HomeMy WebLinkAboutL-708 Site DetailsOwner
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
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
815 East 65th Street, #200
Indianapolis, Indiana 46220
Pure Development
SITE DETAILS
T/WALL
SEE ELEVATION
VARIES
(1'4" MIN.)VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EXPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
VARIESUNIT PAVING,
SEE PLANS
CONCRETE PAVING, SEE PLANSVARIES
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"VARIES 3"
1
4" EASED EDGE (ALL CORNERS)
T/GRADE BEAM
SEE ELEVATION 4"MINISOLATION JOINT
(SEE DETAIL )A1/L-702
L-708 P-22014-169
B6
VARIES
(1'4" MIN.)VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EXPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
VARIESPLANTING AREA VARIESNOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"VARIES 3"
1
4" EASED EDGE (ALL CORNERS)4"MINISOLATION JOINT
(SEE DETAIL )A1/L-702
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
T/WALL
SEE ELEVATION
T/GRADE BEAM
SEE ELEVATION
UNIT PAVING, SEE PLANS
D6
P-22014-196L-708
VARIES
(1'4" MIN.)VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EXPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
VARIESPLANTING AREA
CONCRETE PAVING,
SEE PLANSVARIES
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"VARIES 3"
1
4" EASED EDGE (ALL CORNERS)4"MINISOLATION JOINT
(SEE DETAIL )A1/L-702
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
T/WALL
SEE ELEVATION
T/GRADE BEAM
SEE ELEVATION
B4
P-22014-198L-708
VARIES
(1'4" MIN.)VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EXPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
VARIESPLANTING AREA
SYNTHETIC LAWN
(SEE DETAIL )
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"VARIES 3"
1
4" EASED EDGE (ALL CORNERS)
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
E6/L-751VARIES
4"MINT/WALL
SEE ELEVATION
T/GRADE BEAM
SEE ELEVATION
A4
P-22014-199L-708
VARIES
(1'4" MIN.)VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EXPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
VARIESPLANTING AREA
NATURAL LAWN
(SEE PLANS)VARIESNOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"VARIES 3"
1
4" EASED EDGE (ALL CORNERS)
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
T/WALL
SEE ELEVATION
T/GRADE BEAM
SEE ELEVATION
A6
P-22014-200L-708
1" MORTAR
SETTING BED
SYNTHETIC LAWN,
(SEE DETAIL )
6"L #5 EPOXIED STAINLESS
STEEL MASONRY DOWEL @ 12"
O.C., MIN. (2) PER STONE, TYP.3'-0"6"CONCRETE PAVING,
SEE PLANS
PRECAST ARCHITECTURAL
CONCRETE TREAD W/ ANTI-SLIP
FINISH, TYP. (SPEC. 034500)
SECTION | PRECAST ARCH. CONCRETE STAIR
3/4" 1'-0"
1" = 1'-0"
1
2" DEPTH JOINT SEALANT
BACKER ROD
512"12"1"2"
VARIES
1'-0"
3'-4"
1'-0"
VARIES
6"E.Q.E.Q.#5 NOSING BAR, TYP.3"CLR.3"
CLR.3'-1012"
3"
CLR.
1'-4"
ISOLATION JOINT
SEE DETAIL ( )A1/L-702
#5 @ 12" O.C.
(6) #5 CONTINUOUS
#5 @ 12" O.C. (EACH FACE)
#5 DOWEL W/ STD. HOOK
@ 12" O.C. (EACH FACE)
PRECAST CONCRETE WALL,
BEYOND (SEE DETAIL )A5/L-712
6"T/STAIR
861.48
B/FOUNDATION
856.98
B/STAIR
859.98
E6/L-751
L-708 P-22014-216
A2
ELEVATION | PRECAST WALL
3/8" 1'-0"
T/GRADE BEAM
861.25
T/WALL
864.25
PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
(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.4" MIN.2'-8"16'-6" (PROVIDE 4 EQUAL WALL BLOCKS)
4'-112", TYP.
B6
L-708
D6
L-708REINFORCED CONCRETE FOOTING,
SEE STRUCT. DWGS.
FINISH GRADE,
SEE GRADING PLANS
B2
P-22014-241L-708
ELEVATION | PRECAST WALL
3/8" 1'-0"
T/GRADE BEAM
861.04
T/WALL
864.04
PRECAST ARCHITECTURAL
CONCRETE, TYP.
(SPEC.034500)
FINISH GRADE,
SEE GRADING PLANS
(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 FOOTING,
SEE STRUCT. DWGS.4" MIN.2'-8"16'-0" (PROVIDE 4 EQUAL WALL BLOCKS)
4'-0", TYP.
B6
L-708 B4
L-708
D2
P-22014-242L-708
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-708
1 ADLS SUBMISSION 10/17/23
2 CITY COMMENTS 12/08/23
2
3/28/2024