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WWW.FHAI.COM
ARCHITECT
CONSULTANT
KEY PLAN
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
PROJECT NUMBER: 222154.00
PROJECT ISSUE DATE: 7.26.2024
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: PMR
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
19700317
No.
CITY SUBMITTAL 08-14-20241
4" CONCRETE SIDEWALK - DETAIL A
4" COMPACTED #53 STONE
WIDTH VARIES (SEE PLAN SHEETS)
COMPACTED SUBGRADE
4"
FINISH
GRADE
4500 psi CONCRETE SIDEWALK
1" = 1'-0"
NOTES:
6x6, W2.9xW2.9, WWF (EPOXY COATED)
1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED
AFTER EACH FINISHING OPERATION.
2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN
WALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.
3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.
1/2" = 1'-0"
1/2"
1/2" PREFORMED EXPANSION
JOINT FILLER WITH SEALANT
VERTICAL SURFACE
CONCRETE SIDEWALK OR
PAVEMENT PER PLAN
PAVEMENT ISOLATION JOINT - DETAIL N
NO SCALE
D/
4
1/8" SAWED
CONTROL JOINT
D
CONSTRUCT CONTROL
JOINTS AS SHOWN ON PLAN
(MAX. SPACING @ 6'-0" o.c.)
NOTE:
1/4" RADIUS
CONCRETE SIDEWALK CONTROL JOINT - DETAIL C
CONTROL JOINT - SJ
D
1'-0"1'-0"
1" DIA. DRILLED HOLE
EMBED DOWEL IN EPOXY GROUT
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL
1/2" SMOOTH DOWELS
x 2'- 0" LONG @ 1'-6" o.c.
1/2" SEALANT
D/
2
D/
2
EXPANSION JOINT - EJ
CURB JOINT - DETAIL L
6" CONCRETE CURB (STRAIGHT) - DETAIL H
1" = 1'-0"
NOTES:
1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
4" COMPACTED
GRANULAR MATERIAL
COMPACTED
SUBGRADE
TOP OF
PAVEMENT
CONCRETE SIDEWALK
(WHERE APPLICABLE)
1/2" EXPANSION JOINT
1/4" TOOLED CONTROL JOINT
#5 BARS x 4'-0" LONG
PLAN VIEW
1/2" EXPANSION JOINT MATERIAL
CASTING
NEW CONCRETE COLALR
8"
18"18"
18
"
18"
1 1/2" ASPHALT OVERLAY
HAND COMPACT AREA
AROUND STRUCTURE
CASTING
SAWCUT
UNDISTURBED SOIL
#5 BARS x 2'-0" LONG
CONCRETE COLLAR - DETAIL P
D
D/
4
1/8" SAWED
CONTROL JOINT
GREASE & DOWEL CAP WITH BAR STOP
@ BOTH ENDS
1/2" SEALANT
1/2" EXP. JT. FILLER
NOTE:
EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"
CONCRETE PAVEMENT JOINT - DETAIL E
NO SCALE
D/
2
PROVIDE 1" DIA. x 1'-6"
LONG EPOXY-COATED
DOWEL @ 12" o.c.
1.CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROL
JOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.
2.JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,
POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERAL
SPECIFICATION SS-S-200E
24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.
D/
2
D/
2
6"
6"
NO SCALE
6" CONCRETE PAVEMENT - DETAIL D
COMPACTED AGGREGATE BASE #53
COMPACTED SUBGRADE
CONCRETE PAVEMENT (4,500 PSI)
COARSE BROOM FINISH
6x6, W2.9xW2.9, WWF (EPOXY COATED)
1" = 1'-0"
CONCRETE EQUIPMENT PAD - DETAIL O
SEE PLAN
#4 AT 12"
EACH WAY
6" COMPACTED
GRANULAR MATERIAL
COMPACTED SUBGRADE
6"
6"6"
6"
FINISH GRADE
3"
C
L
R
.
1
1
2"
C
L
R
.
#4 (CONT).
PROVIDE (3) #4
CORNER BARS (TYP).
18"
18"
1'
-
6
"
CRUSHED STONE - PER
DETAIL D/L2.0 (WHERE
SHOWN ON SITE PLAN)
2" CLR.
ISOLATION JOINT - PER
DETAIL N THIS SHEET
CONCRETE - PER DETAIL
A THIS SHEET (WHERE
SHOWN ON SITE PLAN)
12"6"
1'
-
0
"
TOP OF ASPHALT
PAVMENT
4"
CONCRETE SIDEWALK/PAVEMENT PER
DETAIL THIS SHEET
COMPACTED SUBGRADE
COMPACTED AGGREGATE #53
#5 BAR CONT.
1" = 1'-0"
CONCRETE / ASPHALT
PAVEMENT INTERFACE - DETAIL G
CONCRETE CONNECTION - DETAIL F
1" = 1'-0"
D
D/
2
D/
2
1'-0"EMBED 12"
EXIST. CONCRETENEW CONCRETE
EMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.
1/2" PREFORMED EXPANSION
JOINT AND SEALANT
1" DIA. DRILLED HOLE
EXISTING PAVEMENTNEW PAVEMENT
1"
1'-0"
PAVEMENT INTERFACE - DETAIL R
1" = 1'-0"
NEW PAVEMENT MILLED SURFACE
SEE PAVEMENT
DETAIL THIS SHEET
EXISTING PAVEMENTSAWCUT
TACK COAT
1"
SAWCUT
TACK COAT
SEE PAVEMENT
DETAIL THIS SHEET
4"
4"
3"
1
1
/
2
"
1'
-
0
1
/
2
"
COMPACTED AGGREGATE #53
MEDIUM DUTY ASPHALT PAVEMENT - DETAIL S
COMPACTED SUBGRADE
1" = 1'-0"
HMA SURFACE, TYPE A, 9.5 mm
HMA BASE, TYPE A, 19.0 mm
COMPACTED AGGREGATE #2
D
EQ
.
EQ
.
1" = 1'-0"
EMBED 8"8"
1" DIA. DRILLED HOLE
1/2" PREFORMED EXPANSION
JOINT FILLER MATERIAL WITH
1/2" SILICONE SEALANT
1/2" DIA. SMOOTH DOWELS
x 1'- 4" LONG AT 4" FROM
TOP OF CURB
1/2" SEALANT
EXISTING CURBNEW CURB
CONCRETE CURB CONNECTION - DETAIL M
EMBED DOWEL
IN EPOXY
GROUT
DOWEL CAP
3/4" = 1'-0"
ASPHALT PAVEMENT SECTION
PER CITY STANDARDS
6'-6"±
6"2'-0"
EXISTING SIDEWALK
MATCH EXIST. GRADE GUTTER LINE
NEENAH 2'X8' TACTILE
WARNING PLATES
(WHERE NOTED)
8"
6" #53 STONE
(95% COMPACTION)
5" CONCRETE (4,500 PSI)
#4 DOWELS @
12" O.C. (1'-4" LONG)
8.33% MAX. SLOPE
1/2" EXPANSION JOINT MATERIAL
SIDEWALK RAMP - SECTION 1
MAX.
10:1 MAX
6"
6"
6'
-
0
"
5'-0"
5'-0"
10:1 1/
4
"
5'-0"
5'-0"
10:1
12
:
1
(
M
A
X
.
)
2'
-
0
"
5'-0"
PROVIDE 1/2" DIA. EPOXY COATED
DOWELS AND 1/4" EXPANSION
JOINT WITH SEALANT ON ALL
SIDES ADJACENT TO EXISTING
CONCRETE
5'-0"
PLAN
ELEVATION
ADA ACCESSIBLE CURB RAMP - TYPE "A" - DETAIL Q
NO SCALE
PER PLAN
PER PLAN
1
G4.3
PAVEMENT OVERLAY - DETAIL T
1" = 1'-0"
2'-0"2'-0"
TACK COAT
EXISTING GRANULAR BASE COURSE
EXISTING ASPHALT BINDER COURSE
NEW 1" HMA SURFACE,
TYPE A, 9.5 mm
PAVING FABRIC (PETROTAC 4591 OR
APPROVED EQUAL) WITH A MINIMUM
2' OVERLAP ON EITHER SIDE OF THE
EXISTING JOINT OR CRACK (TYP.)
REMOVE LOOSE MATERIAL AND FILL
EXISTING JOINT OR CRACK WITH
AE150 OR CRAFCO HOT RUBBER
SEALANT PRIOR TO PLACING PAVING
FABRIC (TYP.)
6
3
/
4
"
1'
-
0
3
/
4
"
6"
6"
4" COMPACTED
GRANULAR MATERIAL
2'-0"
COMPACTED SUBGRADE
1" = 1'-0"
NOTES:
1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
REVERSE CHAIRBACK
CURB & GUTTER - DETAIL J
FINISH
GRADE
R 1"
R 2"
SLOPE R 1/4"
TOP OF
PAVEMENT
6
3
/
4
"
1'
-
0
3
/
4
"
6"
6"
4" COMPACTED
GRANULAR MATERIAL
2'-0"
COMPACTED SUBGRADE
1" = 1'-0"
NOTES:
1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.
2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING AND
AT ENDS OF ALL RADII.
CHAIRBACK CURB & GUTTER - DETAIL K
FINISH
GRADE
R 1"
R 2"
SLOPE
R 1/4"
TOP OF
PAVEMENT
4"1'-0"
18
"
SEE PLAN
FOR RAILINGS REFER
TO 2/A10.5
4500 psi CONCRETE SIDEWALK
6x6, W2.9xW2.9, WWF (EPOXY COATED)
RAMP W/ HANDRAIL - DETAIL V
4" COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1.CONTROL JOINTS, EXPANSION JOINTS
AND EDGES OF SIDEWALK SHALL BE
HAND-TOOLED AFTER EACH FINISHING
OPERATION.
2.PROVIDE EXPANSION JOINT AT
INTERSECTION WITH ANOTHER
SIDEWALK, BETWEEN WALKS AND
BUILDINGS AND AT SUCH OTHER POINTS
AS INDICATED ON THE DRAWINGS.
3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @
48' MAX. & CONTROL JOINTS @ 6' MAX.
1.5% SLOPE
TOOLED CONTROL JOINT
R
1
"
SEE PLANS
6"
6"
6"
2'
-
1
1
1
/
2
"
45°
LOW PROFILE MONOLITHIC CURB AND WALK - DETAIL U
NO SCALE
6" OF COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT 48'-0" MAX. AND AT ENDS OF
RADII. CONTROL JOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED ON PLANS.
2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF TOTAL THICKNESS OF SLAB.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
1/
2
"
6"
6x6, W2.9xW2.9, WWF (EPOXY COATED)
4500 psi CONCRETE SIDEWALK
1.5% SLOPE
TOOLED CONTROL JOINT
R
1
"
SEE PLANS
4"
6"
6"
1'
-
6
"
45°
MONOLITHIC CURB AND WALK - DETAIL B
NO SCALE
4" OF COMPACTED #53 STONE
COMPACTED SUBGRADE
NOTES:
1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT
48'-0" MAX. AND AT ENDS OF RADII. CONTROL
JOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED
ON PLANS.
2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OF
TOTAL THICKNESS OF SLAB.
CURB
PAVING
WALK
TRANSVERSE
JOINTS
LONGITUDINAL
CONTROL JOINT
TOP OF
PAVEMENT
6"
6"
6x6, W2.9xW2.9, WWF (EPOXY COATED)
4,500 psi CONCRETE SIDEWALK
5" WALK SIMILAR TO
DETAIL A THIS SHEET
ADDENDUM NO. 2 08.23.20242
ADDENDUM NO. 3 08.30.20243
TAC COMMENTS 10-14-20244