35586 Plans.pdf
PDF 620 KB Posted
- Attached to
- ITB - Gap Quarry Chip Rock Production
- Solicitation number
- S-73000-00005923
- Issued by
- Harney County, Oregon
About this file
The document provided contains plans and specifications for the Gap (M.P. 87) Quarry Chip Rock Production project in Harney County, Oregon. The project is being conducted by the Oregon Department of Transportation (ODOT) for the Central Oregon Highway (US20 / Central Oregon Hwy No. 007) at Mile Post 87.16. The plans detail the excavation and processing area for the production of 3/8" chip rock scalpings, including the location of existing stockpiles, proposed stockpiles, air track drill holes, and core hole locations. The project boundary, excavation area, and safety berm specifications are also included.
The related state and local contract opportunity is an Invitation to Bid (ITB) for the Gap Quarry Chip Rock Production project, involving the jurisdictions of Deschutes County and the City of Bend. No additional details are provided regarding pricing terms, set asides, incumbents, funding requirements, or other salient information.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 35586 Sample Contract.docx | DOCX document | |
| 35586 Site Narrative.pdf | ||
| 35886 Specifications.docx | DOCX document | |
| DOR-032-23 Collections Training RFQ - Final.doc | DOC document | |
| 35586 Bid Cover Sheet.docx | DOCX document | |
| 35586 Invitation to Bid.docx | DOCX document | |
| 35586 Preliminary Bid Tabs.xlsx | XLSX spreadsheet |
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Text version
Reject Fines
3/8" Chip Rock
Scalpings
Stockpiles
Existing
Processing Area
Stockpile &
Stockpile
Existing
86 M iles
Bend
O D
O T C o n tr o l
B o u n d a r y
ODOT Control Boundary
ODOT Control Boundary
= No Work Area
No Work Area
S E C
N E
S W
S E C
N E
S E
SEC. 334
1 NE4
1NE
SEC. 334
1 NE4
1SE
43 M iles
BURNS
= Fence
= Excavation Area
= Project Boundary
LEGEND
FEET
150300 300
= Gate
SITE PLAN LAYOUT
Detail for Site Plan
See Sheet "GE02"
= Safety Berm
= Existing Access Road/Edge of Gravel
= Proposed Bench Access Road air track drill hole locations.
3. See Sheet "GE02" for approximate core hole and
2. 5' Contour interval.
Vertical Datum (1988).
1. Elevations are based on North American
GENERAL NOTES
= Proposed Material Stockpile
= Existing Material Stockpile
No Work Area
No Work Area
O D
O T C o n tr o l B o u n d a r y
O D
O T C o n tr o l
B o u n d a r y
ODOT Control Boundary
US20 / CENTRAL O
REGO
N HW
Y NO
. 007
MGL_2018_GapQuarry_GE01_12-2022.dgn :: ROW 2/2/2023 4:29:24 PM hwye44a 1"=300' Scale: Rotation: 0°
Scott D. Billings
N/A
Micah G. Lederer
Micah G. Lederer
GE01
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
STRUCTURE NO.
BDS DWG NO.
CALC. BOOK
COUNTY Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
HARNEY COUNTY, OREGON
CENTRAL OREGON HIGHWAY
ODOT R4 DISTRICT 10 MAINTENANCE
GAP (M.P. 87) QUARRY CHIP ROCK PRODUCTION
HWY:
M.P.:
HWY:
M.P.:
DATE
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Sec. 33, T. 23 S., R. 24 E. W.M. 2 1N
CENTRAL OREGON HWY. 007, US 20 M.P. 87.16
SOURCE # OR-13-061-5 DOGAMI # 13-0003
GAP (M.P. 87) QUARRY
PROSPECTIVE MATERIAL SOURCE
C RETIIFED
OREGON
E N
GINEERING GEOLO
G
STI
E2726
EXPIRES: 10-01-2023
MICAH G. LEDERER
No Work Area
Processing Area
A B
= No Work Area
A
= Excavation Area
= Project Boundary
LEGEND
FEET
3060 60
No Work Area
No Work Area
SITE PLAN DETAIL
Processing Area
To Stockpile &
To Processing Area
= Safety Berm
= Proposed Bench Access Road
AT18-03
AT18-04
AT18-02
AT18-05
AT18-06
AT18-17
AT18-13
AT18-01
AT18-15
AT18-16
AT18-14
= Air Track Drill Hole Location
= Core Hole Location
3. 2' Contour interval.
approximate and have not been surveyed.
2. Core hole and air track drill hole locations are
Datum (1988).
1. Elevations are based on North American Vertical
GENERAL NOTES
O versize
Existing
= Existing Material Stockpile
TH-3-96
TH-4-96
TH-5-96
MGL_2018_GapQuarry_GE02_v2_12-27-2022.dgn :: ROW 2/1/2023 3:55:04 PM hwye44a 1"=60' Scale: Rotation: 0°
Scott D. Billings
N/A
Micah G. Lederer
Micah G. Lederer
GE02
B
TH-2-96
Sec. 33, T. 23 S., R. 24 E. W.M. 2 1N
CENTRAL OREGON HWY. 007, US 20 M.P. 87.16
SOURCE # OR-13-061-5 DOGAMI # 13-0003
GAP (M.P. 87) QUARRY
PROSPECTIVE MATERIAL SOURCE
C RETIIFED
OREGON
E N
GINEERING GEOLO
G
STI
E2726
EXPIRES: 10-01-2023
MICAH G. LEDERER
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
STRUCTURE NO.
BDS DWG NO.
CALC. BOOK
COUNTY Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
HARNEY COUNTY, OREGON
CENTRAL OREGON HIGHWAY
ODOT R4 DISTRICT 10 MAINTENANCE
GAP (M.P. 87) QUARRY CHIP ROCK PRODUCTION
HWY:
M.P.:
DATE
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
46804680
0 40 80 200 240120 160
SECTION B-B
VERT. SCALE: 1":40'
HORIZ. SCALE: 1":40'
SECTION A-A
VERT. SCALE: 1":40'
HORIZ. SCALE: 1":40'
CROSS SECTIONS
10'
SAFETY BERM DETAIL
NO SCALE
V :1
H
1V:
2H
Excavation Area
Excavation Area
Proposed Safety Berm
V :1
H
V :1
H
V :1
H
V :1
H
Proposed Safety Berm (see detail this sheet)
Proposed Safety Berm (see detail this sheet)
Proposed Safety Berm (see detail this sheet)
Proposed Safety Berm (see detail this sheet)
Original Ground
Finish Ground
Finish Ground
Original Ground
47004700
400 44036080 1200 40 160 280 320200 240
Project BoundaryNo Work Area
Loose shot material
Access Road (approx.)
Proposed Bench
Loose shot material
MGL_2018_GapQuarry_GE03_12-28-2022.dgn :: ROW 2/1/2023 4:00:01 PM hwye44a 1"=40' Scale: Rotation: 0°
GE03
Scott D. Billings
N/A
Micah G. Lederer
Micah G. Lederer
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
STRUCTURE NO.
BDS DWG NO.
CALC. BOOK
COUNTY Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
HARNEY COUNTY, OREGON
CENTRAL OREGON HIGHWAY
ODOT R4 DISTRICT 10 MAINTENANCE
GAP (M.P. 87) QUARRY CHIP ROCK PRODUCTION
HWY:
M.P.:
DATE
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R
TC RETIIFED
OREGON
E N
GINEERING GEOLO
G
STI
E2726
EXPIRES: 10-01-2023
MICAH G. LEDERER
Sec. 33, T. 23 S., R. 24 E. W.M. 2 1N
CENTRAL OREGON HWY. 007, US 20 M.P. 87.16
SOURCE # OR-13-061-5 DOGAMI # 13-0003
GAP (M.P. 87) QUARRY
PROSPECTIVE MATERIAL SOURCE
| 2023-02-07T12:46:29-0800 | |
| LEDERER Micah G |
| 2023-02-07T12:46:33-0800 | |
| LEDERER Micah G |
| 2023-02-07T12:46:38-0800 | |
| LEDERER Micah G |
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