13243 Plans 2 of 2.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 200000000250 5
- Issued by
- Arenac County, Michigan
About this file
This document contains construction plans for the Baraga to Arnheim Rail to Trail Phase 3 project prepared by the State of Michigan Department of Technology, Management and Budget (DTMB), Facilities and Business Services Administration, Design and Construction Division. The project involves the repair and conversion of a railroad trestle bridge spanning the Little Carp River for use as a pedestrian and recreational trail. The scope of work includes removal of existing railroad ties and chain link fencing, installation of new prefabricated steel bridge panels with red or white oak wearing surfaces, construction of wooden approach railings and fencing with specified post spacing, installation of riprap for slope and channel protection, site clearing with stump removal on slopes steeper than 3:1, and excavation of approximately 232 cubic yards with placement of gravel and sand subbase materials. The plans specify approximately 540 linear feet of wood fencing at 6-foot post spacing, 161 square yards of riprap alternate work, 40 linear feet of permanent steel sheet piling as an alternate, and silt fence installation totaling 601 linear feet. The project identifies critical underground utility locations and fiber optic cable that must be protected during construction, with coordination required with utility companies for cable burial.
The construction plans detail specific material requirements including pressure-treated number 2 southern pine for wooden components, coated deck screws and lag bolts with weathering steel specifications, MDOT Class II sand subbase and 23A gravel aggregate, and 18-inch MDOT plain riprap over geotextile fabric. Expansion joints and splicing details are provided for steel bridge components with specifications for hot dipped galvanizing of plates, shims, and high-clamping-force bolts. Weight limit signage of 13 tons is required at site entrances. The project incorporates environmental controls including seed and mulch application on remaining slopes and establishment of undisturbed vegetation buffers. Reference point elevations and existing water elevation data (612.30 on October 10, 2013) are documented for construction verification. All drawings are dated March 31, 2020, and issued for construction, with detailed cross-sections, elevation views, and connection details provided across multiple sheets for contractor field verification prior to fabrication and construction.
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Other files
| File | Type | Posted |
|---|---|---|
| 13243 Specifications.pdf | ||
| 13243 Plans 1 of 2.pdf | ||
| Addendum No. 2.pdf | ||
| Addendum No. 1.pdf | ||
| Addendum No. 3.pdf | ||
| 13243 Advertisement.pdf | ||
| Addendum No. 4.pdf |
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R feetGRAPHIC SCALE: FULL feetHALF
60402010
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CAUTION - CRITICAL
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TRESTLE BRIDGE TO BE REPAIRED
PROPOSED PLAN OF SITE1
NOTES:
1. ENTIRE SUPERSTRUCTURE NOT SHOWN FOR CLARITY SEE SHEET S102 FOR
SUPERSTRUCTURE PLAN VIEW.
2. CLEARING ON THIS SHEET INCLUDES CUTTING TREES, BRUSH AND
SAPLINGS.
3. STUMPS TO REMAIN ON ALL SLOPES STEEPER THAN A 3 ON 1 UNLESS
PROTECTED WITH RIPRAP.
4. CLEARING SCOPE TO INCLUDE ONLY THE TREES, WITH STUMPS 4"-8" ABOVE
GROUND SURFACE LEFT IN PLACE. REMOVE, CHIP, AND DISPOSE OF
DEBRIS ON SITE. SPREAD CHIPS EVENLY WITHIN THE RIGHT OF WAY OR
DISPOSE OF OFF SITE.
PROTECT FIBER BOX AND CABLE,
COORDINATE W/ UTILITY COMPANY
ON CABLE BURIAL
BURIED CABLE. UTILITY
JUNCTION BOX IN THIS AREA
.0
.0
CLEARING LIMITS, STUMPS
SHALL REMAIN ON SLOPE
UNDERGROUND UTILITY
CAUTION - CRITICAL
165' WOOD FENCING
6'-0" POST SPACING
SEE DETAIL SHEET C501
120' WOOD FENCING
6'-0" POST SPACING
SEE DETAIL SHEET C501
135' WOOD FENCING
6'-0" POST SPACING
SEE DETAIL SHEET C501
85' WOOD FENCING
6'-0" POST SPACING
SEE DETAIL SHEET C501
EXCAVATE DOWN 12", 94 CYD
6" OF 23A GRAVEL 283 SYD
OVER 6" MDOT CL II SAND, 47 CYD
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
CLEARING LIMITS, STUMPS
SHALL REMAIN ON SLOPE
CLEARING LIMITS, STUMPS
SHALL REMAIN ON SLOPE
CLEARING LIMITS, STUMPS
SHALL REMAIN ON SLOPE
CLEARING LIMITS, STUMPS
SHALL REMAIN ON SLOPE
EXISTING ACCESS ROAD
EXISTING GROUTED RIPRAP
ADD ALTERNATE 1,
RIPRAP, MDOT PLAIN, 161 SYD
ADD ALTERNATE 1,
40LFT PERMANENT STEEL SHEET PILING
SEE DETAIL SHEET C502
EXCAVATE DOWN 12", 138 CYD
6" OF 23A GRAVEL 417 SYD
OVER 6" MDOT CL II SAND, 69 CYD
SILT FENCE, 204 LFT
SILT FENCE, 128 LFT
SILT FENCE, 140 LFT
SILT FENCE, 129 LFT
SEED AND MULCH, TYP
(2) TYPE III
BARRICADES
(2) TYPE III
BARRICADES
WEIGHT LIMIT 13 TONS
SIGN (R12-1)
WEIGHT LIMIT 13 TONS
SIGN (R12-1)
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
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T/BANK
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BIN WALL
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LITTLE CAPR RIVER
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LITTLE CAPR RIVER
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FIBER
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TP #1
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FIBER
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FIBER
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C101
AutoCAD SHX Text 7136-13-0890
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751/13243.JBB
AutoCAD SHX Text 3.31.2020
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AR
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PLAN OF SITE
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JR
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WEIGHT
LIMIT
TONS
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
3" TOPSOIL, SEED AND MULCH
REMAINING SLOPES
INSTALL 18" MDOT PLAIN
RIPRAP OVER 8OZ
GEOTEXTILE FABRIC
EXISTING GRADE
1'
TOE RIPRAP IN TRENCH,
TYP. ALL EDGES
AutoCAD SHX Text NOTES: : 1) ALL WOOD SHALL BE PRESSURE TREATED No. 2 SOUTHERN PINE. PROVIDE 12'-0" RAIL LENGTHS AND STAGGER RAIL SPLICES 2) USE 3" COATED DECK SCREWS (TORQ HEAD) AT POSTS. COATED DECK SCREWS (TORQ HEAD) AT POSTS. . 3) RAIL BOARD SPLICES SHALL BE CENTERED ON POST.
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%%USECTION VIEW
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%%UFRONT VIEW
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STANDARD WOODEN APPROACH RAILING/FENCE
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NOT TO SCALE
AutoCAD SHX Text 2x6 RAIL
AutoCAD SHX Text 2x8 TOP RAIL
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18" HDPE PIPE FILLED WITH PEA GRAVEL (6A)
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COMPACTED SUBGRADE
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AutoCAD SHX Text 6x6 POST
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TRAIL
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SAND OR CHAMFER EDGES OF HAND RAIL
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(3) #12X3" COATED DECK SCREWS (TORQ HEAD) AT POSTS
AutoCAD SHX Text OBJECT MARKER SIGN 6"x24" (OM-3L OR OM-3R)
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#8X3" COATED DECK SCREWS (TORQ HEAD) @24" O.C.
AutoCAD SHX Text SPLICE AT OF POST (TYP). ALTERNATE RAIL SPLICES AT EACH POST. SEE RAILING FASTENER DETAIL.
AutoCAD SHX Text EDGE OF OBJECT MARKER SHALL ALIGN WITH INNER EDGE OF RAILING. INSTALLED AT START OF RAILING AND BRIDGE.
AutoCAD SHX Text 2x6 TOP RAIL SUPPORT
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AutoCAD SHX Text 2x6 RAIL
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REF PT A OR B
AutoCAD SHX Text 8"x8" POST
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(2) SIMPSON RPBZ POST BASES WITH (4) 38" ANCHOR BOLTS TO ABUTMENT AND (8) " x 1 " SDS TO POST, OR EQUAL. 14" x 1 " SDS TO POST, OR EQUAL. 12" SDS TO POST, OR EQUAL.
AutoCAD SHX Text STACKED 8"x8" TIMBERS ANCHORED TO ABUTMENT
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PROP GRADE
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SEE DECK RAILING TO POST DETAIL
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BEVEL POST
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DECK TOP RAIL
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DECK SIDE RAIL
AutoCAD SHX Text 6"Wx4'-4"Hx " WEATHERING STEEL PLATE 14" WEATHERING STEEL PLATE
AutoCAD SHX Text 2"x3"x4' LONG WEATHERING STEEL ANGLE
AutoCAD SHX Text DRILL HOLES TO ATTACH ANGLE AND PLATE TO 8x8 POST WITH #12 TORX HEAD SCREWS @ 12" OC
AutoCAD SHX Text 2"x8" HANDRAIL
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2"X6" RAILING
AutoCAD SHX Text 6x6 POST
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TRAIL
AutoCAD SHX Text WEIGHT LIMIT SIGN 18"x24" (R12-1)
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18" HDPE PIPE FILLED WITH PEA GRAVEL (6A)
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BEVELED TOP OF POLE
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C501
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
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AR
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CH
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BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
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GENERAL DETAILS
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JR
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SHEET
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FLOW
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FENCE POST
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GEOTEXTILE
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FILTER FABRIC
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COMPACTED
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EARTH
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SHEET
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FLOW
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SILT FENCE JOINT
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SECTION B-B
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SUPPORT FENCE
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UNDISTURBED
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VEGETATION
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FENCE POST DRIVEN
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1'INTO GROUND
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1'MIN
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SUPPORT
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FENCE
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SPACING 6' MAX.
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6"ANCHOR TRENCH
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GEOTEXTITLE FILTER
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FABRIC
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GEOTEXTILE FILTER
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FABRIC FASTENED TO
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UPHILL SIDE TOWARDS
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EARTH DISRUPTION
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RIDGE OF COMPACTED
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EARTH ON FILTER FABRIC
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FLOW
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1'MIN
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UNDISRUPTED
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VEGETATION
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SILT
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FENCE
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FENCE
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SILT FENCE JOINT
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SECTION A-A
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FRONT VIEW
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PLAN VIEW
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SECTION B-B
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FABRIC
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TO BE
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WRAPPED
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AROUND
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FENCE
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POST
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COUPLER
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SILT FENCE DETAIL
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NOT TO SCALE
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WIDTH VARIES
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6" MDOT 23A OR CRUSHED MINE ROCK COMPACTED TO 97%
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SUITABLE SUBGRADE COMPACTED TO 95%
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TYPICAL TRAIL SURFACE SECTION
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NOT TO SCALE
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%%URIPRAP SLOPE AND CHANNEL PROTECTION
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NOT TO SCALE
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(4) " X 3.5" RSS GRK 516" X 3.5" RSS GRK FASTENERS EACH END OF RAIL AND WHERE RAIL PASSES 6X6 POST.
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BEVEL TOP OF POST
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FENCE TO RAILING CONNECTION DETAIL
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SCALE 1/2"=1'
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DECK RAILING TO POST DETAIL
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SCALE 2"=1'
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6" CL II SAND SUBBASE COMPACTED TO 95% MAXIMUM DENSITY
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%%UWEIGHT LIMIT SIGN (R12-1)
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NOT TO SCALE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TRAIL
CUT TOPS OF SHEET PILING
FLUSH. CLEAN UP BURRS AND
SHARP EDGES AFTER CUTTING.
INSTALL NEW OR USED SHEET PILE IN GOOD
CONDITION. MINIMUM 20' PILE DRIVEN TO A DEPTH WITH
1' EXPOSED PILE FACE ON TRAIL SIDE, OR TO PILE
REFUSAL. CUT PILES FLUSH ALONG LENGTH OF WALL.
EXPOSED SHEET PILE FACE
MDOT 23A TRAIL GRAVEL
MDOT CL II SAND SUBBASE
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C502
AutoCAD SHX Text 7136-13-0890
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751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
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AR
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CH
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BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
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SHEET PILE DETAILS
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JR
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MM
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ALTERNATE 1: SHEET PILE DETAILS
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SCALE 1" = 1'
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2.0% MAX
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SHEET PILE ELEVATION
2.0% MAX
Know what's below.
before you dig.Call
R feetGRAPHIC SCALE: FULL feetHALF
3020105
REMOVE 230 LFT RAILROAD TIES
REMOVE EXISTING CHAIN LINK
FENCE, BARBWIRE AND BRACES
REMOVE EXISTING CHAIN LINK
FENCE, BARBWIRE AND BRACES
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
EXISTING WOOD PIER D, PROTECT
EXISTING RAILROAD TIES (TO BE REMOVED)
OVER STEEL PLATE GIRDERS (PROTECT)
EXISTING STEEL PIERS A & B
AND CROSS BRACING (PROTECT)
WATER ELEV:
= 612.30 ON
10/10/2013
REMOVAL PLAN OF STRUCTURE1
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
EXISTING WOOD PIER C, PROTECT
PROTECT EXISTING ABUTMENT
AutoCAD SHX Text
ROW
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JEFFERY W KYES & JOHN L MASSIE
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JEFFERY W KYES & JOHN L MASSIE
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DITCH
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BIN WALL
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ROW
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TP #1
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FIBER
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AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text S501
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S101
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE REMOVAL PLAN OF STRUCTURE
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
AutoCAD SHX Text S201
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text S501
AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text S501
AutoCAD SHX Text
FIBER
FIBER
R feetGRAPHIC SCALE: FULL feetHALF
60401010
CHIP AND PATCH EXISTING
CONC ABUTMENT SEE
SHEET S505
NOTES:
1. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR
TO FABRICATION AND CONSTRUCTION.
RE
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UNDERGROUND UTILITY
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UNDERGROUND UTILITY
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PROPOSED PLAN OF STRUCTURE1
2"X8" RS RED OR WHITE OAK
WEAR DECK SURFACE4"X8" RS DECK PLANKS, BENEATH
OAK WEARING COURSE
AutoCAD SHX Text
ROW
AutoCAD SHX Text
JEFFERY W KYES & JOHN L MASSIE
AutoCAD SHX Text
JEFFERY W KYES & JOHN L MASSIE
AutoCAD SHX Text
ROW
AutoCAD SHX Text
TP #1
AutoCAD SHX Text
FIBER
AutoCAD SHX Text
FIBER
AutoCAD SHX Text A
AutoCAD SHX Text S502
AutoCAD SHX Text C
AutoCAD SHX Text S502
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S102
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE PROPOSED PLAN OF STRUCTURE
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text D
AutoCAD SHX Text S502
AutoCAD SHX Text B
AutoCAD SHX Text S502
AutoCAD SHX Text B
AutoCAD SHX Text S502
AutoCAD SHX Text
S202
R
EXISTING BOX CULVERT
ASSUMED CONCRETE PIER
FOUNDATION
PIER A
PIER B
EXISTING CONCRETE ABUTMENT
SEE SHEET S505 FOR CHIPPING
AND PATCHING DETAILS.EXISTING TIMBER ABUTMENT
EXISTING TIMBER PILES
RE
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REMOVE EXISTING RAILROAD TIES
REMOVE EXISTING CHAIN LINK
FENCE, BARBWIRE AND BRACES
REMOVE EXISTING CHAIN LINK
FENCE, BARBWIRE AND BRACES
ASSUMED CONCRETE PIER
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PIER D
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EXISTING BRIDGE PROFILE1
EXISTING CRIB WALL
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S201
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE EXISTING BRIDGE PROFILE
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
1"=10'
R
APPROXIMATE CONCRETE
PIER FOUNDATION
PIER A
PIER B
EXISTING CONCRETE ABUTMENT
SEE DETAIL G SHEET S505 FOR CHIPPING
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EXISTING TIMBER ABUTMENT
EXISTING TIMBER PILES
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PIER C
SEE SHEET S502 FOR DETAILS
WOOD FENCING SEE SHEET
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WOOD FENCING SEE SHEET
C501 FOR DETAIL
SEE DETAIL E/F SHEET C501
FOR RAILING TO FENCE
CONNECTION DETAIL
SEE SHEET S505 FOR
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PH. 906.482.0535
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PROPOSED BRIDGE PROFILE1
2" EXPANSION GAP,
SEE DETAIL H/S502
2" EXPANSION GAP, SEE
DETAIL G/S502 2" EXPANSION GAP,
SEE DETAIL H/S502
13'-0" PREFABRICATED STEEL BRIDGE
PANELS WITH 1
2" CONSTRUCTION GAPS
15'-0" PREFABRICATED STEEL BRIDGE
PANELS WITH 1
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14'-0" PREFABRICATED STEEL
BRIDGE PANELS WITH 1
2"
CONSTRUCTION GAPS
EXISTING CRIB WALL
ADJUST LAST HSS 8x6 IN DECK
SECTION TO REMAIN ON SAME SIDE
OF EXPANSION GAP. MAXIMUM
ADJUSTMENT OF 12 INCHES.
VERIFY DIMENSIONS OF LAST DECK
SECTION TO ALIGN WITH EXPANSION
JOINT
2" EXPANSION GAP, SEE
DETAIL G/S502
2" EXPANSION GAP, SEE
DETAIL G/S502
ADJUST LAST HSS 8x6 IN DECK
SECTION TO REMAIN ON SAME SIDE
OF EXPANSION GAP. MAXIMUM
ADJUSTMENT OF 12 INCHES.
ADJUST LAST HSS 8x6 IN DECK
SECTION TO REMAIN ON SAME SIDE
OF EXPANSION GAP. MAXIMUM
ADJUSTMENT OF 12 INCHES.
ADJUST LAST HSS 8x6 IN DECK
SECTION TO REMAIN ON SAME SIDE
OF EXPANSION GAP. MAXIMUM
ADJUSTMENT OF 12 INCHES.
CONTRACTOR TO ADJUST
FINAL DECK DIMENSIONS TO
FIT BRIDGE DIMENSIONS
AutoCAD SHX Text D
AutoCAD SHX Text S502
AutoCAD SHX Text A
AutoCAD SHX Text S502
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S202
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE PROPOSED BRIDGE PROFILE
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text C
AutoCAD SHX Text S502
AutoCAD SHX Text B
AutoCAD SHX Text S502
AutoCAD SHX Text B
S502
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AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
EXISTING TIMBER PIER D
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
TOW ELEV: 685.76
AutoCAD SHX Text
EXISTING TIMBER BEAM TO REMAIN
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
EXISTING LONGITUDINAL SECTION AT NORTH CONCRETE ABUTMENT
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
SCALE 1" = 4'
AutoCAD SHX Text
SECTION AT PIER A
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
EXISTING BRIDGE CENTER OF SPAN CROSS SECTION
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
SECTION AT PIER B
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
EXISTING LONGITUDINAL VIEW AT PIER C
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
EXISTING CROSS SECTION AT PIER D
AutoCAD SHX Text
SCALE 1" = 4'
AutoCAD SHX Text
STEEL CROSS BRACING
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
TOS ELEV: (B) 685.43 TOS ELEV: (F) 685.42
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
STEEL CROSS BRACING
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
STEEL BOTTOM CHORD BRACING
AutoCAD SHX Text
STEEL BOTTOM CHORD BRACING
AutoCAD SHX Text
TOS ELEV: 685.37
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
EXISTING WOODEN BEAM SEE SECTION PIER D
AutoCAD SHX Text
EXISTING PIER C
AutoCAD SHX Text
TOW ELEV: 685.76
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
TOS ELEV: 685.42
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
EXISTING CROSS SECTION SOUTH TIMBER ABUTMENT
AutoCAD SHX Text
SCALE 1''= 4'
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
TOS ELEV: 685.43
AutoCAD SHX Text
TOS ELEV: 685.37
AutoCAD SHX Text
TOS ELEV: 685.42
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
TOS ELEV: 685.37
AutoCAD SHX Text
EXISTING TIMBER ABUTMENT
AutoCAD SHX Text
EXISTING CONDUIT (PROTECT)
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
EXISTING TIMBER BEAM TO REMAIN
AutoCAD SHX Text
EXISTING PIER
AutoCAD SHX Text
TOW ELEV: 686.05
AutoCAD SHX Text
TOW ELEV: 685.76
AutoCAD SHX Text EXISTING TIMBER TO BE REMOVED HAND CHIP AND PATCH EXISTING CONCRETE ABUTMENT ONCE TIMBERS ARE REMOVED.
AutoCAD SHX Text
EXISTING TIMBER TO BE REMOVED
AutoCAD SHX Text
EXISTING RAILROAD TIES TO BE REMOVED
AutoCAD SHX Text
EXISTING FIBER CONDUIT (PROTECT)
AutoCAD SHX Text
TOS ELEV: 685.57
AutoCAD SHX Text
TOS ELEV: 685.43
AutoCAD SHX Text
STEEL PLATE GIRDER
AutoCAD SHX Text
EXISTING CONCRETE ABUTMENT SEE DETAIL G SHEET S505S505
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
HAND CHIPPING, OTHER THAN DECK SEE DETAIL F SHEET S505S505
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S501
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE CROSS SECTIONS
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
EXISTING BRIDGE QUARTER-SPAN CROSS SECTION
AutoCAD SHX Text B/F
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text H
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PH. 906.482.0535
F 906.482.6453
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S502
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
RAILROAD TRESTLE BRIDGE SECTIONS
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
CENTER NEW DECK ON EXISTING TRESTLE
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text ANCHOR WEARING SURFACE TO 4"x8" RS DECK PLANKS WITH (2) GRK #12x5" FASTENERS OR EQUAL EVERY 16" ALONG EACH BOARD. PREDRILL HOLES FOR SCREWS.
AutoCAD SHX Text
PLATE GIRDER AT CENTER SPAN CROSS SECTION
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text
CENTER NEW DECK ON EXISTING TRESTLE
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text B
AutoCAD SHX Text
BRIDGE EDGE SECTION
AutoCAD SHX Text
SCALE 1"= 1'
AutoCAD SHX Text HSS 2 "x2 "x "12"x2 "x "12"x "316"
AutoCAD SHX Text HSS 5x4x 316
AutoCAD SHX Text HSS 8x6x5/8
AutoCAD SHX Text STAINLESS STEEL 3 " #14 SELF DRILLING FLAT 14" #14 SELF DRILLING FLAT HEAD SCREW WITH #4 POINT WITH WINGS, COUNTERSUNK 1" INTO DECK PLANK, EACH PLANK (2 SCREWS PER PLANK AT EACH ANCHOR LOCATION, SEE A/B/C/D-S502).S502).).
AutoCAD SHX Text 1/4"
AutoCAD SHX Text F
AutoCAD SHX Text HSS 6"x3"x1/2"
AutoCAD SHX Text D
AutoCAD SHX Text S505
AutoCAD SHX Text
BTC-P10
AutoCAD SHX Text 3/16"
AutoCAD SHX Text
EXPANSION JOINT DETAIL
AutoCAD SHX Text E
AutoCAD SHX Text
SCALE 1" = 1'
AutoCAD SHX Text
TIMBER ABUTMENT CROSS SECTION
AutoCAD SHX Text C
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text
PIER CROSS SECTION
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text D
AutoCAD SHX Text
CENTER NEW DECK ON EXISTING TRESTLE
AutoCAD SHX Text HSS 8x6x5/8
AutoCAD SHX Text
CENTER NEW DECK ON EXISTING TRESTLE
AutoCAD SHX Text HSS 5x4x STRINGERS316 STRINGERS
AutoCAD SHX Text NOTE: FOR THE JOINT AT PIER C, A 4" TALL x 6' LONG WOOD RAMP SHALL BE INSTALLED ON THE WEARING SURFACE OF THE PLATE GIRDER SIDE. BEND STEEL PLATE TO FIT RAMP. SEE DETAIL G/S502.
AutoCAD SHX Text
PLATE GIRDER AT QUARTER SPAN CROSS SECTION
AutoCAD SHX Text
SECURE BRIDGE DECK TO TRESTLE, SEE DETAIL F SHEET S505, TYPS505, TYP, TYP
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text ANCHOR WEARING SURFACE TO 4"x8" RS DECK PLANKS WITH (2) GRK #12x5" FASTENERS OR EQUAL EVERY 16" ALONG EACH BOARD. PREDRILL HOLES FOR SCREWS.
AutoCAD SHX Text
SECURE BRIDGE DECK TO TRESTLE, SEE DETAIL F SHEET S505, TYPS505, TYP, TYP
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text ANCHOR WEARING SURFACE TO 4"x8" RS DECK PLANKS WITH (2) GRK #12x5" FASTENERS OR EQUAL EVERY 16" ALONG EACH BOARD. PREDRILL HOLES FOR SCREWS.
AutoCAD SHX Text
SECURE BRIDGE DECK TO TRESTLE, SEE DETAIL C SHEET S505, TYPS505, TYP, TYP
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text ANCHOR WEARING SURFACE TO 4"x8" RS DECK PLANKS WITH (2) GRK #12x5" FASTENERS OR EQUAL EVERY 16" ALONG EACH BOARD. PREDRILL HOLES FOR SCREWS.
AutoCAD SHX Text
SECURE BRIDGE DECK TO TRESTLE, SEE DETAIL C SHEET S505, TYPS505, TYP, TYP
AutoCAD SHX Text AT EXPANSION JOINTS, CUT WEARING SURFACE FLUSH WITH EACH SIDE OF JOINT. INSTALL (2) " THICK x 18" WIDE 12" THICK x 18" WIDE x 7' LONG STEEL PLATE CENTERED OVER EXPANSION JOINT.
AutoCAD SHX Text INSTALL " x 4" A588 DOME HEAD 12" x 4" A588 DOME HEADLAG SCREW @ 18" O.C., PRE DRILL HOLES.
AutoCAD SHX Text 3/16"
AutoCAD SHX Text HSS 5x4x STRINGERS316 STRINGERS
AutoCAD SHX Text HSS 5x4x STRINGERS316 STRINGERS
AutoCAD SHX Text HSS 5x4x STRINGERS316 STRINGERS
AutoCAD SHX Text HSS 6x8x5/8
AutoCAD SHX Text HSS 8x6x5/8
AutoCAD SHX Text HSS 8x6x5/8
AutoCAD SHX Text F
AutoCAD SHX Text S502
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text
EXPANSION JOINT AT PIER C
AutoCAD SHX Text G
AutoCAD SHX Text
SCALE 1" = 1'
AutoCAD SHX Text
EXPANSION JOINT AT ABUTMENTS
AutoCAD SHX Text H
AutoCAD SHX Text
SCALE 1" = 1'
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text INSTALL " x 4" A588 DOME HEAD 12" x 4" A588 DOME HEADLAG SCREW @ 18" O.C., PRE DRILL HOLES.
AutoCAD SHX Text INSTALL (2) " THICK x 18" WIDE x 7' 12" THICK x 18" WIDE x 7' LONG STEEL PLATE CENTERED OVER EXPANSION JOINT.
AutoCAD SHX Text
BEND PLATES TO FIT RAMP
AutoCAD SHX Text RS 2x8 RED OR WHITE OAK RAMP
AutoCAD SHX Text
WOODEN RAMP SUPPORTS
AutoCAD SHX Text ANCHOR RAMP TO WEARING SURFACE WITH (2) GRK #12x5" SCREWS EVERY 18".
AutoCAD SHX Text INSTALL (2) " THICK x 18" WIDE x 7' 12" THICK x 18" WIDE x 7' LONG STEEL PLATE CENTERED OVER EXPANSION JOINT.
AutoCAD SHX Text INSTALL " x 4" A588 DOME HEAD 12" x 4" A588 DOME HEADLAG SCREW @ 18" O.C., PRE DRILL HOLES.
AutoCAD SHX Text HSS 5x4x 316
AutoCAD SHX Text HSS 8x6x5/8
AutoCAD SHX Text RS 2x8 NO. 2 RED OR WHITE OAK WEARING SURFACE W/ 4"x8" RS DECK PLANKS. STAGGER JOINTS BY 2' MINIMUM.
AutoCAD SHX Text
MDOT CL II SAND SUBBASE
AutoCAD SHX Text
MDOT 23A TRAIL SURFACE AGGREGATE
AutoCAD SHX Text INTALL STACKED 8x8 TIMBERS ANCHORED TO ABUTMENT
EXISTING CONCRETE OR WOOD ABUTMENT
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S503
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
BRIDGE DECK PANEL TYPICALS
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text
TYPICAL 15' DECK SECTION
AutoCAD SHX Text
DECK RAIL SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK STRINGER SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK SUPPORT SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK RAIL POST SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK RAIL POST
AutoCAD SHX Text
DECK RAIL SEE DETAIL F/S502S502
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
DECK RAIL POST
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text
TYPICAL 14' DECK SECTION
AutoCAD SHX Text
SCALE 1/4" = 1'
AutoCAD SHX Text
TYPICAL 13' DECK SECTION
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text D
AutoCAD SHX Text S505
AutoCAD SHX Text C
AutoCAD SHX Text S505
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text D
AutoCAD SHX Text S505
AutoCAD SHX Text C
AutoCAD SHX Text S505
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text D
AutoCAD SHX Text S505
AutoCAD SHX Text C
AutoCAD SHX Text S505
AutoCAD SHX Text
DECK RAIL SEE DETAIL F/S502S502
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
DECK STRINGER SEE DETAIL F/S502S502
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
DECK SUPPORT SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK RAIL POST SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK RAIL SEE DETAIL F/S502S502
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
DECK RAIL POST
AutoCAD SHX Text B
AutoCAD SHX Text S505
AutoCAD SHX Text
DECK RAIL SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK STRINGER SEE DETAIL F/S502S502
AutoCAD SHX Text
EXISTING BRIDGE TRUSS, GIRDER, OR TIMBER
AutoCAD SHX Text
DECK SUPPORT SEE DETAIL F/S502S502
AutoCAD SHX Text
DECK RAIL POST SEE DETAIL F/S502S502
DECK RAIL SEE DETAIL F/S502S502
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S504
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
BRIDGE DECK PANEL ELEVATIONS
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
SCALE 1/2" = 1'
AutoCAD SHX Text
DECK STRINGER
AutoCAD SHX Text
DECK RAIL
AutoCAD SHX Text HSS 6x3x 12
AutoCAD SHX Text
DECK SUPPORT
AutoCAD SHX Text
CONNECTION PLATE TYP, SEE DETAIL D
AutoCAD SHX Text
ELEVATION OF DECK (TYPICAL 14' PANEL SECTION)
AutoCAD SHX Text
SCALE 1/2" = 1'
AutoCAD SHX Text
ELEVATION OF DECK (TYPICAL 13' PANEL SECTION)
AutoCAD SHX Text
SCALE 1/2" = 1'
AutoCAD SHX Text
ELEVATION OF DECK (TYPICAL 15' PANEL SECTION)
AutoCAD SHX Text
DECK STRINGER
AutoCAD SHX Text
DECK RAIL
AutoCAD SHX Text HSS 6x3x 12
AutoCAD SHX Text
DECK SUPPORT
AutoCAD SHX Text
CONNECTION PLATE TYP, SEE DETAIL D
AutoCAD SHX Text
DECK STRINGER
AutoCAD SHX Text
DECK RAIL
AutoCAD SHX Text HSS 6x3x 12
AutoCAD SHX Text
RED OR WHITE OAK WEAR DECK SURFACE
AutoCAD SHX Text 4"x8" RS DECK PLANKS
AutoCAD SHX Text
DECK SUPPORT
AutoCAD SHX Text
CONNECTION PLATE TYP, SEE DETAIL D
AutoCAD SHX Text
RED OR WHITE OAK WEAR DECK SURFACE
AutoCAD SHX Text 4"x8" RS DECK PLANKS
AutoCAD SHX Text
RED OR WHITE OAK WEAR DECK SURFACE
4"x8" RS DECK PLANKS
SOUTH FACE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
EXPANSION SPLICE
FIXED SPLICE
WELDED SPLICE
AutoCAD SHX Text
60 SFT HAND CHIP AND PATCH BOTH SIDES OF CONC ABUTMENT
AutoCAD SHX Text
EXIST GROUND
AutoCAD SHX Text
EXCAVATE 1' BELOW EXIST GROUND, CLEAN CONCRETE
AutoCAD SHX Text
255 SFT HAND CHIP AND PATCH FACE OF CONC ABUTMENT
AutoCAD SHX Text
(2) M16 ( ") DIA. HIGH CLAMPING FORCE (HCF) 58") DIA. HIGH CLAMPING FORCE (HCF) HOLLO-BOLT BY LINDAPTER OR APPROVED EQUAL
AutoCAD SHX Text HSS6x8x "58"
AutoCAD SHX Text
78" DIA. A325N BOLT IN DIA. A325N BOLT IN STD. ROUND HOLES (TYP)
AutoCAD SHX Text
(2) "x9"x1'-0" PLATE12"x9"x1'-0" PLATE
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 5/16"
AutoCAD SHX Text
BTC-P10 NS&FS
AutoCAD SHX Text HSS6x3x 12
AutoCAD SHX Text PLATE "x5"x6"38"x5"x6"
AutoCAD SHX Text
(2) M16 ( ") DIA. HIGH CLAMPING FORCE (HCF) 58") DIA. HIGH CLAMPING FORCE (HCF) HOLLO-BOLT BY LINDAPTER OR APPROVED EQUAL
AutoCAD SHX Text
NORTH CONCRETE ABUTMENT REPAIR
AutoCAD SHX Text
SCALE 1''= 2'
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text S505
AutoCAD SHX Text 7136-13-0890
AutoCAD SHX Text
751/13243.JBB
AutoCAD SHX Text 3.31.2020
AutoCAD SHX Text Value
AutoCAD SHX Text
AR
AutoCAD SHX Text
CH
AutoCAD SHX Text
BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3
AutoCAD SHX Text
SUBSTRUCTURE REPAIR
AutoCAD SHX Text
JR
AutoCAD SHX Text
MM
AutoCAD SHX Text Value
AutoCAD SHX Text
0" MIN, 1/4" MAX GAP
AutoCAD SHX Text
NOTE: PLATES, SHIMS & HOLLO-BOLTS TO BE HOT DIPPED GALVANIZED.
AutoCAD SHX Text
SCALE 1''= 1"
AutoCAD SHX Text
GUARD RAIL POST TO DECK SUPPORT DETAIL
AutoCAD SHX Text
SCALE 1" = 1'
AutoCAD SHX Text
SPLICE DETAILS
AutoCAD SHX Text
CLAMP DETAIL AT TIMBER BEAMS
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SCALE 1/2" = 1'-0"
AutoCAD SHX Text
0" MIN, 1/4" MAX GAP
AutoCAD SHX Text
EX 2L TOP CHORD OF TRUSS OR PLATE GIRDER. FIELD DETERMINE SIZE
AutoCAD SHX Text PLATE 'T'x3 "x6", 'T' IS " LESS THAN 14"x6", 'T' IS " LESS THAN 18" LESS THAN ANGLE THICKNESS + SHIM 12 GAx3 "x6" 14"x6" ROTATE PLATE AND SHIM TO OBTAIN TIGHTEST BEARING AGAINST TOE OF ANGLE.
AutoCAD SHX Text
NOTE: PLATES, SHIMS & HOLLO-BOLTS TO BE HOT DIPPED GALVANIZED.
AutoCAD SHX Text
DECK SUPPORT, SEE DETAIL F ON SHEET S301S301
AutoCAD SHX Text E
AutoCAD SHX Text HSS 6x6x 12
AutoCAD SHX Text INSTALL L6x4x AT EACH CLAMP 38 AT EACH CLAMP ON TIMBER TRESTLE SECTIONS
AutoCAD SHX Text 12" x 6" LONG A325ZINC COATED LAG SCREW THROUGH " 916" HOLE, TYP.
AutoCAD SHX Text 12" DIA. x 5" LONG A325 WEATHERING STEEL BOLT W/ FLAT WASHER, LOCK WASHER & NUT (TYP)
AutoCAD SHX Text
12" GAP
AutoCAD SHX Text HSS 2x2x 14
AutoCAD SHX Text HSS 2 x2 x 12x2 x 12x 316
AutoCAD SHX Text 12" DIA. x 5" LONG A325 WEATHERING STEEL BOLT W/ FLAT WASHER, LOCK WASHER & NUT (TYP)
AutoCAD SHX Text HSS 2x2x 14
AutoCAD SHX Text HSS 2 x2 x 12x2 x 12x 316
AutoCAD SHX Text NOTES (TYPICAL BOLTED DETAILS): 1. PROVIDE " DIA STANDARD ROUND HOLES IN RAIL & " x 2" OR " PROVIDE " DIA STANDARD ROUND HOLES IN RAIL & " x 2" OR " 516" DIA STANDARD ROUND HOLES IN RAIL & " x 2" OR " 516" x 2" OR " 58" SSH IN SPLICE ELEMENT. (3"x6" TOP RAIL SIMILAR) 2. PROVIDE HSS 5x2 x AND 4" LONG BOLTS, WITH ADDITIONAL " THICK PROVIDE HSS 5x2 x AND 4" LONG BOLTS, WITH ADDITIONAL " THICK 12x AND 4" LONG BOLTS, WITH ADDITIONAL " THICK 14 AND 4" LONG BOLTS, WITH ADDITIONAL " THICK 14" THICK WASHERS BETWEEN AT TOP RAILS.
AutoCAD SHX Text
SEE NOTE FOR GAP SIZE
AutoCAD SHX Text NOTES (TYPICAL WELDED SPLICE): 1. FIXED SPLICE GAP = " FIXED SPLICE GAP = " 12" EXPANSION SPLICE GAP = 2"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
EX TIMBER BEAM
AutoCAD SHX Text
DECK SUPPORT
AutoCAD SHX Text
HIGH CLAMPING FORCE BOLT
AutoCAD SHX Text
12" LAG SCREW (TYP)
AutoCAD SHX Text
WEATHERING STEEL ANGLE
AutoCAD SHX Text
CLAMP DETAIL AT TRESTLE
AutoCAD SHX Text F
AutoCAD SHX Text
SCALE 1/2" = 1'-0"
AutoCAD SHX Text
TYP
AutoCAD SHX Text NOTE: CLAMPS SHALL BE INSTALLED ON EACH HSS 8x6 AT BOTH TIMBER BEAMS.
AutoCAD SHX Text NOTE: CLAMPS SHALL BE INSTALLED ON EACH HSS 8x6 AT BOTH GIRDERS.
NOTE: PROTECT FIBER OPTIC CABLE WHERE IT ATTACHES TO CONCRETE ABUTMENT.
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