00017723 Exhibit B Plans.pdf
PDF 3 MB Posted
- Attached to
- Horseshoe Bar Quary Chip Rock Production
- Solicitation number
- S-73000-00017723
- Issued by
- Oregon
About this file
This document is a project plan exhibit for the Oregon Department of Transportation (ODOT) Horseshoe Bar Quarry Chip Rock Production contract opportunity. The project requires the production and delivery of 16,000 cubic yards of graded medium chip aggregate that meets specified grading requirements. The aggregate material may be sourced from either a commercial supplier or crushed from ODOT-provided material at the designated material source location. The material must be stockpiled at the location identified in Exhibit A Specifications, with detailed grading and quality specifications outlined in the contract documentation.
The document presents a prospective material source plan for Horseshoe Bar Quarry, including stockpile and processing area designations as shown in the referenced design file. The exhibit provides the technical site plan necessary for bidders to understand the project scope, material source location, and stockpiling requirements. Specific pricing terms, performance schedules, and payment provisions would be detailed in the primary contract documents and specifications not included in this exhibit file.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00017723 Sample Contract.docx | DOCX document | |
| 00017723 Bid Cover Sheet.docx | DOCX document | |
| 00017723 ITBgts.docx | DOCX document | |
| 00017723 Exhibit A Specifications.docx | DOCX document | |
| 00017723 Exhibit E Material Source Narrative.pdf |
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
I I
I I
I I
I I
I I
I I
I
GT _HorseshoeBarQuarry.dgn :: GEOl [Sheet] 7/22/2026 9:26:39 AM hwye44a
PROSPECTIVE MATERIAL SOURCE
HORSESHOE BAR QUARRY
Stockp;/e and Prom,;ngA�a
/ �� j I ftf I I c., /
I
I I
I
/ � / ◊� I /,�',I
/ '<I I
/ I / '/ I /'
/ / l I
I
I I
1<f I
I I
100 50 0
FEET
LEGEND
= Access Road
= No Work Area Boundary
= Work Area Boundary
= Excavation Boundary
= Existing Stockpile
= Proposed Stockpile
= Safety Berm
1. For cross sections shown, see sheet "CE02".
2. Elevations shown are based on North American Vertical Datum (1988).
3. 1 O' Contour Interval
OREGON DEPARTMENT
OF TRANSPORTATION
ODOT DISTRICT 11 CHIP ROCK PRODUCTION
LAKEVIEW-BURNS HIGHWAY
Designer: Micah Lederer
GADD Tech: Matt Jones
HARNEY COUNTY
Reviewer: Scott Billings
Checker: N/A
SHEET NO.
EXPIRES: l 0-01 -2026
SITE PLAN
GE01
FINAL ELECTRONIC DOCUMENT
AVAILABLE UPON REQUEST
---- 4815 ...:
4805 C:
.,g 4795 �
PROSPECTIVE :��E
R Rl��A���RCE
HO RSESHO
DOGAMI # 1 3-0039 SOURCE# OR- l 3-��:g�, M.P. 16.27 HWY.
S R 25 E., W.M. sw¼, SE¼, Sec. 33., T. 25 ., .
300 200 Distance (ft.)
1 400
-:- 4795
.g
<IJ
SECTION A-A
Scale:l"=SO' i:i::i 4765 l___________ -;;;;;--J __ L±:':���l��tt±���:f=ttf;-----------------:;;;-'-------- ..
4n5
•o n�i;h;d a",;,�nd o;,ranre /ft.)
4n5 100 o
SECTION B-8
d .. GE02 GT _HorseshoeBarQuarry. gn .. 7/22/2026 9:22:00 AM
Scale: 7 "=50' hwye44a
C:
4795 �
<IJ
ti:j
4825 -:-
4815 §
4805 �
<IJ
i:i::i
LEGEND
= Excavation Area
NOTES:
see sheet "GEO l ". 1.
don Nonh Amencan sections shown, 988'
For location of cross . Venical Datum (1 / 2_ Elevations s o� h n are base
EXPIRES: 10-01-2026
IC DOCUMENT FINAL ELEC
L T E R
U O
P'6N REQUEST AVAILAB
Proposed Safety Berm
SAFETY BERM DETAIL
NO SCALE
p ROCK PRODUCTION HORSESHOE si� �uti���lg�
11 MAINTENANCE ODOT REGI
KEVIEW-BURNS HIGHWAY
Designer: Micah Lederer
GADD Tech: Matt Jones
LA HARNEY COUNTY
Reviewer: Scott Billings
Checker: N/A
CROSS SECTIONS
SHEET NO.
GE02
| 2026-07-23T15:28:40-0700 | |
| LEDERER Micah G |
| 2026-07-23T15:29:33-0700 | |
| LEDERER Micah G |
File details come from the government source that posted it. Updated .