2a 751-22463.TAP Douglass-Houghton Falls Plans 100 pct.pdf

PDF 11 MB Posted Jun 16, 2025

Attached to: 751/22463. TAP; Douglass Falls Phase I Paving/Trail/Bridge
Solicitation number: RFQ 171 250000000435 3
Issued by: Houghton County, Michigan

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Written by GovTribe AI · Mar 13, 2026

This file contains the 100% design plans for the Houghton-Douglass Falls Veterans Memorial Scenic Site Phase I project, a state and local infrastructure development effort in Houghton County, Michigan under the Michigan Department of Natural Resources and the Department of Technology, Management and Budget. The project encompasses paving, trail construction, and bridge installation at a scenic site located at T56N, R33W, S35. The work includes approximately 0.2 acres of disturbance involving construction of a gravel parking area, concrete sidewalk (61.75 feet), a 40-foot fiberglass pedestrian bridge spanning Hammell Creek, trail grading and ADA-compliant surface preparation (approximately 7,800 linear feet), removal and delimbing of trees along a 10-foot width and 8-foot height corridor, installation of erosion control measures including straw wattles and silt fencing, and placement of information kiosks and directional signage. The project engineer is U.P. Engineers & Architects, Inc., with primary contacts including Steve Wright, PE; project contacts for the DNR are Danielle Newman and Louise Smith Hunt, and for DTMB are Tom Pawlowski and Travis Kilpela.

The plans indicate estimated quantities including 10 cubic yards of excavation, 2 cubic yards of concrete abutments, 3,000 pounds of fiberglass superstructure, 50 linear feet of erosion control straw wattles, and clearing of 0.021 acres. The design incorporates specific material requirements per 2020 MDOT Standard Specifications, ACI 318 concrete requirements (3,000 psi minimum compressive strength), and compliance with AASHTO geometric design standards and the 2011 Michigan Manual of Uniform Traffic Control Devices. The contractor is responsible for all project permits and fees, coordination with utilities, temporary erosion and sedimentation control implementation, site restoration including hydroseeding and topsoil application, and protection of survey control points and property corners. Contractor obligations include notification to Miss Dig and utility companies minimum three working days prior to construction, repair of any damage to access roads at no additional cost, maintenance of M-26 adjacent to the site free of construction debris, and provision of staging plans for engineer approval. The project reflects a phased development approach with Phase 1 focusing on trail and bridge infrastructure as a preliminary step toward full site development.

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Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jun 16, 2025
Addendum 2 751-22463.TAP Houghton-Douglass Falls.pdf	PDF	Jun 16, 2025
Addendum 1 751-22463.TAP Douglass-Houghton Falls.pdf	PDF	Jun 16, 2025
1b 751-22463.TAP Douglass-Houghton Falls Specifications 100 pct-reduced.pdf	PDF	Jun 16, 2025
1a 751-22463.TAP Douglass-Houghton Falls Advertisment.pdf	PDF	Jun 16, 2025

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FILE NO.: 751 / 22463.TAP

LOCATION MAP

HOUGHTON - DOUGLASS FALLS

VETERANS MEMORIAL SCENIC SITE

PHASE I - PAVING, TRAIL AND BRIDGE

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

T56N, R33W, S35

HOUGHTON COUNTY, MICHIGAN

FILE NO.: 751/22463.TAP

PROJECT LOCATION

HOUGHTON COUNTY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

650'

700'

APPROACH SIGN PLACEMENT

OWNER

DEPARTMENT OF NATURAL RESOURCES

18350 HWY M-203

HANCOCK, MI 49930

PROJECT CONTACTS:

DANIELLE NEWMAN (DNR): 517-927-0755

LOUISE HUNT (DNR): 906-231-3932

TOM PAWLOWSKI (DTMB): 517-242-0973

TRAVIS KILPELA (DTMB): 517-246-8801

ENGINEER

U.P. ENGINEERS & ARCHITECTS, INC.

100 PORTAGE STREET

HOUGHTON, MI 49931

PROJECT CONTACT:

STEVE WRIGHT, PE (UPEA): 906-482-4810

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SHEET DESCRIPTION

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C001 GENERAL NOTES AND LEGEND

C101 EXISTING SITE PLAN

C102 PROPOSED SITE PLAN

C104 PROPOSED GRADING & SESC PLAN

C202 ENLARGED TRAIL PLAN & PROFILE

C204 GENERAL PLAN OF STRUCTURE

C501 CIVIL DETAILS

S100 BRIDGE AND KIOSK DETAILS

S101 BRIDGE ALTERNATE DETAILS

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PROJECT LOCATION LAT:47.206428 LONG:-88.431703

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LAURIUM

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LAKE LINDEN

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HOUGHTON-DOUGLASS FALLS PROPOSED ACCESS DRIVE

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EXISTING PRIVATE DRIVE (TYP.)

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APPROACH SIGN SEE DETAIL C502/A1 (NORTH BOUND)

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SCALE: NONE

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APPROACH SIGN SEE DETAIL C502/A1 (SOUTH BOUND)

LEGENDGENERAL NOTES

REMOVAL

AGGREGATE CONSTRUCTION

RESTORATION

SOIL EROSION AND SEDIMENTATION CONTROL

GENERAL GRADING NOTES

DESIGN DATA

UTILITY CONTACT INFORMATION

LIST OF ABBREVIATIONS

CONCRETE / STRUCTURAL NOTES

PROPOSED WORK SITE NOTES

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UTILITY POLE

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TELEPHONE PEDESTAL

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SANITARY MANHOLE

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ELECTRICAL PEDESTAL

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LIGHT POLE

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WATER VALVE

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TREE (CONIFER)

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BENCHMARK

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IRON PIN

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CONTROL POINT

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FLAG POLE

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HYDRANT

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SOIL BORING

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MONITORING WELL

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BOLLARD OR POST (AS NOTED)

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FOC

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DELINEATED WETLANDS

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1. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2004 POLICY ON AASHTO'S 2004 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND THE 2011 MICHIGAN MANUAL OF THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND AND MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET (MDTMB) DCSPEC, (MDTMB) DCSPEC, THE MDTMB PROVISIONS CONTROL. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY FEES ASSOCIATED THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY FEES ASSOCIATED WITH THIS PROJECT. 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO COMPLY THE CONTRACTOR SHALL CONDUCT HIS 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. 5. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG" AND THE THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG" AND THE APPROPRIATE UTILITIES, FIRE AND POLICE DEPARTMENTS A MINIMUM OF 3 WORKING DAYS PRIOR TO THE BEGINNING OR CONSTRUCTION. 6. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO 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. 7. THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM THE UTILITY OWNERS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES. 8. ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 9. STAGING PLANS ARE NOT PROVIDED FOR THIS PROJECT. PROVIDE A SUBMITTAL STAGING PLANS ARE NOT PROVIDED FOR THIS PROJECT. PROVIDE A SUBMITTAL REGARDING FOR APPROVAL, IN CONCEPT, TO THE ENGINEER. REFER TO DCSPEC SECTIONS 00200.3, 00700.2.3 & 6.2, AND 01300.2. 10. REPAIR ANY DAMAGE TO ACCESS ROADS CAUSED BY CONTRACTOR OPERATIONS AT NO REPAIR ANY DAMAGE TO ACCESS ROADS CAUSED BY CONTRACTOR OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. REFER TO MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION 2020, SECTION 104.07.C. 11. CONTRACTOR SHALL INSTALL QTY 2 TYPE 3 LIGHTED BARRICADE AND/OR EQUIPMENT TO CONTRACTOR SHALL INSTALL QTY 2 TYPE 3 LIGHTED BARRICADE AND/OR EQUIPMENT TO BLOCK TRAFFIC ACCESS TO PARKING LOT DURING CONSTRUCTION, PROVIDING PLAN TO ENGINEER FOR APPROVAL. 12. CONTRACTOR SHALL KEEP M-26 ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS CONTRACTOR SHALL KEEP M-26 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. SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY TO REMOVE TRACKED SOIL AND DEBRIS. 1. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 2. ADDITIONAL TREE CLEARING/REMOVALS ARE NOT ALLOWED WITHOUT WRITTEN APPROVAL ADDITIONAL TREE CLEARING/REMOVALS ARE NOT ALLOWED WITHOUT WRITTEN APPROVAL NOT ALLOWED WITHOUT WRITTEN APPROVAL WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION. 3. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED 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. 4. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OF. 1. MATERIALS FOR THIS PROJECT SHALL CONSIST OF THE FOLLOWING: MATERIALS FOR THIS PROJECT SHALL CONSIST OF THE FOLLOWING: a. TRAIL GRAVEL - MEETING ADA REQUIREMENTS TRAIL GRAVEL - MEETING ADA REQUIREMENTS b. 6A AGGREGATE - PER MDOT REQUIREMENTS 6A AGGREGATE - PER MDOT REQUIREMENTS c. EMBANKMENT - CLASS III FILL - PER MDOT EMBANKMENT - CLASS III FILL - PER MDOT d. BRIDGE BACKFILL - CLASS II FILL - PER MDOT BRIDGE BACKFILL - CLASS II FILL - PER MDOT 1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE 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 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 FOR COMPLETING FINAL GRADING. 3. RESTORATION AT THE PARKING LOT SHALL BE DONE BY HYDROSEEDING. RESTORATION RESTORATION AT THE PARKING LOT SHALL BE DONE BY HYDROSEEDING. RESTORATION ALONG THE TRAIL MAY BE HYDROSEEDED OR WITH SEED AND MULCH. PROVIDE BIODEGRADABLE MULCH BLANKETS AT SLOPES GREATER THAN 1:4. 4. CONTRACTOR SHALL PLACE 4" OF TOPSOIL, SEED AND MULCH OR SOD ON DISTURBED CONTRACTOR SHALL PLACE 4" OF TOPSOIL, SEED AND MULCH OR SOD ON DISTURBED AREAS.

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1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT UNIT PRIOR TO DOING WORK. CONSTRUCT AND MAINTAIN ALL TEMPORARY SOIL EROSION AND EROSION AND SEDIMENTATION CONTROL MEASURES AND REMOVE WHEN ACCEPTABLE. NO COMPLIANCE ACCEPTABLE. NO COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF ACTUAL AND ASSESSMENT OF ACTUAL DAMAGE COSTS. 2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES, THE DTMB SOIL SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, AND SPECIFICATION SECTION SPECIFICATION SECTION 312513. . 3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT GREAT LAKES, AND ENERGY (EGLE) CERTIFIED STORM WATER OPERATOR ON ALL SITES WITH A SITES WITH A DISTURBANCE OF FIVE OR MORE ACRES (PERMIT-BY-RULE). THE OPERATOR SHALL OPERATOR SHALL COMPLETE ALL INSPECTIONS AND REPORTS TO COMPLY WITH SESC PERMIT SESC PERMIT REQUIREMENTS. THE PROJECT COVERS APPROXIMATELY 0.2 ACRES. 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB ONLY ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. PROJECT. 5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER EFFECTIVE EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL MEASURES SHALL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE AND STABILIZED. NO AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OR REMOVAL OF MAINTENANCE OR REMOVAL OF THE EROSION CONTROL ITEMS. 6. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF THE OF OFF THE PROJECT SITE. 7. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY PRECAUTION PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM EROSION, INCLUDING EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER ACCEPTABLE TEMPORARY ACCEPTABLE TEMPORARY PRECAUTION. 8. THE CONTRACTOR SHALL INSTALL STRAW WATTLES, SILT FENCES AND ROCK FILTERS THE CONTRACTOR SHALL INSTALL STRAW WATTLES, SILT FENCES AND ROCK FILTERS AS TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND AS SHOWN ON THE PLANS. AS SHOWN ON THE PLANS. 9. THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE. 10. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL BE SEEDED AND MULCHED. 11. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED. 12. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS IS NOT USED ON SITE. 13. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS AND WALKWAYS ADJACENT TO THE CONTRACTOR SHALL KEEP ALL PUBLIC STREETS AND WALKWAYS ADJACENT TO THE ONTRACTOR SHALL KEEP ALL PUBLIC STREETS AND WALKWAYS 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. . 1. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM TRAIL AND PARKING LOT. 2. SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, TOPSOIL AND GRASSES TO THE SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, TOPSOIL AND GRASSES TO THE LIMITS REQUIRED TO PERFORM WORK IN CONTRACT. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WASTE MATERIALS FROM THE SITE. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS, BENCH MARKS OR EXISTING STRUCTURES FROM DAMAGE OR DISPLACEMENT. PROTECT PROPERTY CORNERS. 3. CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR TO GRADE SITE SO NEW GRADES BLEND GENTLY INTO EXISTING GRADES. CONTRACTOR TO SLOPE GRADE AWAY FROM BUILDINGS MINIMUM OF 2 INCHES IN 10 FEET. MAINTAIN OPTIMUM MOISTURE CONTENT OF MATERIALS WHEN GRADING. WHEN EXCAVATING THROUGH ROOTS, PERFORM WORK BY HAND AND CUT ROOTS WITH SHARP AXE. SOME EXCESS SUBSOIL CAN BE SPREAD ALONG EXISTING TRAILS TO BE ABANDONED AS DIRECTED BY THE ENGINEER, OTHERWISE EXCESS SUBSOIL SHALL BE REMOVED FROM THE SITE. 4. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, BERMS, DITCHES, ETC, THAT MEET DTMB EROSION CONTROL REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND FEES NECESSARY WITH SUCH SYSTEMS. SUCH DEVICES SHALL BE INSTALLED IN ALL AREAS OF DISTURBED SOIL AND WHERE SURFACE RUN-OFF CAN OCCUR. CONTRACTOR TO SUBMIT SESC IMPLEMENTATION PLAN PRIOR TO DISTURBING THE SITE. 5. AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING THE PROPOSED GRADES TO MATCH TO THE EXISTING ROAD SURFACES. 6. THE INTENT OF THE FINE GRADED SURFACE IS TO SHED PARKING LOT RUNOFF TO THE INTENT OF THE FINE GRADED SURFACE IS TO SHED PARKING LOT RUNOFF TO OPEN GRASS AREAS. PRIOR TO INSTALLATION OF THE HMA SURFACE THE CONTRACTOR IS TO REVIEW THE GRADING PLAN AND MAKE THE ENGINEER AWARE OF ANY CONCERNS OR ISSUES THAT MAY LEAD TO PONDED WATER ON THE PAVEMENT SURFACE. 7. TURF ESTABLISHMENT = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL TURF ESTABLISHMENT = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL ACCEPTABLE GRASS COVER HAS BEEN ACHIEVED. 8. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS ONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS NOT USED ON SITE. CONTRACTOR SHALL NOT REMOVE EXCESS CUT MATERIAL UNTIL PROPOSED GRADING IS COMPLETE.

AutoCAD SHX Text DESIGN LOADS: VEHICLE LOAD: ORV 5K PEDESTRIAN LOAD: 90 PSF (4' WIDE DECK 360 PLF) 90 PSF (4' WIDE DECK 360 PLF) SNOW LOAD: 90 PSF GROUND 90 PSF GROUND RAIL LIVE LOAD: VERT. & HORIZ./ 50 PLF, 200# POINT LOAD VERT. & HORIZ./ 50 PLF, 200# POINT LOAD 75% SNOW + 50% LIVE SAWN LUMBER, VISUALLY GRADED (RS): (NFPA RULES) ALL DIMENSIONAL LUMBER: SP OR DOUG FIR OR BETTER PRESERVATIVE: ALKALINE COPPER QUATERNARY (ACQ), AWPA CATEGORY UC4C - WATER BASED. SUBMIT SHOP DRAWINGS TO U.P. ENGINEERS & ARCHITECTS, INC. FOR APPROVAL PRIOR TO FABRICATION OF ALL MATERIALS. FIBERGLASS 1. AS REQUIRED TO SUPPORT LOADS WITH ADDED UV RESISTANCE. AS REQUIRED TO SUPPORT LOADS WITH ADDED UV RESISTANCE. NATURAL GAS SEMCO ENERGY GAS COMPANY US-41, CALUMET, MI 49913 (800)-624-2019 ELECTRICAL UPPER PENINSULA POWER COMPANY WEST HOUGHTON SERVICE CENTER 18494 HOUGHTON CANAL ROAD HOUGHTON, MI 49931 (906)-483-4572 CONTACT: MIKE JURMU TELEPHONE AT&T 211 EAST B STREET IRON MOUNTAIN, MICHIGAN 49801 (906)-369-9488 CONTACT: MARSHA BERTOLDI CATV CHARTER COMMUNICATIONS 115 EAST MCLEOD AVENUE IRONWOOD, MICHIGAN 49938 OFFICE: (906)-553-7867 CELL: (906)-235-9623 CONTACT: JEFFERY GREGG

AutoCAD SHX Text ADJ - ADJUST - ADJUST AGG - AGGREGATE - AGGREGATE A.B. - ANCHOR BOLT - ANCHOR BOLT APPROX - APPROXIMATE - APPROXIMATE BIT - BITUMINOUS ASPHALT - BITUMINOUS ASPHALT C/L - CENTERLINE - CENTERLINE C.O. - CLEAN OUT CONC - CONCRETE - CONCRETE CP - CONTROL POINT - CONTROL POINT DIA - DIAMETER - DIAMETER E - EAST - EAST ELEV or EL - ELEVATION or EL - ELEVATION - ELEVATION EX or EXIST - EXISTING - EXISTING FT - FEET - FEET GALV. - GALVANIZED - GALVANIZED GAS SVC - GAS SERVICE - GAS SERVICE HORIZ - HORIZONTAL - HORIZONTAL HMA - HOT MIX ASPHALT - HOT MIX ASPHALT HYD - HYDRANT - HYDRANT IE or INV - INVERT ELEVATION - INVERT ELEVATION LF - LINEAL FEET - LINEAL FEET LOC - LOCATION - LOCATION MH - MANHOLE - MANHOLE MIN - MINIMUM - MINIMUM N - NORTH - NORTH PT - POINT - POINT P.O.B. - POINT OF BEGINNING - POINT OF BEGINNING P.O.E. - POINT OF ENDING - POINT OF ENDING PROP - PROPOSED - PROPOSED R - RADIUS - RADIUS RR - RAILROAD - RAILROAD REF - REFERENCE - REFERENCE R&R - REMOVE & REPLACE - REMOVE & REPLACE RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE R.O.W. or R/W - RIGHT-OF-WAY or R/W - RIGHT-OF-WAY - RIGHT-OF-WAY SAN - SANITARY - SANITARY SVC - SERVICE - SERVICE SWK - SIDEWALK - SIDEWALK SB - SOIL BORING - SOIL BORING S - SOUTH - SOUTH SQFT - SQUARE FEET - SQUARE FEET SYD - SQUARE YARD - SQUARE YARD STA - STATION - STATION STM or ST - STORM - STORM TEL - TELEPHONE - TELEPHONE TYP - TYPICAL - TYPICAL UG - UNDERGROUND - UNDERGROUND VERT - VERTICAL - VERTICAL WM - WATER MAIN - WATER MAIN W SVC - WATER SERVICE - WATER SERVICE W - WEST - WEST W/ - WITH- WITH

AutoCAD SHX Text

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 2. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 psi. 3. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy = 60,000 psi). ALL WELDED WIRE FABRIC (WWF) SHALL BE IN ACCORDANCE WITH ASTM A185 (65,000 psi). 4. REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS: REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS: CONCRETED POURED AGAINST EARTH 3" ALL OTHER CONCRETE 2" 5. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE AND SUBJECT TO ENGINEER APPROVAL. 6. ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED.ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED.

AutoCAD SHX Text

1. CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS OUTSIDE PAVING LIMITS. UTILIZE THE DNR SPECIFIED SEED MIX AS DIRECTED BY THE SPECIFICATIONS BASED ON CURRENT CONDITIONS. 2. PAVEMENT MARKING TO BE DONE IN ACCORDANCE WITH CURRENT MDOT STANDARD PAVEMENT MARKING TO BE DONE IN ACCORDANCE WITH CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR RESPONSIBLE TO PROVIDE HANDICAP MARKINGS, PARKING STRIPING, TRAFFIC ARROWS AND EXIT ONLY TEXT. ALL PAVEMENT MARKINGS TO CONFORM TO MDOT PAY ITEM PAVEMENT MARKING, WATERBORNE, 4 INCH, WHITE EXCEPT AT HANDICAP PARKING SPACES WHICH SHALL BE BLUE. PAVEMENT MARKING SHALL BE INCLUDED IN THE CONTRACT AND SHALL NOT BE PAID FOR SEPARATELY. 3. EXTERIOR CONCRETE SIDEWALK/FLAT SURFACES SHALL CONFORM TO MIX DESIGN IN EXTERIOR CONCRETE SIDEWALK/FLAT SURFACES SHALL CONFORM TO MIX DESIGN IN SPECIFICATIONS. FLAT TRAFFIC BEARING SURFACES WILL RECEIVE A LIGHT BROOMED FINISH. 4. CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO EXECUTION OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO EXECUTION OF THE CONTRACT.

AutoCAD SHX Text

ES41

AutoCAD SHX Text USE ADJACENT TO CRITICAL AREAS, TO PREVENT SEDIMENT LADEN SHEET FLOW FROM ENTERING THESE AREAS.

AutoCAD SHX Text S51

AutoCAD SHX Text USE ADJACENT TO CRITICAL AREAS, TO PREVENT SEDIMENT LADEN SHEET FLOW FROM ENTERING THESE AREAS.

AutoCAD SHX Text ON EXPOSED SLOPES, NEWLY SEEDED AREAS, NEW DITCH BOTTOMS, OR AREAS SUBJECT TO EROSION.

AutoCAD SHX Text STABILIZATION METHOD UTILIZED ON SITES WHERE EARTH CHANGE HAS BEEN COMPLETED (FINAL GRADING ATTAINED).

AutoCAD SHX Text FOR USE IN AREAS SUBJECT TO EROSIVE SURFACE FLOWS OR SEVERE WIND OR ON NEWLY SEEDED AREAS.

AutoCAD SHX Text

WHERE USED

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SYMBOL

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BEST MANAGEMENT PRACTICES

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MULCH

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PERMANENT SEEDING

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MULCH BLANKETS

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SILT FENCE

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WATTLES

KEY

CONTROL POINT DATA

BENCHMARK DATA

RIGHT-OF-WAYRIGHT-OF-WAY

M-26

300' R .O

EXISTING

TRAILS (TYP.)

EXISTING DRIVEWAY

LOCATION IS APPROXIMATE

NOTE: CONTRACTOR SHALL OBTAIN SHOULDER OR

LANE CLOSURE PERMIT FROM MDOT AS REQUIRED

FOR CONSTRUCTION.

PROPOSED TREE REMOVAL AND DELIMBING

LIMITS, 10' WIDTH, 8' HEIGHT

A3 EXISTING SITE PLAN

EXISTING

PROPERTY

CORNERS (TYP.)

LEGEND

- WORK INCLUDED IN CONTRACT

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WETLAND LIMITS

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EXISTING TREE LINE

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WETLANDS BOUNDARY

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WETLANDS BOUNDARY

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WETLANDS BOUNDARY

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WETLANDS BOUNDARY

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SCALE: 1" = 20'

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EXISTING TREE LINE

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EXISTING TREE LINE

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( IN FEET )

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20 FT.

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GRAPHIC SCALE

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SITE

PLAN

C102

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A3 PROPOSED SITE PLAN

R25' R25

109'

20'

123'

49'

20'

9' RV PARKING

VAULT TOILET

(NIC)

RIGHT-OF-WAYRIGHT-OF-WAY

INFORMATION KIOSK, ALTERNATE 2,

SEE DETAILS ON S100

207'

NEPR

M-26

' 28'

R2 5'

R25'

R25'R2 5'

PROPOSED 61.75' SIDEWALK.

SEE DETAIL C501/D1

28'

78.00 116.70

ADA

PARKING

SIGNS

SELF REGISTRATION PIPE. (NIC)

PROPOSED GRAVEL

PARKING AREA.

N.I.C.

PROPOSED HMA

PAVEMENT. SEE

DETAIL C501/A1

CONTRACTORS TO SCATTER

BRUSH AND LOGS BY HAND

ALONG TRAIL AT 50'

INTERVALS (TYP.)

PHASE 1 TRAIL

PROPOSED

GRUBBING + TREE

REMOVAL LIMITS

EXISTING

TREE LINE

LIMITS OF RIPRAP, NIC

PROPOSED 27'x20' CONC.

PAD, SEE DETAIL C501/C2

WATERBORNE PAVEMENT

MARKING, WHITE, (TYP.)

18"Ø POLY COATED CMP

CULVERT (NIC)

PROPOSED

STOP SIGN

PERMANENT SIGNS

CODE DESCRIPTION SIZE AREA (SFT) QUANTITY TOTAL (SFT)

SIGN, TYPE B, TEMP, PRISMATIC, FURN & OPER TOTAL (SFT)

SIGN, TYPE B, TEMP, PRISMATIC, SPEC, FURN & OPER TOTAL (SFT)

STOP

R1-1 "STOP"

(24" x 24")

Houghton-Douglass Falls Scenic Site

D7-7d "FALLS AHEAD" (42" x 74"±)

LEGEND

- WORK INCLUDED IN CONTRACT

CONCRETE SIDEWALK

ALTERNATE 1: COMPACT EXISTING

GRAVEL, PAVE PARKING AREA

SHOWN AS GRAVEL, APPROXIMATELY

234 TONS PER A1/C501.

SILT FENCE INSTALLED BY DNR,

MAINTAINED AND REMOVED BY

CONTRACTOR.

STONE DITCH,

SEE DETAIL A4/C-501

CONTRACTOR TO BARRICADE SITE FROM TRAFFIC DURING CONSTRUCTION.

SEE GENERAL NOTE 11, SHEET C001

TRAIL ABANDONMENT NOTES

1. DEPOSIT AND RAKE OUT EXCESS

SOIL ON TOP OF EXISTING TRAIL FOR A

LENGTH OF 20' LONG BY 6' WIDE AT

LOCATIONS SHOWN.

2. PLACE REMOVED TREES, TREE LIMBS

AND STUMPS AT LOCATIONS AS DIRECTED

BY THE ENGINEER.

3. SEED AND MULCH AREAS (20'x6') WITH

CLOVER MIX AS PER THE SPECIFICATIONS.

AutoCAD SHX Text

TWO TRACK ROAD

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WETLAND LIMITS

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SCALE: 1" = 20'

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( IN FEET )

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20 FT.

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GRAPHIC SCALE

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EXISTING TREE LINE

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WETLANDS BOUNDARY

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WETLANDS BOUNDARY

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WETLANDS BOUNDARY

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EXISTING TREE LINE

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EXISTING TREE LINE

AutoCAD SHX Text R1-1

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STOP

AutoCAD SHX Text 24" x 24"

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HCAP PARKING

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FALLS AHEAD

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FALLS AHEAD

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AutoCAD SHX Text D7-1d

AutoCAD SHX Text 42" x 74"%%P

AutoCAD SHX Text 24.7

AutoCAD SHX Text 21.6

AutoCAD SHX Text S62

AutoCAD SHX Text E8

AutoCAD SHX Text E6

AutoCAD SHX Text E8

AutoCAD SHX Text E6

AutoCAD SHX Text E8

AutoCAD SHX Text E6

AutoCAD SHX Text E9

AutoCAD SHX Text SITE RESTORATION: 1. APPLY TOPSOIL, SEED + MULCH TO DISTURBED AREAS. APPLY TOPSOIL, SEED + MULCH TO DISTURBED AREAS. (IN CONTRACT) 2. SILT FENCE BY DNR (NIC).SILT FENCE BY DNR (NIC).

AutoCAD SHX Text 10'±

AutoCAD SHX Text ALTERNATIVE 1: 1. PAVE FULL PARKING LOT, ALL GRAVEL AREAS ARE TO PAVE FULL PARKING LOT, ALL GRAVEL AREAS ARE TO BE PAVED 2. ADD STRIPING TO NEWLY PAVED AREASADD STRIPING TO NEWLY PAVED AREAS

AutoCAD SHX Text

AutoCAD SHX Text 50.2

AutoCAD SHX Text 12" x 18"

1.5

RIGHT-OF-WAY

M-26

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GRADING &

SESC PLAN

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A2 PROPOSED GRADING & SESC PLAN

WETLAND

BOUNDARY

PROPOSED

PHASE 1 TRAIL

PROPOSED GRUBBING +

TREE REMOVAL LIMITS

C5 NORTH ENTRANCE PROFILE

A5 SOUTH ENTRANCE PROFILE

WORK ON THIS SHEET

MDNR: CLEARING, EXCAVATION, GRADING, DRIVEWAY CULVERT,

RIP RAP, VAULT TOILET, GRAVEL BASE

CONTRACTOR: COMPACTION OF GRAVEL PARKING SURFACE,

PAVING, STRIPING, CONCRETE, SIGNS,

TRAIL GRADING, CONSTRUCTION, AND RESTORATION,

KIOSK, STONE DITCH

VAULT TOILET

F.F.E. = 1020.00, NIC

MAINTAIN

EXISTING

SILT FENCE

MAINTAIN

335 LFT.

SILT FENCE

DISTURBED AREAS: 4"

TOPSOIL, SEED &

MULCH

E6 E8

E51

E6 E8

E6 E8 E6

E6 E8

6" STONE

DITCH & BASIN

4" WHITE

STRIPING (TYP),

ALTERNATE 1

ALTERNATE 1: PAVE PARKING AREA

SHOWN AS GRAVEL, APPROXIMATELY

234 TONS PER A1/C501.

4" WHITE

STRIPING (TYP),

ALTERNATE 1

BLUE STRIPING AT

ADA STALLS AND

ACCESS AISLE

CONTRACTOR SHALL VERIFY VAULT

TOILET FINISH FLOOR ELEVATION IN

THE FIELD AND NOTIFY THE ENGINEER

PRIOR TO LAYOUT OF SIDEWALK.

LEGEND

- WORK INCLUDED IN CONTRACT

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TWO TRACK ROAD

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0+60 ENTRANCE INTERSECTION

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0+60 ENTRANCE INTERSECTION

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PROPOSED GRADE

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PROPOSED CENTERLINE ENTRANCE SURFACE

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PROPOSED GRADE

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PROPOSED CENTERLINE ENTRANCE SURFACE

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EXISTING EDGE OF HMA PAVEMENT HWY. M-26

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EXISTING EDGE OF HMA PAVEMENT HWY. M-26

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1+74.2 BEGIN PROPOSED GRAVEL

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1+74.9 BEGIN PROPOSED GRAVEL

AutoCAD SHX Text

STA. 0+00 - 0+60 SEE NORTH ENTRANCE PROFILE ABOVE

AutoCAD SHX Text

SCALE: 1" = 15'

AutoCAD SHX Text 1 inch =

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( IN FEET )

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15 FT.

AutoCAD SHX Text

AutoCAD SHX Text 7.5

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GRAPHIC SCALE

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HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4'

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HORZ. SCALE: 1" = 20' VERT. SCALE: 1" = 4'

AutoCAD SHX Text 1 inch =

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( IN FEET )

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20 FT.

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HORZ. SCALE

AutoCAD SHX Text 1 inch =

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( IN FEET )

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4 FT.

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VERT. SCALE

10'±

.O .B

HAMMELL CREEK

CONTROL POINT DATA

BENCHMARK DATA

A3 TRAIL PROFILE: 0+00 - 8+00

ALONG DISTURBED

EDGES OF TRAIL

AS REQUIRED

STACK LOGS,

STUMPS + BRUSH TO

BLOCK TRAIL (TYP)

TRAIL P.O.B.

STA. 0+75

TRAIL P.O.E.

STA. 7+81.42

CONSTRUCT NEW

TRAIL PER D3 ON

C501

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ENLARGE

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& PROFILE

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STACK LOGS,

STUMPS + BRUSH TO

BLOCK TRAIL (TYP)

PHASE 1 -

BRIDGE

CONTRACTOR MAY PLACE

EXCESS EXCAVATED MATERIAL

TO BLOCK EXISTING TRAILS AS

DIRECTED BY ENGINEER

CONTRACTOR PROTECT

EXPOSED PVC PIPE

UNKNOWN UTILITY

AutoCAD SHX Text

PROPOSED TRAIL C/L

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PROPOSED TRAIL C/L

AutoCAD SHX Text 40'

AutoCAD SHX Text 52'

AutoCAD SHX Text 240'

AutoCAD SHX Text 123'

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ROCK DEPTHS ESTIMATED

AutoCAD SHX Text 166'

AutoCAD SHX Text

EXISTING SURFACE

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APPROX. ROCK SURFACE

AutoCAD SHX Text

EXISTING SURFACE

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EXITIMATED ROCK SURFACE (8" BELOW EXISTING SURFACE)

AutoCAD SHX Text -4.38%

AutoCAD SHX Text -1.00%

AutoCAD SHX Text -4.95%

AutoCAD SHX Text -1.00%

AutoCAD SHX Text -4.95%

AutoCAD SHX Text

PROPOSED BRIDGE

AutoCAD SHX Text -2.58%

AutoCAD SHX Text 0.80%

AutoCAD SHX Text 0.33%

AutoCAD SHX Text -0.25%

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POTENTIAL ROCK, EXCAVATE AS DIRECTED BY THE ENGINEER (PAID PER UNIT PRICE)

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EDGE OF PARKING

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CONCRETE SIDEWALK

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TRAIL P.O.E. 7+81.42

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FLATTEN ROCK AT BRIDGE ABUTMENTS AS DIRECTED BY ENGINEER (TYP)

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EXPOSED ROCK (TYPICAL)

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WETLAND LIMITS

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EXISTING TRAIL

AutoCAD SHX Text

EXISTING TRAIL

AutoCAD SHX Text

SCALE: HORZ. 1" = 30' VERT. 1" = 4'

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EXISTING TRAIL

AutoCAD SHX Text 1 inch =

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( IN FEET )

AutoCAD SHX Text

30 FT.

AutoCAD SHX Text

HORZ. SCALE

AutoCAD SHX Text 1 inch =

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( IN FEET )

AutoCAD SHX Text

4 FT.

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VERT. SCALE

AutoCAD SHX Text 1 inch =

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( IN FEET )

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20 FT.

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GRAPHIC SCALE

AutoCAD SHX Text E8

AutoCAD SHX Text E6

AutoCAD SHX Text

99 LFT ES41

AutoCAD SHX Text 10'±

10'±

CONTROL POINT DATA

BENCHMARK DATA

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GENERAL

PLAN OF

STRUCTURE

C204

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SUMMARY OF HYDRAULIC ANALYSIS

EXISTING PROPOSED

ESTIMATED QUANTITIES

DESCRIPTION QUANTITY UNIT

EXCAVATION, EARTH 10 CYD

BACKFILL STRUCTURE, CIP 10 CYD

EROSION CONTROL, STRAW WATTLES 50 LFT

CONCRETE ABUTMENTS 2.00 CYD

FIBERGLASS SUPERSTRUCTURE 3000 LBS

FIBERGRATE 4'X5' 8 EA

ANCHOR BOLTS 16 EA

JOINT WATERPROOFING 12 SFT

CLEARING 0.021 ACRE

4" HDPE DRAIN TILE

A2 BRIDGE PROFILE

C2 BRIDGE PLAN

AutoCAD SHX Text -4.95%

AutoCAD SHX Text

WATER LEVEL: 983.1' MEASURED: 11/13/2024

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100 YEAR FLOOD ELEV: 987.3'

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APPROX. ROCK SURFACE

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BRIDGE STA. 7+39.68

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PROPOSED BRIDGE

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PROPOSED BRIDGE ABUTMENT

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FILL/EXCAVATE AS NEEDED FOR TRAIL COMPACTION TO 95% DENSITY (TYP)

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PROPOSED TRAIL

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EXISTING TRAIL

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PROPOSED TRAIL APPROACH PER DETAIL C3/S501

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APPROX. ROCK SURFACE

AutoCAD SHX Text 0.00%

AutoCAD SHX Text -2.00%

AutoCAD SHX Text

REF PT. 'A' STA: 7+19.21 ELEV: 993.18'

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REF PT. 'B' STA: 7+60.13 ELEV: 992.22'

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TRAIL P.O.E. STA: 7+81.42 ELEV: 992.25'

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4" DRAIN TILE (TYP)

AutoCAD SHX Text -2.00%

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 24.18'

AutoCAD SHX Text

40' BRIDGE LENGTH

AutoCAD SHX Text 10.29'

AutoCAD SHX Text 11.41'

AutoCAD SHX Text 1 inch =

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

GRAPHIC SCALE

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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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200-YEAR

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100-YEAR

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DRAINAGE AREA = 0.03 SQUARE MILES

AutoCAD SHX Text

987.82 11.06

AutoCAD SHX Text 987.54

AutoCAD SHX Text 9.95

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

AT SURFACE

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OF STRUCTURE

AutoCAD SHX Text

UPSTREAM FACE

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WATER ELEVATION

AutoCAD SHX Text 987.82

AutoCAD SHX Text 987.54

AutoCAD SHX Text

VELOCITY IN

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DOWNSTREAM

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CHANNEL IN

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FT/S

AutoCAD SHX Text 22.06

AutoCAD SHX Text 9.95

AutoCAD SHX Text

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

AutoCAD SHX Text 2.51

AutoCAD SHX Text 2.89

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 REGULATOR FLOODPLAIN. THE ELEVATIONS MAY BE USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY.

AutoCAD SHX Text

PHASE I TRAIL

AutoCAD SHX Text

PROPOSED BRIDGE SEE SHEETS S100-S101

AutoCAD SHX Text

21 LFT ES41

AutoCAD SHX Text 1 inch =

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

3 FT.

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

VERT. SCALE

AutoCAD SHX Text

SCALE: HORZ. 1" = 5', VERT. 1" = 3'

AutoCAD SHX Text 1 inch =

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

HORZ. SCALE

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text 6'±

AutoCAD SHX Text

REF PT. 'A' STA: 7+19.21 ELEV: 993.18'

AutoCAD SHX Text

REF PT. 'B' STA: 7+60.13 ELEV: 992.22'

AutoCAD SHX Text 4" PERF DRAIN TILE IN GEOTEXTILE SOCK W/ SS RODENT SCREENS AT ENDS TO DAYLIGHT (TYP)

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

EROSION CONTROL, STRAW WATTLES, TYP

AutoCAD SHX Text

HAMMEL CREEK

AutoCAD SHX Text

PROPOSED STONE DITCH

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PROPOSED STONE DITCH

AutoCAD SHX Text

PROPOSED TREE REMOVAL & GRUBBING, TYP

AutoCAD SHX Text

PROPOSED TREE REMOVAL & GRUBBING, TYP

AutoCAD SHX Text

PROPOSED TREE REMOVAL & GRUBBING, TYP

AutoCAD SHX Text

PROPOSED TREE REMOVAL & GRUBBING, TYP

AutoCAD SHX Text

EXISTING TREE LINE

AutoCAD SHX Text

EXISTING TRAIL TO BE ABANDONED

AutoCAD SHX Text

TRAIL P.O.E. STA: 7+81.42 ELEV: 992.25'

AutoCAD SHX Text E8

AutoCAD SHX Text E9

AutoCAD SHX Text E8

AutoCAD SHX Text E9

AutoCAD SHX Text

3'X3' STONE BASIN (TYP)

AutoCAD SHX Text

23 LFT ES41

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11 LFT ES41

AutoCAD SHX Text

27 LFT ES41

AutoCAD SHX Text

EXISTING ROCK

AutoCAD SHX Text E9

Houghton-Douglass Falls

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CIVIL

DETAILS

C501

0% R

W S

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H O

U G

D O

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F A

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A1 PAVEMENT DETAIL - ENTRY DRIVE A5 HANDICAP PARKING SIGN W/ BOLLARD

B1 LIGHT BROOM FINISH

C1 CONTROL JOINT

D1 CONCRETE WALK DETAIL D3 TRAIL TYPICAL DETAIL

D2 CONCRETE PAD DETAIL

C5 GRAVEL DRIVE DETAIL (NIC)

D5 TYPICAL PARKING STRIPING DETAIL

A3 ACCESS SIGN DETAIL

CONCRETE WALK

COMPACTED GRANULAR

FILL (MDOT CLASS II)

COMPACTED SUBGRADE

CONCRETE PAVEMENT

COMPACTED GRANULAR

FILL (MDOT CLASS II)

1/4" TOOLED CONTROL JOINT, THEN

SAW JOINT TO 1/4 PAVEMENT DEPTH

LIGHT BROOM FINISH, SEE

DETAIL B1, THIS SHEET

1/4" RADIUS TYP.

CONTROL JOINT,

SEE DETAIL C1,

THIS SHEET

LIGHT BROOM FINISH

PERPENDICULAR TO

WALK DIRECTION

COMPACTED SUBGRADE

OR FILL (TYPE S1/S2)

LIGHT BROOM FINISH, SEE

DETAIL B1, THIS SHEET

CONTROL JOINT

SEE DETAIL C1,

THIS SHEET

6" x 6" - 10/10 WELDED WIRE

HMA APPLICATION TABLE

IDENT. NO. ITEM RATE PER yd2 REMARKS

PERFORMANCE

GRADE

ADA SYMBOL,

BLUE BACKGROUND,

WHITE SYMBOL, TYP.

A4 STONE DITCH WITH CHECK DAMS

AutoCAD SHX Text 42"

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

VARIES (74"±)

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 6D

AutoCAD SHX Text 5"

AutoCAD SHX Text 18"

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 0.75"

AutoCAD SHX Text

7A ARROW

AutoCAD SHX Text

VARIES (74"±)

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

7A ARROW

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 6D

AutoCAD SHX Text 5"

AutoCAD SHX Text 18"

AutoCAD SHX Text 6.5"

AutoCAD SHX Text 42"

AutoCAD SHX Text 0.75"

AutoCAD SHX Text RECREATION AREA DIRECTION SIGN: D7-1c (40 MPH OR MORE)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOTE: 1. CONTROL JOINT SPACING @ 5'-0" O.C.CONTROL JOINT SPACING @ 5'-0" O.C.

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text

HMA, 5EL

AutoCAD SHX Text

BASE COURSE

AutoCAD SHX Text 165#

AutoCAD SHX Text 58-34

AutoCAD SHX Text

HMA BOND COAT

AutoCAD SHX Text

0.1 GAL/SYD

AutoCAD SHX Text

FOR INFO ONLY

AutoCAD SHX Text

HMA, 4EL

AutoCAD SHX Text

TOP COURSE (AWI=220)

AutoCAD SHX Text 165#

AutoCAD SHX Text 58-34

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL EMBANKMENT MATERIAL (TYPE A6) AND COMPACT PER SPECS (NIC)

AutoCAD SHX Text

COMPACTED AGGREGATE BASE (MDOT 22A) (NIC)

AutoCAD SHX Text

COMPACTED GRANULAR FILL (MDOT CLASS II) (NIC)

AutoCAD SHX Text

EXISTING BASE OR COMPACTED EMBANKMENT MATERIAL (TYPE A6) (NIC)

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text

ACCESSIBLE PARKING STALL

AutoCAD SHX Text 9'

AutoCAD SHX Text

20' MIN.

AutoCAD SHX Text 4"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

STANDARD PARKING STALL

AutoCAD SHX Text 9'

AutoCAD SHX Text

ACCESSIBLE PARKING STALL

AutoCAD SHX Text

8' MIN.

AutoCAD SHX Text 9'

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text O.C.

AutoCAD SHX Text 4"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

BLUE PAINTED PARKING STRIPE, TYP.

AutoCAD SHX Text

EDGE OF CONCRETE SIDEWALK

AutoCAD SHX Text

BLUE PAINTED PARKING STRIPE, TYP.

AutoCAD SHX Text

12" MDOT CLASS II GRANULAR SUBBASE, C.I.P (NIC)

AutoCAD SHX Text

EXISTING BASE OR MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P. (NIC)

AutoCAD SHX Text

8" CONCRETE PAVING W/ 6X6 WWF

AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL BORROW MATERIAL, GRADE AND COMPACT , GRADE AND COMPACT PER SPECS. (NIC)

AutoCAD SHX Text <2%

AutoCAD SHX Text

6" MDOT 22A (TYPE A2) SURFACE COURSE, C.I.P. NIC

AutoCAD SHX Text

EXISTING BASE OR MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P. NIC

AutoCAD SHX Text 3.0'

AutoCAD SHX Text 6.0''

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

AutoCAD SHX Text SLOPE RESTORATION, TYPE B (4" TOPSOIL OR SALVAGED SOIL, SEED, MULCH, FERTILIZER) (TYP.)

AutoCAD SHX Text

EMBANKMENT, CIP

AutoCAD SHX Text

7'-0" MIN.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text PROVIDE (1) SIGN FOR EACH HANDICAP STALL. SIGNS SHALL MEET THE STATE OF MICHIGAN AND ADA REQUIREMENTS

AutoCAD SHX Text

VAN

AutoCAD SHX Text

WELDED WATERPROOF CAP

AutoCAD SHX Text

DESIGNATED VAN ACCESSIBLE

AutoCAD SHX Text 2"x2"x0.188" TUBE, PRIMED BROWN

AutoCAD SHX Text

3" PVC SLEEVE

AutoCAD SHX Text

GREEN REFLECTIVE LETTERS

AutoCAD SHX Text

WHITE REFLECTIVE SYMBOL WITH BLUE REFLECTIVE BACKGROUND

AutoCAD SHX Text

0.064 ALUMINUM

AutoCAD SHX Text

WHITE BACKGROUND (PRIME AND TWO COATS OF SEMI GLOSS ENAMEL)

AutoCAD SHX Text

NOTE: PRIOR TO PAINT, VERIFY PRIOR TO PAINT, VERIFY COLOR WITH ENGINEER

AutoCAD SHX Text

CONCRETE SURROUND, AROUND PIPE COLUMN

AutoCAD SHX Text 10'± WIDE x 8' HIGH TREE REMOVAL + GRUBBING LIMITS MAINTAIN LARGE TREES (>10" ). ENGINEER TO MARK ALL TREES GREATER THAN 3" TO BE REMOVED

AutoCAD SHX Text SIGN NOTES: 1. INSTALL SIGNS PER MDOT STANDARD HIGHWAY FONT GUIDE SIGNS INSTALL SIGNS PER MDOT STANDARD HIGHWAY FONT GUIDE SIGNS FOR LOCAL AGENCY USE. 2. INSTALL CONCRETE FOUNDATIONS AND WOOD POSTS PER MDOT INSTALL CONCRETE FOUNDATIONS AND WOOD POSTS PER MDOT STANDARD DETAIL SIGN-201-B.

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

ADA TRAIL AGGREGATE SURFACE COURSE, 6" DEPTH, CIP

AutoCAD SHX Text

STRAW WATTLES PER PLANS (TYP)

AutoCAD SHX Text

NOTE: ROCK REMOVAL SHALL BE PAID AS A UNIT PRICE AND AS DIRECTED BY THE ENGINEER

AutoCAD SHX Text

%%UCROSS SECTION

AutoCAD SHX Text

%%UPROFILE

AutoCAD SHX Text

%%UPROFILE

AutoCAD SHX Text

1:2 OR FLATTER

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

NOTE: BASE WIDTH SHOULD BE AT LEAST 2X THE HEIGHT

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

BOTTOM OF CHANNEL

AutoCAD SHX Text

SUBEXCAVATE BELOW FLOWLINE

AutoCAD SHX Text

4" TO 8" STONE

AutoCAD SHX Text

1' THICK LAYER 3/4" TO 1-1/2" CRUSHED AGGREGATE (WASHED)

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

8' ON-CENTER (1 CHECK DAM MINIMUM)

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CENTER DEPRESSED

AutoCAD SHX Text

4"-8" ROCK

AutoCAD SHX Text X

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text 2X

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

8" OF 4"-8" CRUSHED ROCK, CLEAN

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

(4) #4 x 24" BARS, EPOXY 6" INTO SOLID ROCK

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text

CRUSHED ROCK BOTTOM 4"-8"

AutoCAD SHX Text

CHECK DAM 4"-8" STONE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text 12"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'x3' BASIN AT END OF DITCH

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

WHITE PARKING STRIPE (ALTERNATE 1)

AutoCAD SHX Text

34" CHAMFER

CONTRACTOR TO COMPACT GRAVEL PRIOR TO PAVING

BOLT LOCATION DETAIL

(NO SCALE)

T N

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BRIDGE

AND KIOSK

S100

0% R

W S

/2 4/

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A1 ABUTMENT ELEVATION

D3 SECTION THROUGH SOUTH ABUTMENT

B1 ABUTMENT PLAN (TOP)

D5 SECTION THROUGH NORTH ABUTMENT

A3 ELASTOMERIC PADS

D1 KIOSK FOUNDATION DETAIL

B3 KIOSK FRAMING PLAN

B5 KIOSK SIDE ELEVATION

A5 KIOSK FOUNDATION PLAN

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text 7'

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 1'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text

16" (MAX. SPACING)

AutoCAD SHX Text 1'

AutoCAD SHX Text 7'

AutoCAD SHX Text 1'

AutoCAD SHX Text 7"

AutoCAD SHX Text 5"

AutoCAD SHX Text

BENCH

AutoCAD SHX Text 5'

AutoCAD SHX Text

EXISTING ROCK

AutoCAD SHX Text

34" CHAMFER AT TOP (TYP)

AutoCAD SHX Text 3-1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 7"

AutoCAD SHX Text

#6 BAR

AutoCAD SHX Text

#6 BARS @ 18" O.C., EPOXY 8" INTO ROCK MIN.

AutoCAD SHX Text

EX. ROCK

AutoCAD SHX Text 5"

AutoCAD SHX Text 7"

AutoCAD SHX Text 2"

AutoCAD SHX Text

CHIP ROCK TO PROVIDE FLAT SURFACE

AutoCAD SHX Text 1'-9 "12"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 4" PERF HDPE DRAIN TILE IN GEOTEXTILE SOCK. DRAIN TO DAYLIGHT W/ SS RODENT SCREENS @ ENDS (9 GA WIRE MESH

AutoCAD SHX Text

1-1/2" THICK FIBERGLASS GRATING

AutoCAD SHX Text

TOP OF CONCRETE EL. = 993.06'

AutoCAD SHX Text

CLASS II MDOT BACKFILL

AutoCAD SHX Text

SEE DETAIL BELOW RIGHT

AutoCAD SHX Text

FIBERGLASS BRIDGE

AutoCAD SHX Text 6"x10" FIBERGLASS BASE PLATE PER BRIDGE SUPPLIER

AutoCAD SHX…

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