Exhibit 5 STANDARD DRAWINGS.pdf
PDF 289 KB Posted
- Attached to
- ESB 2025 US101: MP354. 9 CURB (BROOKINGS)
- Solicitation number
- S-73000-00013568
- Issued by
- Crook County, Oregon
About this file
This document is an Oregon Standard Drawing (RD700) for curb and gutter design specifications, developed by the Oregon Department of Transportation (ODOT) and the City of Portland. The standard drawing provides comprehensive technical details for various curb types, including standard curbs, mountable curbs, curb and gutter configurations, low profile modifications, weep hole details, and valley gutter designs. The drawing is effective from June 1, 2025 to November 30, 2025, and includes precise dimensional specifications, slope requirements, and construction guidelines for curb installations.
The document emphasizes technical specifications such as curb exposure ranging from 6" to 9", maximum slope percentages (1.5% toward roadway, 4.0% at curb ramps, 5.0% normal), and construction requirements like joint spacing and material standards. All materials must conform to the current Oregon Standard Specifications, and the drawing includes general notes about construction practices, dimensional tolerances, and specific requirements for state highways and curb ramps. The drawing serves as a technical reference for engineers, contractors, and municipal planners involved in road and infrastructure development projects.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00013568 RFCQ_Attachments~1.docx | DOCX document | |
| 00013568 RFCQ.docx | DOCX document | |
| EXHIBIT 1 SPECIAL PROVISIONS AND SPECIFICATIONS.docx | DOCX document | |
| 04.11.25 - Request for Electrician Quotes R22009.pdf | ||
| EXHIBIT 2 PROJECT LOCATION DETAILS.docx | DOCX document | |
| Preliminary Results~93.xlsx | XLSX spreadsheet |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
RD700
CURBS
R D
.d g n
20-JUL-2020N/A
J U
L
6"
E specify in plans
Var. 24" or 30"
6"
E
" rad.4
Batter 6:1
" rad.4 see gutter pan notes
Slope varie s, T y p
2" (Typ.)
(See general note 11)
STANDARD CURB MOUNTABLE CURB
CURB ENDING DETAIL
MOUNTABLE CURB AND GUTTERCURB AND GUTTER
MOUNTABLE CURB
LOW PROFILE MODIFICATION FOR KEYWAY
WEEP HOLE DETAIL
VALLEY GUTTER
O.D.O.T. & City of Portland Standard "H"=16"
" rad.4
1:4 slope
6:1
Batter
(Slope var.)
Finish grade see gutter pan notes
Slope varie s, 12"
LOW PROFILE MOUNTABLE CURB AND GUTTER
" rad.4 or specifiy in plans
18" norm.
a s d ir e c te d o n p la n s o r v a r y a s s h o w n
(Where shown on plans)
** 0" at curb ramp n o r m
1.5' 4.5'
6'
Face of curb
"2
" R
1 " to joint filler (Full depth)
Preformed expansion
Asph. conc. pvmt. (ACP)
Grade of roadway upon extension of curb.
To be removed
(Slope var.)
Finish grade
" rad.4
Batter 6:1
" rad.8 m in
H v a ri a b le
E
(See general note 11)
6"
E
(See general note 11)
3" rad.
(Slope var.)
Finish grade
Batter 6:1
(Slope var.)
Finish grade m in
Batter 6:1
3" rad.
3" rad.
" rad.8
(Slope var.)
Finish grade
Batter 6:1 allowed by jurisdiction.
Vary where shown on plans, and
Vary slope as reqd. for drainage.
Slope 4.0% max. at curb ramps.
Slope 5.0% normal.
GUTTER PAN NOTES:
specify in plans
Var. 24" or 30"
6"
6" Normal curb
V a r
E see gutter pan notes
Slope varie s, Slop e va
r. (1 :4 m ax.)
Top of curb " (Max.)4
Bottom of curb
Gutter line
Batter 6:1 for each 1" difference in ''E''.
having a slope of 1:1 or steeper). Minimum desirable transition length shall be 20'
(''E'' Is the total vertical dimension of those curb surfaces
4. Transitions shall be used to connect curbs of different exposures ''E''.
3. Const. curb contraction joints at 15' maximum spacing, and at ends of each inlet and curb ramp.
ends of each driveways.
2. Const. curb expansion joints at 200' maximum spacing, and at points of tangency, and at curb. Vary as shown on plans or as directed. O.D.O.T standard "E"=7".
1. Curb exposure ''E'' = 6" to 9", as measured vertically from flowline to highest point on
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
or as directed as shown on plans
8" norm., vary
(Slope var.)
Finish grade
" rad.4 3" rad.4
1:4 slope
* 0" for Truck Apron thkn. (4" min.)
Future sidewalk be poured at the same time curb and sidewalk will not
Form shelf into curb when
2"
(Type var.)
curb and gutter
Curb, or
(Where req'd.)
3" PVC pipe, (Type var.)
curb and gutter
Curb, or weep hole
3" dia.
(Slope var.)
Finish grade
5%
(Where shown on plans, and allowed by jurisdiction)
(Where shown on plans)
Var.
V a r
12"
(Slope var.)
Finish grade
20"
40"
20"
" rad.4
#4 @ 12" centers (Slope var.)
Finish grade
" rad.4
T y p .)centers
#4 @ 7"
6"
"8
1 "8
" rad.8
" rad.8
(Finished surface)
5.0%
(Finished surface
5.0%
11. On or along state highways, curb and gutter is required at curb ramp.
10. For curb ramp details, see Std. Dwgs. RD900 series.
9. For drainage curbs, see Std. Dwg. RD701.
8. For sidewalk details, and monolithic curb & sidewalk, see Std. Dwgs. RD720 & RD721.
7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces.
6. Dimensions are nominal, vary to conform with curb machine approved by the engineer.
surface slope), unless otherwise shown, or as directed.
5. Tops of all curbs shall slope toward the roadway at 1.5% max. (Max. 2.0% finished the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2025 - November 30, 2025
Professional Engineer.
first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with
Standard Drawing, while
The selection and use of this
File details come from the government source that posted it. Updated .