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FIRE STATION RESTORATIONfor
Proposed Improvements
CITY OF MASON CITY, IA
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ENGINE NO. 2 APROX. 2000 SF
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WATER PUMPING STATION
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04/24/17
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SIDEWALK
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STANDARD SYMBOLS
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EXISTING
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PROPOSED
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DIRECTION OF FLOW
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CURB AND GUTTER
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WATER MAIN
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SANITARY SEWER
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STORM SEWER
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FIRE HYDRANT
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CHAIN-LINK FENCE
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SPOT ELEVATION
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DECIDUOUS TREE
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PROPERTY LINE
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LOCATION SKETCH
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SCALE = NOT TO SCALE
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PROJECT SITE
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%%UABBREVIATIONS
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EDGE OF PAVEMENT
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HIGH WATER LEVEL
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GRADE AT FOUNDATION
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FORCE MAIN
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FINISHED FLOOR
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FLARED END SECTION
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EDGE TO EDGE
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ELEVATION
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EXISTING
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WATER MAIN
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TOP OF FOUNDATION
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SANITARY MANHOLE
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VALVE BOX
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VALVE VAULT
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SQUARE FOOT
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TOP OF CURB
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STORM SEWER
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STREET LIGHT
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DUCTILE IRON WATER MAIN
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DUCTILE IRON PIPE
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DIAMETER
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CORRUGATED METAL PIPE
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CONCRETE
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CATCH BASIN
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NORMAL WATER LEVEL
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POLYVINYL CHLORIDE PIPE
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REINFORCED CONCRETE PIPE
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RIGHT-OF-WAY
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PROPOSED
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PAVEMENT
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TELEPHONE
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TO BE REMOVED
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BY OTHERS
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TOP OF PIPE
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TOP OF WALK
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ELECTRIC
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TOP OF WALL
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SANITARY SEWER
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BOTTOM OF PIPE
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STORM MANHOLE
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BOTTOM OF WALL
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PARKING RATIO
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4.5 SPACES/1000 S.F.
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1 SPACES
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8 SPACES
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XXX ACRES
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HANDICAP PROVIDED
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PARKING PROVIDED
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SITE AREA
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SITE DATA
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COMPLETENESS CANNOT BE GUARANTEED NOR CERTIFIED TO.
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MATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND
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COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFOR-
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IS BASED, IN PART, UPON INFORMATION FURNISHED BY UTILITY
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THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON
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FEET
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20100 5
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ENGINE NO. 2 APROX. 2000 SF
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EX. FFG = 1164.90
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EX. CURB & GUTTER SAWCUT AND REMOVED
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EX. PCC APRON TO BE REMOVED
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EX. PCC PARKING SLAB TO BE REMOVED
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EX. CHAIN LINK SECURITY FENCE
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04/24/17
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TO BE REMOVED
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CURB AND GUTTER TO BE REMOVED
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PAVEMENT, AGGREGATE TO BE REMOVED
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BUILDING TO BE REMOVED
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DEMOLITION LEGEND
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TREE TO BE REMOVED
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FEET
SCALE 1"=5'
20100 5
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ENGINE NO. 2 APROX. 2000 SF
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B/C (1164.00)
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B/C (1164.84)
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B/C (1163.66)
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B/C (1163.84)
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B/C (1164.42)
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B/C (1164.0)
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B/C (1164.40)
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B/C (1164.20)
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EX. FFG = 1164.90
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04/24/17
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PAVEMENT LEGEND
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PCC SIDEWALK 4'' CONCRETE PAVEMENT 4'' COMPACTED AGGREGATE BASE
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CONCRETE PAVEMENT 8'' CONCRETE PAVEMENT 4'' COMPACTED AGGREGATE BASE
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ENGINE NO. 2 APROX. 2000 SF
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6" DI WM @ 30'
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8" SAN PIPE @ 30'
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BIORENTENTION CELL
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8" PVC ST PIPE
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8" PVC ST PIPE
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12" PVC ST PIPE
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EX. FFG = 1164.90
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04/24/17
8'
20'-6
1
4
"
20'-6
1
4
"
18'-7
1
4
" 15'-6
3
4
"
51'-8
1
4
"
36'-8"
16'-2
1
4
" 5'-0
1
2
"
1
S1
1
S1
Vulcraft 1K10 Joist
HSS 4x4x
3
8
W 14x26
W 14x26
Vulcraft 1K10 Joist
HSS 4x4x
3
8
HSS 4x4x
3
8
HSS 4x4x
3
8
W 14x26
Vulcraft 1K10 Joist
Ex. Common Brown Brick Typ.
Ex. Limestone Capstone
Corrugated Steel Decking w/
Membrane and Gravel
2x4 16" O.C. with Closed Cell Spray Insulation
Ex. 8" Concrete Masonry Unit core
Ex. 6" Concrete Slab Typ.
4'
9'-10
3
4
"
2'-10"
8'-10"
1
2
" Gypsum Board Ceiling
1
2
" Gypsum Board Wall
Ex. 18" Concrete Footing Typ.
12'-0
3
4
"
13'-1
1
2
"
4'
2'-10"
51'-8
1
4
"
36'-8"
15'-0
1
2
"
12'
3'-8"
8'-5
1
2
"
4'-4
3
4
"
11'
8'-0
1
2
"
7'-7
3
4
"
3'-11
1
2
"
5'-9
1
4
"
3'-11
1
2
"
6'-6
1
4
"
10'-11
1
2
" 3'-11
1
2
"
10'-5"
11'-6
1
2
"
5'-8
1
4
" 5'-10
1
4
" 5'-8
1
4
"
1'-9
1
2
"9'-7"1'-9
1
2
"
63'-3
1
4
"
8
1
2
"
14'-4
1
4
"
3'-8"
1'-3"
13'-1
3
4
"
1'-9
1
4
"
4'
1'-4
1
4
"
4'
1'-4
1
4
"
4'
1'-4
1
4
"
4'
5'-6
1
4
"
2'-9
1
2
"
30'-1
3
4
"
22'-8
1
2
"
4'-3
3
4
"
5'-2" 2'-9
1
2
"
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VULCRAFT 1K10 JOIST CONNECTIONS
SCALE:
1
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" = 1'
LOAD BEARING WALL LAYOUT
SECTION CUT 1
STRUCTURAL FRAMING LAYOUT
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K1 ON BEAM
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MIN. BEARING 2 "12"
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MIN. BEARING 4"
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K1 IN WALL POCKET
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1/4" = 1'
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04/24/17
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FIRST FLOOR CONCEPTUAL LAYOUT
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1/4" = 1'
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04/24/17
