Attachment1.pdf
PDF 1 MB Posted
- Attached to
- Sperry Fork & Superior Bridge Deck Replacement Federal contract opportunity
- Solicitation number
- 1255N919R0001
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sperry_Fork__Superior_Bridge_Deck_Replacements_Pre_Bid_Questions.pdf | ||
| 1255N919R0001_A0001.pdf | ||
| Sperry_Fk_Pre_Bid_Sign_In.pdf | ||
| Attachment6.pdf | ||
| Attachment3.pdf | ||
| Attachment4.pdf | ||
| Attachment2.pdf | ||
| 1255N919R0001.pdf | ||
| Attachment5.pdf | ||
| Attachment7.docx | DOCX document |
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Text version
PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET
2 EXISTING PLAN & PROFILE
3 EXISTING XS & ATTACHMENT DETAILS
PROPOSED XS, PLAN, DETAILS
PROPOSED XS, PLAN, DETAILS
6 STAGING AREA LOCATION
7 STAGING AREA DETAILS
FROM THE IRONTON RANGER STATION TRAVEL WEST ON PINE
GROVE-SMOKEY ROW RD FOR 3.1 MILES, THEN TURN RIGHT ONTO
OH-650 N FOR 1.8 MILES TO PROJECT SITE.
GREAT DIVIDE DISTRICT OFFICE
22223 STATE HIGHWAY 13
GLIDDEN, WI 54527
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER DATE
DISTRICT RANGER
DATE
4/2 3/1
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W G;
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WAYNE NATIONAL FOREST
LAWRENCE COUNTY
OHIO
SPERRY FORK BRIDGE DECK
REPLACEMENT
CENTER OF EXISTING
PAVEMENT STA. 0+00
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
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EASTERN REGION
SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
EXISTING PLAN &
PROFILE
09/19/2017
FS090523_R102013_L1-002.dwg
P. HAMPSTON
P. HAMPSTON
J. ORMES
297'
ROW LIMITS
DRAINAGE DITCH
NOTE:
FIELD VERIFY EXACT LENGTH OF DECKING NEEDED BEFORE ORDERING
BRIDGE PROFILE VIEW
BRIDGE PLAN VIEW
EXISTING CONCRETE ABUTMENTS
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LAWRENCE HACKER
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DB 151, PG 618
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LAWRENCE W. HACKER
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DB 628, PG 311
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OR 000, PG 000
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DB 000, PG 000
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AutoCAD SHX Text Auditor Parcel Number
AutoCAD SHX Text Official Record Book, Page
AutoCAD SHX Text Deed Book, Page
AutoCAD SHX Text MAG Nail Set
AutoCAD SHX Text Railroad Spike Set
AutoCAD SHX Text Aluminum Cap set
AutoCAD SHX Text 3/4" x 36' rebar with
AutoCAD SHX Text Tree
AutoCAD SHX Text Fence Post
AutoCAD SHX Text Pk Nail, MAG Nail Found
AutoCAD SHX Text Railroad Spike Found
AutoCAD SHX Text Iron Pin Found
AutoCAD SHX Text Iron Pipe Found
AutoCAD SHX Text Concrete Monument Found
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LEGEND
AutoCAD SHX Text 15" Plastic (EXISTING)
AutoCAD SHX Text N20040.90
AutoCAD SHX Text E20238.68
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EL:86.10
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SPERRY CREEK
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AutoCAD SHX Text Overhead Electric
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OPC #1027-61
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AutoCAD SHX Text N:20277.89
AutoCAD SHX Text Edge Asphalt Pavement
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OHIO STATE ROUTE NO. 650
AutoCAD SHX Text Edge Asphalt Pavement
AutoCAD SHX Text E:20457.54
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EL:107.38
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TBM
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AutoCAD SHX Text Top Bank
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REAR ABUTMENT STA. 0+44
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FORWARD ABUTMENT STA. 4+00 - EL.=94.00
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FORWARD ABUTMENT STA. 4+10 - EL.=94.00
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EL.=103.52
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REAR ABUTMENT STA. 0+46.59
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EL.=103.96
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PROJECT NAME
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
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EASTERN REGION
SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
EXISTING XS &
ATTACHMENT
DETAILS
09/19/2017
FS090523_R102013_L1-002.dwg
P. HAMPSTON
P. HAMPSTON
J. ORMES
EXISTING BRIDGE SECTION VIEW
1" LONG SPOT WELDS @ 12" O.C. SPACING
4" X
" PLATE COMPLETE LENGTH OF BRIDGE
L 5" X 3" X
" DECK
RETAINING ANGLES
TO REMAIN
8" X 8" WF GIRDERS
2X4 (NOMINAL) NAIL-LAM
DECK PANELS
REMOVE 4" X
" PLATE
REMOVE 2X4 NAIL-LAM DECK PANELS
H E
I G
H T
V
A R
I E
S
EXISTING GROUND
EXISTING DECK ATTACHMENT DETAIL
NOTE:
METAL PLATES AND EXISTING DECKING SHALL BECOME PROPERTY OF THE
CONTRACTOR. DISPOSE OF PROPERLY OFF FS LAND.
THE SUPERIOR TRAIL BRIDGE IS SIMILAR IN DESIGN BUT HAS 4 I BEAMS AND
ARE ~24" APART AND THE BRIDGE IS 40' X 8' . THE SAME AMOUNT OF HARD
WARE WILL BE USED PER PANEL
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8"X8" WF
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(CROSS BEAM)
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8"X8" WF COLUMN
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
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SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
PROPOSED XS, PLAN,
DETAILS
09/19/2017
FS090523_R102013_L1-002.dwg
P. HAMPSTON
P. HAMPSTON
J. ORMES
10'
4'-7
5'-4
9'-3
" DIA. HOLE TYP
FIELD DRILL
8"X8" WF GIRDER
(TYP)
INSTALL PREFABRICATED TRANSVERSE
GLULAM DECK PANEL
HCP 15 BRIDGE
TIE ANCHOR
(OR EQUIVALENT)
" DOME HEAD
TIMBER BOLT
EXISTING STEEL GIRDER
EXISTING ANGLE BRACKET
BURR THREADS OR
TACK WELD NUT
PREFABRICATED GLULAM
DECK PANEL
GENERAL NOTES:
-DECK PANELS ARE DRAWN AT 30" WIDTH BUT DIFFERENT CONFIGURATIONS MAY BE
SUBMITTED FOR CO APPROVAL. ALL PANELS SHOULD BE THE SAME WIDTH EXCEPT END
PANEL WHICH SHALL BE SHOP CUT TO MATCH TOTAL BRIDGE SECTION LENGTH. FIELD
VERIFY LENGTH BEFORE ORDERING
-GLULAM PANELS SHALL CONFORM TO AITC 117-04, BE SOUTHERN PINE, COMBINATION
SYBOL #48 OR BETTER, WET USE ADHESIVE, AND INDUSTRIAL APPEARANCE
-GLULAM PANELS SHALL BE TREATED TO UC4B WITH PENTA IN HEAVY OIL.
-COMPLY WITH THE CURRENT EDITION OF WWPI'S "BEST MANAGEMENT PRACTICES FOR THE
USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS."
-COPPER NAPTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OF
WOOD. ALL ABRASIONS, CUTS, AND FIELD DRILLED HOLES APPROVED BY THE CO SHALL BE
GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. WHEN POSSIBLE, DO
NOT FIELD TREAT OVER LIVE STREAM. DO NOT SPILL PRESERVATIVE IN STREAM.
-THE FOLLOWING COMPLIANCE CERTIFICATES SHALL BE FURNISHED UPON DELIVERY:
-CERTIFICATION OF PRESERVATIVE, PENETRATION IN INCHES, AND RETENTION IN
POUNDS PER CUBIC FOOT (ASSAY METHOD) BY EITHER A QUALIFIED TESTING AND
INSPECTION AGENCY OR SUPPLIER CERTIFICATION. SUPPLIER CERTIFICATION
REQUIRES EACH SOLID PIECE TO BE STAMPED OR BRANDED WITH THE ALSC QUALITY
MARK.
-CERTIFICATION FROM A QUALIFIED INSPECTION AND TESTING AGENCY INDICATING
CONFORMANCE OF ALL GLUED-LAMINATED MEMBERS WITH AITC 117-04.
-SUPPLIER CERTIFICATION THAT ALL TREATED WOOD MATERIALS WERE TREATED IN
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF WWPI'S "BEST MANAGEMENT
PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS."
-ALL BOLTS, WASHERS, NUTS, AND MISCELLANEOUS METAL HARDWARE SHALL BE ASTM
A307 HOT DIPPED GALVANIZED
-ALL WORK SHALL BE CONTAINED WITHIN 30' ROW, 15' EACH DIRECTION FROM CENTERLINE
OF BRIDGE.
PROPOSED DECKING PLAN VIEW
PROPOSED DECKING SECTION VIEW
PROPOSED DECK ATTACHMENT DETAIL
1 8
GIRDER EDGES (TYP)
" OFFSET FROM CENTER OF
HOLE TO EDGE OF FLANGE
TIGHT FIT
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8"X8" WF
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(CROSS BEAM)
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8"X8" WF COLUMN
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
9 1 0:
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EASTERN REGION
SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
TRAFFIC CONTROL
PLAN
02/28/2019
FS090523_R102013_L1-002.dwg
N. MOSSBARGER
N. MOSSBARGER
S. WEST
NOT TO SCALE
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SIGNAL SUPPORT LOCATION
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SIGNAL SUPPORT LOCATION
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SIGNAL SUPPORT LOCATION
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SIGNAL SUPPORT LOCATION
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OM2-2V
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OM2-2V
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OM2-2V
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OM2-2V
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END ROAD WORK
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END ROAD WORK
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STOP HERE ON RED
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SAME AS OPPOSITE APPROACH (BOTH SIDES)
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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ONE LANE ROAD AHEAD
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ROAD WORK AHEAD
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STOP HERE ON RED
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PB FLARE RATE AT 8:1
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WORK ZONE EDGE LINE (WHITE)
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WORK ZONE CENTER LINE (DOUBLE, SOLID)
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TYPE A WORKING LIGHT
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TYPE A WORKING LIGHT
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LEGEND
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WORK AREA
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DRUMS/CONES
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CONCRETE BARRIER
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REMOVE EXISTING MARKINGS
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ATTENUATOR
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DIRECTION OF TRAVEL
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OHIO STATE ROUTE NO. 650
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OHIO STATE ROUTE NO. 650
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GUARDRAIL
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SPERRY FORK ATV BRIDGE
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KELLYS MILL ROAD-C.R. 43
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
9 1 0:
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EASTERN REGION
SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
STAGING AREA
LOCATION
02/28/2019
FS090523_R102013_L1-002.dwg
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S. WEST
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OHIO STATE ROUTE NO. 650
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PRIVATE DRIVE
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PRIVATE DRIVE
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PRIVATE DRIVE
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PRIVATE DRIVE
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SPERRY FORK ATV BRIDGE
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.66 MILES BETWEEN JOB SITE AND STAGING AREA
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WOODED AREA
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WOODED AREA
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 3/1
9 1 0:
N
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OS
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C:
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EASTERN REGION
SPERRY FORK BRIDGE
DECK REPLACEMENT
WAYNE
NATIONAL
FOREST
IRONTON DISTRICT
STAGING AREA
DETAILS
02/28/2019
FS090523_R102013_L1-002.dwg
N. MOSSBARGER
N. MOSSBARGER
S. WEST
STAGING AREA DETAILS
GATE DETAILS
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INSTALL TYPE 2 OBJECT MARKERS ON EACH POST. (OM2-2V))
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INSTALL 2 FIXED BARRICADE MARKERS ON GATE ARM. (FBM-L AND FBM-R, 8" X 24")
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1. SIGNS SHALL BE GOVERNMENT SIGNS SHALL BE GOVERNMENT SUPPLIED. ALL OTHER MATERIALS AND LABOR ARE CONTRACTOR SUPPLIED.
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.66 MILES BETWEEN JOB SITE AND STAGING AREA
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AutoCAD SHX Text COORDINATING INSTRUCTIONS CLEAR AND GRUB THE AREA SPOIL AND SLASH WILL BE PLACED IN DESIGNATED LOCATION INSTALL APPROXIMATELY 6 12" GOVERNMENT PROVIDED TIMER BOLLARDS AND GATE BOLLARDS AND GATE POST WILL BE CONCRETED INTO THE GROUND WITH AT LEAST 240 LBS PER POST/BOLLARD. PLACE 60 TON OF ODOT #2 STONE TO SITE, COMPACT WITH DOZER SEED AND MULCH EXPOSED SOIL AND SPOIL AREA WITH WNF SPECIFIED SEED MIXTURE
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SPOIL AND SLASH AREA
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OHIO STATE ROUTE 650
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1' BOLLARDS
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16' GATE
NOT TO SCALE
| Sheets and Views |
| Sperry Fork Deck Replacement-Cover Sheet |
| Sperry Fork Deck Replacement-Existing Plan & Profile |
| Sperry Fork Deck Replacement-Existing XS & Deck Attachment Details |
| Sperry Fork Deck Replacement-Proposed XS & Deck Attachment Details |
| Sperry Fork Deck Replacement-Traffic Control Plan |
| Sperry Fork Deck Replacement-Staging Area Location |
| Sperry Fork Deck Replacement-Staging Area Details |
File details come from the government source that posted it.