HomeMy WebLinkAboutL-764 Site Details - General Site DevelopmentOwner
Mechanical / Plumbing Design / Builder
Civil Engineer
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
Corporate Campus
12197 N. Meridian St.
Carmel, Indiana 46032
Structural Engineer
1717 E 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
McComas/O'donnell Naccarato
21040.000
6831 E 32nd Street
Indianapolis, Indiana 46226
DEEM LLC
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
Electrical Design/Builder
1934 N. Illinois Street
Indianapolis, Indiana 46202
Barth Electric Co., Inc.
SITE DETAILS -
GENERAL SITE
DEVELOPMENT
SECTION | PRECAST ARCH. CONCRETE PLANTER
3/4" 1'-0"
B/FOOTING
858.07'
T/GRADE BEAM
861.07'
T/WALL
863.90'
1'-0"2'-10"2'-0"VARIESD6/L-702VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
(4) 2'L X 1
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, EMBED 12" IN
CONCETE MIN. (2) PER STONE
@ QUARTER POINT
1" MORTAR SETTING BED
HEAVY-DUTY CONCRETE PAVING
SEE DETAIL
1'-0"5'-312"ANGLE IRONS AT JOINTS TO
PREVENT OVERTURNING
LIGHT-DUTY CONCRETE PAVING
SEE DETAIL A6/L-702
1
4" EASED EDGE (ALL CORNERS)
(3) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
FOOTING:
C-I-P CONCRETE (SPEC. 033053)
(3) #5 CONT.
3"2'-6"3"1'-0"3" CLR.A2
P-21040-116L-764
B/GRADE BEAM
858.07
T/GRADE BEAM
861.07
T/WALL
862.90'
1'-8"1'-10"3'-0"ARCHITECTURAL 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
VARIESMEDIUM-DUTY UNIT PAVING
SEE DETAIL
LIGHT-DUTY CONCRETE PAVING
SEE DETAIL A6/L-702VARIES
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"1'-2"3"
1
4" EASED EDGE (ALL CORNERS)
B2/L-701
C4
P-21040-118L-764
B/GRADE BEAM
858.35'
T/GRADE BEAM
861.35'
T/WALL
863.10'
1'-0"1'-8"3'-0"ARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST
ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.
2.PROVIDE SHOP DRAWINGS FOR PRECAST AND STEEL BENCH SUPPORTS.VARIESLIGHT-DUTY CONCRETE
PAVING SEE DETAIL
HEAVY-DUTY CONCRETE PAVING
SEE DETAIL D6/L-702
A6/L-702
VARIESSECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"3"CLR.3"6"3"
2"X6" THERMALLY MODIFIED ASH SLATS W/ 3
8"
JOINT AND 1" D. BULLNOSE ON TOP ONLY, 1
SIDE. ANCHORED W/ 3" S.S. SCREW TO
FRAMING OR PRECAST ARCH. CONCRETE
EVERY 12" O.C.
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)
1'-2"3"BACK OF WOODEN BENCH AND
BACK OF PRECAST WALL ARE
TO ALIGN
2" DIAGONAL BRACE W/ 1
8" THICK PLATE,
CONTINUOUS WELD, HOT DIP GALVANIZED W/ HIGH
PERFORMANCE COATING, BOLTED INTO PRECAST
ARCH. CONCRETE WALL.
3"X3" HOT DIP GALVANIZED W/ HIGH PERFORMANCE
COATING TUBE FRAMING PROVIDED AS REQUIRED
TO ENSURE ASH SLATS HAVE A MAXIMUM SPAN OF
2' BETWEEN SUPPORT PROVISIONS.
3"x3" HOT DIP GALVANIZED W/ HIGH
PERFORMANCE COATING TUBE FRAMING W/
FASCIA BOARD ATTACHED
3"X3" HOT DIP GALVANIZED W/ HIGH PERFORMANCE
COATING TUBE FRAMING
3"X3" HOT DIP GALVANIZED W/ HIGH PERFORMANCE
COATING TUBE FRAMING
C6
P-21040-115L-764
B/GRADE BEAM
858.65
T/GRADE BEAM
861.65
T/WALL
863.90'
1'-8"2'-3"3'-0"ARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
12"L X 1
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BED
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESSECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
MEDIUM-DUTY UNIT PAVING
SEE DETAIL LIGHT-DUTY CONCRETE PAVING
SEE DETAIL A6/L-702VARIES1
4" EASED EDGE (ALL CORNERS)
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"1'-2"3"
A6/L-701
A6
P-21040-114L-764
MEDIUM-DUTY UNIT PAVING
SEE DETAIL
12"L X 1
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
12"L X 12"Ø JOINT DOWEL @ 24"
O.C.; DRILL HOLE IN STAIR
CONCRETE 1/8" LARGER THAN
JOINT DOWEL DIAMETER TO
ALLOW FOR FREE MOVEMENT
LIGHT-DUTY
CONCRETE PAVING
SEE DETAIL PRECAST ARCHITECTURAL
CONCRETE TREAD W/ ANTI-SLIP
FINISH, TYP. (SPEC. 034500)
A6/L-702
B/ GRADE BEAM
858.27'
T/ GRADE BEAM
861.27'
T/ STAIR
862.20'
8"8"
861.53'
COMPACTED STRUCTURAL
SOIL (SPEC. 329119)
T/WALL
862.90'
1" MORTAR SETTING BED
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
2'-8"VARIES1'-8"3'-0"(4) #5 CONT. (EACH FACE)
#5 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)
1
4" EASED EDGE (ALL CORNERS)3"CLR.3"2'-2"3"
B2/L-701
E1
P-21040-133L-764 B/GRADE BEAM
858.07
T/GRADE BEAM
861.07
T/WALL
863.90'
1'-0"2'-10"3'-0"ARCHITECTURAL PRECAST
CONCRETE (Spec. 034500)
12"L X 1
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE @
QUARTER POINT
1" MORTAR SETTING BEDVARIES
MEDIUM-DUTY UNIT PAVING
SEE DETAIL
HEAVY-DUTY CONCRETE PAVING
SEE DETAIL D6/L-702VARIES
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL
INFORMATION RELATED TO PRECAST ARCHITECTURAL
CONCRETE AND UNIT PAVING, RESPECTIVELY.
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"
(4) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
GRADE BEAM:
C-I-P CONCRETE (SPEC. 033053)3"CLR.3"6"3"
1
4" EASED EDGE (ALL CORNERS)
B2/L-701
E4
P-21040-119L-764
D6/L-702VARIESARCHITECTURAL PRECAST
CONCRETE (SPEC. 034500)
(4) 2'L X 3
4"Ø EPOXIED
STAINLESS-STEEL MASONRY
DOWEL, EMBED 12" IN
CONCRETE, MIN. (2) PER STONE
1" MORTAR SETTING BED
HEAVY-DUTY CONCRETE PAVING
SEE DETAIL
1'-4"
SECTION | PRECAST ARCH. CONCRETE WALL
3/4" 1'-0"2'-10"8"1'-0"
B/FOOTING
858.07'
T/GRADE
BEAM
861.07'
T/WALL
863.90'2'-0"SLOT DRAIN
(3) #4 CONT. (EACH FACE)
#4 @ 12" O.C. (EACH FACE)
FOOTING:
C-I-P CONCRETE (SPEC. 033053)3"CLR.5"2'-2"5"
1
4" EASED EDGE (ALL CORNERS)1'-0"(3) #5 CONT.
E6
P-21040-117L-764
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
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-764
1 PERMIT SET 11/19/21
2 CD SET 12/17/21
3 BULLETIN SET 4 02/04/22
3
PRECAST ARCHITECTURAL CONCRETE WALL
2"X6" THERMALLY MODIFIED ASH SLATS W/ 3
8" JOINT
AND 3" S.S. SCREW TO FRAMING EVERY 12" O.C. TYP.
2"X6" THERMALLY MODIFIED ASH FINISHED
FACE W/ 1" D. BULLNOSE ON TOP ONLY.
3"X3" HOT DIP GALVANIZED W/ HIGH
PERFORMANCE COATING TUBE FRAMING
STRIP FOOTER
COMPACTED #53 CRUSHED LIMESTONE BASE
6"1'-0"10"2'-0"2'-0"6"5'-2"VARIES
SEE SPECIALTY PAVING DRAWINGSBATTERED FACE
8
2
°
1'-0"
3
8" REBAR DRILLED AND EPOXIED INTO STRIP
FOOTING EVERY 12" O.C.
NOTES:
1.SITE FURNISHINGS MANUFACTURER TO PROVIDE
DESIGN ASSIST FOR EACH SEAT WALL DETAIL.
2.PROVIDE SHOP DRAWINGS FOR PRECAST AND
STEEL BENCH SUPPORTS.2'-6"5"1112"
6"L X 1
4"Ø STAINLESS-STEEL MASONRY DOWEL,
MIN. (2) PER STONE
SECTION | PRECAST ARCHITECTURAL CONCRETE WALL A
1/2" 1'-0"
4'-6"
E.Q.
3"3"
(5) #5 CONT.
#5 CONT. @ 12" O.C.8"2" DIAGONAL BRACE W/ 1
8" THICK PLATE,
CONTINUOUS WELD, HOT DIP GALVANIZED W/
HIGH PERFORMANCE COATING, BOLTED INTO
PRECAST ARCH. CONCRETE WALL.
3"X3" HOT DIP GALVANIZED W/ HIGH PERFORMANCE
COATING TUBE FRAMING PROVIDED AS REQUIRED TO
ENSURE ASH SLATS HAVE A MAXIMUM SPAN OF 2'
BETWEEN SUPPORT PROVISIONS.
3"x3" HOT DIP GALVANIZED W/ HIGH PERFORMANCE
COATING TUBE FRAMING W/ FASCIA BOARD ATTACHED
C1
P-21040-135L-764
3
3