751-23038.TAP - Otter Creek Trib - BidSet Plans.pdf

PDF 22 MB Posted Jan 30, 2025

Attached to: 751/23038. TAP; Otter Creek - GEM Bridge Replacement
Solicitation number: RFQ 171 250000000149 2
Issued by: Houghton County, Parchment City, Michigan

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Written by GovTribe AI · Mar 13, 2026

This is a bidding set of plans for a bridge replacement project issued by the Michigan Department of Natural Resources for the Otter Creek Tributary (also referenced as Otter Lake Tributary) located in Houghton County, Michigan. The project involves the removal of an existing single-lane timber bridge with a 10-foot clear span and 14-foot length, and its replacement with a new timber bridge structure. The work includes site clearing, excavation, concrete abutment construction, timber deck installation, riprap placement, erosion and sedimentation control measures, and restoration of disturbed areas. Key estimated quantities include 200 cubic yards of earth excavation, 25.92 cubic yards of concrete abutments, 60 cubic yards of riprap, 125 square feet of timber decking, 32 cubic yards of embankment fill, 1 lump sum for clearing, 232 feet of silt fence for erosion control, and various other materials. Construction work in the river is restricted from October 1 to May 15 due to critical spawning, migration, and recreational use periods. The project is issued for bidding as of January 6, 2025, with plans dated December 13, 2024. The design is based on AASHTO LRFD Bridge Design Specifications with HL-93 Modified loading, and all improvements must comply with 2020 MDOT Standard Specifications for Construction and applicable state and federal codes.

The plans specify that all materials, labor, and incidental costs are the contractor's responsibility, with no additional compensation provided for delays due to utilities, weather, or other construction conflicts. The contractor must notify Miss Dig and obtain utility contact information prior to beginning work, conduct operations to minimize noise and vibrations in compliance with federal, state, and local codes, and pay all necessary project fees. A staging area is available approximately 450 feet south of the bridge site on the west side of Hazel Swamp Road, which must be properly restored with topsoil, seed, and mulch at no additional cost upon project completion. The contractor is required to maintain access roads throughout construction, repair any damage caused by construction operations, and keep adjacent roads free of construction debris and sediment. Soil erosion and sedimentation control measures must be installed within five calendar days of final grading and maintained until permanent stabilization is achieved. All timber materials must be treated with copper naphthenate or pentachlorophenol per current AASHTO specifications, and deck panels will be delivered fully assembled from the fabrication plant for field installation.

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Other files

File	Type	Posted
751-23038.TAP - Otter Creek Bridge - BidSet Specs.pdf	PDF	Jan 30, 2025
751-23038.TAP - Otter Creek Trib - Site Photos_Optimized.pdf	PDF	Jan 30, 2025
751-23038.TAP - Otter Creek Trib Bid Advertisment.pdf	PDF	Jan 30, 2025
751-23038.TAP - Otter Creek Bridge - Addendum 1.pdf	PDF	Jan 30, 2025

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LEGEND

GENERAL NOTES RESTORATION

SOIL EROSION AND SEDIMENTATION CONTROL

ABBREVIATIONS:

REMOVAL

UTILITY CONTACT INFORMATION

CONCRETE/ STRUCTURAL NOTES

AGGREGATE CONSTRUCTION

TIMBER SPECIFICATIONS

TIMBER BRIDGE NOTES

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BENCHMARK

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CONTROL POINT

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SOIL BORING

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TREE LINE

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EDGE OF GRAVEL TRAIL

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GRAVEL

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MAJOR CONTOUR

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PROPOSED

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EXISTING

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EDGE OF WATER

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RIP RAP

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MINOR CONTOUR

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PROPOSED CONTOUR

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SILT FENCE

AutoCAD SHX Text SOIL BORING NOTES: 1. SOILS BORING LOGS REPRESENT POINT INFORMATION AT SPECIFIC LOCATIONS. SURROUNDING SOIL SOILS BORING LOGS REPRESENT POINT INFORMATION AT SPECIFIC LOCATIONS. SURROUNDING SOIL CONDITIONS MAY VARY FROM THOSE SHOWN ON THE LOGS. 2. GROUNDWATER ELEVATIONS WERE TAKEN DURING DRILLING AND IMMEDIATELY AFTER BORE HOLE GROUNDWATER ELEVATIONS WERE TAKEN DURING DRILLING AND IMMEDIATELY AFTER BORE HOLE COMPLETION. GROUNDWATER ELEVATIONS MAY VARY THROUGHOUT THE YEAR. 3. SCOUR DEPTH HAS BEEN CALCULATED TO BE 3.78' AT THE ABUTMENT.SCOUR DEPTH HAS BEEN CALCULATED TO BE 3.78' AT THE ABUTMENT.

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THE APPROPRIATE UTILITIES, FIRE AND POLICE DEPARTMENTS A MINIMUM OF 3

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6. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG" AND

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TO COMPLY WITH THE CONTRACT DOCUMENTS.

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CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED

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RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE

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HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER

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COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS,

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5. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO

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4. THE CONTRACTOR SHALL PAY ALL NECESSARY FEES ASSOCIATED WITH THIS PROJECT.

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SPECIFICATIONS, 9TH EDITION.

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3. THE DESIGN OF THE BRIDGE IS BASED ON AASHTO LRFD BRIDGE DESIGN

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(MDTMB) DCSPEC, THE MDTMB PROVISIONS CONTROL.

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AND MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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2. IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS

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THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

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AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND

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INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION,

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WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT

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1. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE

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WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

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PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING

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PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE

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MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER

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PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO

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COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE

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OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

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BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES.

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INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

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INFORMATION AVAILABLE AS OBTAINED FROM THE UTILITY OWNERS. THIS

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THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST

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INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

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ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR

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NO ADDITIONAL COST TO THE OWNER. REFER TO MDOT STANDARD SPECIFICATIONS

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10. REPAIR ANY DAMAGE TO ROADS CAUSED BY CONTRACTOR OPERATIONS AT

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FOR CONSTRUCTION 2020, SECTION 104.07.C.

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PROPOSED BRIDGE IN COORDINATION WITH THE MDNR FOR TIMING OF CLOSURE.

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11. CONTRACTOR SHALL PLACE TYPE III LIGHTED BARRICADES AT EACH SIDE OF

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MATERIALS REMOVED ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

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PROPERLY DISPOSED OF.

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1. MATERIALS FOR THIS PROJECT SHALL CONSIST OF THE

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c. EMBANKMENT - CLASS III FILL - PER MDOT REQUIREMENTS

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b. 6A AGGREGATE - PER MDOT REQUIREMENTS

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a. 23A GRAVEL - PER MDOT REQUIREMENTS

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FOLLOWING:

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EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER

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PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM

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OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY

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IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH

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ACCEPTABLE TEMPORARY PRECAUTION.

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NO KNOWN UTILITIES ON SITE

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NO FILL SHALL BE PLACED AGAINST CONCRETE WALLS UNTIL CONCRETE HAS REACHED

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75% OF DESIGN STRENGTH OR UNTIL DIRECTED BY THE ENGINEER OF RECORD.

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THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS PRIOR TO COMPLETION OF

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THE PROJECT.

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2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS

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SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE CALENDAR

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SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND

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5. COORDINATE AREAS OF RESTORATION WITH THE ENGINEER.

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4. CONTRACTOR SHALL PLACE 4" OF TOPSOIL, SEED AND MULCH ON DISTURBED AREAS.

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3. ALL PERMANENT SLOPES SHALL BE STABILIZED USING BIODEGRADABLE MULCH

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DAYS OF COMPLETING FINAL GRADING.

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BLANKETS.

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SEDIMENTATION CONTROL GUIDEBOOK DATED JULY 2019. CONTRACTOR SHALL ALSO

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET'S SOIL EROSION AND

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COMPLY WITH SPECIFICATION SECTION 312513.

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MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS INCLUDED IN THE

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11. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND

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SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK.

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HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES, AND THE DTMB

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2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR

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2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE

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MINIMIZE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB

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THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO

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ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE

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PROJECT.

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MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE

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EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL

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BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER

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EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR

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AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER

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MAINTENANCE OR REMOVAL OF THE EROSION CONTROL ITEMS.

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EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED

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THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL

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OF OFF THE PROJECT SITE.

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EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND

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THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY

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AS SHOWN ON THE PLANS.

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THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE

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ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE.

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9. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1

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AND SHALL BE TOPSOILED, SEEDED AND MULCHED AT NO ADDITIONAL COST..

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10. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES

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TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED.

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CRITICAL SPAWNING, MIGRATION, AND/OR RECREATIONAL USE PERIODS.

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12. NO WORK IN RIVER IS ALLOWED ON SITE FROM OCTOBER 1 TO MAY 15 DUE TO

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OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE

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13. CONTRACTOR SHALL KEEP ALL ROADS ADJACENT TO THE SITE FREE

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ROADS AND OTHER PAVED SURFACES DAILY TO REMOVE TRACKED SOIL AND

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AT ALL TIMES BY WATERING OR OTHER NECESSARY MEANS. SWEEP PAVED

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DEBRIS.

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1. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

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RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION.

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CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA

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2. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE

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ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED

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TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

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ON SITE. CONTRACTOR SHALL NOT REMOVE EXCESS CUT MATERIAL UNTIL

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12. CONTRACTOR SHALL DISPOSE OF ANY EXCESS CUT MATERIAL THAT IS NOT USED

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PROPOSED GRADING IS COMPLETE.

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14. CONTRACTOR SHALL MAINTAIN THE ACCESS ROAD THROUGHOUT CONSTRUCTION AND REPAIR THE SURFACE OF ANY DAMAGE/RUTTING DUE TO CONTRACTORS VEHICLES AND EQUIPMENT.

AutoCAD SHX Text DESIGN DATA 1. THE DESIGN OF THIS BRIDGE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN THE DESIGN OF THIS BRIDGE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION HL-93 LOADING WITH THE EXCEPTION THAT THE DESIGN TANDEM PORTION OF THE HL-93 LOAD DEFINITION SHALL BE REPLACED BY A SINGLE 60 KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR. THE RESULTING LOAD IS DESIGNATED HL-93 MODIFIED. LIVE LOAD DEFLECTION DOES NOT EXCEED 1/1205 OF THE SPAN LENGTH. 2. TIMBER BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350. TIMBER BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350. LOAD RATING (RATING FACTORS): HL-93 (FEDERAL) HL-93 (FEDERAL) INVENTORY RATING (STRENGTH I, FLEXURE)......................................................1.51 OPERATING RATING (STRENGTH I, FLEXURE)......................................................1.96 MICHIGAN LEGAL (MDOT TRUCK 17 CONTROLLING) OPERATING RATING (STRENGTH I, FLEXURE)......................................................2.44 HL-93 MOD (TANDEM) OPERATING RATING (SERVICE I, L/626 DEFL.)...................................................1.28 NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE. THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE. DEAD LOAD: : a. THE DESIGN UNIT WEIGHT FOR ALL TIMBERS IS 50 PCF. THE DESIGN UNIT WEIGHT FOR ALL TIMBERS IS 50 PCF. b. THE BRIDGE RAILING LOAD = 85 PLF (PER SIDE). THE BRIDGE RAILING LOAD = 85 PLF (PER SIDE).

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1. ALL GRADING COMBINATIONS, AND SIZE REFER TO DOUGLAS FIR UNLESS SHOWN ALL GRADING COMBINATIONS, AND SIZE REFER TO DOUGLAS FIR UNLESS SHOWN OTHERWISE ON THE PLANS. THE DESIGN VALUES FOLLOW LRFD SECTION 8.4.1. THESE ARE THE MINIMUM REQUIREMENTS. OTHER SPECIES MAY BE USED WITH APPROVAL FROM THE CO AND AT NO ADDITIONAL COST TO THE GOVERNMENT. 2. ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES. ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES. SOUTHERN PINE TO BE GRADED PER SPIB. 3. TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE COPPER NAPHTHENATE, CCA PENTACHLOROPHENOL (PENTA) TREATED PER AWPAV1, UC4C (MINIMUM). 4. REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, 2017 (U.N.O.) 5. DECK TO BE 16" DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE) S1S. DECK TO BE 16" DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE) S1S. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800 6. SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600 7. BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700 8. GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.45, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600 9. CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) S1S1E. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.17, Eo = 1,600 10. ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED. MAXIMUM VARIATION BETWEEN ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED. MAXIMUM VARIATION BETWEEN ADJACENT BOARDS SHALL BE ". 14". 11. ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT. 12. ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT. ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT. 13. ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE PERMITTED. 14. DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS THE FULL LENGTH OF THE DECK. ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE. 15. SUBMIT SHOP DRAWINGS FOR BRIDGE BEAMS, DECK AND RAILINGS. SUBMIT SHOP DRAWINGS FOR BRIDGE BEAMS, DECK AND RAILINGS. 16. DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED AT DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED AT FABRICATION PLANT. 17. ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153.

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1. TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE CAPS, e.g. A1, B1, C1 FOR SPAN 1. 2. PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 13/16" PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 13/16" DIA. HOLES THRU PANEL INTO CAP IN EACH END OF PANEL AT THE LOCATION SHOWN AND EPOXY THE 3/4" DIA. DM. SS THREADED RODS. NEXT PLACE PANEL "C" SO THAT ITS UPPER SPLICE BLOCK IS DIRECTLY OVER THE LOWER SPLICE BLOCK ON PANEL "A" AND DRAW TIGHT TOGETHER. THEN DRILL THE 9/16" DIA. HOLES THRU LOWER SPLICE BLOCK AND DRIVE THE 5/8" DM. HD. DR. SPIKES IN LOCATION SHOWN. THEN DRILL HOLES THRU PANEL INTO CAP AND EPOXY THE 3/4" DM. SS THREADED RODS. THEREAFTER, SUCCESSIVELY PLACE PANEL "B" IN THE SAME MANNER, ENSURING ALL PANELS ARE DRAWN TIGHT TOGETHER BEFORE AND FASTENING OCCURS. 3. STEEL BANDING ON PANELS IS TO BE REMOVED AFTER PANELS HAVE BEEN PLACED IN THEIR STEEL BANDING ON PANELS IS TO BE REMOVED AFTER PANELS HAVE BEEN PLACED IN THEIR FINAL POSITION ON THE ABUTMENTS. 4. ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE. 5. ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE. ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE. 6. HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK. 7. ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ONE PLATE ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ONE PLATE WASHER BETWEEN NUT & TIMBER, OR BOLT HEAD & TIMBER. 8. ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL. 9. SET THREADS ON ALL BOLTS AT NUT WITH LOCTITE RED WHILE TIGHTENING. SET THREADS ON ALL BOLTS AT NUT WITH LOCTITE RED WHILE TIGHTENING. 10. ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN. ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN. 11. ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE (OR PENTA - MATCH PROVIDED TREATMENT TYPE). 12. CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE NOTED. 13. ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD. 14. HIGH STRENGTH (A449) DOME HEAD BOLTS (3/4" x 28") DO NOT HAVE FINS UNDER THE HEAD HIGH STRENGTH (A449) DOME HEAD BOLTS (3/4" x 28") DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK, AND ARE TO BE USED AT THE CURB TO DECK LOCATION.

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AGENCY AND ASSESSMENT OF ACTUAL DAMAGE COSTS.

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WHEN ACCEPTABLE. NON COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE

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UNIT PRIOR TO STARTING WORK. AUTHORIZATION TO PROCEED WITH EARTH CHANGE

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1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC

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ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND REMOVE

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MUST BE POSTED ON JOB SITE PRIOR TO BEGINNING WORK. CONSTRUCT AND MAINTAIN

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ANY ADDITIONAL TREE REMOVAL SHALL BE REVIEWED AND APPROVED BY THE OWNER

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PRIOR TO REMOVAL.

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15. CONTRACTOR SHALL PROVIDE A STAGING SUBMITTAL FOR APPROVAL, IN CONCEPT, TO THE ENGINEER. REFER TO DCSPEC SECTIONS 00200.3, 00700.2.3, & 01300.2

AutoCAD SHX Text CONCRETE SHALL BE AIR-ENTRAINED F'c = 4,000 PSI REINFORCING STEEL SHALL BE Fy = 60 KSI

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d. STRUCTURE BACKFILL - CLASS II FILL - PER MDOT REQUIREMENTS

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XIST

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LEC

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ONC

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SPH

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PPROX

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FINISH FLOOR

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EXISTING

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ELEVATION

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ELECTRIC

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DIAMETER

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CONCRETE

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ASPHALT

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APPROXIMATELY

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ADJUST

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ANCHOR BOLT

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FEET

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TYP

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TOA

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TEL

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SYD

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SQFT

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SAN

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ROW

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GALV.

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TOP OF ABUTMENT

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TELEPHONE

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SQUARE YARD

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SQUARE FEET

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SANITARY

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RIGHT-OF-WAY

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RADIUS

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OVERHEAD

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INVERT ELEVATION

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GALVANIZED

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UNDERGROUND

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TYPICAL

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DOME

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HEAD

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DRIVE

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SPKS

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SPIKES

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TURBIDITY CURTAIN

C3 TRAFFIC CONTROL PLAN - ROAD CLOSURE

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PLAN

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EILOLA RD.

PAPIN RD.

E C

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PELKIE

C R.

STURGEON R

N R

PIRKOLA RD.

KOSTAMO RD.

LARUE RD.

LARSON RD.

BARAGA TWP.

B A

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OTTER RIVER

W. BR. STURGEON RIVER

SILVER RIVER STURG

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IVER

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HOROSCOPE SWAMP ROAD

N. LAIRD ROAD

H A

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TRAFFIC CONTROL PLAN KEY

(48" X 30") R11-2

W20-16 (48" X 48")

R11-3B (60" X 30")

TYPE III BARRICADE

R11-3B (60" X 30")

4 51

PROJECT SITE

2 4 3

HAZEL SWAMP ROAD

NOTE: CONSTRUCTION STAGING AREA

LOCATED APPROXIMATELY 450 FEET

SOUTH OF BRIDGE ON WEST SIDE OF ROAD

NOTE: PLACE SIGN AND BARRICADE JUST

SOUTH OF TRAIL 109 INTERSECTION 2 4

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AutoCAD SHX Text L 129

AutoCAD SHX Text T51N, R35W

AutoCAD SHX Text L 129 A

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MILL CR.

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AutoCAD SHX Text L130

AutoCAD SHX Text L129B

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ALSTON AVE.

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W. BR. STURGEON R.

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LM 35 A

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LM35C

AutoCAD SHX Text L137

AutoCAD SHX Text L137A

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KIVIRANTA RD.

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S. LAIRD RD.

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LM 35 B

AutoCAD SHX Text L 126 C

AutoCAD SHX Text L 126 D

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SILVER RIVER

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AutoCAD SHX Text L 126 B

AutoCAD SHX Text L 126

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FARCE CR.

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SUGAR MTN. RD.

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LAIRD TWP.

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W. BR. OTTER RIVER

AutoCAD SHX Text L 127

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AutoCAD SHX Text L 127 B

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W. BR. STURGEON R.

AutoCAD SHX Text L 127 A

AutoCAD SHX Text L127

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LAIRD TWP.

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KEMPAINEN RD.

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PORTAGE TWP.

AutoCAD SHX Text P 113

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OTTER

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AutoCAD SHX Text T52N, R35W

AutoCAD SHX Text P 113 B

AutoCAD SHX Text P 127

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AutoCAD SHX Text P 651P

AutoCAD SHX Text P 651

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AutoCAD SHX Text T51N,R34W

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BRIDGE CLOSED

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TRUCKS ENTERING AND EXITING ROADWAY

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BRIDGE OUT 2.5 MILES AHEAD LOCAL TRAFFIC ONLY

AutoCAD SHX Text NOTES: 1. FINAL LOCATION OF SIGNS TO BE COORDINATED W/DNR STAFF PRIOR TO INSTALLING. 2. CONTRACTOR SHALL PROVIDE AND PLACE A JOBSITE POSTER BOARD WITH PERMITS, WAGE RATES AND ANY OTHER DOCUMENTS AS REQUIRED BY STATE AND FEDERAL LAW. 3. ALL CONSTRUCTION STAGING AREAS SHALL BE APPROVED BY OWNER PRIOR TO USE. THE CONTRACTOR SHALL IMPLEMENT PROPER SESC MEASURES PRIOR TO STORING MATERIALS. 4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED CONSTRUCTION STAGING AREAS WITH TOPSOIL, SEED, FERTILIZER, & MULCH AT NO ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL ADD SURFACE AGGREGATE (23A) AND RESTORE ROAD AS NEEDED DURING CONSTRUCTION AND IMMEDIATELY AFTER COMPLETION OF THE PROJECT. A MINIMUM OF 2 INCHES SHALL BE ADDED TO THE ROAD. THIS WORK SHALL BE COMPLETED AT NO ADDITIONAL COST TO THE OWNER.

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BRIDGE OUT 3.1 MILES AHEAD LOCAL TRAFFIC ONLY

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ESTIMATED QUANTITIES THIS SHEET

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ITEM

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TYPE III BARRICADE, LIGHTED

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SIGN, TYPE B, TEMP

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QUANTITY

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UNIT

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SFT

AutoCAD SHX Text 89.5

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ALSTON

CONTROL POINT DATA

A3 GENERL PLAN OF SITE & PROFILE

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PLAN OF

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HAZEL SWAMP ROAD

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SB-1

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OTTER CREEK TRIBUTARY

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OTTER CREEK TRIBUTARY

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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SCALE:

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HORIZ.:

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VERT.:

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1" = 5'

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EXISTING TIMBER BRIDGE TO BE REMOVED IN ITS ENTIRETY

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EXISTING GRADE

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WATER ELEVATION = 736.11 OBSERVED ON 06/26/24

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EDGE OF WATER

AutoCAD SHX Text 16' ±

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TYPE III BARRICADES (2 EACH)

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BRIDGE CLOSED SIGN (R11-2)

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TYPE III BARRICADES (2 EACH)

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BRIDGE CLOSED SIGN (R11-2)

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EXISTING TIMBER BRIDGE AND WINGWALLS (STRUCTURE, REM)

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PROPERTY OWNER: STATE OF MICHIGAN

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PROPERTY OWNER: STATE OF MICHIGAN

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PROPERTY OWNER: STATE OF MICHIGAN

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PROPERTY OWNER: STATE OF MICHIGAN

AutoCAD SHX Text EXISTING BRIDGE TO BE REMOVED AND DISPOSED: SINGLE LANE, 10'-0" CLEAR SPAN, 14'-0" LONG TIMBER DECK BRIDGE W/TIMBER ABUTMENTS AND WINGWALLS

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PROPOSED CLEARING LIMITS (TYP.)

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ESTIMATED QUANTITIES THIS SHEET

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ITEM

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STRUCTURES, REM

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CLEARING

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QUANTITY

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UNIT

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ACRE

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EXCAVATION, EARTH

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AutoCAD SHX Text 0.01

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CYD

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LSUM

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EXISTING BRIDGE SUPPORTS TO BE REMOVED TO 1.5 FEET BELOW CHANNEL BOTTOM

AutoCAD SHX Text NOTE: THERE IS A STAGING AREA LOCATED APPROXIMATELY 450 FEET SOUTH OF THE PROPOSED BRIDGE SITE, WHICH MAY BE USED BY THE CONTRACTOR BUT SHALL BE LIMITED TO ONLY THE WEST SIDE OF THE ROAD. PROPER SESC MEASURES SHALL BE IMPLEMENTED PRIOR TO STORING MATERIALS. RESTORATION OF THE AREA WILL BE REQUIRED ONCE THE WORK IS COMPLETED AND SHALL BE INCLUDED IN THE CONTRACTOR'S PRICE FOR THE PROJECT. CONTRACTOR MUST MAINTAIN ACCESS TO ADJACENT ROAD AT ALL TIMES THROUGHOUT CONSTRUCTION

AutoCAD SHX Text

EROSION CONTROL, SILT FENCE

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SUMMARY OF HYDRAULIC ANALYSIS

EXISTING PROPOSED

GENERAL PLAN OF STRUCTURE & PROFILEA3

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HAZEL SWAMP ROAD

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SB-1

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OTTER CREEK TRIBUTARY

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OTTER CREEK TRIBUTARY

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DATA

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FLOOD

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CHANNEL IN

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DOWNSTREAM

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VELOCITY IN

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FT/S

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NOTE: ELEVATIONS ARE ALL FROM NAVD88

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CUBIC FT/SEC

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DISCHARGE

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WATER ELEVATION

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UPSTREAM FACE

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AT SURFACE

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(FEET)

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OF STRUCTURE

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100-YEAR

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50-YEAR

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DRAINAGE AREA AS DETERMINED BY EGLE = 3.02 SQ. MILES

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(FEET)

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AT SURFACE

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OF STRUCTURE

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UPSTREAM FACE

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WATER ELEVATION

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VELOCITY IN

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DOWNSTREAM

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CHANNEL IN

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FT/S

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PROVIDED IN

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BELOW W.S.

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SQUARE FEET

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WATERWAY AREA

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FACE OF STRUCTURE

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ELEVATION FROM

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WATER SURFACE

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(FEET)

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UPSTREAM

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CHANGE IN

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SCALE:

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HORIZ.:

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VERT.:

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1" = 2'

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 743.88

AutoCAD SHX Text 8.68

AutoCAD SHX Text 739.32

AutoCAD SHX Text 9.98

AutoCAD SHX Text 111.05

AutoCAD SHX Text -4.56

AutoCAD SHX Text

AutoCAD SHX Text 743.31

AutoCAD SHX Text 8.49

AutoCAD SHX Text 738.79

AutoCAD SHX Text 8.26

AutoCAD SHX Text 102.65

AutoCAD SHX Text -4.52

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PROJECT SITE

AutoCAD SHX Text P.O.B.

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STA. 1+75

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STA. 2+75

AutoCAD SHX Text 30'

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PROPOSED GRADE

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EXISTING GRADE

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LOW CHORD BRIDGE DECK=739.87

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AutoCAD SHX Text 1.5

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AutoCAD SHX Text 1.5

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EXCAVATION AND STRUCTURE

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BACKFILL LIMITS, (TYP)

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PROPOSED RIPRAP HEAVY INFILLED WITH

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RIPRAP, PLAIN AND GEOTEXTILE FABRIC (TYP)

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AutoCAD SHX Text 1.5

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AutoCAD SHX Text 1.5

AutoCAD SHX Text 735.00

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WATER ELEVATION = 736.11 OBSERVED ON 06/26/24

AutoCAD SHX Text Q

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AutoCAD SHX Text =739.32

AutoCAD SHX Text 15'±

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PROPOSED CONC. BRIDGE ABUTMENT

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SEE DETAIL A4/S102

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EXCAVATE CHANNEL AS

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NEEDED TO INSTALL

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PROPOSED ABUTMENTS

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AND RIPRAP AS SHOWN

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PROPOSED BRIDGE 19" TIMBER DECK (16" W/ 3" WEARING SURFACE)

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AGGREGATE SURFACE CSE, 6 INCH

AutoCAD SHX Text 16'±

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AGGREGATE SURFACE CSE, 23A

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EDGE OF WATER AND OHWM

AutoCAD SHX Text S51

AutoCAD SHX Text E8

AutoCAD SHX Text E9

AutoCAD SHX Text E8

AutoCAD SHX Text E9

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OM-3L

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OM-3R

AutoCAD SHX Text S51

AutoCAD SHX Text E8

AutoCAD SHX Text E9

AutoCAD SHX Text E8

AutoCAD SHX Text E9

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OM-3R

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OM-3L

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ESTIMATED QUANTITIES THIS SHEET

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ITEM

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BACKFILL, STRUCTURE, CIP

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EMBANKMENT, CIP

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QUANTITY

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UNIT

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CYD

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SLOPE RESTORATION, MODIFIED

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RIPRAP, HEAVY

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HDPE, DRAIN TILE, 4 INCH

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ABUTMENT BEDDING, 6A

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CONCRETE ABUTMENTS

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TIMBER DECKING

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TIMBER WEARING SURFACE

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APPROACH GUARDRAIL, WOOD

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SFT

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LSUM

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CYD

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CYD

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SYD

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SYD

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CYD

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AGGREGATE SURFACE, CSE, 6 INCH (23A)

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OEM SIGNS

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SYD

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AutoCAD SHX Text S61

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INV.=736.50

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INV.=736.50

AutoCAD SHX Text NOTE: CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION ON WATER LEVELS DURING CONSTRUCTION, AND SHALL SUBMIT A DEWATERING/BYPASS PUMPING PLAN TO THE ENGINEER & OWNER PRIOR TO COMMENCING WORK FOR REVIEW.

AutoCAD SHX Text THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN. THE ELEVATIONS MAY BE USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES AND ENERGY.

40 FT OF PROPOSED 4" HDPE DRAIN TILE WITH OUTLET ENDINGS & STAINLESS STEEL RODENT SCREENS (TYP)

D2 SECTION THRU DECK AT ABUTMENT D4 SECTION THRU DECK AT SPREADER BEAM

B2 SECTION AT RAILPOST B3 SECTION A-A B4 CURB & SCUPPER ASSEMBLY

A4 BEVEL DETAIL AT RAILPOST

A5 SHIM DETAILA3 BEVEL DETAIL AT RAIL AND BLOCK

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DETAILS

S101

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AutoCAD SHX Text L

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ROADWAY

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

14'-0" CLEAR ROADWAY

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

5'-0" PANEL "A"

AutoCAD SHX Text

16'-0" OUT TO OUT DECK

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

ROADWAY

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5'-4" PANEL "C"

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5'-0" PANEL "B"

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12" (TYP.)

AutoCAD SHX Text 4 @ 9 " = 3'-2"12" = 3'-2"

AutoCAD SHX Text 5 @ 11 " = 4'-8"14" = 4'-8"

AutoCAD SHX Text

12" (TYP.)

AutoCAD SHX Text A5

AutoCAD SHX Text 4 @ 9 " = 3'-2"12" = 3'-2"

AutoCAD SHX Text

AutoCAD SHX Text S101

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 6"x12" CURB, S1S1E, SHOP DRILL

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 11"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text NOTE: CONTRACTOR IS TO ASSEMBLE CURB & SCUPPER IN PLACE, MARK & DRILL THRU DECK, DISASSEMBLE, GROOVE DECK FOR SPLIT RINGS, REASSEMBLE & BOLT DOWN.

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 10 "34"

AutoCAD SHX Text 5 "12"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text NOTES: ALL HARDWARE PENETRATING THE TOP OR BOTTOM EDGE OF THE DECK PLANK SHALL PASS THROUGH THE CENTER OF THAT DIMENSION. FIELD DRILLED HOLES IN THE LOWER SPLICE BLOCK OF EACH PANEL ARE TO BE DRILLED COMPLETELY THROUGH THE BLOCK TO PREVENT SPLITTING WHEN INSTALLING THE 5/8" DRIVE SPIKES. THE CONTRACTOR SHALL INSTALL NELSON 8" COMPOSITE SHIMS OR EQUAL (SUPPLIED BY BRIDGE MANUFACTURER) USING MULTIPLE SHIMS AS REQUIRED TO SHIM ENTIRE BOARD LENGTH IN ALL LOCATIONS WHERE THE TOP OF THE SPREADER BEAM DOES NOT CONTACT THE BOTTOM OF THE DECK PANEL UPON TIGHTENING TO ENSURE SNUG FIT ACROSS ENTIRE DECK WIDTH. ONCE INSERTED, INSTALL A #8x1-1/2" LONG COATED DECK SCREW BEHIND EACH SHIM TO HOLD TIGHT IN PLACE. THE CONTRACTOR SHALL RE-TIGHTEN ALL NUTS ON THE LAST DAY OF CONSTRUCTION IN THE PRESENCE OF THE CONTRACTING OFFICER TO ENSURE ALL NUTS ARE PROPERLY TIGHTENED. SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING. HIGH STRENGTH (A449) DOME HEAD BOLTS DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK. CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL TO HIT THE R.S. NAILS IN THE PREFABRICATED DECK PANELS WHEN INSTALLING THE CURB BOLTS FOR THE CURB & SCUPPER ATTACHMENT. A 3/4" HOLE SAW IS RECOMMENDED IN DRILLING THROUGH THE R.S. NAILS FOR THIS ATTACHMENT.

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text A3 & A4 S101

AutoCAD SHX Text

D1 TYPICAL AGGREGATE TRAIL SECTION

C4 ABUTMENT ELEVATION

A4 SECTION THROUGH ABUTMENT

D3 PROPOSED BRIDGE SECTION

ABUTMENT CONC QTY.

FOOTING QUANTITY (Cyd)

TOTAL = 25.92 Cyd

STA 1+75 TO STA 2+10

STA 2+40 TO STA 2+75

STA 2+10 TO STA 2+40

SIDE AND TOP HEADER

TOE HEADER

A1 RIPRAP HEADER DETAILS

D5 BRIDGE RAILING DETAIL

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B1 OBJECT MARKER SIGN DETAIL

A3 SECTION AT ABUTMENT END

AutoCAD SHX Text

20'-0" (15 EQUAL SPACES)

AutoCAD SHX Text

(15) #9 BARS

AutoCAD SHX Text

#9 BARS

AutoCAD SHX Text 3/4" A316 SS EPOXY ANCHORSANCHORED 10" INTO CONC. w/OVERSIZED SS WASHERS (TYP.)

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 3/4" A316 SS EPOXY ANCHORSANCHORED 10" INTO CONC. w/OVERSIZED SS WASHERS (TYP.)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 60"

AutoCAD SHX Text 48"

AutoCAD SHX Text 36"

AutoCAD SHX Text 3"

AutoCAD SHX Text

18" MINIMUM LAP FOR GEOTEXTILE FABRIC

AutoCAD SHX Text 1.5

AutoCAD SHX Text

RIPRAP, HEAVY INFILLED WITH RIPRAP, PLAIN (TYP)

AutoCAD SHX Text 18"

AutoCAD SHX Text

EXCAVATION BACKFILL LIMITS

AutoCAD SHX Text 1.5

AutoCAD SHX Text

12" OF 6A STONE WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text 4" PERF HDPE DRAIN TILE IN GEOTEXTILE SOCK. DRAIN TO DAYLIGHT w/SS RODENT SCREENS @ ENDS

AutoCAD SHX Text 3/4" A316 SS EPOXY ANCHORSANCHORED 10" INTO CONC. w/OVERSIZED SS WASHERS (TYP.)

AutoCAD SHX Text

BEARING

AutoCAD SHX Text 18"

AutoCAD SHX Text 3"x8" TIMBER WEARING COURSE

AutoCAD SHX Text

16" TIMBER DECK SUPERSTRUCTURE

AutoCAD SHX Text NOTE: NUTS FOR EPOXY ANCHORS TO BE SECURED WITH LOCTITE EA7363 OR ENGINEER APPROVED EQUAL.

AutoCAD SHX Text

PREFORMED WATERPROOFING MEMBRANE (PER MDOT)

AutoCAD SHX Text

REF PT "A" EL. 741.40

AutoCAD SHX Text

REF PT "B" EL. 741.97

AutoCAD SHX Text

REF PT "A" EL. 739.81

AutoCAD SHX Text

REF PT "B" EL. 740.32

AutoCAD SHX Text

REF PT "A" EL. 734.81

AutoCAD SHX Text

REF PT "B" EL. 735.32

AutoCAD SHX Text 60"

AutoCAD SHX Text 1.5

AutoCAD SHX Text

RIPRAP, HEAVY INFILLED WITH RIPRAP, PLAIN (TYP)

AutoCAD SHX Text 18"

AutoCAD SHX Text

EXCAVATION BACKFILL LIMITS

AutoCAD SHX Text 1.5

AutoCAD SHX Text

12" OF 6A STONE WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text 3"x8" TIMBER WEARING COURSE

AutoCAD SHX Text

16" TIMBER DECK SUPERSTRUCTURE

AutoCAD SHX Text RIPRAP, HEAVY INFILLED WITH RIPRAP, PLAIN PLACED AROUND END OF ABUTMENT & ON TOP OF THE ABUTMENT TO HOLD ROAD MATERIALS IN PLACE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

SCALE: NTS

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VARIES

AutoCAD SHX Text

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

4 INCHES OF TOPSOIL WITH SEED, FERTILIZER AND BIODEGRADABLE MULCH BLANKET

AutoCAD SHX Text

VARIES

AutoCAD SHX Text EXISTING GRADE, CIP TO 95% OF MAX. DENSITY. PLACE CLASS III MATERIAL WHERE FILL IS REQUIRED, 12" MAX. LIFTS AND COMPACT TO 95% OF MAX. DENSITY.

AutoCAD SHX Text

PER PLANS (16' ±)

AutoCAD SHX Text

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

16.0' DECK O-O

AutoCAD SHX Text

SCALE: NTS

NORTH

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text 12.96

AutoCAD SHX Text

"RIPRAP, PLAIN" AND SHALL NOT BE PAID FOR SEPARATELY.

AutoCAD SHX Text

GEOTEXTILE AND HEADERS ARE INCLUDED IN THE PAY ITEM

AutoCAD SHX Text

NOTE:

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24" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text B2 S101

AutoCAD SHX Text

5 SPA @ 5'-4 " = 27'-0"34" = 27'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

4' (MIN.) - 7' (MAX.)

AutoCAD SHX Text

4' (MIN.)

3/4" = 1'-0"

Sheets and Views

G001 G100

C001 C001

C002 C002

C101 C101

C102 C102

S101 S101

S102 S102

File details come from the government source that posted it. Updated Mar 12, 2026.