ARCH D 24" x 36" MICHIGAN DEPT. OF NATURAL RESOURCES PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____ REEDSBURG DAM REPAIRS

Checked: ENTERPRISE TOWNSHIP, MICHIGAN CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL FILE No. 751/15091.JAG CONSULTANT AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL INDEX No. 86770 www.aecom.com Project Management Initials:

REGISTRATION

HIGGINS LAKE SHEET INDEX N G-01 TITLE & INDEX SHEET G-02 LEGENDS & GENERAL NOTES G-03 SITE LOCATION & ACCESS C-00 TOPOGRAPHIC SURVEY C-01 SITE REMOVAL PLAN C-02 ALIGNMENT & GRADING PLAN 1 ISSUE/REVISION PROJECT MISSAUKEE COUNTY ROSCOMMON COUNTY C-03 ALIGNMENT & GRADING PLAN 2 C-04 CROSS SECTIONS LOCATION C-05 CROSS SECTIONS C-06 SOIL EROSION & SEDIMENT CONTROL PLAN 2018-05-14 BID SET C-07 CIVIL DETAILS 2018-04-23 100% SUBMITTAL 2018-03-11 JOINT PERMIT APPLICATION C-08 SOIL EROSION & SEDIMENT CONTROL DETAILS 2018-03-02 50% SUBMITTAL 75 S-01 STRUCTURAL SITE PLAN I/R DATE DESCRIPTION

2018-05-10 S-02 STRUCTURAL DEMOLITION SECTIONS SITE FILE NUMBER HOUGHTON LAKE S-03 WALKWAY ELEVATION AND PLAN 751/15091.JAG S-04 SECTIONS & DETAILS INDEX NUMBER S-05 SECTIONS & DETAILS ) Last Plotted: S-06 STOP LOG DETAILS 86770 S-07 CONCRETE PATCHING REPAIRS PROJECT NUMBER 2018-05-10 ( MUSKEGON RIVER S-08 FISH LADDER REPAIR 60517152 S-09 STAIR DETAILS SHEET TITLE TITLE & INDEX SHEET CHRIS.WARREN

0 1 2 G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\G-SHEET-TITLE.DWG LOCATION MAP Miles SHEET NUMBER Last saved by: Filename: G-01 SITE TOPOGRAPHIC LEGEND PROPOSED SITE LAYOUT LEGEND PROPOSED SITE UTILITIES LEGEND GENERAL NOTES ARCH D 24" x 36" PROJECT 1. ALL EXISTING UTILITIES ARE SHOWN AS APPROXIMATE. FIELD VERIFICATION OF ACTUAL LOCATION AND ELEVATIONS SHALL BE PERFORMED BY THE REEDSBURG DAM _____ CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. THE COST TO REPAIR DAMAGE TO ANY UTILITIES KNOWN OR OTHERWISE SHALL BE BORNE SOLELY BY REPAIRS THE CONTRACTOR. ACCEPTANCE AND APPROVAL OF SAID REPAIRS SHALL BE Approved: PER THE OWNER OF THE DAMAGED UTILITY. PART OF SECTION 25, T23N-R5W 2. FOR PROTECTION OF UTILITIES, THE CONTRACTOR SHALL CONTACT MISS DIG ENTERPRISE TWP., MISSAUKE CO. AT 1-800-482-7171 OR 811 A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO MICHIGAN _____ CONSTRUCTION. 3. ALL CONSTRUCTION WORK, INCLUDING STAGING AND STORAGE AREAS SHALL

Checked: BE ENTIRELY WITHIN THE CONSTRUCTION LIMITS AND CONTRACTOR STAGING CLIENT AREA SHOWN ON SHEET G-03. 4. PRIOR TO CONSTRUCTION COMPLETION AND FINAL PAYMENT, ALL JOB SITES, MICHIGAN DEPT. OF _____ ACCESS ROUTES AND ENTRANCE/EXIT POINTS TO PUBLIC RIGHTS-OF-WAY SHALL BE REPAIRED, RESTORED AND OR REPLACED AS NECESSARY TO AN “AS NATURAL RESOURCES GOOD OR BETTER” CONDITION THAN FIRST EXISTING AT THE START OF THE 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 PROJECT. CONSTRUCTION CONTRACTOR SHALL FURNISH BOTH “BEFORE” AND 231.775.9727 TEL “AFTER” VIDEO RECORDINGS OF WORK AREAS, ACCESS ROUTES AND ENTRANCE/EXIT POINTS TO THE SITE PRIOR TO COMMENCING WORK AND WITHIN FIVE (5) CALENDAR DAYS FOLLOWING COMPLETION OF THE WORK. CONSULTANT 5. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH 4" TOPSOIL, SEED, AECOM AND MULCH. 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 6. QUANTITIES SHOWN ON THE PLANS AND IN THE SPECIFICATIONS ARE 616.574.8500 TEL APPROXIMATE. CONTRACTORS SHALL VERIFY OWN QUANTITIES. www.aecom.com 7. THE COORDINATES SHOWN ON THESE PLANS ARE BASED ON NORTH AMERICAN Project Management Initials: DATUM OF 1983. 8. THE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. 9. CONTROL OF WATER LEVEL WITHIN THE RESERVOIR NECESSARY TO COMPLETE THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR LOWERING RESERVOIR WATER LEVEL IN COORDINATION WITH MDNR. 10. ANY NEW SEEPAGE AREAS IDENTIFIED DURING THE COURSE OF THE WORK W MUST BE PROMPTLY REPORTED TO THE PROJECT ENGINEER AND CONTRACTOR MUST COORDINATE ANY SEEPAGE RELATED REPAIRS WITH THE PROJECT FP ENGINEER. 11. CONTRACTOR SHALL AVOID DISTURBING, STOCKPILING MATERIALS, OR OPERATING EQUIPMENT IN WETLAND AREAS. 12. TURBIDITY CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL PERMITS

SOIL EROSION LEGEND

ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING.

MISCELLANEOUS REGISTRATION

1 CIVIL ABBREVIATIONS BTM. BOTTOM CB STORM CATCH BASIN C & G CURB & GUTTER CL CENTER LINE C.O. CLEAN OUT CONC. CONCRETE C.P. CONTROL POINT WITH NUMBER C.Y. CUBIC YARDS DIA. DIAMETER E EASTING ELEC. ELECTRICAL ELEV./EL. ELEVATION EX./EXIST. EXISTING F.F.E. FINISH FLOOR ELEVATION ISSUE/REVISION FRP FIBER REINFORCED PIPE UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR FT. FOOT TAKEN FROM EXISTING RECORD/DESIGN DRAWINGS & GAL. GALLON ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL HYD. HYDRANT EXERCISE CAUTION & FIELD VERIFY REQUIRED INV INVERT I.E./INV. INVERT ELEVATION LOCATIONS ELEVATIONS AND DIMENSIONS PRIOR TO LB STORM LEACH BASIN 2018-05-14 BID SET EXCAVATION & CONSTRUCTION. LF LINER FOOT MECH. MECHANICAL 2018-04-23 100% SUBMITTAL MH MANHOLE (ANY UTILITY) 2018-03-11 JOINT PERMIT APPLICATION N NORTHING 2018-03-02 50% SUBMITTAL PP POWER POLE PR./PROP. PROPOSED I/R DATE DESCRIPTION PVC POLYVINYL CHLORIDE 2018-05-10 PVMT. PAVEMENT FILE NUMBER P.O.B POINT OF BEGINNING RCP REINFORCED CONCRETE PIPE S.B. SOIL BORING 751/15091.JAG SN SANITARY SYSTEM S.S. STAINLESS STEEL INDEX NUMBER STM STORM SYSTEM ) Last Plotted: S.Y. SQUARE YARDS 86770 T.P. TOP OF PIPE TYP. TYPICAL PROJECT NUMBER Y.D. STORM YARD DRAIN 2018-05-09 ( W/L WATER LINE 60517152 WM WATER MAIN SHEET TITLE

R LEGENDS & GENERAL NOTES CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\G-SHEET-INDEX.DWG Know what's below. SHEET NUMBER Callbefore you dig. Last saved by: Filename: G-02 ARCH D 24" x 36" N E. GAUKEL ROAD PROJECT REEDSBURG DAM _____ 1 NOTES: REPAIRS

Approved: 1 NEW GATE TO BE INSTALLED AT ENTRANCE TO CONTRACTOR ACCESS ROUTE. SEE DETAIL G1, SHEET C-07. PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. 2 EXISTING FOREST ROAD ACCESS ROUTE. TREES MAY BE CUT MICHIGAN _____ BUT NO GRUBBING OF STUMPS ALLOWED OUTSIDE OF STAGING AREA BOUNDARY. TREES MUST BE LEFT ON SITE. ACCESS ROAD MUST BE LEFT IN EQUAL OR BETTER CONDITION UPON

Checked: COMPLETION OF CONTRACT. CLIENT

3 BOUNDARY OF AREA SUITABLE FOR STAGING, MATERIAL STOCKPILING, AND DISPOSAL OF EXCAVATED SITE SOILS. MICHIGAN DEPT. OF _____ FELLED TREES SHOULD BE LEFT WITHIN THIS AREA. ANTICIPATED CONTRACTOR NATURAL RESOURCES CONTRACTOR SHALL PREPARE MAXIMUM 2 ACRES OUT OF ACCESS ROUTE APPROXIMATELY 20 ACRE AREA SHOWN FOR STAGING AREA. 8015 MACKINAW TRAIL

Designer: BOUNDARIES OF SUITABLE AREA TO BE DELINEATED IN THE CADILLAC, MI 49601

FIELD BY MDNR. 231.775.9727 TEL E-W LINE SECTION 25 SECTION LINE E-W 4 ACCEPTABLE STAGING AND MATERIAL STORAGE AREA IN CONSULTANT EXISTING PARKING LOT. RESTORE TO ORIGINAL CONDITION UPON COMPLETION AECOM 3950 SPARKS DRIVE SE 5 CONTRACTOR PERMITTED TO PLACE TEMPORARY TIMBER GRAND RAPIDS, MI 49546 WORKING MATS ALONG NORTH SIDE OF RIVER AS NEEDED FOR 616.574.8500 TEL RIPRAP PLACEMENT. CONTRACTOR MAY DRIVE EQUIPMENT www.aecom.com ONTO DRY AND ROCKY AREAS OF RIVERBED. CONTRACTOR NOT ALLOWED TO DRIVE EQUIPMENT ACROSS RIVER. Project Management Initials:

PHOTO 1 - DOWN STREAM VIEW OF DAM

2

AQUA ROAD MISSAUKEE COUNTY MISSAUKEE DEAD STREAM COUNTY ROCSOMMON FLOODING

EMERGENCY SPILLWAY

PHOTO 2 - EARTHEN EMBANKMENT

REEDSBURG DAM PARK REGISTRATION

N-S LINE SECTION 25 SPINK ROAD

3 REEDSBURG DAM 4

1 ISSUE/REVISION FLOW PHOTO 3 - SPILLWAY CONSTRUCTION LIMITS FLOW 4 MUSKEGON5 RIVER

3 2018-05-14 BID SET 2018-04-23 100% SUBMITTAL

2018-03-11 JOINT PERMIT APPLICATION MUSKEGON ROAD MUSKEGON 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION BURGESS ROAD 2018-05-10 FILE NUMBER 2 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-05-10 ( ANTICIPATED CONTRACTOR 60517152 ACCESS ROUTE MYRTLE ROAD SHEET TITLE © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS SITE LOCATION & ACCESS 3+272±83675($02)'$0 CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\G-SHEET-SITELOC.DWG SHEET NUMBER Last saved by: Filename: G-03 N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com Project Management Initials:

1131

1135 DEAD STREAM

1125 1128 1129 FLOODING

1140 1135 1138 1130 SURVEY PERFORMED ON NOVEMBER 8 AND NOVEMBER 9, 2017 1130 RESERVOIR WATER ELEVATION ON NOVEMBER 8=1136.2'

1125

1128 RIP-RAP

1135 EARTHEN EMBANKMENT STEEL SHEET PILING 1130 1140 CONC. CAPPED SHEET PILING (TYP.) 1143 FLOW

1140 1127 1129

1128 1143 1135 WALKWAY 1140 WOOD RETAINING WALL RR TRACKS 1140 1140 1143 WOOD RETAINING WALL 1135 1143 1143 FENCE WOOD STAIRS CHAIN LINK W/ WOOD POSTS 1135 1140 DAM STRUCTURE 1126 FISH LADDER 1130 WOOD RETAINING WALL 1135 1127

1126 1130 RIP-RAP 1128 REGISTRATION 1130 RIVER WATER ELEVATION 1130 ON NOVEMBER 8=1129.0' 1129 WOOD RETAINING WALL

FLOW 1142 RIP-RAP

1130

1135

1140

RIP-RAP ISSUE/REVISION

MUSKEGON RIVER

1128 2018-05-14 BID SET 2018-04-23 100% SUBMITTAL

1142 RIP-RAP 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION

2018-05-10 FILE NUMBER 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-04-05 ( 60517152

SHEET TITLE TOPOGRAPHIC SURVEY CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEET-TOPO.DWG SHEET NUMBER Last saved by: Filename: C-00 N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com Project Management Initials:

1131

1135 DEAD STREAM

1125 1128 1129 FLOODING

1140 1135 1138 1130 SURVEY PERFORMED ON NOVEMBER 8 AND NOVEMBER 9, 2017 1130 RESERVOIR WATER ELEVATION ON NOVEMBER 8=1136.2' NO MATERIAL STOCKPILING, EQUIPMENT STOCKPILING,

NO VEHICLE OPERATION, MATERIAL STOCKPILING, OR 1125 OR OPERATION OF VEHICLES WITH GROUND PRESSURE EQUIPMENT STOCKPILING ALLOWED WITHIN 25 FEET MORE THAN 250 PSF ALLOWED WITHIN 25 FEET OF OF SHEETPILE WALL EXCEPT FOR VEHICLES NEEDED 1128 RIP-RAP SHEETPILE WALL. NO VEHICLES ALLOWED WITHIN 8 FEET FOR COMPACTION OF CLAY BLANKET. (WEST SIDE) OF SHEETPILE WALL (EAST SIDE) 1135 EARTHEN EMBANKMENT STEEL SHEET PILING 1130 1140 CONC. CAPPED SHEET PILING (TYP.)

1143 FLOW REMOVE EXISTING1129 WALKWAY, 1140 1127

HANDRAILS,1128 SUPER STRUCTURE, RAILS, 1143 1135 AND STOP LOGSWALKWAY AND GUIDES. SEE 1140 STRUCTURAL DRAWINGS FOR DETAIL. REMOVE WOOD RETAINING WALL RR TRACKS 1140 1140 REMOVE 1143 WOOD RETAINING WALL 25.0' 1135 1143 REMOVE 1143 FENCE WOOD STAIRS CHAIN LINK W/ WOOD POSTS 1135 1140 DAM STRUCTURE 1126 FISH LADDER 1130 WOOD RETAINING WALL 1135 1127

1126 1130 RIP-RAP 1128 1130 RIVER WATER ELEVATION 1130 ON NOVEMBER 8=1129.0' 1129 WOOD RETAINING WALL REGISTRATION

FLOW 1142 RIP-RAP

1130

1135

1140

RIP-RAP

MUSKEGON RIVER ISSUE/REVISION

1128

1142 2018-05-14 BID SET RIP-RAP 2018-04-23 100% SUBMITTAL 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION

2018-05-10 FILE NUMBER 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-05-09 ( 60517152

SHEET TITLE SITE REMOVAL PLAN CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEET-DEMO.DWG SHEET NUMBER Last saved by: Filename: C-01 N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com Project Management Initials:

1131

1135 1125 1128 1129

1140 1130

1135 SURVEY PERFORMED ON NOVEMBER 8 AND NOVEMBER 9, 2017 RIP-RAP ON CLAY BLANKET 1136 RESERVOIR WATER ELEVATION ON NOVEMBER 8=1136.2' SEE DETAILS, SHEETC-07 NWL ELEV. 1136.5 1125 1137 RIP-RAP VOLUME = 567 C.Y. 1138 1139 1140 1128 1141 0+00 1135 STEEL SHEET PILING 1142 EARTHEN EMBANKMENT 1130 1130 1143 1131 CONC. CAPPED SHEET PILING (TYP.) 1143 1132 1133 1134 1140 1135 STA 0+00.00 1+00 1136 1137 1135 1138 1143 15.0' DESIGN SPEED = 60 mi/h 1140 1139 1142 1140 1141 2+00 1142 1140 1143 1140 REGISTRATION 3+00 5+00 1143 1135 4+00 1143 1143 1135

1142 10.0' 1140

1130 1135 1135 1134 1133 NWL ELEV. 1130.3 1132 11311130 1129 11281127 1130 SEE CROSS SECTIONS, SHEET 1130 1130 ISSUE/REVISION 1129 REMOVE VEGETATION, REGRADE WOOD STAIRS AND PLACE 2' THICK RIP-RAP. EXISTING RIP-RAP MAY BE REUSED. VOLUME = 67 C.Y.

2018-05-14 BID SET 2018-04-23 100% SUBMITTAL 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION

2018-05-10 FILE NUMBER 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-05-10 ( 60517152

SHEET TITLE ALIGNMENT & GRADING PLAN 1 CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEETS-ALIGN-XSEC.DWG SHEET NUMBER Last saved by: Filename: C-02 N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com 1128 1129 Project Management Initials: 1138 1135

1130

NWL ELEV. 1136.5

1128 SCOUR HOLE FILL SEE CROSS SECTIONS, SHEETC-05 STEEL SHEET PILING 1140 CONC. CAPPED SHEET PILING (TYP.) FLOW 11351136 1137 1138

1141 1129 1127 1128 1143 15.0'

REMOVE VEGETATION, REGRADE AND PLACE 2' THICK RIP-RAP. EXISTING RIP-RAP MAY BE REUSED. VOLUME = 35 C.Y. 5+00 6+00 6+50

1143 FENCE CHAIN LINK W/ WOOD POSTS 10.0' 1126 DAM STRUCTURE FISH LADDER WOOD RETAINING WALL 1127 1135 1134 1133 NWL ELEV. 1130.3 11321131 1130 1126 REGISTRATION 1129 1128 1140 1127 1139 SCOUR HOLE FILL 1138 1137

SEE CROSS SECTIONS, SHEETC-05 1128 1136

1135 1134

RIVER WATER ELEVATION ON NOVEMBER 8=1129.0' 1133 REMOVE VEGETATION, REGRADE

1130 1132 1131

1130 AND PLACE 2' THICK RIP-RAP. 1129 REMOVE VEGETATION, REGRADE 1128 EXISTING RIP-RAP MAY BE REUSED. VOLUME = 217 C.Y. WOOD STAIRS AND PLACE 2' THICK RIP-RAP.

EXISTING RIP-RAP MAY BE REUSED. FLOW 1142 VOLUME = 67 C.Y. NWL ELEV. 1130.3

1130

1135

1140

ISSUE/REVISION

2018-05-14 BID SET 2018-04-23 100% SUBMITTAL RIP-RAP 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION

2018-05-10 FILE NUMBER 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-05-10 ( 60517152

SHEET TITLE ALIGNMENT & GRADING PLAN 2 CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEETS-ALIGN-XSEC.DWG SHEET NUMBER Last saved by: Filename: C-03 ARCH D 24" x 36" 1150 1150 1150 1150 1150 1150 PROJECT MDOT PLAIN RIPRAP MIN D=12" EXISTING GRADE REEDSBURG DAM _____ 3.6'

1.5' GEOTEXTILE FABRIC REPAIRS 1140 1140 1140 3 1140 1140 3 1140 1 1 Approved: NWL = 1136.5' NWL = 1136.5' NWL = 1136.5' PART OF SECTION 25, T23N-R5W CLAY BLANKET ENTERPRISE TWP., MISSAUKE CO. 22.5' (TYP.) 60.5' 2.5' (TYP.) MICHIGAN _____ DD = 1132.3' DD = 1132.3' 1130 1130 1130 1130 1130 1130

ESTIMATED REMNANTS OF EXISTING

Checked: 2-FT THICK CLAY BLANKET CLIENT MICHIGAN DEPT. OF

_____ 1120 1120 1120 1120 1120 1120 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 0+00.00 0+50.00 1+00.00 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com 1150 1150 1150 1150 1150 1150 Project Management Initials:

EL 1143' EL 1141.5' 1140 3 1140 1140 3 1140 1140 3 1140 1 1 1

NWL = 1136.5' NWL = 1136.5' EL 1135' NWL = 1136.5'

DD = 1132.3' DD = 1132.3' DD = 1132.3' 1130 1130 1130 1130 1130 1130

1120 1120 1120 1120 1120 1120 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1+50.00 2+00.00 2+50.00

1150 1150 1150 1150 1150 1150

1140 3 1140 1140 3 1140 1140 3 1140 1 1 1 REGISTRATION NWL = 1136.5' NWL = 1136.5' NWL = 1136.5'

DD = 1132.3' DD = 1132.3' DD = 1132.3' 1130 1130 1130 1130 1130 1130

1120 1120 1120 1120 1120 1120 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 3+00.00 3+50.00 4+00.00

ISSUE/REVISION

CLAY BLANKET EXCAVATION VOLUME 2018-05-14 BID SET 1150 1150 CUT AREA CUT VOLUME 2018-04-23 100% SUBMITTAL WOOD RETAINING WALL STATION (SF) (CY) CUMULATIVE VOLUME (CY) 2018-03-11 JOINT PERMIT APPLICATION 0+00 120.7 0 0.0 2018-03-02 50% SUBMITTAL SHEETPILE WALL 3 I/R DATE DESCRIPTION 1 0+50 51.1 159.1 159.1 1140 1140 1+00 52.3 95.7 254.8 2018-05-10 FILE NUMBER 1+50 50.4 95.1 349.9 NWL = 1136.5' 2+00 50.5 93.4 443.3 751/15091.JAG DD = 1132.3' 2+50 51.9 94.8 538.1 1130 1130 INDEX NUMBER

) Last Plotted: 3+00 52.3 96.5 634.6 86770 3+50 50.5 95.2 729.8 4+00 50.1 93.1 823.0 PROJECT NUMBER 2018-05-10 ( 1120 1120 4+50 40 83.4 906.4 60517152 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 NWL - NORMAL WATER LEVEL DD - RESERVOIR DRAW DOWN SHEET TITLE ELEVATION DURING CONSTRUCTION 4+50.00 CROSS SECTIONS CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEETS-ALIGN-XSEC.DWG SHEET NUMBER Last saved by: Filename: C-04 ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com NWL = 1136.5' NWL = 1136.5' NWL = 1136.5' Project Management Initials: DD = 1132.3' DD = 1132.3' DD = 1132.3'

SCOUR HOLES BELOW ELEV. 1127 AND WITHIN 10 FEET HORIZONTAL FROM APRON MUST BE FILLED WITH MDOT CLASS II STONE AND COVERED WITH A MINIMUM 12-INCHES OF MDOT PLAIN RIPRAP

-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50

REGISTRATION

1150 1150 1150 1150 1150 1150 1150 1150

NEW MDOT EL 1141.50' PLAIN RIPRAP 1140 1140 1140 3 1140 1140 2' THICK 1140 1140 EL 1140.50' 1140 1 NEW MDOT 2.5 PLAIN RIPRAP 2.5 EL 1135.00' 1 REMOVE VEGETATION AND 1 REMOVE VEGETATION AND EXCAVATE. EXISTING RIPRAP 2' THICK REGRADE. EXISTING RIPRAP MAY BE REUSED. MAY BE REUSED. 1130 1130 1130 1130 1130 1130 1130 1130 ISSUE/REVISION

1120 1120 1120 1120 1120 1120 1120 1120

-20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 -30 -20 -10 0 10 20 30 -50 -40 -30 -20 -10 0 10 2018-05-14 BID SET 2018-04-23 100% SUBMITTAL A-A B-B C-C D-D 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL I/R DATE DESCRIPTION

2018-05-10 FILE NUMBER 751/15091.JAG

INDEX NUMBER

) Last Plotted: 86770

PROJECT NUMBER 2018-05-10 ( 60517152 NWL - NORMAL WATER LEVEL DD - RESERVOIR DRAW DOWN SHEET TITLE ELEVATION DURING CONSTRUCTION CROSS SECTIONS CHRIS.WARREN G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEETS-ALIGN-XSEC.DWG SHEET NUMBER Last saved by: Filename: C-05 N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com Project Management Initials:

1131

1135 DEAD STREAM TURBIDITY CURTAIN

SEE DETAILS SE1 & SE2 SHEETC-08 1125 1128 1129 FLOODING TURBIDITY CURTAIN SEE DETAILS SE1 & SE2 SHEETC-08

1140 1135 1138 1130 SURVEY PERFORMED ON NOVEMBER 8 AND NOVEMBER 9, 2017 1130 RESERVOIR WATER ELEVATION ON NOVEMBER 8=1136.2'

1125

1128 RIP-RAP

1135 EARTHEN EMBANKMENT STEEL SHEET PILING 1130 1140 CONC. CAPPED SHEET PILING (TYP.) 1143 FLOW

1140 1127 1129

1128 1143 1135 WALKWAY 1140 WOOD RETAINING WALL RR TRACKS 1140 1140 1143 WOOD RETAINING WALL 1135 1143 1143 FENCE WOOD STAIRS CHAIN LINK W/ WOOD POSTS 1135 1140 DAM STRUCTURE 1126 FISH LADDER 1130 WOOD RETAINING WALL 1135 1127

1126 1130 RIP-RAP 1128 1130 RIVER WATER ELEVATION 1130 ON NOVEMBER 8=1129.0' 1129 REGISTRATION SILT FENCE WOOD RETAINING WALL

SEE DETAILS SE26 SHEETC-08 FLOW 1142 RIP-RAP TURBIDITY CURTAIN SEE DETAILS SE1 & SE2 SHEETC-08

DURING CONTRACT DURATION, CONTRACTOR 1130 SHALL BE RESPONSIBLE FOR MAINTENANCE 1135 1140 MOWING OF SOUTH SIDE OF MAIN DIKE AREA

RIP-RAP

MUSKEGON RIVER ISSUE/REVISION

1128

1142 2018-05-14 BID SET RIP-RAP 2018-04-23 100% SUBMITTAL SOIL EROSION & SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE 2018-03-11 JOINT PERMIT APPLICATION 2018-03-02 50% SUBMITTAL

1. THE CONTRACTOR SHALL SUBMIT A DETAILED EROSION CONTROL PLAN AND 1. CONTRACTOR SHALL REMOVE ALL STOPLOGS TO DRAW DOWN RESERVOIR TO I/R DATE DESCRIPTION OBTAIN A SOIL EROSION & SEDIMENTATION CONTROL PERMIT PRIOR TO ANY APPROXIMATE ELEVATION1132.5 FT (+/- 0.5 FT). ADHERE TO ALLOWABLE DRAW DOWN 2018-05-10 EARTH CHANGES. RATE SPECIFIED IN MDEQ PERMIT. FILE NUMBER 2. CONSTRUCTION OPERATION SHALL BE SCHEDULED AND PERFORMED SO 2. IMPLEMENT TEMPORARY EROSION CONTROL MEASURES, SELECTIVE GRADING, THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR DIVERSIONS AS REQUIRED IN THE FIELD. 751/15091.JAG TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE 3. IMPROVE EXISTING ACCESS ROUTE ALONG WEST SIDE OF RESERVOIR. IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS. 4. EXCAVATE AND STOCKPILE OR DISPOSE OF SOIL IN ALLOWED ON-SITE LOCATIONS IN 3. BORROW AND FILL DISPOSAL AREAS WILL BE SELECTED AND APPROVED AT COORDINATION WITH MDNR. INDEX NUMBER

) Last Plotted: TIME OF PLAN REVIEW. 5. PERFORM PERIODIC MAINTENANCE OF AFFECTED EROSION CONTROL MEASURES 4. SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION THROUGHOUT THE DURATION OF THE PROJECT. 86770 EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION. 6. INSTALL CLAY BLANKET, INSTALL RIPRAP IN VARIOUS LOCATIONS, AND COMPLETE 5. CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL STRUCTURAL REPAIRS TO THE EXISTING SPILLWAY STRUCTURE. PROJECT NUMBER MEASURES ARE NOT DISTURBED. 7. INSTALL NEW STOPLOGS TO RAISE RESERVOIR ELEVATION . COORDINATION WILL BE 2018-05-10 ( 6. THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND REQUIRED WITH PROJECT ENGINEER AND MDNR TO IDENTIFY APPROPRIATE PROJECT 60517152 SEDIMENT CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY STAGE FOR INSTALLATION OF NEW STOPLOGS. THE CONTRACTOR WITHIN 24 HOURS. 8. PERFORM PERMANENT MEASURES, FINAL GRADING, SEEDING AND MULCHING. SHEET TITLE 7. TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OF PERMANENT SOIL EROSION & SEDIMENT CONTROL MEASURES. REMOVE TEMPORARY TIMBER WORKING MATS UPON CONTROL PLAN CHRIS.WARREN PLACEMENT OF RIPRAP. 8. ALL TEMPORARY SOIL EROSION CONTROL MEASURES MUST BE REMOVED

G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEET-SE.DWG FROM ROAD RIGHT-OF-WAY AREAS PRIOR TO ACCEPTANCE OF STREETS FOR ROUTINE MAINTENANCE. SHEET NUMBER 9. VEGETATION MUST BE ESTABLISHED PRIOR TO FINAL RELEASE OF THE CONSTRUCTION GUARANTEE. Last saved by: Filename: C-06 Last saved by: CHRIS.WARREN(2018-05-10) Last Plotted: 2018-05-10 Project Management Initials: Designer: _____ Checked:_____ Approved:_____ ARCH D 24" x 36" Filename: G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEET-DETAILS.DWG EL. 1135.0FT NON-WOVEN GEOTEXTILE COMPACTED CLAY EL. 1141.5FT RIPRAP BLANKET FILL. FEET DOWNSLOPEPASTTOEOFCLAY EXTEND GEOTEXTILEAMINIMUMOF3 SLOPE VARIESBELOWEL.1135.0FEET.

2'-0"

COMPACTED CLAY

2'-0" EL. 1143.0FT 1'-6"

RIPRAP 8" 1 2

ANCHOR TRENCH 2'-9" 6" 3'-0" NON-WOVEN GEOTEXTILE CLAY BLANKET 4" TOPSOIL 1 3 2'-0" 3'-0" EMBANKMENT FILL) (RECOMPACTED COMPACTED GRADINGFILL 8"

2'-0" INTO EXISTINGSOIL EXCAVATE MINIMUM1FT EXISTING GSE

3'-6" 8" 5" 2'-8" 5" 9"

6" 1'-6" EQ. 1. NOTES: 6. 5. 3. 2. 4. UNSCREWED FORUNAUTHORIZEDREMOVAL. POSTS SHALLBEINSTALLEDPLUMBANDCONCRETEPLACEDAROUNDTHEM. GATE HARDWARESHALLBEVANDALPROOFSUCHTHATBOLTSCANNOT CONTRACTOR SHALLSUPPLY2'LENGTHOFGALVANIZEDCOILCHAIN(1/4"THICK). GATE SECTIONSHALLNOTSAG. WELD ENDLINKTOOFGATE.LOCKBESUPPLIEDBYOWNER. ALL JOINTSSHALLBEWELDEDSOLID. ALL METALSHALLBEGALVANIZED,PRIMEDANDPAINTEDSAFETYYELLOW. EQ. G1 EQ. ACCESS GATE

10" 16' 4" 2" O.D.GALV.STL.CAP WEEP HOLES MDOT 22A FINISH GRADE 3,500 PSICONCRETEFOOTING STEEL POSTW/GALV.CAP ARE 2"O.D.GALV.STEELPIPE ALL SWINGGATEMEMBERS(NOTINCLUDINGPOSTS) WELD ALLJOINTS 4"x2" PRESSEDSTEELHINGE 4" O.DSCH.40GALVANIZED NATURAL RESOURCES REPAIRS REEDSBURG DAM MICHIGAN DEPT.OF ENTERPRISE TWP.,MISSAUKECO. C-07 CIVIL DETAILS MICHIGAN PART OFSECTION25,T23N-R5W GRAND RAPIDS,MI49546 3950 SPARKSDRIVESE CADILLAC, MI49601 616.574.8500 TEL 231.775.9727 TEL 8015 MACKINAWTRAIL SHEET NUMBER SHEET TITLE 60517152 PROJECT NUMBER 86770 INDEX NUMBER 751/15091.JAG FILE NUMBER ISSUE/REVISION REGISTRATION www.aecom.com AECOM CONSULTANT CLIENT PROJECT I/R 2018-03-02 2018-03-11 2018-04-23 2018-05-14 DATE DESCRIPTION 50% SUBMITTAL JOINT PERMITAPPLICATION 100% SUBMITTAL BID SET Last saved by: CHRIS.WARREN(2018-05-10) Last Plotted: 2018-05-10 Project Management Initials: Designer: _____ Checked:_____ Approved:_____ ARCH D 24" x 36" Filename: G:\GRANDRAPIDS\DCS\PROJECTS\60517152 - REEDSBURG DAM\900-CAD-GIS\910-CAD\20-SHEETS\C-SHEET-DETAILS.DWG

DEPTH ACCORDING TO NEED FOLDS FORCOMPACTSTORAGE NYLON REINFORCEDVINYL 18 OZ.300LB/IN.FABRIC STANDARD CONSTRUCTION ANCHOR PT. SE1 SE2 ANCHOR PT. SHORELINE LIMITS OF 1/4 IN.TIEROPE TURBIDITY CURTAIN TURBIDITY CURTAIN TYPICAL LAYOUT (BLOW-UP OFSHACKELCONNECTION) CURTAIN TURBIDITY ALL SEAMSHEATSEALED STAKE OR ANCHOR (TYP.) 100' TYP. FLOATATION INSPECTION ANDMAINTENANCE: 1. 1. 1. 3. SEDIMENT BARRIERS: 1. STABILIZED CONSTRUCTIONACCESS: 2. SILT FENCE: 2. 2. 3. 4. 2. TURBIDITY CURTAIN: IT HASREACHEDA1/3DEPTHOFTHEBARRIERHEIGHT. REPAIR ORREPLACEBARRIER(FABRIC,POSTS,BALES,ETC.)WHENDAMAGED. MINIMUM. DAILY DURINGPROLONGEDRAINFALL.OTHERWISE,INSPECTIONSHALLBEWEEKLY,ATA FOLLOWING ANYSIGNIFICANTRAINFALL(EQUALTOORGREATERTHAN0.5INCHES/24HR)AND FLOWING OFSEDIMENTONTOPAVEMENT.THISMAYREQUIREPERIODICTOPDRESSINGWITH FENCE. IF THEFENCEDRIFTSFROMITSINSTALLEDLOCATION ORBECOMESPARTIALLY SEDIMENT SHALLBEREMOVEDFROMTHEUPSTREAMFACEOFBARRIERWHEN SILT FENCEANDAUGMENTEDSHALLBEINSPECTEDREPAIREDIMMEDIATELY IF THECURTAINISORIENTEDINAMANNERTHATFACES THEPREVAILINGWINDS,FREQUENT REGULARLY REMOVEANYCOLLECTEDDEBRISTHATIMPEDES THEFUNCTIONOF CONTROLLED. CLEAN PAVEDORIMPERVIOUSSURFACES.ACCESSPOINTSTOTHEWORKAREASHALLBE CONVENTIONAL METHODS,APOWERBROOMORSTREETSWEEPERWILLBEREQUIREDTO SURFACES MUSTBEREMOVEDIMMEDIATELY. CLEANOUT OFANYMEASURESUSEDTOTRAPSEDIMENT.ALLSEDIMENTSPILLED,DROPPED, PREVENT DAMAGE TOTHECURTAIN. SUBMERGED, REPAIRSHOULDBEIMMEDIATELYUNDERTAKEN. THE ENTRANCESHALLBEMAINTAINEDINACONDITIONWHICHWILLPREVENTTRACKINGOR CHECKS OFTHEANCHORAGE SHALLBEMADE. WHERE ACCUMULATIONOFDUST/SEDIMENTISINADEQUATELYCLEANEDORREMOVEDBY WASHED, ORTRACKEDONTOROADWAYS(PUBLICPRIVATE)OTHERIMPERVIOUS ADDITIONAL STONEORLENGTHASCONDITIONSDEMANDANDREPAIRAND/OR THE TURBIDITYCURTAINSHALLBEINSPECTEDDAILYAND REPAIREDORREPLACEDIMMEDIATELY. WATER BODY. WHILE INSPECTING,LOOKFOR AREASWHERETURBIDWATERISESCAPINGINTO THE LARGER ANY FLOATINGCONSTRUCTION ORNATURALDEBRISSHALLBEIMMEDIATELYREMOVED TO SE26 GEOTEXTILE SILTFENCE SOIL EROSIONCONTROL NATURAL RESOURCES REPAIRS REEDSBURG DAM MICHIGAN DEPT.OF ENTERPRISE TWP.,MISSAUKECO. C-08 CONTROL DETAILS SOIL EROSION&SEDIMENT MICHIGAN PART OFSECTION25,T23N-R5W GRAND RAPIDS,MI49546 3950 SPARKSDRIVESE CADILLAC, MI49601 616.574.8500 TEL 231.775.9727 TEL 8015 MACKINAWTRAIL SHEET NUMBER SHEET TITLE 60517152 PROJECT NUMBER 86770 INDEX NUMBER 751/15091.JAG FILE NUMBER ISSUE/REVISION REGISTRATION www.aecom.com AECOM CONSULTANT CLIENT PROJECT I/R 2018-03-02 2018-03-11 2018-04-23 2018-05-14 DATE DESCRIPTION 50% SUBMITTAL JOINT PERMITAPPLICATION 100% SUBMITTAL BID SET N ARCH D 24" x 36" PROJECT REEDSBURG DAM _____ REPAIRS

1125 Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____ RIP-RAP 1128

Checked: CLIENT

FLOW MICHIGAN DEPT. OF

_____ STEEL SHEET PILING NATURAL RESOURCES 1140 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 CONC. CAPPED 231.775.9727 TEL SHEET PILING (TYP.) CONSULTANT

AECOM 3950 SPARKS DRIVE SE

1129 GRAND RAPIDS, MI 49546 616.574.8500 TEL

www.aecom.com 1127 1128 1143

Project Management Initials: WALKWAY REPLACEMENT SEE SHEET S-03 WOOD RETAINING WALL

FISH LADDER WOOD RETAINING WALL

FENCE CHAIN LINK 1143 W/ WOOD POSTS FENCE CHAIN LINK WOOD STAIRS W/ WOOD POSTS

DAM STRUCTURE 1126

A B S-02 S-02 WOOD RETAINING WALL

1127

1126 REGISTRATION

RIVER WATER ELEVATION ON RIP-RAP NOVEMBER 8=1129.0' 1128

1130

1129 WOOD RETAINING WALL WOOD STAIR REPLACEMENT

SEE SHEET S-09 1142 ISSUE/REVISION RIP-RAP FLOW REPLACE FENCE, SEE DETAIL ON SHEET S-09 MUSKEGON RIVER

05/14/2018 BID SET 04/23/2018 100% SUBMITTAL

1130 03/15/2018 REVIEW

1135 I/R DATE DESCRIPTION

1140 FILE NUMBER 751/15091.JAG 2018-05-14 INDEX NUMBER 86770

PROJECT NUMBER ) Last Plotted: 60517152

SHEET TITLE 2018-04-20 ( STRUCTURAL SITE PLAN PEPINS P:\60517152 REEDSBURG DAM (SPLINTER)\CAD\20-SHEETS\PAGE_SETUP_CIVIL.DWG SHEET NUMBER Last saved by: Filename: S-01 FOR NEW WALKWAY BRIDGE SEE SHEETS S-03 AND S0-4

ARCH D 24" x 36" ARCH D 24" CODES AND SPECIFICATIONS CONCRETE REPAIR NOTES REMOVE ENTIRE WALKWAY BRIDGE EXIST. HANDRAIL PROJECT 1. REPAIR CONCRETE SURFACE CRACKING AND SPALLING PER THESES NOTES AND PATCH REPAIR INLUDING HANDRAILS, CHAINLINK EXIST. HANDRAIL 1. MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2012 DETAILS ON SHEET S-07. FENCE, TIMBER BRIDGE DECK, EDITION. EXIST. HANDRAIL EXIST TIMBER DECK WALKWAY REEDSBURG DAM STEEL RAILS, AND HAND RAIL 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL SUPPORT 2. CONCRETE DEMOLITION SHALL BE PERFORMED BY SAW CUTTING AROUND THE REPAIR AREAS SUPPORTS ABOVE THE S6 AS BUILDINGS" (AISC-360-10). REPAIRS AND USING CHIPPING AND/OR HYDRO-DEMOLITION TECHNIQUES TO REMOVE MATERIAL TO SOUND INDICATED BY THE SECTION CUT 3. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" TOP BEAM (ACI 318-11). CONCRETE. LIMIT CHIPPING HAMMERS TO THE SMALLEST SIZE WHICH WILL REMOVE THE LOOSE MATERIAL TO AVOID CRACKING SOUND CONCRETE. EXISTING REINFORCING STEEL (IF EL. 1142.5± 4. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER PART OF SECTION 25, T23N-R5W STRUCTURES" ASCE 7-10. ENCOUNTERED) SHALL BE LEFT IN PLACE AND CLEANED FREE OF CORROSION. THE FINAL EXIST. S6 TO REMAIN ENTERPRISE TWP., MISSAUKE CO. SURFACE SHALL BE CLEANED WITH A 6,000 PSI WATER BLASTER TO ASSURE ALL LOOSE MATERIAL MICHIGAN GENERAL NOTES IS REMOVED. LEAVE 1/4 INCH PROFILE ON CLEANED SURFACE TO PROMOTE ADHESION OF NEW ALL EXIST STOPLOG CHANNELS CONCRETE. TO BE REMOVED AND RELACED 1. THESE PLANS ARE BASED ON FIELD OBSERVATIONS AND RECORD DRAWINGS. VERIFY ALL EXISTING EXIST. STEEL SUPERSTRUCTURE CONDITIONS, DIMENSIONS, AND ELEVATIONS AND REPORT DISCREPANCIES TO THE OWNER PRIOR TO 3. MATERIAL REQUIREMENTS: CLIENT TO REMAIN COMMENCING WORK. 2. CONTRACTOR SHALL SUBMIT ALL REQUIRED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION CEMENTITIOUS PATCHING MORTAR FOR REPAIRS LESS THAN 1 1/2 INCHES THICK SHALL BE MICHIGAN DEPT. OF ______OR DELIVERY OF MATERIALS TO THE SITE. . MASTEREMACO S 488CI OR APPROVED EQUAL. MIX AND APPLY PRODUCT IN ACCORDANCE WITH 3. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB THE MANUFACTURER'S RECOMMENDATIONS. NATURAL RESOURCES SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ENGINEER'S PRESENCE OR REVIEW OF 8015 MACKINAW TRAIL STOP LOG TOP CONC. CEMENTITIOUS CAST-IN-PLACE PATCHING CONCRETE FOR FORMED REPAIRS GREATER THAN 1 1/2 WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CADILLAC, MI 49601 EL. 1136.6± EL. 1136.4± CONSTRUCTION. INCHES THICK SHALL BE MASTEREMACO S 466CI OR APPROVED EQUAL. MIX AND APPLY PRODUCT 231.775.9727 TEL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REMOVE AND REPLACE 4. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING, ETC. OF BOTH EXIST. STOPLOGS EXISTING AND NEW CONSTRUCTION, AS WILL BE REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSULTANT CONSTRUCTION AND THE COMPLETE PROTECTION OF THE PUBLIC, WORKMEN AND PROPERTY. REINFORCING STEEL, ASTM A615, GRADE 60 AECOM ADHESIVE ANCHORING SYSTEM, HILTI HY-200 COUNTERFORT CONCRETE NOTES 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 1. ALL CONCRETE SHALL CONFORM TO CURRENT EDITION OF THE BUILDING CODE REQUIREMENTS FOR 4. DESIGN, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION 616.574.8500 TEL REINFORCED CONCRETE ACI 318-11. OF THE FOLLOWING STANDARDS: www.aecom.com 2. CONCRETE FOR FOOTINGS, PIERS, WALLS, BEAMS AND SLABS ON GRADE SHALL HAVE A MINIMUM ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE Project Management Initials:Project Management Designer: Checked: Approved: COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 3. SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED BEFORE CONCRETE SETS. CONCRETE ACI 305, HOT WEATHER CONCRETING SURFACE SHALL BE PREPARED BEFORE A NEW POUR AS SPECIFIED IN THE "ACI MANUAL OF CONCRETE ACI 306, COLD WEATHER CONCRETING INSPECTION" SP-2. ACI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES 4. CHAMFER ALL CORNERS 3/4" U.N.O. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE TOP CONC. 2012 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR EL. 1128.3± 5. ADHESIVE ANCHORING SYSTEM FOR DRILLED IN REBAR AND ANCHOR BOLTS SHALL BE HILTI HY-200 OR CONSTRUCTION. APPROVED EQUAL. 5. WET CURE EXPOSED PATCHING SURFACES FOR A MINIMUM OF 7 DAYS BY LEAVING FORMS IN STEEL REINFORCING PLACE, USING WATER-SATURATED ABSORPTIVE COVERS OR CURING COMPOUND COMPLYING WITH ASTM C309. 1. ALL REINFORCING STEEL SHALL CONFORM TO THE CURRENT ASTM SPECIFICATIONS A615 GRADE 60 6. PROVIDE ENCLOSURE AND HEAT PATCHING MATERIALS AND EXISTING CONCRETE TO AT LEAST 40 TIMBER PILING STEEL PILING UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. REINFORCEMENT DETAILS SHALL CONFORM TO THE MANUAL OF STANDARDS FOR DETAILING OF DEGREES FAHRENHEIT. MAINTAIN TEMPERATURES ABOVE 32 DEGREES FAHRENHEIT FOR AT CONCRETE REINFORCEMENT ACI 315. LEAST 7 DAYS FOR CONCRETE PATCH REPAIRS. STORE 1 EXTRA CYLINDER / GROUT CUBE ON 3. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISE SITE WITHIN THE ENCLOSURE IN ACCORDANCE WITH ACI 306. A TYPICAL DAM SECTION INDICATED ON THE DRAWINGS. 4. ALL BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. BARS SHALL BE RUN CONTINUOUSLY 7. CONCRETE TESTING, INCLUDING TEST CYLINDERS (FOR S66) / GROUT CUBES (FOR S88), SHALL BE S-01 SCALE:3/8" = 1'-0" AROUND CORNERS AND LAPPED IF NECESSARY. PERFORMED EACH DAY OF CONCRETE PLACEMENT. 5. ALL STEEL WELDED FABRIC SHALL CONFORM TO ASTM A185, WITH MINIMUM ULTIMATE TENSILE STRENGTH OF 70,000 PSI. 8. CONTAIN ALL DEBRIS FROM CONCRETE CHIPPING OPERATION AND DISPOSE OF CAPTURED 6. REBAR SPLICE LENGTH SHALL CONFORM TO THE LATEST EDITION OF BUILDING CODE REQUIREMENTS, DEBRIS OFFSITE AT AN APPROPRIATE FACILITY. FOR REINFORCED CONCRETE, ACI 318. 7. ALL REINFORCEMENT INCLUDING WELDED WIRE MESH IN SLABS ON GRADE SHALL BE SUPPORTED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR PLACING OF CONCRETE USING CHAIRS OR OTHER APPROVED METHOD. PROVIDE WELDED WIRE MESH IN FLAT SHEETS ONLY.

STRUCTURAL STEEL

1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING FOR NEW WALKWAY BRIDGE SEE SPECIFICATIONS: SHEETS S-03 AND S0-4 i. WIDE FLANGES, A.S.T.M. A992 ii. CHANNELS AND ANGLES, A.S.T.M. A36 REMOVE ENTIRE WALKWAY BRIDGE EXIST. HANDRAIL iii. STEEL PIPE, A.S.T.M. A53 GRADE B EXIST. HANDRAIL INLUDING HANDRAILS, CHAINLINK iv. PLATES AND BARS, A.S.T.M. A36 FENCE, TIMBER BRIDGE DECK, EXIST. HANDRAIL EXIST TIMBER DECK WALKWAY 2. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATION STEEL RAILS, AND HAND RAIL REGISTRATION SUPPORT FOR STRUCTURAL STEEL BUILDINGS. SUPPORTS ABOVE THE S6 AS 3. ANCHOR RODS SHALL CONFORM TO A.S.T.M. F1554. INDICATED BY THE SECTION CUT 4. HIGH STRENGTH BOLTS SHALL CONFORM TO A.S.T.M. A325. NON-HIGH STRENGTH BOLTS SHALL TOP BEAM CONFORM TO A.S.T.M. A307. WASHERS SHALL CONFORM TO A.S.T.M. F436 AND NUTS TO A.S.T.M. A583. EL. 1142.5± 5. GALVANIZING WHEN REQUIRED AS CALLED ON PLANS SHALL BE HOT-DIP GALVANIZNING IN EXIST. S6 TO REMAIN ACCORDANCE WITH A.S.T.M. A123 & A153. 6. CONTRACTOR SHALL SUBMIT, FOR REVIEW, STRUCTURAL STEEL SHOP DRAWINGS. 7. SURFACES TO RECEIVE PAINTING SHALL BE CLEANED AND PREPARED IN ACCORDANCE WITH SSPC SP-6. APPLY ONE COAT OF SHERWIN WILLIAMS MACROPOXY 646 EPOXY PLUS ONE COAT OF ACROLON 218 HS POLYURETANE OR APPROVED EQUAL COLOR BY OWNER. TOP CONC. REMOVE FISH LADDER WALL AND EL. 1138.4± WELDING PORTIONS OF INTERIOR BAFFLE WALLS ABOVE CUT LINE 1. WELDING OF STRUCTURAL STEEL SHALL CONFORM TO THE STRUCTURAL WELDING CODE AWS D1.1. ELECTRODES SHALL BE E70XX, LOW HYDROGEN. FISH LADDER STOP LOG 2. WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS NO LESS THAN THE MINIMUM SIZE EL. 1136.6± SPECIFIED BY AWS. ISSUE/REVISION 3. ALL WELDING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. REMOVE EXIST. STOPLOGS AND REPLACE WITH CONC GROUT SEE SECTION "A" ON S-08 1. FOR ANCHOR BOLTS AND DOWELS, USE EPOXY GROUT, SUCH AS MASTER BUILDERS, INC. MASTERFLOW 648 OR EQUAL. 2. GROUT SHALL BE INSTALLED FOLLOWING MANUFACTURER'S INSTRUCTIONS. 05/14/2018 BID SET 04/23/2018 100% SUBMITTAL WOOD NOTES 03/15/2018 REVIEW 1. ALL LUMBER SHALL HAVE A GRADE STAMP RECOGNIZED BY THE NATIONAL DESIGN SPECIFICATION FOR I/R DATE DESCRIPTION WOOD CONSTRUCTION. 2. LUMBER FOR FRAMING AND POSTS SHALL BE SOUTHERN PINE NO 2 OR BETTER WITH PRESERVATIVE FILE NUMBER CUT LINE TREATMENT. 2'-0" OPENING OPENING OPENING 3. TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA STANDARDS C2 AND C9. WATERBORNE TOP CONC. 751/15091.JAG PRESERVATIVE SHALL HAVE A RETENTION OF 0.40 LB/CFT (GROUND CONTACT) FOR FRAMING AND RAIL EL. 1128.3± POST MEMBERS. BURIED POSTS SHALL HAVE A RETENTION OF 0.60 LB/CFT (PERMANENT WOOD INDEX NUMBER FOUNDATIONS). 4. BOLTS FOR WOOD TO WOOD CONNECTIONS SHALL BE HOT DIP GALVANIZED ASTM A307. 86770

PROJECT NUMBER SEE S-07 FOR REPAIR OF FISH LADDER TIMBER PILING STEEL PILING 60517152

SHEET TITLE

EXIST. ROCK B DAM SECTION THRU FISH LADDER STRUCTURAL DEMOLITION FILL S-01 SCALE:3/8" = 1'-0" SECTIONS

SHEET NUMBER Last saved by: Last saved by: BRANDTD(2018-05-14) Plotted: Last 2018-05-14 Filename: (SPLINTER)\CAD\20-SHEETS\S2 SECT S9 STRS.DWG P:\60517152 REEDSBURG DAM S-02 ARCH D 24" x 36" ARCH D 24" PROJECT DAVIT CRANE BASE SEE DETAILS ON S-05 FOR ALL WALKWAY STRUCTURAL COMPONENTS, DECK, FENCE, RAILS AND POST SEE DETAILS ON SEE SHEET S-04 REEDSBURG DAM REPAIRS

PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN

CLIENT MICHIGAN DEPT. OF ______NATURAL RESOURCES 8015 MACKINAW TRAIL CADILLAC, MI 49601 231.775.9727 TEL STOP LOG CHANNEL (TYP.) CONC. COUNTERFORT (TYP.) CONSULTANT A S-04 AECOM FOR FISH LADDER 3950 SPARKS DRIVE SE REPAIR SEE SHEET S-08 GRAND RAPIDS, MI 49546 616.574.8500 TEL www.aecom.com SPILLWAY SPILLWAY Project Management Initials:Project Management Designer: Checked: Approved:

CONC. CURBING

A PLAN VIEW - SCALE:1/4"=1'-0"

4X6 TREATED POST MITER TOP CORNERS 1/2" FOR ALL WALKWAY STRUCTURAL COMPONENTS, DAVIT CRANE BASE SEE DETAILS ON S-05 TYPICAL ALL POST DECK, FENCE, RAILS AND POST SEE DETAILS ON SEE SHEET S-04 REGISTRATION 105'-0" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" TYPICAL SPAN 10'-6" 10'-6"

4'-0" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 2'-6" 4'-0" 4'-0" 4'-0"

3 1/2" TYP.

6" 1'-6"

3'-6" REPLACE STOP LOG ANGLES EXISTING STEEL FOR WALKWAY STRUCTURE SUPERSTRUCTURE 6" ISSUE/REVISION SEE SHEET S-04 N N 1'-3 1/2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" S-05 9'-0" S-05 9'-0" 9'-0" 9'-0" 9'-0"

05/14/2018 BID SET 04/23/2018 100% SUBMITTAL 03/15/2018 REVIEW I/R DATE DESCRIPTION

FILE NUMBER 751/15091.JAG

INDEX NUMBER 86770

REPLACE STOP LOGS AND STOP LOG SLOT ANGLES IN 5 BAYS REPLACE STOP LOGS WITH CONCRETE REPLACE STOP LOGS AND STOP LOG SLOT ANGLES IN 4 BAYS PROJECT NUMBER WALL, SEE SHEET S-08 A 60517152 S-04 SHEET TITLE WALKWAY ELEVATION AND PLAN B ELEVATION VIEW NEW WALKWAY - SCALE: 1/4"=1'-0"

SHEET NUMBER

Last saved by: Last saved by: BRANDTD(2018-05-14) Plotted: Last 2018-05-14 Filename: PLN ELV S4 SECT S5 DET S6 LOG DET.DWG REEDSBURG DAM (SPLINTER)\CAD\20-SHEETS\S3 P:\60517152 S-03 10'-6" TYPICAL SPAN NOTES: CHAIN LINK FENCE COMPONENTS TO BE IN COMPLIANCE WITH 4X6 TREATED POST SPECIFICATIONS SECTION 323113 EXCEPT AS NOTED ON PLANS AND MITER TOP CORNERS 1/2" ARCH D 24" x 36" ARCH D 24" DETAILS. ALL PIPE RAILINGS, CHAIN LINK FENCE MATERIALS CL PIER TYPICAL ALL POST CL PIER B AND CONNECTING HARDWARE TO BE BLACK PROJECT SPLICES FOR RAIL PIPES TO - OCCUR WITHIN WOOD POST 2'-6" 4'-0" 4'-0" 2'-6" REEDSBURG DAM

CHAIN LINK FENCE,GALVANIZED, 4'-0" 4X6 TREATED WOOD POST REPAIRS 9 GAGE CORE WIRE, MITER TOP CORNERS 1/2" 1 1/2" 2" MESH VINYL COATED, TYPICAL OF ALL POST CLASS 2b THERMALLY FUSED AND BONDED BLACK PART OF SECTION 25, T23N-R5W 1X5/8" TOP AND BOTTOM RAIL ENTERPRISE TWP., MISSAUKE CO. GALVANIZED AND PAINTED 3 1/2" TYP. MICHIGAN 3" 6 X 4 POST CLIENT

DRILL 3/16" PILOT HOLE MAX 1 5/8" O.D. PIPE RAIL HOT-DIP FOR EYEBOLT MICHIGAN DEPT. OF ______D GALVANIZED AFTER WELDING - AND PAINTED NATURAL RESOURCES 2 " x 3/8" EYEBOLT 8015 MACKINAW TRAIL 3 PER POST CADILLAC, MI 49601 3'-3" 231.775.9727 TEL 3/4" X 3/16" FLAT TENSION BAR 3'-6" 3'-0" CONSULTANT FOR STOP LOG LIFTING HOIST FIBERGRATE T1215 ISOFR AQUA GRATE DETAILS SEE SHEET S-06 AECOM OR APPROVED EQUAL 3950 SPARKS DRIVE SE 2" x 3/8" EYEBOLT GRAND RAPIDS, MI 49546 616.574.8500 TEL WIRE TIES 12" O.C. @ TOP www.aecom.com AND BOTTOM RAILS T/DECK EL. 1143.23

Project Management Initials:Project Management Designer: Checked: Approved: SEE SHEET S-05 FENCE C8X11.5 EL. 1142.44

1X5/8" TOP AND BOTTOM RAIL GALVANIZED AND PAINTED SEE DETAIL G SHEET S-05 D DETAIL SEE DETAIL F - SCALE: NO SCALE SHEET S-05

NEW L 3 1/2 X 3 X 3/8 EXISTING STEEL SUPERSTRUCTURE STOPLOG CHANNEL

EXIST. STEEL TOP CONC. SUPERSTRUCTURE EL. 1139.1± B DETAIL - SCALE: 1" = 1'-0"

4X6 TREATED WOOD POST

TOP CONC. REGISTRATION SALVAGE TOP CONCRETE STOP EL. 1136.4± LOG AND RETURN TO OWNER 10'-6" T/ STOPLOGS 1'-3" 4'-0" 4'-0" 1'-3" EL. 1135.9 1/4" 1/4"

(8) NEW 6X6 ROUGH SAWN STOPLOGS

C8x11.5

EXIST. COUNTERFORT

ISSUE/REVISION 4'-0" C8x11.5 C8x11.5 C8x11.5 CL PIER T/ WALL CL PIER EL. 1132.4± 05/14/2018 BID SET 04/23/2018 100% SUBMITTAL 03/15/2018 REVIEW I/R DATE DESCRIPTION

C8x11.5 FILE NUMBER 751/15091.JAG

INDEX NUMBER 86770 E S-05 PROJECT NUMBER 60517152

SHEET TITLE

TOP CONC. SECTIONS AND DETAILS EL. 1128.40±

A SECTION C TYPICAL WALKWAY SPAN FRAMING PLAN - S-03 SCALE: 1" = 1'-0" Scale: 1 1/12" = 1'-0" SHEET NUMBER Last saved by: Last saved by: BRANDTD(2018-05-14) Plotted: Last 2018-05-14 Filename: SECT S5 DET S6 LOG DET.DWG (SPLINTER)\CAD\20-SHEETS\S3 PLN ELV S4 P:\60517152 REEDSBURG DAM S-04 EXISTING S6x14.75 EXISTING S6x14.75 EXISTING S6x14.75 4 x 6 WOOD POST 8" 8" 8" EXISTING S6x14.75 FIBERGRATE T1215 3 1/2" 1/4" x 2 1/2" SQUARE ADA COMPLIANT ARCH D 24" x 36" ARCH D 24" 1 1/2" AQUA GRATE WASHER PROJECT 2 3/4" 5/8" BOLT 3" A307 REEDSBURG DAM

L 3 1/2 x 2 1/2 x 3/8 11" 11" L 3 1/2 x 2 1/2 x 3/8 REPAIRS 3/4"

L 3 1/2 x 2 1/2 x 3/8 4 1/2" FIELD DRILL PART OF SECTION 25, T23N-R5W EXISTING BEAM 3/16 ENTERPRISE TWP., MISSAUKE CO. FOR 5/8" BOLT MICHIGAN FIELD DRILL WITH TAPERED 1 3/4" 5 1/2" L 3 x 3 x 1/4 CLIP ANGLE WASHER EXISTING BEAM

1'-0" 1'-0" WITH (2) 5/8" BOLTS INTO FOR 5/8" BOLT NOTE: C8 DIAPHRAM WITH TAPERED USE 5/8" DRILL-IN ANCHOR BOLTS WITH CLIENT WASHER D 3'-6" D 6" EMBEDMENT TO ATTACH ANGLES TO S-05 S-05 CONCRETE AT ABUTMENTS MICHIGAN DEPT. OF ______E SECTION S-04 1-1/2" = 1'-0" NATURAL RESOURCES D SECTION 8015 MACKINAW TRAIL S-05 1-1/2" = 1'-0" CADILLAC, MI 49601 1'-0" 1'-0" 231.775.9727 TEL CL PIER 1/4" L 3 x 3 1/2 x 3/8 CONSULTANT 1/2" BOLTS 17" LONG 1/4"

1/2" X 4 X 9 1" GROUT 5" GALVANIZED AECOM PLATE 3950 SPARKS DRIVE SE 6" LONG SLOTTED GRAND RAPIDS, MI 49546 HOLE PARALLEL 616.574.8500 TEL

1'-0" www.aecom.com MODEL 5122M1 DAVIT CRANE TO C8 IN ANGLE 5" Project Management Initials:Project Management Designer: Checked: Approved: L 3 x 3 1/2 x 3/8 L 3 1/2 x 3 1/2 x 1/4

PAIR OF #3 BENT BAR PATCH NOTE: 5/8" BOLT WITH 6" ANCHORS PER DEEP PATCH USE 1/2" DRILL-IN ANCHOR BOLTS WITH TAPERED WASHER REPAIR, SEE DETAIL ON SHEET S-07 6" EMBEDMENT TO ATTACH CRANE BASE TO

1'-0" CONCRETE AT ABUTMENTS L 3 1/2 x 3 1/2 x 1/4 3" FIELD DRILL EXISTING BEAM 6" 5/8" BOLT WITH FOR 5/8" BOLT TAPERED WASHER WITH TAPERED MODEL 522 PEDESTAL BASE WASHER WITH ROTATE BEARINGS

10'-2" F DETAIL G DETAIL 1/4" x 1 1/2" x 8" BAR 12" PATCH WIDTH REF. S-04 1-1/2" = 1'-0" S-04 1-1/2" = 1'-0" 1/2" BOLT WITH WASHER 1'-0"

1'-2 1/2" REF 8" X 8" X 1/2" PLATE TOP OF PIER CL SHEET PILE N SECTION ABUTMENT WALL S-05 1-1/2" = 1'-0" HEIGHT EXTENSION BASE 106'-1" (TO BE FABRICATED) #3 STIRRUPS 3" STD PIPE TO OPPOSITE ABUTMENT AT EACH SHEET PILE 106'-1" CL SHEET PILE

1'-0" NOTE: APPROX. 19 5/8" OC TO OPPOSITE ABUTMENT ABUTMENT WALL HOT-DIP GALVANIZE SLOT ANGLE ASSEMBLY 3/16 AFTER WELDING. #3 CLOSED STIRRUPS 1'-7" 1'-7"

1'-5 1/2" AT EACH SHEET PILE 1/2" BOLT REMAINING FABRICATED STEEL TO BE PAINTED. APPROX. 19 5/8" OC W/ WASHER 3" B C M ALL BOLTS, ANCHOR BOLTS AND CONNECTION S-05 S-05 S-05 HARDWARE TO BE HOT-DIP GALVANIZED 1'-0" 5/8" ANCHOR BOLT WITH 8" X 8" X 1/2" PLATE

TAPERED WASHER 10" 1/2" GROUT

1'-6" 1'-6" REGISTRATION 3/16 5 1/2 1/4" x 1 1/2" x 11" BAR 1'-0"

#3 BAR (4) #5 BARS (4) #5 BARS BELOW BEAM SEAT 6" REF 6" REF

1'-0" EXISTING SHEET PILE EXISTING SHEET PILE 3" L DETAIL ISSUE/REVISION S-06 1-1/2" = 1'-0" H DETAIL J DETAIL S-07 1-1/2" = 1'-0" S-07 1-1/2" = 1'-0"

#3 STIRRUPS EXISTING PROPOSED CONDITION CONDITION EXISTING S6x14.75 AT EACH SHEET PILE WALKWAY DECK APPROX. 19 5/8" OC 05/14/2018 BID SET 04/23/2018 100% SUBMITTAL 1/2" BOLT WITH WASHER (TYP.) A STOP LOG SLOT ELEVATION 03/15/2018 REVIEW S-04 1-1/2" = 1'-0" I/R DATE DESCRIPTION C8 WALKWAY TYP 5/8" ANCHOR BOLT WITH 3/16 1 CHANNEL

3" STD PIPE 10" TAPERED WASHER FILE NUMBER CHIP EXISTING 8" 7" 4" MIN

EMBED 1/2" GROUT CONCRETE 5 1/2" 751/15091.JAG 3/4"

3 1/2" INDEX NUMBER

3 1/2" REF 86770

3/16 5 1/2 PROJECT NUMBER 1/2" DRILL-IN ANCHOR 7" CUT EXISTING 2" PATCH GALVANIZED 8" NOTE: 60517152 ANCHOR BAR SAW CUT CONCRETE 8" 3/4" 1'-0" 4'-1" 1'-0" STOP LOG SLOT ANGLES 1/2" DEEP REMOVE EXISTING NEW 3 1/2 x 3 x 3/8 NOT SHOW FOR CLARITY SHEET TITLE AT EDGES #3 BAR 3 1/2 x 3 x 3/8 ANGLES ANGLES (4) #5 BARS BELOW SECTIONS AND DETAILS BEAM SEAT B SECTION C SECTION M SECTION S-05 S-05 1-1/2" = 1'-0" S-05 1-1/2" = 1'-0" 1-1/2" = 1'-0" K DETAIL S-07 1-1/2" = 1'-0" SHEET NUMBER

Last saved by: Last saved by: BRANDTD(2018-05-14) Plotted: Last 2018-05-14 Filename: PLN ELV S4 SECT S5 DET S6 LOG DET.DWG REEDSBURG DAM (SPLINTER)\CAD\20-SHEETS\S3 P:\60517152 S-05 B A MODEL 5122M1 DAVIT CRANE - - MODEL 5122M1 DAVIT CRANE

ARCH D 24" x 36" MODEL 5122M1 DAVIT CRANE, PAINTED FINISH WITH SPUR GEAR HAND WINCH. 500 POUND CAPACITY AT 35" RADIUS. PROJECT DISTRIBUTED BY LK GOODWIN COMPANY. PROVIDE (2) DAVIT CRANES, (11) MODEL 522 PEDESTAL BASES AND (11) REEDSBURG DAM _____ FABRICATED HEIGHT EXTENSION BASES. THE PEDESTAL AND HEIGHT EXTENSION BASES WILL BE MOUNTED PERMANENTLY. REPAIRS Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL

Designer: CADILLAC, MI 49601 231.775.9727 TEL MODEL 522 PEDESTAL BASE MODEL 522 PEDESTAL WITH ROTATE BEARINGS BASE WITH ROTATE CONSULTANT BEARINGS AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 SEE DETAIL L ON SHEET S-05 616.574.8500 TEL www.aecom.com Project Management Initials: HEIGHT EXTENSION BASE

HEIGHT EXTENSION BASE

C -

A ELEVATION VIEW WITH LIFTING DEVICE B SECTION WITH LIFTING DEVICE - SCALE: 3/8"=1'-0" - SCALE: 1" = 1'-0"

REGISTRATION 8"

9/16" 6 7/8" 9/16" 9'-5" PROVIDE 2 STOP LOG LIFTING DEVICES, (ONE FOR EACH CRANE). 2'-0" 2'-0" INCLUDED WITH DAVIT CRANE ITEM.

3/8" PLATE 2" R1/2" 1/2" x 1 1/2" - 8" BAR

6" 3/16 1 1/2" 1/2" 1 1/2"

1/2" ISSUE/REVISION 3/8" DIA BENT BAR

5/8" A36 PIN

2" HOT DIP GALVANIZED

3/16

4" 45° 05/14/2018 BID SET 04/23/2018 100% SUBMITTAL

D 2" 03/15/2018 REVIEW - I/R DATE DESCRIPTION 2"

1" FILE NUMBER 6" 2018-05-14 751/15091.JAG R3/8" 6" INDEX NUMBER 86770

) Last Plotted: PROJECT NUMBER 60517152 2018-05-14 ( 1" 6" 1" 6X6 ROUGH SAWN STOP LOG SHEET TITLE DOUGLAS FIR NO 1 OR BETTER C PLAN AND SIDE VIEW OF STOP LOG STOP LOG DETAILS -

BRANDTD SCALE: 3"=1'-0" D END VIEW OF STOP LOG P:\60517152 REEDSBURG DAM (SPLINTER)\CAD\20-SHEETS\S3 PLN ELV S4 SECT S5 DET S6 LOG DET.DWG - SCALE: 6"=1'-0" SHEET NUMBER Last saved by: Filename: S-06 J

S-05

45'-0" ARCH D 24" x 36" ARCH D 24" PROJECT REEDSBURG DAM J

S-05 REPAIRS

J S-05 PART OF SECTION 25, T23N-R5W 21'-0" ENTERPRISE TWP., MISSAUKE CO. BRIDGE WALKWAY NOT SHOWN FOR CLARITY MICHIGAN K K EXIST. COUNTERFORT (TYP.) 20'-3" S-05 S-05 CLIENT

TYP. EA. PIER MICHIGAN DEPT. OF

______H S-05 H S-05 NATURAL RESOURCES 8015 MACKINAW TRAIL CADILLAC, MI 49601 231.775.9727 TEL

CONSULTANT

AECOM 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 NEW CONCRETE SLAB 616.574.8500 TEL 28'-4" 28'-4" www.aecom.com Project Management Initials:Project Management Designer: Checked: Approved: SPILLWAY SPILLWAY J J S-05 B S-05 S-08

CONC. CURBING

CONCRETE PATCHING CLEAN AND COAT EXISTING STEEL 20'-3" 20'-3" LOCATION OF SPALLING CLEAN AND COAT EXISTING STEEL CLEAN AND COAT EXISTING STEEL OR INCIPIENT SPALLING SHEET PILE ABOVE WATERLINE. WALKWAY SUPPORT FRAMES. CLEAN J TEMPORARILY MOVE RIPRAP AS REQUIRED CLEAN STEEL TO SSPC SP-6 AND STEEL TO SSPC SP-2/3 AND APPLY S-05 TO PAINT CORRODED AREAS OF SHEET PILE THE VOLUME OF CONCRETE APPLY ONE COAT OF SHERWIN ONE COAT OF SHERWIN WILLIAMS J S-05 PATCHING IS ESTIMATED WILLIAMS HI-MIL SHERWIN-TAR, COAL DURUPLATE 235 EPOXY AND ONE TO BE 9 CUBIC FEET. TAR EPOXY OR APPROVED EQUAL. COAT OF ACROLON 218 HS POLYURETHANE OR APPROVED THE AREA OF CLEANING AND EQUAL. COATING IS ESTIMATED TO BE 1600 A PLAN VIEW SQUARE FEET. THE AREA OF CLEANING AND - SCALE:3/16"=1'-0" COATING IS ESTIMATED TO BE 530 SQUARE FEET.

CONTAIN ALL PAINT AND DEBRIS FROM CLEANING OF STEEL AND DISPOSE OF OFFSITE AT AN APPROPRIATE FACILITY.

REGISTRATION

PATCHING MORTAR CHIP A MIN. OF 3/4" VARIES EXIST. REINFORCEMENT BEHIND ALL BARS IN PATCHING MORTAR VARIES EXIST. REINFORCEMENT REPAIR AREA TO SOUND

3/4" MIN. SAW CUT CONCRETE

3/4" MIN. SAW CUT TYP. 2" CLR AROUND ENTIRE PERIMETER VARIES EXISTING SURFACE CONDITION TYP. 2" CLR ISSUE/REVISION CONCRETE SURFACE RESTORATION NOTES

THE CONCRETE SURFACE RESTORATION PAY #3 DOWEL W/ STD. 90° HOOK @ MAX. 16" ITEM INCLUDES CLEANING THE SURFACE OF O.C. WHEN PATCH DEPTH IS 4" OR GREATER THE EXISTING CONCRETE AND APPLYING A EXISTING REINFORCING SHALL BE CLEANED AND (MIN. 4 DOWELS PER PATCH) DRILL AND COAT OF REPAIR MORTAR TO RESTORE THE COATED AS SPECIFIED. AND REINFORCEMENT EXISTING CONCRETE DOWNSTREAM FACE AND TOP OF PIER EPOXY, MIN. 4 1/2" EMBEDMENT INTO SURFACE TO ITS ORIGINAL PROFILE. THE PAY EXISTING CONCRETE W/ MORE THAN 25% SECTION LOSS SHALL BE EXISTING REINFORCING BARS SOUND CONCRETE 05/14/2018 BID SET REPLACED. ITEM WILL BE MEASURED IN SQUARE FEET AND TOP CONC. 04/23/2018 100% SUBMITTAL EXISTING REINFORCING BARS NOTE: WILL INCLUDE CLEANING, MATERIALS, #3 DOWEL W/ STD. 90° HOOK @ MAX. 16" O.C. IF MORE THAN 50% OF EXISTING BAR SURFACE AREA IS EXPOSED DURING REMOVAL APPLICATION AND CURING. THE ESTIMATED EL. 1138.4± 03/15/2018 REVIEW E.W. MAX. WHEN PATCH DEPTH IS 4" OR GREATER BOTH SIDES OF DOWNSTREAM END OF PIER FOLLOW "DEEP DEPTH REPAIR" DETAIL THIS SHEET. QUANTITY OF SURFACE RESTORATION IS 1360 I/R DATE DESCRIPTION (MIN. 4 DOWELS PER PATCH) DRILL AND EPOXY, SFT. THE QUANTITY OF REPAIR MORTAR IS NOT 2'-0" MIN. 4 1/2" EMBEDMENT INTO SOUND CONCRETE INCLUDED IN THE ESTIMATE FOR THE OTHER PATCHING ITEMS SHOWN ON THIS SHEET. FILE NUMBER NEW CONCRETE SLAB DOWNSTREAM FACE DEEP PATCH REPAIR SHALLOW PATCH REPAIR OF FIXED WEIR OUTSIDE FACE OF REMAINING FISH LADDER WALLS 751/15091.JAG SCALE: N.T.S. SCALE: N.T.S. SIDES OF UPSTREAM END OF PIER INDEX NUMBER 17'-0" TO LIMITS SHOWN 86770

PROJECT NUMBER 60517152 2'-0" SHEET TITLE CONCRETE PATCHING REPAIRS

ELEVATION AT FISH LADDER SHEET NUMBER SCALE: N.T.S. Last saved by: Last saved by: BRANDTD(2018-05-13) Plotted: Last 2018-05-14 Filename:S8 FISH LAD.DWG (SPLINTER)\CAD\20-SHEETS\S7 CONC REP P:\60517152 REEDSBURG DAM S-07 ARCH D 24" x 36" EXIST. FISH LADDER WALLS PROJECT NEW CONC. WALL BETWEEN REEDSBURG DAM

_____ FISH LADDER WALLS. IN PLACE OF PERMANENTLY REMOVED STOPLOGS REPAIRS 6" 1'-0" 9'-0" 1'-0" 6" Approved: PART OF SECTION 25, T23N-R5W ENTERPRISE TWP., MISSAUKE CO. MICHIGAN _____

Checked: CLIENT MICHIGAN DEPT. OF _____ NATURAL RESOURCES 8015 MACKINAW TRAIL C #5 @ 12" Designer: CADILLAC, MI 49601 S-08 EA WAY 231.775.9727 TEL TOP CONC. CONSULTANT (/“ 9" EMBED 1'-0" LAP AECOM 21'-2" 8" 3950 SPARKS DRIVE SE GRAND RAPIDS, MI 49546 STOP LOG 616.574.8500 TEL (/“ www.aecom.com SIMILAR TO Project Management Initials: SECTION E SHEET S-08 NEW CONCRETE SLAB SEE SECTION E 1'-0" LAP 8" SHEET S-08 FILL BETWEEN THE NEW CONCRETE SLAB FISH LADDER STEPS WITH REMOVE AND REPLACE SEE SECTION D 6" NEW CONCRETE END WALL TREMIE CONCRETE EXIST. STOPLOGS SHEET S-08 WITH CONC. WALL 1'-0" LAP REMAINING FISH #5 @ 12" EXIST. FISH LADDER WALLS EA WAY LADDER WALLS 2'-0" 9" EMBED 2'-0" TOP CONC. (/“ FILL BETWEEN REMAINING WALLS WITH TREMIE CONCRETE, SEE SECTION "A" THIS SHEET

3" 1'-0" 9'-0" 1'-0" 3" TIMBER PILING STEEL PILING

11'-6"

EXIST. ROCK FILL A FISH LADDER REPAIR SECTION S-07 SCALE: 3/8"=1'-0" B FISH LADDER REPAIR SECTION S-07 SCALE: 3/4"=1'-0"

REGISTRATION NEW CONCRETE SLAB

1'-0" LAP

#5 DOWEL

8" CHIP EXISTING NEW CONCRETE WALL CONCRETE

9" EMBED #5 @ 12"

3/4" EA WAY 1'-0" LAP

3 1/2" REF NEW CONCRETE SLAB

ISSUE/REVISION

CUT EXISTING 2" PATCH 2" CONCRETE 1'-0" LAP ANCHOR BAR SAW CUT 1'-0" LAP 1/2" DEEP REMOVE EXISTING AT EDGES EXISTING CONCRETE 3 1/2 x 3 x 3/8 ANGLES 3" 9" EMBED #5 REBAR 05/14/2018 BID SET EXISTING #5 @ 12" CONDITION @ 12" EA WAY EXIST. FISH EA WAY 04/23/2018 100% SUBMITTAL LADDER WALLS 03/15/2018 REVIEW

9" EMBED DOWNSTREAM SIDE UPSTREAM SIDE I/R DATE DESCRIPTION 6"

8" 9' BETWEEN WALLS FILE NUMBER

1'-0" 751/15091.JAG 2018-05-16 PROPOSED CONDITION INDEX NUMBER 86770 C SECTION D SECTION E SECTION PROJECT NUMBER ) Last Plotted: S-08 SCALE: 1-1/2"=1'-0" S-08 SCALE: 1-1/2"=1'-0" S-08 SCALE: 1-1/2"=1'-0" 60517152

SHEET TITLE 2018-05-16 ( FISH LADDER REPAIR PEPINS P:\60517152 REEDSBURG DAM (SPLINTER)\CAD\20-SHEETS\S7 CONC REP S8 FISH LAD.DWG SHEET NUMBER

Last saved by: Filename: S-08 5'-2 1/2" 22'-0" 5'-2 1/2"

4'-7" 2x8 LEDGER SUPPORT 1 1/2" 1 1/2" 6X6 TREATED POST 2x8 LEDGER SUPPORT FOR STAIR STRINGERS FOR STAIR STRINGERS MITER TOP CORNERS 1/2" DOUBLE 2X12 STRINGERS

ARCH D 24" x 36" ARCH D 24" TYPICAL ALL CORNERS DOUBLE 2X12 STRINGERS 4'-0" MIN. PROJECT 3" 1 5/8" O.D. PIPE RAIL HOT-DIP REEDSBURG DAM GALVANIZED AFTER WELDING REPAIRS AND PAINTED 1 5/8" TOP RAIL AND BOTTOM RAIL

2X8 FRAMING PART OF SECTION 25, T23N-R5W TYP. ENTERPRISE TWP., MISSAUKE CO. MICHIGAN

VINYL COATED FENCE, 4'-7" SEE ELEVATION

3'-6" CLIENT 3'-3" 3'-0" MICHIGAN DEPT. OF

______2X8 FRAMING TYP. FIBERGRATE T1215 STAIR TREADS NATURAL RESOURCES FIBERGRATE T1215 WITH BULLNOSE OR APPROVED EQUAL 8015 MACKINAW TRAIL ISOFR AQUA GRATE LOWER LANDING DECK UPPER LANDING DECK CADILLAC, MI 49601 OR APPROVED EQUAL 5/8" BOLT S-09 SCALE: 1/2=1'-0" 1 5/8" TOP RAIL S-09 SCALE: 1/2=1'-0" 231.775.9727 TEL 1 5/8" COATED HANDRAIL 6X6 TREATED POST CONSULTANT 3 1/8" 4 1/2" AECOM 3950 SPARKS DRIVE SE 1 3/4" GRAND RAPIDS, MI 49546 DBL. 2X12 STRINGER 616.574.8500 TEL www.aecom.com

Project Management Initials:Project Management Designer: Checked: Approved: SECTION A S-09 SCALE: 1"=1'-0" 4'-0" 4'-7"

NOTES: CHAIN LINK FENCE COMPONENTS TO BE IN COMPLIANCE WITH SPECIFICATIONS SECTION 323113 EXCEPT AS NOTED ON PLANS AND 1 5/8" TOP AND BOTTOM RAIL DETAILS. ALL PIPE RAILINGS, CHAIN LINK FENCE MATERIALS

3" AND CONNECTING HARDWARE TO BE BLACK

CHAIN LINK FENCE,GALVANIZED, 1'-0" 9 GAGE CORE WIRE, 1 1/2" DEEP T1215 AQUA GRATE DECK 2" MESH VINYL COATED, 1 1/2" DEEP T1215 STAIR PLAN VIEW CLASS 2b THERMALLY AQUA GRATE DECK FUSED AND BONDED S-09 SCALE: 1/2=1'-0" 3'-6" 3'-3" 6X6 POST @ 8'-0" O.C. MAX. 3'-9" MITER TOP CORNERS 1/2" TYPICAL ALL POST 5'-2 1/2" 24 TREADS AT 11" = 22'-0" 5'-2 1/2"

6 SPACES AT 3'-8" = 22'-0"

6" A -

SET POST IN CONCRETE CHAIN LINK FENCE,GALVANIZED, 9 GAGE CORE WIRE, 6" 2" MESH VINYL COATED, CLASS 2b THERMALLY FUSED AND BONDED

1 5/8" TOP AND BOTTOM RAIL 3'-6"

1 5/8 " HANDRAIL 4'-0" 2" EL. 1143.75 3'-6" EL. 1143 FIBERGRATE T1215 STAIR TREADS REGISTRATION WITH BULLNOSE OR APPROVED EQUAL 11 1/2" 3'-0"

6X6 POST MITER TOP CORNERS 1/2" TYPICAL ALL POST

2x8 LEDGER TYPICAL FENCE SECTION WITH (2) 5/8" BOLTS PER S-09 SCALE: 3/4"=1'-0" POST

UPPER LANDING/DECK 2X6 RISER 3 1/4" EXIST. GRADE 4 1/2" ISSUE/REVISION SET POST IN CONCRETE 25 RISERS AT 5 1/2" = 11'5 1/2" 4'-0" 1/2"

PROVIDE BULLNOSE AT TOP TREAD AT DECK. 05/14/2018 BID SET 04/23/2018 100% SUBMITTAL 1'-0" 03/15/2018 REVIEW 1132.28 I/R DATE DESCRIPTION

FILE NUMBER 11 1/2" EL. 1131± 751/15091.JAG

2x8 LEDGER INDEX NUMBER WITH (2) 5/8" BOLTS PER 86770 POST PROJECT NUMBER 5 1/2" 60517152

SHEET TITLE STAIR DETAILS STAIR SECTION AT STAIR CENTERLINE S-01 SCALE: 1/2"=1'-0" STAIR TREAD-RISER DETAIL SHEET NUMBER S-09 SCALE: 3"=1'-0" Last saved by: Last saved by: BRANDTD(2018-05-14) Plotted: Last 2018-05-14 Filename: (SPLINTER)\CAD\20-SHEETS\S2 SECT S9 STRS.DWG P:\60517152 REEDSBURG DAM S-09