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PART VI
City of Bend Standard Drawings
MARCH 2019 i
CITY OF BEND STANDARD DRAWINGS
TABLE OF CONTENTS
ROADWAY R
TYPICAL STREET CROSS-SECTIONS R-1CLEAR VISION AREA AT INTERSECTIONS R-2CONCRETE CURB R-3SIDEWALK, SETBACK R-4ASIDEWALK, CURB-TIGHT R-4BDRIVEWAY APPROACH, SETBACK SIDEWALK (STANDARD) R-5ADRIVEWAY APPROACH, SETBACK, PARTIALLY LOWERED (ALT B) R-5BDRIVEWAY APPROACH, CURB-TIGHT, FULLOW LOWERED (ALT C) R-5CDRIVEWAY APPROACH, CURB-TIGHT, PARTIALLY LOWERED (ALT D) R-5DDRIVEWAY APPROACH, CURB-TIGHT, WRAPPING SIDEWALK (ALT E) R-5EDRIVEWAY APPROACH, ASPHALT R-5FTYPICAL PERPENDICULAR CURB RAMP R-6ATYPICAL PARALLEL CURB RAMP R-6BCURB RAMP DETAILS R-6CSTANDARD STREET SIGN SUPPORTS R-7REMOVABLE POST & MARKINGS R-7ASTANDARD STREET NAME SIGNS R-8STANDARD STREET SIGN PLACEMENT R-9TRENCH IN EXISTING PAVEMENT R-10FRANCHISE UTILITY JOINT TRENCH R-10ATRENCH IN UNIMPROVED AREAS R-11STANDARD PRE-CAST DRYWELL R-12DRYWELL W/MANUFACTURED TREATMENT LAYOUT R-13STANDARD DOUBLE CATCH BASIN R-14EXISTING CATCH BASIN PAVEMENT RESURFACING R-14ASTANDARD CATCH BASIN SPECIAL INLETS R-15STANDARD CATCH BASIN GRATE R-17CONCRETE PAVERS R-20MEDIAN END DETAIL R-25LOCAL STREET CURB EXTENSIONS R-26GRAVEL CONSTRUCTION ENTRANCE R-27ACCESSIBLE PARKING R-29FULL CURB EXTENSION R-31PAVEMENT MARKINGS R-40PAVEMENT MARKINGS R-41PAVEMENT MARKINGS R-42PAVEMENT MARKINGS - ARROWS R-43TURN LANE MARKING LAYOUT R-44INTERSECTION BIKE SAFETY R-44AINTERSECTION PAVEMENT MARKING LAYOUT R-45BIKE LANE MARKINGS R-46CROSSWALK MARKINGS R-47SINGLE TRACK TRAIL – NATIVE EARTH R-48PRIMARY TRAIL – AGGREGATE R-49CONNECTOR TRAIL – PAVED R-50
MARCH 2019 ii
CONNECTOR TRAIL – AGGREGATE R-51PRIMARY TRAIL – PAVED R-52
SANITARY S
PROFILE OF TYPICAL SEWER MAIN INSTALLATION S-1GRAVITY SEWER SERVICES S-2STANDARD SEWER MANHOLE RING & COVER S-3ASTANDARD SEWER MANHOLE S-3BSTANDARD OUTSIDE DROP SEWER MANHOLE S-43”&4” PRESSURE SEWER LINE TERMINATION CLEANOUT S-5AIR RELEASE/VAC BREAKER PRESSURE SEWER MH S-6MAIN LINE CLEANOUT PRESSURE SEWER S-7PRESSURE SEWER AIR RELEASE-TRAFFIC AREA S-8PRESSURE SEWER SERVICE- NON TRAFFIC AREA S-9INDUSTRIAL AND COMMERCIAL SERVICES SAMPLING MANHOLE S-15VACUUM SEWER SERVICE S-16
WATER W
WATER MAIN TYPICAL PROFILE W-1RESIDENTIAL WATER SERVICE INSTALLATION W-43/4”-1” RESIDENTIAL METER SERVICE INSTALLATION W-4A3/4”-1” RESIDENTIAL METER SERVICE INSTALLATION W-4B1” COMMERCIAL METER SERVICE INSTALLATION W-51 1/2” & 2” COMMERCIAL METER SERVICE INSTALLATION W-5A3” & 4” COMMERCIAL METER SERVICE INSTALLATION W-5B6” & LARGER COMMERCIAL METER INSTALLATION W-5CGALV LADDER W/ ALUM EXT STD FOR WATER VAULTS W-6TYPICAL HYDRANT W-7HYDRANT LOCATION W-8SEPARATION OF WATER LINE AND IRRIGATION CULVERTS W-91” STANDARD AIR RELEASE VALVE W-102” STANDARD AIR RELEASE VALVE W-10ATYPICAL DCVA INSTALLATIONS 2” & SMALLER W-132” & LARGER DOUBLE CHECK VALVE ASSEMBLY W-13AFIRE SPRINKLER LINE W-13B2 1/2”-10” REDUCED PRESSURE BACKFLOW ASSEMBLY W-151”-2” REDUCED PRESSURE BACKFLOW ASSEMBLY W-15A2 1/2”+ REDUCED PRESSURE BACKFLOW ASSEMBLY W-15BFIRE GATE W-21HYDRANT PERMIT/FILLING TANKER TRUCK W-22STANDARD 2” BLOW-OFF ASSEMBLY (4” & 6” MAINS) W-234” & 6” BLOW-OFF DETAIL W-24STANDARD WATER SAMPLING STATION W-25CROSS CONNECTION DETAIL W-29VALVE BOX AND OPERATOR EXTENSION ASSEMBLY W-30
MARCH 2019 iii
STORMWATER STRM
TYPICAL VEGETATED SWALE DETAIL STRM-1 VEGETATED SWALE AND CHECK DAM DETAIL STRM-2 TYPICAL SWALE LAYOUT STRM-3 CHECK DAMS STRM-4 STORMWATER PLANTER DETAIL STRM-5 STORMWATER FILTER STRIP STRM-6 STORMWATER SEDIMENTATION MANHOLE STRM-7 STORMWATER MANHOLE LID DETAIL STRM-8 STANDARD CATCH BASIN SPECIAL INLETS STRM-9 STANDARD PRE-CAST DRYWELL STRM-10 DRYWELL W/ MANUFACTURED TREATMENT LAYOUT STRM-11
EROSION CONTROL E
SEDIMENT FENCE DETAIL E-1INLET PROTECTION E-2BIO-FILTER BAG INLET PROTECTION E-2AFILTER INSERT INLET PROTECTION E-2BTREE/VEGETATION PROTECTION FENCING E-3EROSION BLANKET – SLOPE INSTALLATION E-5EROSION BLANKET – CHANNEL INSTALLATION E-6CONCRETE TRUCK WASHOUT E-7
LANDSCAPING L
PLANTING OR TURF BED DRIP LAYOUT L-1SPRINKLER HEAD & JOINTS L-2IRRIGATION SLEEVE UNDER PAVING L-3IRRIGATION - TYPICAL TRENCH L-4IRRIGATION FITTINGS L-5IRRIGATION REMOTE CONTROL VALVE L-6IRRIGATION BLOW OUT L-7TERMINATION POINT L-8QUICK COUPLING VALVE L-9DRIP CONTROL VALVE, FILTER & REGULATOR L-101” COMMERCIAL CONTROL ZONE KIT WITH BASKET FILTER L-12AIR RELIEF VALVE IN KIT - AR VALVE KIT L-13DRIP IRRIGATION MAINLINE LAYOUT L-14POINT SOURCE DRIP EMITTER L-15LANDSCAPE DRIPLINE FLUSH POINT POTABLE SYSTEM L-17DRIPLINE 2” BELOW GRADE POTABLE SYSTEM L-19
CITY OF BEND STANDARD DRAWINGS
Roadway (R)
CLEAR VISION AREAS ARE ESTABLISHED AS FOLLOWS:
1) CLEAR VISION TRIANGLES SHALL BE ESTABLISHED AT THE CORNER OF ANY PROPERTY ADJACENT TO INTERSECTIONS
OF PUBLIC OR PRIVATE STREETS, ALLEYS, MID-BLOCK LANES, AND/OR RAILROAD RIGHTS-OF-WAY.
2) THE TWO LEGS OF THE CLEAR VISION TRIANGLE ARE EACH MEASURED FROM THE POINT OF INTERSECTION OF THE
TWO CORNER LOT LINES, SPECIAL SETBACK LINES, OR ACCESS EASEMENT LINES. WHERE LOT LINES HAVE ROUNDED
CORNERS, THE LOT LINES ARE EXTENDED IN A STRAIGHT LINE TO A POINT OF INTERSECTION. THE CLEAR VISION AREA
EXTENDS TO THE FACE OF CURB AT THE STREET OR ALLEY
3) THE LENGTH OF BOTH LEGS OF THE CLEAR VISION AREA TRIANGLE IS AS FOLLOWS:
TYPICAL, ALL ZONES: 15 FEET
RAILROADS: 15 FEET
ALLEY INTERSECTION: 10 FEET
DRIVEWAYS: 10 FEET
4) WITHIN THE CLEAR VISION AREA, OBSTRUCTIONS TO VISION OTHER THAN A STREET SIGN, POST, OR POLE LESS THAN 8
INCHES IN DIAMETER SHALL BE CLEARED FROM PROPERTY UNDER THE CONTROL OF THE CITY, HOMEOWNER, OR
DEVELOPER. SHRUBS OR FOLIAGE MUST NOT EXCEED 2'-0" IN HEIGHT. PLANTING NEW TREES IS NOT PERMITTED
WITHIN THE CLEAR VISION AREA. EXISTING TREES MUST BE PLANTED AND MAINTAINED/LIMBED TO A MINIMUM OF 8'-0"
ABOVE THE TOP OF CURB OR 12'-0" ABOVE ADJACENT BIKE LANES.
5) DRIVEWAY APPROACHES AND DRIVEWAYS ARE NOT PERMITTED WITHIN THE CLEAR VISION AREA. ON-STREET PARKING
IS NOT PERMITTED WITHIN 20 FEET OF AN ACCESSIBLE RAMP OR WITHIN 10 FEET OF A DRIVEWAY APPROACH.
NOTE: INTERSECTION SIGHT TRIANGLES ARE DISTINCT FROM, AND IN ADDITION TO, CLEAR VISION AREAS. INTERSECTION
SIGHT TRIANGLE DIMENSIONS VARY WITH STREET WIDTH, GEOMETRY, TOPOGRAPHY, AND POSTED SPEED; ADDITIONAL
CLEARING AS NECESSARY TO PROVIDE CLEAR INTERSECTION SIGHT DISTANCE IS ALSO REQUIRED; SEE CHAPTER 3.3 OF THE
CITY OF BEND DESIGN STANDARDS.
STORMWATER SWALE OR PLANTER IF
APPLICABLE SEESTRM-2
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
12/1/172
ROADWAY
LJC
R-5A
12/1/17
DRIVEWAY APPROACH, SETBACK (STANDARD)
CURB
SIDEWALK
WIDTH
(TABLE 2)
W
(TABLE 1)
FLARE WIDTH
(TABLE 2)
SAWCUT IN
EXISTING PAVEMENT
2' MIN
TYPICAL PLAN AND PROFILE VIEW
DRIVEWAY APPROACH, SETBACK SIDEWALK (STANDARD)
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
GENERAL NOTES:
1. SIDEWALKS SHALL MEET ALL STANDARDS OF CURRENT PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG).
2. CURB AND SIDEWALK TYPES VARY, SEE PLANS. SEE STD. DRG. R-3 FOR CURB DETAILS. SEE STD. DRGS. R-4A & R-4B FOR SIDEWALK DETAILS.
3. TOOLED JOINTS ARE REQUIRED AT ALL DRIVEWAY SLOPE BREAK LINES.
4. THE LANDING SHALL BE PAVED WITH CONCRETE, ASPHALT, OR OTHER APPROVED SURFACE FOR A MINIMUM OF 20 FEET. PAVING BEYOND THE
LANDING SHALL BE IN ACCORDANCE WITH THE BEND DEVELOPMENT CODE. CONSTRUCT AS DIRECTED OR AS SHOWN ON PLANS. DO NOT ENTER
PRIVATE PROPERTY WITHOUT APPROPRIATE PERMIT OR EASEMENT. MATERIAL WITHIN THE ROW SHALL BE CONCRETE.
5. CHECK THE GUTTER FLOW DEPTH AT DRIVEWAY LOCATIONS TO ASSURE THAT THE DESIGN FLOOD DOES NOT OVERTOP THE BACK OF SIDEWALK AT
DRIVEWAY. IF OVERTOPPING OCCURS PLACE AN INLET AT UPSTREAM SIDE OF DRIVEWAY OR PERFORM OTHER APPROVED DESIGN MITIGATION.
6. #4 REBAR (2'0" ON CENTER, TO BE SUSPENDED TO CENTER OF CONCRETE DEPTH) REQUIRED IN COMMERCIAL AND INDUSTRIAL DRIVEWAYS AND IN
PUBLIC ALLEYS. 6"X6" 10 GAUGE MINIMUM WELDED WIRE MAY BE USED IN LIEU OF REBAR.
7. A PUBLIC ACCESS EASEMENT MAY BE REQUIRED IF A PORTION OF THE DRIVEWAY APPROACH ENCROACHES ONTO PRIVATE PROPERTY.
8. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
TABLE 2 - DRIVEWAY APPROACH WITH SETBACK SIDEWALK SPECIFICATIONS
TYPE OF
STREET
SIDEWALK
WIDTH
CURB
EXPOSURE "E"
LIP
EXPOSURE
(MINIMUM)
APRON GRADE,
POSITIVE GRADE TO
ROW
FLARE WIDTH
LOCAL 5' - 6' 6"
3
4
" 12.0% MAX 3'
COLLECTOR 6' 7" 1" 12.0% MAX 6'
ARTERIAL 6' 7" 1" 12.0% MAX 6'
2.0% MAX
1.5% DESIGN
APRON/BUFFER
VARIES
12.0% MAX
VARIES VARIES
LANDING
(NOTE 4)
2.0% MAX
1.5% DESIGN
2.0% MAX
1.5% DESIGN
ROW/PROPERTY LINE
CU
RB
APRON/BUFFER
(VARIES)
SIDEWALK WIDTH
4' MIN.
(TABLE 2)
LANDING
(NOTE 4)
CITY STANDARD CURB
(SEE DRAWING R-3)SAWCUT IN
EXISTING
PAVEMENT
2' MIN
E
DRIVEWAY LIP
EXPOSURE
(TABLE 2)
P.C. CONCRETE DRIVEWAY,
6" MIN. THICK OR THICKER
AS APPROVED ON PLANS
SLOPE +/- 2.0% TO 4% TYP.
3
4
" MINUS AGGREGATE
STATE SPEC BASE,
COMPACTED TO 95%,
4" THICK MIN.
SLO
PE
12.0
%
M
AX
SLOPE 2.0% MAX
1.5% DESIGN
FINISH
GRADE
AC
PAVEMENT
REBAR/WIRE MESH FOR
COMMERCIAL AND
INDUSTRIAL DRIVEWAYS
AND IN PUBLIC ALLEYS
(NOTE 6)
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
12/1/172
ROADWAY
LJC
R-5B
12/1/17
DRIVEWAY APPROACH, SETBACK, PARTIALLY LOWERED (ALTERNATE B)
SIDEWALK
WIDTH
(TABLE 2)
W
(TABLE 1)
FLARE WIDTH
(TABLE 2)
SAWCUT IN
EXISTING PAVEMENT
2' MIN
TYPICAL PLAN AND PROFILE VIEW
DRIVEWAY APPROACH, SETBACK, PARTIALLY LOWERED
(ALTERNATE B)
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
GENERAL NOTES:
1. SIDEWALKS SHALL MEET ALL STANDARDS OF CURRENT PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG).
2. CURB AND SIDEWALK TYPES VARY, SEE PLANS. SEE STD. DRG. R-3 FOR CURB DETAILS. SEE STD. DRGS. R-4A & R-4B FOR SIDEWALK DETAILS.
3. TOOLED JOINTS ARE REQUIRED AT ALL DRIVEWAY SLOPE BREAK LINES.
4. THE LANDING SHALL BE PAVED WITH CONCRETE, ASPHALT, OR OTHER APPROVED SURFACE FOR A MINIMUM OF 20 FEET. PAVING BEYOND THE
LANDING SHALL BE IN ACCORDANCE WITH THE BEND DEVELOPMENT CODE. CONSTRUCT AS DIRECTED OR AS SHOWN ON PLANS. DO NOT ENTER
PRIVATE PROPERTY WITHOUT APPROPRIATE PERMIT OR EASEMENT. MATERIAL WITHIN THE ROW SHALL BE CONCRETE.
5. CHECK THE GUTTER FLOW DEPTH AT DRIVEWAY LOCATIONS TO ASSURE THAT THE DESIGN FLOOD DOES NOT OVERTOP THE BACK OF SIDEWALK AT
DRIVEWAY. IF OVERTOPPING OCCURS PLACE AN INLET AT UPSTREAM SIDE OF DRIVEWAY OR PERFORM OTHER APPROVED DESIGN MITIGATION.
6. #4 REBAR (2'0" ON CENTER, TO BE SUSPENDED TO CENTER OF CONCRETE DEPTH) REQUIRED IN COMMERCIAL AND INDUSTRIAL DRIVEWAYS AND IN
PUBLIC ALLEYS. 6"X6" 10 GUAGE MINIMUM WELDED WIRE MAY BE USED IN LIEU OF REBAR.
7. A PUBLIC ACCESS EASEMENT MAY BE REQUIRED IF A PORTION OF THE DRIVEWAY APPROACH ENCROACHES ONTO PRIVATE PROPERTY.
8. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
TABLE 2 - DRIVEWAY APPROACH WITH SETBACK, PARTIALLY LOWERED SIDEWALK SPECIFICATIONS
TYPE OF
STREET
SIDEWALK
WIDTH
CURB
EXPOSURE "E"
LIP
EXPOSURE
(MINIMUM)
APRON GRADE,
POSITIVE
GRADE TO ROW
FLARE WIDTH
LOCAL 5' - 6' 6"
3
4
" 12.0% MAX 3'
COLLECTOR 6' 7" 1" 12.0% MAX 6'
ARTERIAL 6' 7" 1" 12.0% MAX 6'
2.0% MAX
1.5% DESIGN
VARIES
VARIESVARIES
LANDING
(NOTE 4)
2.0%
MAX
ROW/PROPERTY LINE
CU
RB
APRON
SIDEWALK WIDTH
4' MIN.
(TABLE 2)
LANDING
(NOTE 4)
CITY STANDARD CURB
(SEE DRAWING R-3)
SAWCUT IN
EXISTING
PAVEMENT
2' MIN
E
DRIVEWAY LIP
EXPOSURE
(TABLE 2)
P.C. CONCRETE DRIVEWAY,
6" MIN. THICK OR THICKER
AS APPROVED ON PLANS
SLOPE +/- 2.0% TO 4.0% TYP
3
4
" MINUS AGGREGATE
STATE SPEC BASE,
COMPACTED TO 95%,
4" THICK MIN.
COMPACTED
EARTH
SLO
PE
12.0
%
M
AX
SLOPE 2.0% MAX
1.5% DESIGN
FINISH
GRADE
AC
PAVEMENT
APRON/BUFFER
8.33%
MAX
2.0%
MAX
8.33%
MAX
12.0%
MAX
CURB
2.0% MAX
1.5% DESIGN
2.0% MAX
1.5% DESIGN
4' MIN.
REBAR/WIRE MESH FOR
COMMERCIAL AND
INDUSTRIAL DRIVEWAYS
AND IN PUBLIC ALLEYS
(NOTE 6)
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
12/1/172
ROADWAY
LJC
R-5C
12/1/17
DRIVEWAY APPROACH, CURB-TIGHT, FULLY LOWERED (ALTERNATE C)
TYPICAL PLAN AND PROFILE VIEW
DRIVEWAY APPROACH, CURB-TIGHT, FULLY LOWERED (ALTERNATE C)
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
GENERAL NOTES:
1. SIDEWALKS SHALL MEET ALL STANDARDS OF CURRENT PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG).
2. SETBACK SIDEWALK DRIVEWAY IS STANDARD. USE FULLY LOWERED CURB-TIGHT SIDEWALK DRIVEWAY AS DIRECTED OR SHOWN ON PLANS.
3. CURB AND SIDEWALK TYPES VARY, SEE PLANS. SEE STD. DRG. R-3 FOR CURB DETAILS. SEE STD. DRGS. R-4A & R-4B FOR SIDEWALK DETAILS.
4. TOOLED JOINTS ARE REQUIRED AT ALL DRIVEWAY SLOPE BREAK LINES.
5. THE LANDING SHALL BE PAVED WITH CONCRETE, ASPHALT, OR OTHER APPROVED SURFACE FOR A MINIMUM OF 20 FEET. PAVING BEYOND THE
LANDING SHALL BE IN ACCORDANCE WITH THE BEND DEVELOPMENT CODE. CONSTRUCT AS DIRECTED OR AS SHOWN ON PLANS. DO NOT ENTER
PRIVATE PROPERTY WITHOUT APPROPRIATE PERMIT OR EASEMENT. MATERIAL WITHIN THE ROW SHALL BE CONCRETE.
6. CHECK THE GUTTER FLOW DEPTH AT DRIVEWAY LOCATIONS TO ASSURE THAT THE DESIGN FLOOD DOES NOT OVERTOP THE BACK OF SIDEWALK AT
DRIVEWAY. IF OVERTOPPING OCCURS PLACE AN INLET AT UPSTREAM SIDE OF DRIVEWAY OR PERFORM OTHER APPROVED DESIGN MITIGATION.
7. #4 REBAR (2'0" ON CENTER, TO BE SUSPENDED TO CENTER OF CONCRETE DEPTH) REQUIRED IN COMMERCIAL AND INDUSTRIAL DRIVEWAYS AND
PUBLIC ALLEYS. 6"X6" 10 GAUGE MINIMUM WELDED WIRE MAY BE USED IN LIEU OF REBAR.
8. A PUBLIC ACCESS EASEMENT MAY BE REQUIRED IF A PORTION OF THE DRIVEWAY APPROACH ENCROACHES ONTO PRIVATE PROPERTY.
9. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
TABLE 2 - DRIVEWAY APPROACH WITH CURB-TIGHT, FULLY LOWERED SIDEWALK SPECIFICATIONS
TYPE OF
STREET
SIDEWALK
WIDTH
CURB
EXPOSURE "E"
LIP
EXPOSURE
(MINIMUM)
APRON GRADE,
POSITIVE
GRADE TO ROW
FLARE WIDTH
LOCAL 5' - 6' 6"
3
4
" 2.0% MAX 7'
COLLECTOR 6' 7" 1" 2.0% MAX 7'
ARTERIAL 6' 7" 1" 2.0% MAX 7'
CITY STANDARD CURB
(SEE DRAWING R-3)
SAWCUT IN
EXISTING
PAVEMENT
2' MIN
E
DRIVEWAY LIP
EXPOSURE
(TABLE 2)
P.C. CONCRETE
DRIVEWAY, 6" MIN. THICK
OR THICKER AS
APPROVED ON PLANS
SLOPE 2.0% MAX
1.5% DESIGN
SLOPE +/- 2.0% TO 4.0%
TYP.
3
4
" MINUS AGGREGATE STATE
SPEC BASE, COMPACTED TO
95%, 4" THICK MIN.
COMPACTED
EARTH
CU
RB
SIDEWALK WIDTH
(TABLE 1)
LANDING AREA
(NOTE 5)
FINISH
GRADE
AC
PAVEMENT
ROW/PROPERTY
LINE
CURB
SIDEWALK
WIDTH
(TABLE 2)
W
(TABLE 1)
FLARE WIDTH
7' TYP.
SAWCUT IN
EXISTING PAVEMENT
2' MIN
LANDING
(NOTE 5)
2.0% MAX
1.5% DESIGN
8.33% MAX
7.5% DESIGN
2.0% MAX
1.5% DESIGN
TRANSITION PANEL
VARIES
REBAR/WIRE MESH FOR
COMMERCIAL AND INDUSTRIAL
DRIVEWAYS AND PUBLIC ALLEYS
(NOTE 7)
8.33% MAX
7.5% DESIGN
2.0% MAX
1.5% DESIGN
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
12/1/172
ROADWAY
LJC
R-5D
12/1/17
DRIVEWAY APPROACH, CURB-TIGHT, PARTIALLY LOWERED (ALTERNATE D)
ROW/PROPERTY
LINE
CURB
SIDEWALK
WIDTH
(TABLE 2)
PEDESTRIAN
ACCESS ROUTE
4' MIN.
W
(TABLE 1)
FLARE WIDTH
(TABLE 2)
SAWCUT IN
EXISTING PAVEMENT
2' MIN
LANDING
(NOTE 5)
APRON SLOPE
12% MAX
TYPICAL PLAN AND PROFILE VIEW
DRIVEWAY APPROACH, CURB-TIGHT, PARTIALLY LOWERED (ALTERNATE D)
2.0% MAX
1.5% DESIGN
4' MIN.
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
CURB
APRON
PEDESTRIAN
ACCESS ROUTE
4' MIN.
LANDING
(NOTE 5)
CITY STANDARD CURB
(SEE DRAWING R-3)
SAWCUT IN
EXISTING
PAVEMENT
2' MIN
E
DRIVEWAY LIP
EXPOSURE
(TABLE 2)
P.C. CONCRETE DRIVEWAY,
6" MIN. THICK OR THICKER
AS APPROVED ON PLANS
SLO
PE
12%
M
AX
SLOPE 2.0% MAX
1.5% DESIGN
SLOPE +/- 2.0% TO 4.0% TYP.
3
4
" MINUS AGGREGATE STATE SPEC BASE,
COMPACTED TO 95%, 4" THICK MIN.
GENERAL NOTES:
1. SIDEWALKS SHALL MEET ALL STANDARDS OF CURRENT PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG).
2. SETBACK SIDEWALK DRIVEWAY IS STANDARD. USE PARTIALLY LOWERED CURB-TIGHT SIDEWALK DRIVEWAY AS DIRECTED OR SHOWN ON PLANS.
ALTERNATE D REQUIRES 2 FEET MINIMUM FOR THE APRON.
3. CURB AND SIDEWALK TYPES VARY, SEE PLANS. SEE STD. DRG. R-3 FOR CURB DETAILS. SEE STD. DRGS. R-4A & R-4B FOR SIDEWALK DETAILS.
4. TOOLED JOINTS ARE REQUIRED AT ALL DRIVEWAY SLOPE BREAK LINES.
5. THE LANDING SHALL BE PAVED WITH CONCRETE, ASPHALT, OR OTHER APPROVED SURFACE FOR A MINIMUM OF 20 FEET. PAVING BEYOND THE
LANDING SHALL BE IN ACCORDANCE WITH THE BEND DEVELOPMENT CODE. CONSTRUCT AS DIRECTED OR AS SHOWN ON PLANS. DO NOT ENTER
PRIVATE PROPERTY WITHOUT APPROPRIATE PERMIT OR EASEMENT. MATERIAL WITHIN THE ROW SHALL BE CONCRETE.
6. CHECK THE GUTTER FLOW DEPTH AT DRIVEWAY LOCATIONS TO ASSURE THAT THE DESIGN FLOOD DOES NOT OVERTOP THE BACK OF SIDEWALK AT
DRIVEWAY. IF OVERTOPPING OCCURS PLACE AN INLET AT UPSTREAM SIDE OF DRIVEWAY OR PERFORM OTHER APPROVED DESIGN MITIGATION.
7. #4 REBAR (2'0" ON CENTER, TO BE SUSPENDED TO CENTER OF CONCRETE DEPTH) REQUIRED IN COMMERCIAL AND INDUSTRIAL DRIVEWAYS AND
PUBLIC ALLEYS. 6"X6" 10 GAUGE MINIMUM WELDED WIRE MAY BE USED IN LIEU OF REBAR.
8. A PUBLIC ACCESS EASEMENT MAY BE REQUIRED IF A PORTION OF THE DRIVEWAY APPROACH ENCROACHES ONTO PRIVATE PROPERTY.
9. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
VARIES
2.0% MAX
1.5% DESIGN
TABLE 2 - DRIVEWAY APPROACH WITH CURB-TIGHT, PARTIALLY LOWERED SIDEWALK
SPECIFICATIONS
TYPE OF
STREET
SIDEWALK
WIDTH
CURB
EXPOSURE "E"
LIP
EXPOSURE
(MINIMUM)
APRON GRADE,
POSITIVE GRADE
TO ROW
FLARE WIDTH
LOCAL 5' - 6' 6"
3
4
" 12.0% MAX 3'
COLLECTOR 6' 7" 1" 12.0% MAX 6'
ARTERIAL 6' 7" 1" 12.0% MAX 6'
VARIES
(TABLE 2)
8.33% MAX
7.5% DESIGN
2.0% MAX
1.5% DESIGN
TRANSITION PANEL
FINISH GRADE
COMPACTED
EARTH
REBAR/WIRE MESH
FOR COMMERCIAL
AND INDUSTRIAL
DRIVEWAYS AND
PUBLIC ALLEYS
(NOTE 7)
8.33% MAX
7.5% DESIGN
2.0% MAX
1.5% DESIGN
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
12/1/172
ROADWAY
LJC
R-5E
12/1/17
DRIVEWAY APPROACH, CURB-TIGHT, WRAPPING SIDEWALK (ALTERNATE E)
TABLE 2 - DRIVEWAY APPROACH SPECIFICATIONS WITH CURB-TIGHT WRAPPING
SIDEWALK
TYPE OF
STREET
MINIMUM
SIDEWALK
WIDTH
CURB
EXPOSURE
"E"
LIP
EXPOSURE
(MINIMUM)
APRON GRADE,
POSITIVE
GRADE TO ROW
FLARE WIDTH
LOCAL 5' - 6' 6"
3
4
" 12.0% MAX 3'
COLLECTOR 6' 7" 1" 12.5% MAX 6'
ARTERIAL 6' 7" 1" 12.5% MAX 6'
TYPICAL PLAN VIEW
DRIVEWAY APPROACH, CURB-TIGHT, WRAPPING SIDEWALK
(ALTERNATE E)
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
GENERAL NOTES:
1. SIDEWALKS SHALL MEET ALL STANDARDS OF CURRENT PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG).
2. SETBACK SIDEWALK DRIVEWAY IS STANDARD. USE CURB-TIGHT, WRAPPING SIDEWALK APPROACH AS DIRECTED OR SHOWN ON PLANS. ALTERNATE E
REQUIRES A MINIMUM 4-FEET WIDE APRON.
3. CURB AND SIDEWALK TYPES VARY, SEE PLANS. SEE STD. DRG. R-3 FOR CURB DETAILS. SEE STD. DRGS. R-4A & R-4B FOR SIDEWALK DETAILS.
4. TOOLED JOINTS ARE REQUIRED AT ALL DRIVEWAY SLOPE BREAK LINES.
5. THE LANDING SHALL BE PAVED WITH CONCRETE, ASPHALT, OR OTHER APPROVED SURFACE FOR A MINIMUM OF 20 FEET. PAVING BEYOND THE
LANDING SHALL BE IN ACCORDANCE WITH THE BEND DEVELOPMENT CODE. CONSTRUCT AS DIRECTED OR AS SHOWN ON PLANS. DO NOT ENTER
PRIVATE PROPERTY WITHOUT APPROPRIATE PERMIT OR EASEMENT. MATERIAL WITHIN THE ROW SHALL BE CONCRETE.
6. CHECK THE GUTTER FLOW DEPTH AT DRIVEWAY LOCATIONS TO ASSURE THAT THE DESIGN FLOOD DOES NOT OVERTOP THE BACK OF SIDEWALK AT
DRIVEWAY. IF OVERTOPPING OCCURS PLACE AN INLET AT UPSTREAM SIDE OF DRIVEWAY OR PERFORM OTHER APPROVED DESIGN MITIGATION.
7. #4 REBAR (2'0" ON CENTER, TO BE SUSPENDED TO CENTER OF CONCRETE DEPTH) REQUIRED IN COMMERCIAL AND INDUSTRIAL DRIVEWAYS. 6"X6" 10
GAUGE MINIMUM WELDED WIRE MAY BE USED IN LIEU OF REBAR.
8. A PUBLIC ACCESS EASEMENT MAY BE REQUIRED IF A PORTION OF THE DRIVEWAY APPROACH ENCROACHES ONTO PRIVATE PROPERTY.
9. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
POTENTIAL PUBLIC
ACCESS EASEMENT
(NOTE 8)
ROW/PROPERTY
LINE
CURB
SIDEWALK
LENGTH
(TABLE 2)
PEDESTRIAN
ACCESS ROUTE
4' MIN.
W
(TABLE 1)
FLARE WIDTH
(TABLE 2)
SAWCUT IN
EXISTING PAVEMENT
2' MIN
LANDING
(NOTE 5)
APRON SLOPE
(TABLE 2)
2.0% MAX
1.5% DESIGN
4' MIN.
VARIES
(TABLE 2)
4' MIN.
CURB
APRON
PEDESTRIAN
ACCESS ROUTE
4' MIN.
LANDING
(NOTE 5)
CITY STANDARD CURB
(SEE DRAWING R-3)
SAWCUT IN
EXISTING
PAVEMENT
2' MIN
E
DRIVEWAY LIP
EXPOSURE
(TABLE 2)
P.C. CONCRETE DRIVEWAY,
6" MIN. THICK OR THICKER
AS APPROVED ON PLANS
SLO
PE
(T
AB
LE
2)
SLOPE 2.0% MAX
1.5% DESIGN
SLOPE +/- 2.0% TO
4.0% TYP.
3
4
" MINUS AGGREGATE
STATE SPEC BASE,
COMPACTED TO 95%,
4" THICK MIN.
FINISH
GRADE
COMPACTED
EARTH
AC
PAVEMENT
VARIES
REBAR/WIRE MESH
FOR COMMERCIAL
AND INDUSTRIAL
DRIVEWAYS AND
ALLEY APPROACHES
(NOTE 7)
2.0% MAX
1.5% DESIGN
NTS
STD DWG
DATE
SCALE
APPR
DRAWN
DIV
REV DATE
CITY OF BEND
STANDARD DRAWING
710 NW WALL ST., BEND, OREGON 97701
ROADWAY
LJC
R-5F
12/1/17
2' MIN SAWCUT IN ROADWAY OR TO FOGLINE;
SAWCUT TO BE STRAIGHT AND DEPTH TO MATCH
EXISTING ROADWAY DEPTH
20' LANDING
ROADWAY CENTERLINE
EDGE OF AC PAVEMENT
ROW/PROPERTY LINE
RO
W/P
RO
PE
RT
Y L
IN
E
ED
GE
O
F E
XIS
TIN
G
AC
P
AV
EM
EN
T
SA
WC
UT
ROADWAY
SAWCUT
2' MIN.
2" AC PAVEMENT
4" COMPACTED AGGREGATE BASE
SLOPE 2% MIN
GENERAL NOTES:
1. CONCRETE DRIVEWAY APRON REQUIRED WHERE SIDEWALK AND/OR CURB IS EXISTING/PROPOSED, OTHERWISE AN ASPHALT APPROACH CAN BE
INSTALLED TO EDGE OF PAVEMENT TO SIMILAR WIDTHS OF THE DRIVEWAY APRON AS APPROVED BY THE CITY ENGINEER.
APRON
TABLE 1 - APPROACH WIDTH (W)
TYPE WIDTH
RESIDENTIAL 10' - 24'
MULTIFAMILY 20' - 30'
COMMERCIAL 10' - 35'
3-FOOT MAX WINGS
(AT-GRADE)
20' MIN LANDING
DRIVEWAY APPROACH, ASPHALT
3. UNIMPROVED AREA CONSISTS OF ANY PORTION OF THE ROW THAT HAS NOT BEEN IMPROVED TO A
CITY STANDARD AND CONSISTS MOSTLY OF NATIVE VEGETATED AREAS. UNIMPROVED AREAS ALSO
INCLUDE AREAS WITHIN THE LANDSCAPE STRIP, PUEs, AND UNDER PROPOSED AND/OR FULLY
RECONSTRUCTED STREETS, AS INDICATED IN THIS STANDARD.
R-48
R-49
PRIMARY TRAIL - AGGREGATE
R-50
CONNECTOR TRAIL - PAVED
R-51
CONNECTOR TRAIL - AGGREGATE
R-52
PRIMARY TRAIL - PAVED
CITY OF BEND STANDARD DRAWINGS
Sanitary (S)
4. "DETECTION WIRE SHALL BE EXTENDED WITHIN 18-INCHES OF FINISHED GRADE OR 6" BELOW
LOWEST GRADE RING, WHICH EVER IS GREATER, TO A 1.75-INCH STAINLESS STEEL RUBBER CUSHIONED
CLAMP MOUNTED TO MANHOLE WITH AS MIN 1/4" X 1-3/4" CONCRETE ANCHOR SCREW."
CITY OF BEND STANDARD DRAWINGS
Water (W)
CITY OF BEND STANDARD DRAWINGS
Stormwater (STRM)
COB STANDARD DRYWELL PERSTRM-10
STORM
STRM-14
3/31/19
CITY OF BEND STANDARD DRAWINGS
Erosion (E)
E-6
CITY OF BEND STANDARD DRAWINGS
Landscaping (L)
3/8
1/41/4
3/4