HomeMy WebLinkAboutL-703 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 | CONCRETE STAIRWAY (6-INCH RISERS)
3/4" 1'-0"
VARIES - SEE PLANS FOR
QUANTITY OF EQUAL TREADS AND RISERS
T/STAIR
SEE PLANS
T/PAVING
SEE PLANSEQUAL RISER HEIGHTS - REFER TOPLANS FOR TOTAL ELEVATIONCHANGE AND QUANTITY OF RISERSNOTES:
1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.REFER TO GRADING PLANS FOR "TOP OF STAIR" AND "TOP OF PAVING" ELEVATIONS. "TOP OF PAVING"
ELEVATION SHALL ALSO DENOTE "BOTTOM OF STAIR" ELEVATION.
3.THIS DETAIL IS INTENDED TO APPLY TO STAIRWAYS WITH ANY NUMBER OF TREAD AND RISERS. REFER TO
SITE FEATURES AND/OR GRADING PLANS FOR THE QUANTITY OF TREADS AND RISERS AT EACH STAIRWAY.
4.STAIRWAY CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CURRENT LOCAL, STATE AND FEDERAL
CODES AND LAWS, INCLUDING BUT NOT LIMITED TO ADAAG AND INTERNATIONAL BUILDING CODE. WHERE
CONFLICTS EXIST, THE MORE RESTRICTIVE REQUIREMENT IS TO BE FOLLOWED. NOTIFY THE LANDSCAPE
ARCHITECT OF ANY CONCERNS WELL IN ADVANCE OF CONSTRUCTION.
5.TREADS SHALL NOT SLOPE MORE THAN 2% IN ANY DIRECTION, BUT SHALL HAVE MINIMUM WASH INDICATED.
6.KEYED CONSTRUCTION JOINT SHOWN IS OPTIONAL. THE STAIRWAY MAY BE CONSTRUCTED AS A SINGLE
POUR BY THE CONTRACTOR AS DESIRED.
7.REFER TO OTHER DETAILS FOR HANDRAILS.
1'-0"
6"6"3'-0"2'-6"6"1'-8"3"CLR.TOP TREAD
1% WASH
'R'KEYED CONSTRUCTION JOINT
(OPTIONAL)
CONCRETE TURN-DOWN
FOOTING
CONCRETE STAIR W/
TRANSVERSE MEDIUM BROOM
FINISH
1'-8"
CONCRETE PAVING PER PLANS
8
0
°
CONTRACTION JOINT 'C
(REFER TO "CONCRETE PAVING
JOINT DETAILS")
ISOLATION JOINT
(REFER TO "CONCRETE PAVING
JOINT DETAILS")
#5 CONT. @ 12" O.C.
#5 BENT REBAR @ 12" O.C.
#5 DOWEL @ 12" O.C. W/ 2'-8"
MINIMUM LAP
CONCRETE PAVING PER PLANS
W/ THICKENED EDGE FOR
GROUND-MOUNT HANDRAIL
POST
COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
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
7"6"3"CLR.HANDRAIL PER PLANS
(BEYOND)
1'-0"
TYPICAL
TREAD
#4 (EPOXY-COATED) CONT. @
NOSING (2" CLR.)
12" RADIUS (MAX.)
TYPICAL RISER ('R') PER PLANS
COMPACTED CRUSHED
STONE BASE COURSE
L-703 P-21040-29
A4
SECTION | CONCRETE CURB (VERTICAL)
3/4" 1'-0"
BATTERED FACE
NOTES:
1.SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.TYPICAL EXPOSED CURB FACE IS 6", BUT INSTANCES OF MORE OR LESS EXPOSED
CURB FACE MAY BE REQUIRED. REFER TO GRADING PLANS FOR VARIANCES.
MAXIMUM EXPOSED CURB FACE SHALL BE 8".
3.CONCRETE CURB JOINTS:
3.1.SINGLE-ENTRY SAWCUT CONTRACTION JOINTS (1" DEPTH) LOCATED 10'-0" O.C.,
UNLESS NOTED OTHERWISE, SHALL BE PROVIDED.
3.2.CONTRACTION AND ISOLATION JOINTS SHALL ALIGN WITH SUCH JOINTS FOR
ADJOINING CONCRETE PAVING AS SHOWN ON PLANS. SEE FOR
ADDITIONAL INFORMATION.
6"1'-8"6"9"4"4"
COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
ASPHALT (OR OTHER) PAVING
(REFER TO PLANS FOR TYPE)
6"L X 12"Ø JOINT DOWEL @ 24"
O.C.; DRILL HOLE IN CURB
CONCRETE 18" LARGER THAN
JOINT DOWEL DIAMETER TO
ALLOW FOR FREE MOVEMENT
ISOLATION JOINT, IF
APPLICABLE (REFER TO
"CONCRETE PAVING
JOINT DETAILS")CONCRETE CURB
A1 L-702R2"6"CONCRETE (OR OTHER) PAVING
-OR- PLANTING AREA (REFER
TO PLANS)
14" EDGE RADIUS
L-703 P-21040-50
E2
SECTION | PLANTER CURB
1 1/2" 1'-0"
8"
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING,
RESPECTIVELY.
ISOMETRIC VIEW @ CORNER:7"12"4"3 8" WIDE JOINT W/ 12" DEPTH
JOINT SEALANT AND BACKER
ROD, TYP. (SPEC. 079200)
COMPACTED STRUCTURAL SOIL
(SPEC. 329119)
CONCRETE PAVING WITH
THICKENED EDGE - SEE PLANS
(SPEC. 321316)
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE
JOINT SEALANT W/ BACKER
ROD, TYP. (SPEC. 079200)
12" DEPTH MANUFACTURED
SOIL MIX (SPEC. 329119)
MORTAR SETTING BED
FINISH GRADE
2" DEPTH ORGANIC MULCH
(SPEC. 329300)
ARCHITECTURAL PRECAST
CONCRETE
(SPEC. 034500)
GEOTEXTILE
L-703 P-21040-28
D4 SECTION | PLANTER CURB
1 1/2" 1'-0"6"3"34"4"8"
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING,
RESPECTIVELY.
2.UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN
ACCORDANCE WITH THE SPECIFICATIONS.
3.DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL
PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF.
ISOMETRIC VIEW @ CORNER:
3 8" WIDE JOINT W/ 12" DEPTH
JOINT SEALANT AND BACKER
ROD, TYP. (SPEC. 079200)
COMPACTED STRUCTURAL SOIL
(SPEC. 329119)
CONCRETE PAVING FOR UNIT
PAVER SUBSTRATE W/
THICKENED EDGE (SEE PLANS)
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE
TACK COAT FOR SETTING BED
12" DEPTH MANUFACTURED
SOIL MIX (SPEC. 329119)
BITUMINOUS SETTING BED
MASTIC ADHESIVE
FINISH GRADE
2" DEPTH ORGANIC MULCH
(SPEC. 329300)
ARCHITECTURAL PRECAST
CONCRETE
(SPEC. 034500)
SCHEDULED UNIT PAVING
(SEE PLANS)
GEOTEXTILE
L-703 P-21040-27
D6
2
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-703
1 PERMIT SET 11/19/21
2 CD SET 12/17/21