751.22438.ABG - Brink Overlook - Plans.pdf

PDF 10 MB Posted Jun 5, 2024

Attached to: 751/22438. ABG; Tahquamenon Falls - Upper Falls Overlook
Solicitation number: RFQ 171 240000000413 4
Issued by: Livingston County, Michigan

About this file

Written by GovTribe AI · Mar 14, 2026

This is a civil construction plans document for the Brink Overlook Stairs and Viewing Platform project at Tahquamenon Falls State Park in Paradise, Michigan, prepared by OHM Advisors for the Michigan Department of Technology, Management and Budget (DTMB). The project involves construction of new wooden boardwalk structures, concrete foundations, viewing platforms, and associated site work. The scope includes installation of helical pile and concrete foundations, wood-framed boardwalks with fiberglass grating decking, five landing platforms of varying dimensions, a viewing platform with ADA-compliant railings, and approximately 89 cubic yards of fill below the 100-year floodplain elevation of 708.0. The project also encompasses removal of the existing staircase and associated foundations down to 11'-6" depths, site restoration, erosion control measures, and landscape grading. The plans indicate construction activity is limited to marked boundaries, with penalties ranging from $500 to $5,000 assessed for work outside designated limits. No equipment operation is permitted below the top of bank; foundation installation and excavations must be performed with hand tools, with handheld helical pile installation packages required.

The construction plans enforce strict environmental and operational controls, including soil erosion and sedimentation compliance per Michigan Public Act 451, Part 91, with weekly inspection requirements and potential fines of $500 per day for non-compliance. All materials and workmanship must conform to the 2020 Michigan Department of Transportation Standard Specifications for Construction. The contractor is responsible for all permit fees, utility location notifications via MISS DIG (800-482-7171), public safety protection, and restoration of existing improvements affected by the work. Access is restricted to a designated access road from M-123 with limited parking at an existing road to lagoons; material deliveries via the overlook parking lot must be completed by 9:30 AM and coordinated with the owner. The project requires temporary tree and plant protection, with all tree removals reviewed on-site prior to work; construction area closure to the public with fencing and barricades is mandatory, and benches must be relocated during construction.

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File	Type	Posted
751.22438.ABG - TFSP ARPA II&M - B.1 Brink Overlook - Addendum 3.pdf	PDF	Jun 5, 2024
751.22438.ABG - Brink Overlook - Advertising .pdf	PDF	Jun 5, 2024
751.22438.ABG - TFSP ARPA II&M - B.1 Brink Overlook - Addendum 2.pdf	PDF	Jun 5, 2024
751.22438.ABG - TFSP ARPA II&M - B.1 Brink Overlook - Addendum 1.pdf	PDF	Jun 5, 2024
751.22438.ABG - Brink Overlook - Project Manual.pdf	PDF	Jun 5, 2024

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AREA LOCATION

MAP

CHICAGO

MILWAUKEE LAKE

MICHIGAN

DETROIT

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SAULT

STE

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MARQUETTE

HOUGHTON

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SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

CHAMPION

AREA LOCATION

MAP

GENERAL NOTES:

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0130 2024/04/25

BID SET

751/22438.ABG

OWNER:

TAHQUAMENON FALLS STATE PARK

41382 W M-123

PARIDISE, MI, 49768

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT

ZANE HYRKAS, PE

TAHQUAMENON FALLS STATE PARK

UPPER FALLS BRINK OVERLOOK

41382 W M-123

PARADISE, MI, 49768

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT DOCUMENTS

AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE

ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS NOT

INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF DISCREPANCIES

ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT EXTENSIONS

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE, CLEAN AND

SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS

NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGE

DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL CONDITION.

9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST

AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS

CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE

PERFORMED IN ACCORDANCE WITH THIS CONTRACT. PHONE (800) 482-7171.

TAHQUAMENON FALLS STATE PARK

BRINK OVERLOOK

PROJECT LOCATION

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

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Sheet List Table Sheet

Number Sheet Title http://www.ohm-advisors.com

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR

TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED

PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING WITHIN

THE ROW OF MDOT.

3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR

OTHER NECESSARY MEANS.

4. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO STREETS, SIDEWALKS OTHER STRUCTURES AND

ADJACENT AREAS CAUSED BY DEMOLITION, HAULING, OR OTHER PERFORMANCE OF THE WORK.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND

COMPLIANCE WITH MI-OSHA GUIDELINES.

6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION.

ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE.

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

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF

HIGHWAYS AND STREETS AND THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES.

8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL

FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR

CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL

COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES

THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS.

9. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS

OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF

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

10. ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

REMOVAL

1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR

TO STARTING REMOVALS.

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

3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO

NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS.

4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO

EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED.

5. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID FOR BY

CLEARING THE BRUSH AND TREES LESS THAN 30" IN DIAMETER. CONTRACTOR SHALL REVIEW

CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION.

6. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER

WITHOUT ADDITIONAL COMPENSATION.

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

ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

8. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY

DISPOSED OF AT AN OFF SITE LOCATION.

EARTHWORK, GRADING & RESTORATION

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT.

2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING.

3. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN AND TOPSOIL FOR ALL SLOPE RESTORATION SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

4. ALL FILL SHALL BE CLEAN INERT MATERIAL.

5. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE

BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

6. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER.

ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE USED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL.

7. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL.

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

MAINTENANCE OF TRAFFIC

1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION

OF THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK.

2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER.

3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

ABAND ABANDONED

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

AVE AVENUE

B/BANK BOTTOM OF BANK

BLD BUILDING

CB CATCH BASIN

CONC CONCRETE

CPP CORRUGATE PLASTIC PIPE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ECW EDGE OF CONC WALK

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

FP FORCE PROTECTION

GRAV GRAVEL

HDCP HANDICAP

INV INVERT ELEVATION

MH MAN HOLE

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RD ROAD

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQ SQUARE

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

T/CAST TOP OF CASTING

TELE TELEPHONE

TP TRAVERSE POINT

TS&M TOPSOIL, SEED & MULCH

TYP TYPICAL

T/BANK TOP OF BANK

UG UNDER GROUND

UNO UNLESS NOTED OTHERWISE

WEL WELL LINES

W# WELL LINE

WM WATER MAIN

WTR WATER

YBT YELLOW BENCH TIE

D50 RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

DMAX MAX STONE SIZE/AVG DEPTH OF RIPRAP

ABBREVIATIONS:

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STEWARDSHIP / ARTIFACT NOTE

1. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP

AND THE OWNER'S REPRESENTATIVE/PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR

ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY, OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION: AND

MODERN ARTIFACTS, SUCH AS FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL AND EARLY STATEHOOD PERIODS.

ACCESS ROUTE / TRACKED VEHICLES

1. CONTRACTOR SHALL LIMIT THE USE OF TRACKED MACHINES ON EXISTING PAVEMENT SURFACES TO

LIMIT THE PAVEMENT DISTURBANCES. ACCESS ROUTES HAVE BEEN NOTED TO LIMIT POTENTIAL FOR DISRUPTION OF EX. ROADWAYS WITHIN THE PARK TO HEAVY CONSTRUCTION TRAFFIC. CONTRACTORS ARE ALSO REQUIRED TO LIMIT TRANSPORT ACROSS GREENBELT AREAS THAT ARE NOT WITHIN THE

WORK ZONES.

2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE LOOSE DIRT/SOIL FROM

ASPHALT DAILY.

DTMB: SOIL EROSION AND SEDIMENTATION CONTROL

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC)

RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS

AMENDED, MCL 324.9101 ET SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER

EROSION AND SEDIMENTATION.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE CONTRACTOR'S

INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL

ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND

SEDIMENTATION CONTROL GUIDEBOOK, DATED JULY 2019, AND AS

DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER

SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES

PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE.

FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. THE DTMB RECOMMENDS INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC

MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED, OR, WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. NON COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF

ACTUAL DAMAGE COSTS.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL

TO PREVENT SOIL EROSION AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE

PROPERTY OWNER.

SOIL BORING

TRAVERSE POINT

MISCELLANEOUS SYMBOLS

BENCHMARK

WATER & SEWER UTILITY SYMBOLS

ROUND CATCH BASIN

CULVERT

CULVERT W/O END SECTION

CULVERT W/END SECTION

DEAD TREE

DECIDUOUS TREE

CONIFEROUS TREE

MONUMENT

CENTERLINE OF DITCH

REMOVAL LEGEND

SIDEWALK REMOVAL

BRANCH TRIMMING AREA

TREE, REM

EXISTING CONTOURS

PROPOSED CONTOURS

SF SF SF SF SF SILT FENCE

SEED AND MULCH

GRAVEL

HMA SURFACE REMOVAL

CONTRUCTION LIMITS

REMOVAL

CONCRETE CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 OF THE

2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT GRADE P1 WITH A

MINIMUM CEMENT CONTENT OF 526 LB/CYD OR AS APPROVED BY THE ENGINEER.

2. CONCRETE PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES.

4. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS

AN EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER.

5. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO

APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

6. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE

AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

7. ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND RAILS

ON BOTH SIDES AS DIRECTED BY THE ENGINEER.

8. CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND 308.1, CURRENT

EDITIONS IS REQUIRED.

9. PLACE ANCHOR BOLTS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" IN LIEU OF

TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS".

10. REINFORCING STEEL CONFORMING TO ASTM-615, GRADE 60 IS REQUIRED. PLACE REINFORCING STEEL IN

CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

11. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD SUCH REINFORCED STEEL IN CONFORMANCE WITH THE STRUCTURAL WELDING CODE - REINFORCING STEEL (AWS D1.4) PUBLISHED BY THE AMERICAN WELDING SOCIETY. PERFORM WELDING BY CERTIFIED WELDERS. USE E70XX ELECTRODES.

12. REINFORCED STEEL SHALL HAVE A CONCRETE COVER AS LISTED BELOW UNLESS OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER

1. NO.5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

14. POST INSTALLED ANCHORS ON REBAR SHALL BE ANCHORED INTO CONCRETE WITH POWERS PE1000+ EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR

INSTALLATIONS INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

CONCRETE

BOARDWALK REMOVAL

FIBERGLASS GRATING

WOOD DECKING

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ACCESS ROAD FROM M-123

TAHQUAMENON UPPER FALLS PARKING LOT

CONSTRUCTION LIMITS LAYDOWN AREA

TAHQUAMENON FALLS BREWERY AND PUB

LAGOON

M-123

EXISTING BOARDWALK

UPPER TAHQUAMENON FALLS

TAHQUAMENON RIVER

WOODED AREA

NOTES:

1. CONTRACTOR SHALL REVIEW ANY TREE REMOVALS OR LIMB TRIMMING WITH

THE OWNER AND RECEIVE APPROVAL TO PROCEED PRIOR TO PERFORMING

ANY TREE CLEARING OR TRIMMING.

2. CONTRACTOR SHALL RESTORE/GRADE ACCESS ROAD AT COMPLETION OF

THE PROJECT TO PRECONSTRUCTION CONDITIONS.

3. CONTRACTOR SHALL INCLUDE 50 TONS OF MAINTENANCE GRAVEL TO

IMPROVE THE EXISTING ROAD FOR SITE ACCESS. IF ADDITIONAL

MAINTENANCE GRAVEL IS REQUIRED IT SHALL BE REVIEWED AND APPROVED

WITH THE OWNER PRIOR TO INSTALLATION

4. IT IS NOT THE INTENT TO INSTALL GRAVEL ON THE ENTIRE ACCESS ROAD.

5. CONTRACTOR ACCESS AND PARKING SHALL BE LIMITED TO THE ACCESS

ROAD FROM M-123. ACCESS OR PARKING AT THE UPPER FALLS PARKING LOT

IS NOT ALLOWED.

ACCESS ROAD LIMITS SHALL REMAIN AS EXISTING.

ACCESS ROAD WIDTHS ARE LIMITED TO EQUIPMENT

AND VEHICLES THAT HAVE A WHEEL BASE NO WIDER

THAN 5'.

ACCESS FROM OVERLOOK PARKING LOT

MAY BE UTILIZED FOR MATERIAL

DELIVERY ONLY. ALL MATERIAL

DELIVERIES SHALL BE COORDINATED

WITH THE OWNER AND BE COMPLETED

PRIOR TO 9:30 AM.

UPPER FALLS EXCESS SOILS

DISPOSAL LOCATION

BRINKS OVERLOOK STAIRCASE

(PROJECT LOCATION)

M-123

LOWER FALLS

CONTRACTOR MAY UTILIZE EXISTING ACCESS

ROAD TO LAGOONS FOR VEHICLE PARKING.

Know what'sbelow.

before you dig.Call

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NOTES:

1. CONTRACTOR SHALL WORK WITHIN EXISTING AND NEW

BOARDWALK LIMITS. CONSTRUCTION ACTIVITY OUTSIDE OF LIMITS

SHALL NOT BE ALLOWED AND DAMAGES SHALL BE ASSESSED IF

CONSTRUCTION ACTIVITY OCCURS OUTSIDE OF CONSTRUCTION

LIMITS.

1.1. CONSTRUCTION ACTIVITY SHALL BE ANY ACTIVITY

PERFORMED BY THE CONTRACTOR THAT HAS AN IMPACT TO

AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. EXAMPLES

ARE RUTTING FROM EQUIPMENT, DAMAGE TO TREES, FOOT

TRAFFIC WEARING PATHS OR KNOCKING DOWN VEGETATION,

OR OTHER ACTIVITY THAT IMPACTS THE SURROUNDING AREA

AND VEGETATION.

1.2. DAMAGES FOR CONSTRUCTION ACTIVITY OUTSIDE OF THE

LIMITS OF CONSTRUCTION SHALL BE AS FOLLOWS:

1.2.1. 1ST INCIDENT: $500

1.2.2. 2ND INCIDENT: $1,000

1.2.3. 3RD INCIDENT: $5,000

1.3. IF THE CONTRACTOR REQUIRES AREA OUTSIDE OF THE LIMITS

OF CONSTRUCTION AS SHOWN ON THE DRAWING, THEY

SHALL REQUEST AN ADJUSTMENT TO THE OWNER FOR

REVIEW.

1.4. DAMAGE SHALL BE RESTORED BY THE CONTRACTOR PER

DIRECTION FROM THE ENGINEER.

2. ALL TREES NOT IDENTIFIED FOR REMOVAL INCLUDING DOWN

TREES SHALL REMAIN AND TEMPORARY TREE AND PLANT

PROTECTION PROVIDED TO MITIGATE/PREVENT DAMAGE. ALL TREE

REMOVALS OR TRIMMING SHALL BE REVIEWED ON SITE PRIOR TO

PERFORMING REMOVALS OR TRIMMING.

3. CLOSE CONSTRUCTION AREA TO THE PUBLIC WITH FENCING AND

BARRICADES DURING CONSTRUCTION.

CONTRACTOR TO CLOSE TRAIL TO PUBLIC

FOR ACCESS DURING CONSTRUCTION

RELOCATE BENCHES DURING CONSTRUCTION.

NO ACCESS FROM THIS ROUTE

feetGRAPHIC SCALE: FULL feetHALF

60402010

CONSTRUCTION LIMITS

TYPE III BARRICADE, TYP

SITE ACCESS ROAD

WETLAND LIMITS

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Know what'sbelow.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

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EXISTING STAIRCASE SHALL BE REMOVED TO

EXISTING CONCRETE FOUNDATIONS. EXISTING

CONCRETE FOUNDATIONS SHALL REMAIN IN PLACE

TREE REM, TYP

SAW CUT (FULL DEPTH)

HMA SURFACE REMOVAL

REMOVE AND SALVAGE EXISTING BENCHES

FENCE REM

DRAIN TILE REM

TRIM BRANCHES TO INCREASE VISIBILITY FROM BOARDWALK

PLATFORM. BRANCH TRIMMING SHALL BE REVIEWED WITH

THE OWNER PRIOR TO PERFORMING TO CONFIRM ACTUAL

SCOPE. BRANCHES MAY BE TO HEIGHTS OF 20 FEET.

TRIM BRANCHES TO INCREASE VISIBILITY FROM BOARDWALK

PLATFORM. BRANCH TRIMMING SHALL BE REVIEWED WITH

THE OWNER PRIOR TO PERFORMING TO CONFIRM ACTUAL

SCOPE. BRANCHES MAY BE TO HEIGHTS OF 20 FEET.

CONSTRUCTION LIMITS

REMOVE ALL FOUNDATIONS THAT

CONFLICT WITH NEW CONSTRUCTION

REMOVE ALL EXISTING FOUNDATIONS THAT

CONFLICT WITH NEW CONSTRUCTION

SIDEWALK REMOVAL

STRUCTURE REMOVAL

NOTES:

1. CONTRACTOR SHALL WORK WITHIN EXISTING AND NEW

BOARDWALK LIMITS. CONSTRUCTION ACTIVITY OUTSIDE OF LIMITS

SHALL NOT BE ALLOWED AND DAMAGES SHALL BE ASSESSED IF

CONSTRUCTION ACTIVITY OCCURS OUTSIDE OF CONSTRUCTION

LIMITS.

1.1. CONSTRUCTION ACTIVITY SHALL BE ANY ACTIVITY

PERFORMED BY THE CONTRACTOR THAT HAS AN IMPACT TO

AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. EXAMPLES

ARE RUTTING FROM EQUIPMENT, DAMAGE TO TREES, FOOT

TRAFFIC WEARING PATHS OR KNOCKING DOWN VEGETATION,

OR OTHER ACTIVITY THAT IMPACTS THE SURROUNDING AREA

AND VEGETATION.

1.2. DAMAGES FOR CONSTRUCTION ACTIVITY OUTSIDE OF THE

LIMITS OF CONSTRUCTION SHALL BE AS FOLLOWS:

1.2.1. 1ST INCIDENT: $500

1.2.2. 2ND INCIDENT: $1,000

1.2.3. 3RD INCIDENT: $5,000

1.3. IF THE CONTRACTOR REQUIRES AREA OUTSIDE OF THE LIMITS

OF CONSTRUCTION AS SHOWN ON THE DRAWING, THEY

SHALL REQUEST AN ADJUSTMENT TO THE OWNER FOR

REVIEW.

1.4. DAMAGE SHALL BE RESTORED BY THE CONTRACTOR PER

DIRECTION FROM THE ENGINEER.

2. ALL TREES NOT IDENTIFIED FOR REMOVAL INCLUDING DOWN

TREES SHALL REMAIN AND TEMPORARY TREE AND PLANT

PROTECTION PROVIDED TO MITIGATE/PREVENT DAMAGE. ALL TREE

REMOVALS OR TRIMMING SHALL BE REVIEWED ON SITE PRIOR TO

PERFORMING REMOVALS OR TRIMMING.

3. CLOSE CONSTRUCTION AREA TO THE PUBLIC WITH FENCING AND

BARRICADES DURING CONSTRUCTION.

WETLAND LIMITS

100 YEAR FLOODPLAIN ELEV 708.0

CUT BELOW 100 YEAR FLOODPLAIN = 31 CYD

Know what'sbelow.

R feetGRAPHIC SCALE: FULL feetHALF

151052.5

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REMOVE EXISTING BOARDWALK/STAIRCASE

SURFACE DOWN TO TOP OF FOOTINGS

REMOVE CONCRETE FOUNDATIONS, TYP

SAWCUT EXISTING CONCRETE

FOUNDATION, TYP

REMOVE AND DISPOSE OF EXISTING

CONCRETE FOUNDATION, TYP

11'-6" +/- TYP

BACKFILL AND RESTORE FOUNDATIONS

AFTER REMOVAL, TYP

Know what's below.

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T feetGRAPHIC SCALE: FULL feetHALF

60402010

6' BOARDWALK SEE

DETAIL SHEET S-501

CONCRETE APPROACH

SAW CUT FULL DEPTH

GRAVEL PATH

SLOPE RESTORATION,

NON-FREEWAY TYPE A

ADA RAILING

RELOCATED BENCHES

EROSION CONTROL,

CHECK DAM, STONE (TYP)

WOOD FENCE

BENCH, 6FT

BENCH, 6FT, 2 EA

BENCH, 6FT, 4 EA

BENCH, 6FT, 5 EA

LANDING 4

VIEWING PLATFORM

NOTES:

1. NO EQUIPMENT SHALL BE USED OR OPERATED ON

THE GROUND BELOW THE TOP OF BANK ( SOUTH

OF EXISTING BRINK PAVED PATH). FOUNDATION

INSTALLATION, EXCAVATIONS AND WORK ON THE

GROUND SHALL BE PERFORMED WITH HAND

TOOLS. SMALL GENERATORS THAT CAN BE

CARRIED BY HAND MAY BE USED. SCAFFOLDING IS

ACCEPTABLE. SIT ON OR WALK BEHIND

EXCAVATORS, SKID STEERS, EARTH MOVERS OR

OTHER EQUIPMENT IS NOT ALLOWED.

2. HANDHELD HELICAL PILE INSTALLATION

PACKAGES SHALL BE UTILIZED FOR THE

INSTALLATION OF HELICAL PILES.

LEGEND

FIBERGLASS GRATING

WOOD DECKING

ADA GRAVEL

WETLAND LIMITS

FILL BELOW 100 YEAR FLOODPLAIN = 89 CYD

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T feetGRAPHIC SCALE: FULL feetHALF

60402010

10.0'

.0'

12.5'

.0'15.0'

.0'

30.0'

.0'

15.0'

.0'

24.3' 12.2'

10.6'20.8'27.2' 23.3'

15.5'

28.3'

15.8'

15.1' 14.2'

42.2' 9.6'

52.0' 23.7'

28.8' 25.2'

16.2' 11.4'

28.0'

56.3' 34.8'

55.7'

18.1' 17.3'

39.3'

13.2' 15.4'

60.3'

16.2'

38.2' 33.1'

35.9'

19.4'

NOTES:

1. NO EQUIPMENT SHALL BE USED OR OPERATED ON

THE GROUND BELOW THE TOP OF BANK ( SOUTH

OF EXISTING BRINK PAVED PATH). FOUNDATION

INSTALLATION, EXCAVATIONS AND WORK ON THE

GROUND SHALL BE PERFORMED WITH HAND

TOOLS. SMALL GENERATORS THAT CAN BE

CARRIED BY HAND MAY BE USED. SCAFFOLDING IS

ACCEPTABLE. SIT ON OR WALK BEHIND

EXCAVATORS, SKID STEERS, EARTH MOVERS OR

OTHER EQUIPMENT IS NOT ALLOWED.

2. HANDHELD HELICAL PILE INSTALLATION

PACKAGES SHALL BE UTILIZED FOR THE

INSTALLATION OF HELICAL PILES.

15.0'

13.5'

80.7'

76.1'

.1'

WETLAND LIMITS

-3.94%

-8.05%-8.29%

-8.30% -6.66%

-8.30%

-6.86%

-6.41% -8.30%

-8.30% -6.52%-8.30%

-7.60%

-5.75% -8.30%

-8.30% -7.88% -8.30%

-7.08%

-8.09%

-6.94% -7.95%

-6.34%

-7.46%

-6.84%

-8.30%

-7.79%

764.11 EBW

755.23 EBW

754.33 EBW

749.40 EBW

739.71 EBW

737.37 EBW

733.51 EBW

733.52 EBW

721.82 EBW

721.82 EBW721.82 EBW

709.86 EBW

705.80 EBW

764.11

MATCH EX

-7.63%

764.77

MATCH EX

763.82

MATCH EX FG764.54

FG764.18

FG764.04

FG762.66

FG762.63FG761.23

FG761.12

FG763.99

Know what's below.

before you dig.Call

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T feetGRAPHIC SCALE: FULL feetHALF

60402010

AREAS WITH SLOPES < 2%

EROSION CONTROL,

CHECK DAM, STONE, TYP

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CRZ CALCULATION

CRZ RADIUS = DRIP LINE OF TREE OR DIAMETER

OF TREE X 12 (INCHES), WHICHEVER IS GREATER

CRITICAL ROOT ZONE (CRZ)

TRENCHING / FENCING SECTION

TREE PROTECTION1

SUITABLE SUBGRADE MATERIAL

COMPACTED TO 95%

8" MDOT 22A (COMPACTED TO 95%)

4" CONC

8" ADA GRAVEL

SUITABLE SUBGRADE

COMPACTED TO 95%

TYPICAL GRAVEL PATH SECTION2TYPICAL CONCRETE APPROACH SECTION3

EXISTING HMA

SAWCUT EXISTING HMA FULL DEPTH

PRIOR TO INSTALLING CONCRETE

5.0'

ANGLE DETAIL6

4" 11

13 4"

NOTE: ANGLE SHALL BE HOT DIPPED GALVANIZED AFTER

FABRICATION

11 4" 11 4"31 2"

COUNTERSUNK HOLE FOR #10

FH WOOD SCREW AT 2" FROM

END OF ∠

COUNTERSUNK HOLE FOR

#10 FH WOOD SCREW

⅊ 1 4"X31

2"X31 2"

∠ 31 2"X31

2"X1 4"X23

8.0' MAX

ANGLE BRACKET

SEE DETAIL 6

THIS SHEET

PT 4X4 RAILING

ATTACH POST WITH ANGLE BRACKET

WOOD FENCE DETAIL5

PT 6X6 POST CHAMFERED

BENCH DETAIL WITH ANCHORS4

FOR USE ON BOARDWALK

THICKENED EDGE

CHECK DAM7

" M

#10 FH WOOD SCREW (TYP)

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HELICAL PILE WITH 24" Ø x 24" CONCRETE

PIER CAP AT CORNERS 34 TOTAL

SEE DETAIL 1/S-502

SEE 2/S-501 FOR

LANDING 4 FRAMING

SEE 3/S-501 FOR

LANDINGS 3 AND 5

FRAMING

SEE 1/S-501 FOR

LOOKOUT FRAMING

HELICAL PILE WITH

18" Ø x 24" CONCRETE PIER CAP

87 TOTAL

SEE DETAIL 1/S-502

SEE DETAIL 4/S-502 FOR

BOARDWALK FRAMING

DOUBLE POST AT

CORNER, TYP

24" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

80 TOTAL

SEE DETAIL 2/S-502

BOARDWALK END,

SEE DETAIL 5/S-501

18" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

224 TOTAL

SEE DETAIL 2/S-502

SEE 4/C-501

FOR BENCH

DETAIL

SEE 7/S-501 FOR

LANDING 1 FRAMING

SEE 6/S-501 FOR

LANDING 2 FRAMING

SEE C-121 FOR SAW CUT

AND REMOVE EXISTING

FOUNDATIONS NEAR

BRINK, TYP

LOW PROFILE BOARDWALK

SEE DETAIL 7/S-502

APPROXIMATE LOCATION

OF EXISTING UNDERCUT

EX. MONUMENT

INSTALL BATTERED HELICALS AT

UPHILL FOUNDATIONS OF LANDING.

SEE DETAIL 1/S-502 FOR BATTERED

HELICAL REQUIREMENTS

CONNECT ALL FOUNDATIONS IN LANDING

1 WITH TIES TO THE NEXT UPHILL

FOUNDATION SEE DETAIL 1/S-502 FOR

FOUNDATION REQUIREMENTS

BATTERED HELICALS

REQUIRED AT ALL UPHILL

SIDE FOUNDATIONS PER

DETAIL 1/S-502

INSTALL BATTERED HELICALS AT UPHILL

FOUNDATIONS OF LANDING. SEE DETAIL

1/S-502 FOR BATTERED HELICAL

REQUIREMENTS

HIGH PROFILE BOARDWALK

SEE DETAIL 7/S-502

HIGH PROFILE BOARDWALK

SEE DETAIL 7/S-502

Know what's below.

before you dig.Call

15 X 20

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ARCHITECTS ENGINEERS PLANNERS

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15 X 20

20 X 30

15 X 20

25 X 40 feetGRAPHIC SCALE: FULL feetHALF

60402010

HELICAL ANCHORED FOUNDATION

CONCRETE FOUNDATION,

BEDROCK ANCHORED

NOTES

1. NO EQUIPMENT SHALL BE USED OR OPERATED

ON THE GROUND BELOW THE TOP OF BANK

(SOUTH OF EXISTING BRINK PAVED PATH).

FOUNDATION INSTALLATION, EXCAVATIONS AND

WORK ON THE GROUND SHALL BE PERFORMED

WITH HAND TOOLS. SMALL GENERATORS THAT

CAN BE CARRIED BY HAND MAY BE USED.

SCAFFOLDING IS ACCEPTABLE. SIT ON OR WALK

BEHIND EXCAVATORS, SKID STEERS, EARTH

MOVERS OR OTHER EQUIPMENT IS NOT

ALLOWED.

2. HANDHELD HELICAL PILE INSTALLATION

PACKAGES SHALL BE UTILIZED FOR THE

INSTALLATION OF HELICAL PILES.

3. EXCAVATED SOILS FOR FOUNDATION SHALL BE

DISPOSED OFF OF SITE.

(3) 2x12 PT, TYP

MAX SPAN 6'

(3) 2x12 PT, TYP

PT 2x12s @ 16" OC, TYP

MAX SPAN 8'

SAW CUT AND REMOVE

FOUNDATIONS NEAR BRINK, TYP

6x6 POST, TYP

4x4x3

16 COL, TYP

DOWEL INTO EX FOUNDATIONS AND ADD

CONCRETE TO CREATE 3'x3' BLOCK WITH

DEPTH TO MATCH EX FOUNDATIONS OR

MIN 3'-6", TYP

18" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

24" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

13.5'± TYP

10' TYP

10.9'±

SAW CUT AND REMOVE

FOUNDATION AS NEEDED FOR NEW

FOUNDATION

2x12 RIM JOIST, TYP

TIE RODS AT RAILING POSTS AND

SOLID BLOCKING TO GIRDER, SEE

DETAIL 7/S-502 SIM

3.5

4.8

6.5

5.1

(3) 2x12 PT, TYP

B1: W14x34

B2: W14x34

B3: W14x34

B4: W14x34 B5: W14x34

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

4 @ 7'-6" = 30'

4 @ 5'

.0'

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNECTION

SIM, TYP

INSTALL ADDITIONAL JOISTS

AS NECESSARY FOR DECK

TIE ATTACHMENT

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 7'-6" = 15'

4 @ 5'

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNECTION

SIM, TYP

INSTALL ADDITIONAL JOISTS AS

NECESSARY FOR DECK TIE ATTACHMENT

8' MAX SPACING

2x12s @ 16" OC, TYP 6x6 POST, TYP

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

TOENAILS OR SIMPSON LSSJ210RZ

OR LSSJ210LZ, SEE 4/S-502 OR

9/S-502 RESPECTIVELY

FIELD VERIFY SLOPE

EXISTING GRADE

1.5" FIBERGLASS GRATING2x10 PT, TRIM

AS REQUIREDCONCRETE PATH

2x12 PT

STRINGERS

4.0

17.5"

23.5"

8.0 "14

.0"

2" MAX GAP

RAILINGS NOT SHOWN FOR CLARITY

8" MDOT 22A

COMPACTED TO

95% MDD

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 6'-3" = 12.5'

4 @ 5'

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNCTION,

TYP

SEE 4 &5 /S-502 FOR RAILING

CONNECTION SIM, TYP

INSTALL ADDITIONAL JOISTS

AS NECESSARY FOR DECK TIE

ATTACHMENT

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 5'-0" = 10'

3 @ 6'

-8

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION SIM, TYP

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LANDINGS 3 AND 5 FRAMING3

LOOKOUT FRAMING1LANDING 4 FRAMING2

TYPICAL BOARDWALK FRAMING4

BOARDWALK END 5

LANDING 2 FRAMING6LANDING 1 FRAMING7

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

PT WOOD RAILING POST (TYP.) @ MAX 8' SPACING

PT 2 X WOOD BOTTOM RAIL (TYP.)

1.5" FIBERGLASS GRATING

(2) 1/2" DIA. HOT DIP GALVANIZED ALL THREAD RODS WITH

MATCHING NUTS AND 1/4" X 2-1/2" X 2/1/2" SQUARE HDG

WASHERS, BOTH ENDS

PT 2 X 12 PLATFORM JOIST (TYP.)

(2) PT 2 X 12 WOOD BLOCKING ADJACENT TO

RAILING POST ANCHOR RODS (TYP.)

4" MA

(3) 2x12 BEAM WITH SIMPSON

HUCQ210-3-SDS (TYP)

PT WOOD JOISTS (TYP.)

PT 2 X 6 BOTTOM RAIL

(TYP.)

1.5" FIBERGLASS

GRATING

PT 6 X 6 WOOD POST (TYP.)

(3) PT 2 X 12

4" MA

WOOD RAILING POST (TYP.)

VARIES

L B

'-0

PT 6X6 WOOD POST CENTERED ON PIER CAP (TYP.)

18" OR 24" CONCRETE PIER CAP,

TYP - SEE NOTES

FINISH / EXISTING GRADE

PT 2 X 4 BRACING - INSTALL AS

NEEDED TO REDUCE UNBRACED

LENGTH OF POST TO MAX 10'-0", TYP

NOTES:

1. WOOD POSTS TO BE PRESSURE TREATED (UC4A) SOUTHERN PINE, GRADE 2 OR BETTER.

2. FOR VERTICAL HELICAL PILES: ALLOWABLE LOAD = 6 KIPS; ULTIMATE LOAD = 18 KIPS; MINIMUM TIP

DEPTH OF 15 FT OR BEDROCK

3. BRACING ALSO APPLIES TO AREAS OF BOARDWALK WHERE BEDROCK ANCHORED FOUNDATIONS

ARE INSTALLED

(1) 5/8" DIA HOT DIP GALVANIZED BOLT WITH MATCHING

NUT AND WASHER AT CENTERLINE (TYP.)

12" DIA SINGLE HELIX, TYP

SIMPSON RPBZ POST BASE, TYP SEE DETAIL 9/S-502 SIM

(3) 2x12 BEAM

BOARDWALK FRAMING, SEE 3/S-501

6" T

24"Øx24" CONCRETE PIER CAP AT

CORNERS- SEE NOTES

BATTERED HELICAL PILE,

MINIMUM LENGTH 15 FT, 12" DIA

SINGLE HELIX, TYP

2" DIA THREADED TIE ROD WITH

MATCHING TURN BUCKLE

SEE DETAIL 5 THIS SHEET FOR RAILING CONNECTION

INSTALL BATTERED PILE AFTER VERTICAL PILE IS

INSTALLED. ESTIMATE BEDROCK DEPTH AND ADJUST

BATTER ANGLE AS NEEDED TO AVOID BEDROCK.

MAXIMUM BATTER ANGLE = 80 DEGREES

45°'

DOUBLE NUT WITH WASHER, TYP

16"

O.C. TYP.

PROVIDE 30# ROOF FELT

BETWEEN POST AND CONCRETE

PROVIDE TOE NAILING OF STRINGER INTO

BEAM, MIN 1.5" EMBEDMENT INTO BEAM

PROVIDE (4) STAGGERED NAILS INTO

ADJACENT JOISTS WHERE OVERLAPPING, TYP

3" M

6'-0" CLR UNLESS INDICATED OTHERWISE ON PLANS

PT 2 X 6 WOOD BOTTOM RAIL

2" SQ X 28" WIRE MESH

PT SOUTHERN PINE, SELECT

STRUCTURAL, 2 X6 WOOD MID RAIL

PT 2 X 6 WOOD TOP RAIL

PT 6x6 WOOD RAILING POST, TYPE 1

SOUTHERN PINE (TYP.)

"ADA SQUARE GRID FIBERGLASS GRATING

16"

O.C. TYP.

SINGLE PT 2 X 12

STRINGER (TYP.)

2x4 BLOCKING BETWEEN POSTS, TYP

STAGGER TOP AND BOTTOM RAIL SPLICES

WELD-ON RAILING SUPPORT BRACKET

MEETING MBC CLEARANCE AND LOAD

REQUIREMENTS

2"Ø STANDARD WEIGHT WELDED PIPE

HANDRAIL WITH WELDED ELBOWS AT RAMP

SLOPES >5%. EXTEND AND RETURN ENDS

TO MEET MBC AND ADA REQUIREMENTS

(2) DOUBLE PT 2 X 12 WOOD BLOCKING ADJACENT TO

RAILING POST ANCHOR (TYP.)

HDG 12" Ø ALL THREAD ROD WITH MATCHING

NUTS AND 14"x21

2"x21

2" SQUARE HDG WASHERS,

BOTH ENDS

END OF STRINGER

FROM ADJACENT

SPAN (TYP)

(3) 2x12 PT BEAM

BLOCKING, OFFSET PER

DETAIL 5/S-502

4" M

1x4 TRIM OVER MESH JOINTS

PROVIDE TOE NAILING OF STRINGER INTO

BEAM, MIN 1.5" EMBEDMENT INTO BEAM

PROVIDE (4) STAGGERED NAILS INTO

ADJACENT JOISTS WHERE OVERLAPPING, TYP

18"Ø OR 24" Ø CONCRETE FOOTING IN SONOTUBE

6X6 PT POST

#3 STIRRUP

(4) #4 REBAR, EPOXY INTO

BEDROCK FIELD CUT

6" M

2" CLR

EXCAVATION LIMITS

EXISTING GRADE

"-6 0"

EXISTING BED ROCK

NOTES:

1. WHERE CONCRETE FOUNDATIONS ARE CALLED OUT ON PLAN, PIN FOUNDATION TO BEDROCK

WHERE BEDROCK EXISTS LESS THAN 60" BELOW GRADE.

2. IF BEDROCK IS NOT ENCOUNTERED AT 60", FOUNDATION SHALL BE INSTALLED BEARING ON IN SITU

SOILS WITH A BURY DEPTH OF 60"

3. SEE DETAIL 1/S-503 FOR BEDROCK ANCHOR FOUNDATIONS AT LOOKOUT

SIMPSON POST BASE, SEE

DETAIL 9/S-502 SIM

PROVIDE 30# ROOF FELT

BETWEEN POST AND

CONCRETE

4" M

RIM JOIST

6x6 POST

2x8

3/8"Ø HOLES DRILLED THROUGH POSTS TO

RECEIVE CONTINUOUS 1/4"Ø BLACK NYLON

COATED GALVANIZED STEEL CABLE, TYP

BEVELED TOP

2" SQ X 28" WIRE MESH

PT 6X6 WOOD POST CENTERED ON PIER CAP (TYP.)

18"Øx24" CONCRETE PIER CAP, TYP

- SEE NOTES

FINISH / EXISTING GRADE

NOTES:

1. WOOD POSTS TO BE PRESSURE TREATED (UC4A) SOUTHERN PINE, GRADE 2 OR BETTER.

2. PROVIDE CASING WHERE REQUIRED TO EXCAVATE HOLES - SEE GEOTECHNICAL REPORT.

HELICAL PILE

6" T

24"Øx24" CONCRETE PIER CAP AT

CORNERS- SEE NOTES

BATTERED HELICAL PILE

2" DIA THREADED TIE ROD WITH

MATCHING TURN BUCKLE

PT 6X6 WOOD RAILING POST

SIMPSON CC4,62-5.50

HDG, TYP

ADA SQUARE GRID

FIBERGLASS GRATING

SEE DETAIL 4 ON SHEET S-502

FOR RAILING INFORMATION

6" EMBEDMENT

DOUBLE NUT WITH MATCHING

WASHER, TYP

(2) RPBZ WITH (4) 3

8" THREADED ROD X 12"

EMBEDMENT WITH MATCHING NUT & WASHER

IN CONCRETE AND (8) 1

4" X 1 12" STRONG-DRIVE

SDS HEAVY DUTY CONNECTOR SCREWS.

LOCATE AT DIAGONAL CORNERS OF POSTS.

PROVIDE 30# ROOF FELT

BETWEEN POST AND CONCRETE

SIMPSON LSSJ210RZ OR

LSSJ210LZ, TYP

SIMPSON HU210-2, CONCEALED FLANGE

(3) 2x12 PT BEAM

6X6 POST

INSTALL EYE BOLTS

4" STAINLESS

STEEL PLATE

INSTALL 14" STAINLESS STEEL PLATE

WITH STAINLESS STEEL LOCKING

NUTS AND WASHERS

INSTALL

DOUBLE

LOCKING

NUT &

WASHER

BLACK NYLON

COATED GALVANIZED

STEEL CABLE

ADA SQUARE GRID

FIBERGLASS GRATING

16"

O.C. TYP.

2x12 JOIST @ 1'-4" O.C. (TYP)

HDG 12" Ø ALL THREAD ROD

WITH MATCHING NUTS AND

4"x21

2"x21

2" SQUARE HDG

WASHERS, BOTH ENDS

ADA RAIL POST

6 1 4"

(3) 2x12 BEAM 2x12 BLOCKING BESIDE RODS

PT WOOD RAILING POST (TYP.) @ MAX 8' SPACING

PT 2 X WOOD BOTTOM RAIL (TYP.)

1.5" FIBERGLASS GRATING

(2) 1/2" DIA. HOT DIP GALVANIZED ALL THREAD RODS WITH

MATCHING NUTS AND 1/4" X 2-1/2" X 2/1/2" SQUARE HDG

WASHERS, BOTH ENDS

PT 2 X 12 PLATFORM JOIST (TYP.)

(2) PT 2 X 12 WOOD BLOCKING ADJACENT TO

RAILING POST ANCHOR RODS (TYP.)

(3) 2x12 BEAM WITH SIMPSON

HUCQ210-3-SDS (TYP)

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FOUNDATION AND POST DETAIL1

TYPICAL BOARDWALK SECTION4

TYPICAL POST CONNECTION AT CORNER3

TYPICAL…

This is the start of the file's text. The full file is on GovTribe.

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