Plans 10-23-2023.pdf
PDF 695 KB Posted
- Attached to
- RFCQ - ESB Prineville Sanding Aggregate
- Solicitation number
- S-73000-00009146
- Issued by
- Crook County, Oregon
About this file
The document provided consists of engineering plans and technical specifications for the 2023 Prineville Sanding Aggregate Production project, which is being managed by the Oregon Department of Transportation (ODOT) for Crook County. The project scope involves supplying all labor, equipment, machinery, and traffic control for producing and stockpiling or delivering and stockpiling 10,000 cubic yards of specified aggregate. The plans detail the excavation area, processing area, stockpile locations, and cross-sections of the Grass Butte Cinder Pit, which is the prospective material source for this project. The plans are dated October 23, 2023, and the project is set to renew on September 1, 2024.
The related state and local contract opportunity is an RFCQ (Request for Competitive Quotes) for the Prineville Sanding Aggregate project, which involves the jurisdictions of Deschutes County and the City of Bend. The contract is seeking to obtain the specified aggregate and associated work, as detailed in the engineering plans and technical specifications. No additional pricing terms, set-asides, incumbents, funding requirements, or other salient information is provided in the document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 35893 RFCQ Attachments.docx | DOCX document | |
| Technical Specifications and Special Provisions~1.docx | DOCX document | |
| 35893 RFCQ.docx | DOCX document | |
| Prelim Bid Results~93.xlsx | XLSX spreadsheet | |
| RFP Engineering Services Pettit Trail and Pickleball.pdf | ||
| Prospective Material Source Narrative - Grass Butte Cinder Pit.pdf |
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Text version
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2023_PrinevilleSandAggProd_GM01.dgn :: Default 10/23/2023 2:19:01 PM hwyr40f CUSTOM 1920 Scale: Rotation: 0°
GRASS BUTTE CINDER PIT
S½, S½, SW¼, SE¼, Sec. 9 & N½, N½, NW¼, NE¼, Sec. 16, T. 15 S., R. 15 E., W.M.
OR126 (HWY 041), M.P. 13.7
SOURCE # OR-07-004-4 DOGAMI # 07-0034
PLAN
1" = 160'
LEGEND
N
Scale (ft.)
16080
= Access Road
= Excavation Area
PROSPECTIVE MATERIAL SOURCE
R e je c ts
A
Processing Area
= Stockpile
Crook County
Crook County
ODOT
ODOT
ODOT
ODOT
Crook County
To
OR12
Hau l/P it A cce ss
Rd.
drawing is not to scale measure one inch then
If scale bar doesn't
SCALE WARNING
Datum 1988 (NAVD88), and are for reference only.
2. Elevations shown are based on North American Vertical
NOTES:
1. For "Section A-A", see sheet "GE02".
AH15-04
AH15-03
AH15-02
AH15-01
AH15-05
DH15-07
AH15-10
= Property Line
= Approximate Drill Hole Location
= Project Boundary
Storage Area Oversize
Stockpile Area
Sanding Aggregate Stockpile Existing Crook County
A cc es s
R oa d
A c c e s s
R o a d
Aggregate Stockpile Existing City of Prineville
A
AH15-08
DH15-06
to be Relocated
Oversize
Area Excavation
PROSPECTIVE MATERIAL SOURCE
RENEWS: 9-1-2024
C RETIIFED
OREGON
E N
GINEERING GEOLO
G
STI
E2783
BOBBI JEAN CUMMISKEY
October 9, 2024.
Cinder Pit - Prospective Material Source" dated
3. For Drill Hole Logs, see "Narrative for Grass Butte
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
CROOK COUNTY
OCHOCO HIGHWAY
2023 PRINEVILLE SANDING AGGREGATE PRODUCTION
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Scott D. Billings
N/A
Bobbi Jean Cummiskey
Bobbi Jean Cummiskey
GE01
2023_PrinevilleSandAggProd_GM02.dgn :: Default 10/6/2023 3:36:43 PM hwyr40f 1"=80' Scale: Rotation: 0°
GRASS BUTTE CINDER PIT
S½, S½, SW¼, SE¼, Sec. 9 & N½, N½, NW¼, NE¼, Sec. 16, T. 15 S., R. 15 E., W.M.
OR126 (HWY 041), M.P. 13.7
SOURCE # OR-07-004-4 DOGAMI # 07-0034
PROSPECTIVE MATERIAL SOURCE
NOTES:
drawing is not to scale measure one inch then
If scale bar doesn't
SCALE WARNING
Datum 1988 (NAVD88), and are for reference only.
2. Elevations shown are based on North American Vertical
= Excavation Area
1V:1.5H
1. For locaton of "Section A-A", see sheet "GE01".
CROSS SECTION
E le v a ti o n f t.
Distance (ft.)
0 100 200
E le v a ti o n f t.
SECTION A-A
1" = 80'
Finished Surface
Existing Ground
C RETIIFED
OREGON
E N
GINEERING GEOLO
G
STI
E2783
RENEWS: 9-1-2024
BOBBI JEAN CUMMISKEY
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
CROOK COUNTY
OCHOCO HIGHWAY
2023 PRINEVEILLE SANDING AGGREGATE PRODUCTION
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
GE02
Scott D. Billings
N/A
Bobbi Jean CUmmiskey
Bobbi Jean Cummiskey
| 2023_PrinevilleSandAggProd_GM02.pdf |
| 2023_PrinevilleSandAggProd_GE01.pdf |
| 2023-10-23T14:21:23-0700 | |
| CUMMISKEY Bobbi Jean |
| 2023-10-23T14:21:41-0700 | |
| CUMMISKEY Bobbi Jean |
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