Exhibit 6 - Plans~9.pdf
PDF 957 KB Posted
- Attached to
- ESB Mosier Deicer Tanks & Distribution
- Solicitation number
- S-73000-00017782
- Issued by
- Oregon
About this file
This file is a site plan and engineering drawing document prepared by the Oregon Department of Transportation for a secondary containment structure and building cover project located in Mosier, Oregon, Wasco County. The project involves the construction of a pre-engineered metal building (PEMB) with secondary containment capacity designed to hold deicer tanks for ODOT operations. The structure will be 748 square feet in actual area, constructed as a Group U (Utility and Miscellaneous) occupancy classified as Construction Type II-B (Unprotected, Non-Combustible), and located on Tax Lot 2N 11E 2 D 300. The secondary containment system must provide capacity exceeding 10% of total primary container volume (2,000 gallons) and 100% of the largest container volume (10,000 gallons) in compliance with 40 CFR 264.175 requirements. The project site is situated at coordinates 45.68194 latitude and -121.40523 longitude within the Mosier City Limits.
The engineering specifications require compliance with the Mosier Municipal Code, Wasco County General Requirements, and the 2016 Oregon Structural Specialty Code. Design parameters include a basic design wind speed of 99 MPH, design ground snow load of 42 psf, frost depth of 24 inches, and a presumptive soil load bearing capacity of 1,500 psf in Site Class D. Material requirements specify ASTM-compliant steel components, hot dip galvanized PEMB framing per ASTM A123, 3,300 psi concrete for all concrete work, and well-graded 3/4-inch minus crushed rock for granular structure backfill compacted to 95% maximum dry density. All work must be performed with submittals of stamped working drawings and calculations to the Engineer for approval prior to fabrication, and the contractor must complete special inspections as required by the Oregon Structural Specialty Code Chapter 17. The document is dated January 3, 2025, with a professional engineer stamp from Paul Joseph Strausser (PE #82398, expires 06-30-2026).
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00017782_RFCQ.docx | DOCX document | |
| Attachment B - Sample Contract~16.docx | DOCX document | |
| Attachment A Form A-2_Bid Pricing Form~4.xlsx | XLSX spreadsheet | |
| Exhibit 5 - Specifications~4.docx | DOCX document |
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Text version
2025.01.03 11:02:49-08'00'
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
BUILDING NO.
BDS DWG NO.
CALC. BOOK
COUNTY Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
WASCO COUNTY
TAX LOT 2N 11E 2 D 200
OREGON DEPARTMENT OF TRANSPORTATION PROPERTIES
Secondary Containment Structure and Building Cover
District 9 - Mosier, OR
HWY:
M.P.:
DATE
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Johathan S. Doughton
Johathan S. Doughton
Paul J. Strausser
Rhonda L. Freeman
SITE PLAN
SCALE WARNING
DRAWING IS NOT TO SCALE
MEASURE ONE INCH, THEN
IF THIS SCALE LINE DOES NOT
WASCO
N/A
N/A
01/25
OREGON
RE
GI
ST
ERE
DPROFESSIONALEN
GINEER
RENEWS: 06-30-2026
P A
U
L
JOSEPH STRA
U S E
RM
A Y
23,2
82398PE
N/A
BR_PIN4650_510_D9_gen_01.dgn :: C01 1/6/2025 3:11:43 PM hwye43p
R O
C K C
R E E
K R
D
Taxlot 2N 11E 2 D 300
Taxlot 2N 11E 2 903
Slope finished grade to drain away from the containment system, approximately six inches over ten feet.
all site work and obtain approval prior to constructing footings and slabs.
compacted to 95% of maximum dry density per ASTM D1557. Provide compaction test reports to the Engineer for
Subbase material for slabs and footings shall be undisturbed natural ground or granular structure backfill
SITE WORK
Furnish exposed fastener metal roof and siding. Install siding between purlins.
Provide a well graded, 3/4" minus crushed rock or approved equal for granular structure backfill.
Hot dip galvanize plates, threaded rods, hardware, and all PEMB framing according to ASTM A123.
Furnish ASTM A36 steel for embedded plates.
Furnish heavy hex nuts according to ASTM A563 Grade A and washings according to ASTM F436.
Furnish grade 55 theaded rod according to ASTM F1554.
Furnish grade 60 reinforcing steel according to ASTM A615, ASTM A496, or ASTM A82.
Furnish structural, non-epoxy grout from the ODOT QPL suitable for bearing applications.
Furnish general structure concrete, 3300 psi for all concrete.
MATERIAL REQUIREMENTS
Obtain approval from the Engineer prior to fabrication.
Submit stamped working drawings and calculations to the Engineer for approval .
PRE-ENGINEERED METAL BUILDING (PEMB) REQUIREMENTS
container volume (2000 gallons) and 100% of the largest container volume (10000 gallons).
40 CFR264.175 - Secondary containment provides capacity exceeding 10% of total primary
OREGON OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REQUIREMENTS
Collateral Load = 5 psf
Seismic Design Base Shear = 0.103WRoof Live Load = 20 psf
Seismic Design Category DDesign Ground Snow Load = 42 psf
Site Class DPresumptive Soil Load Bearing = 1500 psf
: 0.461 and 0.325 D1 and S
DS
Design Spectral Accelerations SExposure Category C
: 0.492 and 0.227 and S S
Mapped Spec. Response Accel SBasic Design Wind Speed = 99 MPH
Risk Category IISevere Weathering Class
Seismic Importance Factor = 1.0Frost Depth: 24" all other applicable state and local regulations.
Requirements, Commercial Building Requirements of the 2016 Oregon Structural Specialty Code (OSSC 2016), and
Building Code Perform all work in strict compliance with the Mosier Municipal Code (MMC), Wasco County General, GENERAL BUILDING REQUIREMENTS
Actual Area = 748 SFBase allowable area = 8500 SF
Construction Type: II-B (Unprotected, Non-Combustible)
Occupancy Class: Group U (Utility and Misc.)
Industrial Zone (I)
CODE DATA
Salem, OR 97302Wasco County
4040 Fairview Industrial Drive, SECity of Mosier
Oregon Department of TransportationOwner:Tax Lot: 2N 11E 2 D 300Site:
Construct secondary containment system and building cover.
DESCRIPTION OF WORK
Taxlot 2N 11E 2 D 200
Taxlot 2N 11E 2 402
Taxlot 2N 11E 2 D 200
Taxlot 2N 11E 2 D 201 structure
Proposed structure
Existing
Mosier City Limits
Mosier City Limits
LOCATION MAP
LAT. 45.68194, LONG. -121.40523
SEC. 02, T. 02 N., R. 11 E., W.M.
Mosier City Limits
Wasco County upon completion of construction.
* Building Number to be assigned
DEFERRED SUBMITTALS
prior to pouring foundations.
Submit building reactions to the Engineer of Record
Pre-engineered metal building plans and calculations.
Oregon Structure Specialty Code, Chapter 17.
Complete special inspections as required by the
SPECIAL INPECTIONS
C01
ODOT ENTRANCE
2025.01.03 11:03:18-08'00'
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