Site Location Map · 2021. 2. 26. · provide and install \⠀㈀尩 coatings of sonneborne 7008...
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ISLAND LAKE ROAD NW (66' WIDE) W. KALKASKA ROAD NW (66' WIDE) LEGEND TOPOGRAPHIC SURVEY NOTES Location Map Site N N MISS DIG / UTILITY DISCLAIMER NOTE LEGAL DESCRIPTION MISS DIG / UTILITY DISCLAIMER NOTE MISS DIG / UTILITY DISCLAIMER NOTE MISS DIG / UTILITY DISCLAIMER NOTE EASEMENT LEGEND Drawing: W:\G500-Z000 Files\L000-FILES\L229 Kalkaska RC\Office\Site Plans\L229-ENG-BID.dwg Date: Jan 10, 2021, 5:17pm Layout: C01-TOPO OVERALL Plotted by: mwilson 1" = 80' EX. PAVING LEGEND SALT BARN 1049 Island Lake Rd. Kalkaska, MI 49646
Site Location Map · 2021. 2. 26. · provide and install \⠀㈀尩 coatings of sonneborne 7008 damproofing material on all structures. 3" thick minimum ground stone cushion under
2' x 2' x 6' LONG BIN BLOCKS - SEE ELEVATION (STACK 3 COURSES HIGH)
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32'
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10,000 GAL BRINE TANK 13'-0" x 10' TALL
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LEAN-TO #1
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LEAN-TO #2
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CONCRETE PIER - SEE STRUCTURAL
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GALV. STEEL COLUMN - SEE STRUCTURAL
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(4) PIPE BOLLARDS AT EACH PIER LOCATION - SEE STRUCTURAL
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2' x 2' x 6' LONG BIN BLOCKS - SEE ELEVATION (STACK 3 COURSES HIGH)
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FLOOR ELEV = 100'-0" AT PERIMETER
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FLOOR ELEV = 99'-8"
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SLOPE DN.
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SLOPE DN.
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SLOPE DN.
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SLOPE DN.
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SALT BARN
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FLOOR ELEV = 100'-0" AT PERIMETER
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FLOOR ELEV = 100'-0" AT PERIMETER
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FLOOR ELEV = 100'-0" AT PERIMETER
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FLOOR ELEV = 99'-8"
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A-100
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TYP.
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EXTENTS OF REINFORCED CONCRETE PAD - SEE STRUCTURAL
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PIPE BOLLARD - SEE STRUCTURAL - W/ PROTECTIVE COVER
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ROOF OVERHANG ABOVE
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EXTENTS OF REINFORCED CONCRETE PAD - SEE STRUCTURAL
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CONCRETE FLOOR - SEE STRUCTURAL
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PROVIDE POSITIVE SLOPE AWAY FROM BUILDING
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PROVIDE POSITIVE SLOPE AWAY FROM BUILDING
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EXTENTS OF REINF. CONCRETE PAD - SEE STRUCTURAL
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PIPE BOLLARD - SEE STRUCTURAL - W/ PROTECTIVE COVER
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10,000 GAL BRINE TANK 13'-0" x 10' TALL
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5,000 GAL BRINE TANK 10'-0" x 10' TALL
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5,000 GAL BRINE TANK 10'-0" x 10' TALL
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BRINE MAKER
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BLENDER
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2' x 2' x 6' LONG BIN BLOCKS - 1 COURSE HIGH
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2" PIPE FOR FUTURE WATER CONNECTION - CAP BOTH ENDS
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EXTEND 2" PIPE 1'-0" ABOVE SURFACE OF CONCRETE SLAB
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GENERAL FLOOR PLAN NOTES: : 1. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS 2. FINISH FLOOR ELEVATION = 100'-0" = 1031.40' USG FINISH FLOOR ELEVATION = 100'-0" = 1031.40' USG 3. ALL EXTERIOR SLABS TO SLOPE AWAY FROM BUILDINGALL EXTERIOR SLABS TO SLOPE AWAY FROM BUILDING
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NOTES: : 1. SEE NORTH ELEVATION ON A-201 FOR SERVICE DOOR INFORMATION AND DETAIL SEE NORTH ELEVATION ON A-201 FOR SERVICE DOOR INFORMATION AND DETAIL CALLOUTS 2. DOOR SUPPLIER SHALL ENGINEER THE DOOR TO RESIST OUT OF PLANE WIND DOOR SUPPLIER SHALL ENGINEER THE DOOR TO RESIST OUT OF PLANE WIND PRESSURES PRESCRIBED BY MBC 2015 AND ASCE 7-10. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF MICHIGAN.
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99'-6" +/- SEE CIVIL
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99'-6" +/- SEE CIVIL
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4'x4' AREA OF CONCRETE TO BE REMOVED IN THE FUTURE FOR CONNECTION OF MUNICIPAL WATER - SEE MECHANICAL
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EDGE OF MAT FOUNDATION - SEE STRUCTURAL
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MIRR
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ELECTRICAL PANEL - SEE ELECTRICAL
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99'-10" +/- SEE CIVIL
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99'-10" +/- SEE CIVIL
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FLOOR ELEV = 99'-11" +/- AT FACE OF WALL
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FLOOR ELEV = 99'-11" +/- AT FACE OF WALL
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CATCH BASIN, SEE DETAIL
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99'-6"
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99'-7 1/2"
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99'-6"
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100'-0"
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CONCRETE SLAB - SEE STRUCTURAL
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22'-0" W x 30'-0" H ROLLING SERVICE DOOR W/ HEAD COVER OVER DOOR COIL
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EXTERIOR WALL MOUNTED ROLL-UP SERVICE DOOR
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GRATED CATCH BASIN COVER EQUAL TO EAST JORDAN NO. 1040 SERIES W/ TYPE M2 GRATE
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(4) CADIUM PLATED 1" DIA THREADED STUDS WITH WASHERS, GASKETS, ANCHOR TO CONE, TYPICAL
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7" CONCRETE RING FOR INSTALLATION IN CONCRETE FLOOR, TYPICAL
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CATCH BASIN STEPS, CAST IN PRECAST MANHOLE SECTIONS AT 16" O.C. ASTM, C478 RISER SECTIONS W/ 5" THICK WALLS AND MODIFIED GROOVE JOINTS WITH RUBBER O-RING GASKETS, TYPICAL
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(2) 6'-0" DIAMETER SECTIONS OF STANDARD MANHOLE
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PROVIDE AND INSTALL (2) COATINGS OF SONNEBORNE 7008 DAMPROOFING MATERIAL ON ALL STRUCTURES
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3" THICK MINIMUM GROUND STONE CUSHION UNDER PRECAST BASE, TYPICAL
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COMPACTED SUB BASE
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BACKFILL AROUND MANHOLES WITH SAND AND COMPACT TO 95% PROCTOR
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SAND TRAP MANHOLE
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SCALE -
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%%uCATCH BASIN DETAIL
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3/4" = 1'-0"
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LHSHA100
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A-100
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FLOOR PLAN
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AP
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MR
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CONSULTANT
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SHEET TITLE
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SHEET NUMBER
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PROJECT NUMBER
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PROJECT
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DATE ISSUED
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CHECKED BY
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DRAWN BY
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Sheet Size - 30x42
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19-316.01
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BID & CONSTRUCTION
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01/11/2021
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ADDENDUM #2
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02/03/2021
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CONSTRUCTION ISSUE
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03/15/2021
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La
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Plot
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NEW SALT BARN
1049 Island Lake Rd.
Kalkaska, MI 49646
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OPEN
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OPP
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SCALE -
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%%uEAST ELEVATION
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1/8" = 1'-0"
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LHSHA200
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SCALE -
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%%uSOUTH ELEVATION
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1/8" = 1'-0"
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LHSHA200
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METAL ROOF ON UNDERLAYMENT ON ROOF SHEATHING
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CONTINUOUS METAL RIDGE VENT
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METAL WRAPPED WOOD FASCIA
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PIPE BOLLARDS - SEE STRUCTURAL - W/ PROTECTIVE COVER
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STEEL COLUMN - SEE STRUCTURAL
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CONCRETE PIER - SEE STRUCTURAL
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CONCRETE WALL BEYOND - SEE STRUCTURAL
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CONTINUOUS METAL RIDGE VENT
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PIPE BOLLARDS - SEE STRUCTURAL - W/ PROTECTIVE COVER
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CONCRETE PIER - SEE STRUCTURAL
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CONCRETE WALL - SEE STRUCTURAL
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METAL ROOF ON UNDERLAYMENT ON ROOF SHEATHING
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EXHAUST FAN W/ WEATHER HEAD - SEE MECHANICAL
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FAN SUPPORT FRAMES - SEE STRUCTURAL
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FINISH NOTES: : ALL EXPOSED CONCRETE WALLS AND PIERS TO BE SEALED CONCRETE. ALL STRUCTURAL STEEL AND MISC STEEL TO BE GALVANIZED.
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METAL WALL PANEL
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TRUSS BEARING
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TOP OF STEEL BEAM
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FLOOR LINE
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TRUSS BEARING
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TOP OF STEEL BEAM
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FLOOR LINE
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CONCRETE FOOTINGS - SEE STRUCTURAL
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BRINE TANKS, BRINE MAKER AND BLENDER - SEE FLOOR PLAN
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SNOWGUARDS - TYP
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EXHAUST FAN W/ WEATHER HOOD - SEE MECHANICAL
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CONCRETE FOOTINGS - SEE STRUCTURAL
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BRINE TANKS, BRINE MAKER AND BLENDER - SEE FLOOR PLAN
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SNOWGUARD - TYP
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SNOWGUARD - TYP
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RECYCLED CONCRETE BIN BLOCKS 2'x2'x6' BIN BLOCKS 2'x2'x3' BIN BLOCKS (STACK 3 COURSES HIGH)
