HomeMy WebLinkAboutL-763 Site ElevationsOwner
Mechanical / Electrical / Plumbing Engineer
Civil Engineer
Architect / Landscape Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Kite Realty Group
Republic Airways
Headquarters
12201 N. Meridian St.
Carmel, Indiana 46032
Structural Engineer
1717 E 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
McComas/O'donnell Naccarato
22014.000
9229 Delegates Row, Suite 150
Indianapolis, Indiana 46240
317-781-6200
Circle Design Group
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
815 East 65th Street, #200
Indianapolis, Indiana 46220
Pure Development
SITE ELEVATIONS
ELEVATION | PRECAST WALL TYPE C
3/8" 1'-0"
T/WALL
862.49
FINISH GRADE
860.49
T/WALL
864.00
4" MIN.1' 6 1/4"2'-0"2"MIN. BEFORE
RADIUS, TYP.
65'-8" FLATTENED. PROVIDE 9 WALL BLOCKS
FINISH GRADE
860.86
T/WALL
864.00
3' 1 1/2"4" MIN.MEET FLUSH W/
CONCRETE CURB
R5'
R80'
TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
(2) S.S. DOWELS PER PIECE OR
AS REQ'D TO SECURE BLOCK TO
CONCRETE FOOTING; INCLUDE
RECOMMENDATION IN SHOP
DRAWINGS, FILL VOIDS W/ EPOXY
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT SLOPES FROM
FINISH GRADE TO SEATING HEIGHT
PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
FINISH GRADE
(2) S.S. DOWELS PER EACH
END OF BLOCK TO SECURE
TO ADJACENT BLOCK, TYP.
REINFORCED CONCRETE
FOOTING
R5'
R60'
B6
L-708
B6
L-708
B1
P-22014-193L-763
ELEVATION | PRECAST WALL TYPE A
3/8" 1'-0"
8'-8"
MEET FLUSH W/
CONCRETE EDGING
B/WALL/FINISH
GRADE
861.77
T/WALL
864.15
4" MIN.2'-412"2"MIN. BEFORE
RADIUS, TYP.
R5'
R40'TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
(2) S.S. DOWELS PER PIECE OR
AS REQ'D TO SECURE BLOCK TO
CONCRETE FOOTING; INCLUDE
RECOMMENDATION IN SHOP
DRAWINGS, FILL VOIDS W/ EPOXY
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT SLOPES FROM
FINISH GRADE TO SEATING HEIGHT
PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
FINISH GRADE (2) S.S. DOWELS PER EACH
END OF BLOCK TO SECURE
TO ADJACENT BLOCK, TYP.
REINFORCED CONCRETE
FOOTING
R5'
R40'
B/WALL/ FINISH
GRADE 861.07
68'-4" FLATTENED. PROVIDE 9 WALL BLOCKS
A6
L-708A6
L-708
A6
L-708
A1
P-22014-192L-763
ELEVATION | PRECAST WALL TYPE B
3/8" 1'-0"
B/WALL/T/CURB
860.95
T/WALL
863.16
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
R30'
R5'
2"MIN. BEFORE
RADIUS, TYP.
34' 3 1/2" FLATTENED. PROVIDE 4 WALL BLOCKS
B/WALL/T/CURB
861.34
T/WALL
863.16
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
R30'
R5'1' 10 1/2"4" MIN.PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
FINISH GRADE(2) S.S. DOWELS PER PIECE OR
AS REQ'D TO SECURE BLOCK TO
CONCRETE FOOTING; INCLUDE
RECOMMENDATION IN SHOP
DRAWINGS, FILL VOIDS W/ EPOXY
(2) S.S. DOWELS PER EACH
END OF BLOCK TO SECURE
TO ADJACENT BLOCK, TYP.
REINFORCED CONCRETE
FOOTING4" MIN.2' 2 1/2"4" MIN.B4
L-708
A4
L-708
C1
P-22014-194L-763
ELEVATION | PRECAST WALL TYPE D
3/8" 1'-0"
B/WALL/T/CURB
861.28
T/WALL
863.95
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
R12'
R5'4" MIN.2"MIN. BEFORE
RADIUS, TYP.
35'-2" FLATTENED. PROVIDE 5 WALL BLOCKS
B/WALL/T/CURB
861.66
T/WALL
863.95
MEET FLUSH W/
CONCRETE CURB
TRANSITION WALL SEGMENT
SLOPES FROM FINISH
GRADE TO SEATING HEIGHT
R12'
R5'2' 3 1/2"4" MIN.PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
FINISH GRADE(2) S.S. DOWELS PER PIECE OR
AS REQ'D TO SECURE BLOCK TO
CONCRETE FOOTING; INCLUDE
RECOMMENDATION IN SHOP
DRAWINGS, FILL VOIDS W/ EPOXY
(2) S.S. DOWELS PER EACH
END OF BLOCK TO SECURE
TO ADJACENT BLOCK, TYP.
REINFORCED CONCRETE
FOOTING2' 8"D6
L-708 D4
L-708
D1
P-22014-195L-763
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-763
1 ADDENDUM #1 09/28/23
2 ADLS SUBMISSION 10/17/23
3/28/2024