HomeMy WebLinkAboutL-702 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
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 DETAILS
SECTION | CONCRETE PAVING JOINTS
1 1/2" = 1'-0"
1/4"
14"
12"
ISOLATION JOINT WITHIN PAVING ('IJ'):
ISOLATION JOINT @ VERTICAL CONSTRUCTION:
3"3"
NOTE:
DO NOT RETRACE TOOLED JOINTS
AFTER BROOM FINISH, UNLESS NOTED
OTHERWISE.
NOTE:
SAWCUT JOINT AS SOON AS POSSIBLE
AFTER THE CONCRETE HARDENS. THE
CONCRETE IS HARD ENOUGH WHEN THE
BLADE DOES NOT DISLODGE AGGREGATE
AND WHEN THE EDGES OF THE CUT DO
NOT RAVEL. COMPLETE SAWCUTTING
BEFORE SHRINKAGE BECOMES
SUFFICIENT TO PRODUCE CRACKING.
TOOLED ISOLATION JOINT (1/4" EDGE
RADIUS EACH SIDE) W/ PRE-FORMED JOINT
MATERIAL, ZIP-STRIP AND CONCRETE
PAVING JOINT SEALANT
CONCRETE PAVING
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)
18"L X 1/2"Ø SMOOTH JOINT DOWEL @ 24"
O.C. ROUND DOWEL MAY BE REPLACED
WITH A STANDARD PLATE DOWEL
INSTALLED PER MFR'S INSTRUCTIONS.
DRILL HOLE 1/8" LARGER THAN JOINT
DOWEL DIA. TO ALLOW FREE MOVEMENT
12"
BUILDING FACE,
STRUCTURE,
COLUMN, WALL,
ETC.
3"
NOTE:
DO NOT RETRACE TOOLED JOINTS
AFTER BROOM FINISH, UNLESS NOTED
OTHERWISE.
TOOLED ISOLATION JOINT (1/4" EDGE
RADIUS) W/ PRE-FORMED JOINT MATERIAL,
ZIP-STRIP AND CONCRETE PAVING JOINT
SEALANT
CONCRETE PAVING PER PLANS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)
18"L X 1/2"Ø SMOOTH JOINT DOWEL @ 24"
O.C. ACROSS BLDG. INGRESS/EGRESS
POINTS ONLY. ROUND DOWEL MAY BE
REPLACED WITH A STANDARD PLATE
DOWEL INSTALLED PER MANUFACTURER'S
INSTRUCTIONS.
DRILL HOLE 1/8" LARGER THAN JOINT
DOWEL DIA. TO ALLOW FREE MOVEMENT
CONTRACTION JOINT 'A' ('CJ-A') - SINGLE CUT JOINT:
18"1"MIN.NOTE:
SAWCUT JOINT AS SOON AS POSSIBLE
AFTER THE CONCRETE HARDENS. THE
CONCRETE IS HARD ENOUGH WHEN THE
BLADE DOES NOT DISLODGE AGGREGATE
AND WHEN THE EDGES OF THE CUT DO
NOT RAVEL. COMPLETE SAWCUTTING
BEFORE SHRINKAGE BECOMES
SUFFICIENT TO PRODUCE CRACKING.
SAWCUT CONTRACTION JOINT
CONCRETE PAVING PER PLANS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)14"34"5 8"'DOUBLE CUT' SAWCUT CONTRACTION
JOINT W/ 1/4" ENTRY CUT AND 5/8" OVERALL
WIDTH (OR AS APPROVED)
CONCRETE PAVING PER PLANS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)
NOTE:
DO NOT RETRACE TOOLED JOINTS
AFTER BROOM FINISH, UNLESS NOTED
OTHERWISE.
TOOLED CONTRACTION JOINT W/ 1/4" EDGE
RADIUS (EACH SIDE)
CONCRETE PAVING PER PLANS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)
CONTRACTION JOINT 'B' ('CJ-B') - DOUBLE-CUT JOINT:
CONTRACTION JOINT 'C' ('CJ-C') - TOOLED EDGE RADIUS:
CONSTRUCTION JOINT - TONGUE AND GROOVE W/ TOOLED EDGE RADIUS:
3"3"
NOTE:
DO NOT RETRACE TOOLED JOINTS
AFTER BROOM FINISH, UNLESS NOTED
OTHERWISE.
TOOLED CONSTRUCTION JOINT W/ 1/4"
EDGE RADIUS (EACH SIDE)
CONCRETE PAVING PER PLANS
WELDED-WIRE REINFORCEMENT PER
PAVING DETAIL (IF REQUIRED BY SPEC.)
TRAPEZOIDAL SHAPE FORMED KEYWAY
1"MIN.1"MIN.A1
P-22014-09L-702
SECTION | CONCRETE PAVING (HEAVY DUTY)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
3.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
4.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
A1 L-702
A2 L-702
A4 L-7028"6"COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
WELDED-WIRE
REINFORCEMENT PLACED
MID-DEPTH (IF REQUIRED BY
SPECIFICATIONS)
CONCRETE PAVING (FINISH PER
PLANS AND SPECIFICATIONS)
L-702 P-22014-10
D2 SECTION | CONCRETE PAVING (MEDIUM DUTY)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
3.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
4.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
A1 L-702
A2 L-702
A4 L-7026"6"COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
WELDED-WIRE
REINFORCEMENT PLACED
MID-DEPTH (IF REQUIRED BY
SPECIFICATIONS)
CONCRETE PAVING (FINISH PER
PLANS AND SPECIFICATIONS)
L-702 P-22014-95
D4 SECTION | CONCRETE PAVING (LIGHT DUTY)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
3.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
4.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
A1 L-702
A2 L-702
A4 L-7025"4"COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
WELDED-WIRE
REINFORCEMENT PLACED
MID-DEPTH (IF REQUIRED BY
SPECIFICATIONS)
CONCRETE PAVING (FINISH PER
PLANS AND SPECIFICATIONS)
L-702 P-22014-96
D6
1"CLR.45°1'-6"1'-6"1'-6"1'-6"PLAN DETAIL | CONCRETE PAVING REINFORCING
1 1/2" = 1'-0"
SPECIAL CONDITIONS
REENTRANT (INSIDE) CORNER REINFORCING:
DISCONTINUOUS JOINT REINFORCING:
1"
CLR.
EDGE OF CONCRETE PAVING
-OR- ISOLATION JOINT
BETWEEN CONCRETE SLAB
AND BUILDING OR SITE
FEATURE FORMING A
REENTRANT CORNER
SINGULAR CONCRETE SLAB
POUR (WITH ABSENCE OF
JOINTS) AS FINAL SURFACE
MATERIAL OR SUBSTRATE FOR
ALTERNATE FINISH MATERIAL
SUCH AS UNIT PAVING
BUILDING COLUMN, PLANTING
AREA, TREE GRATE OR OTHER
SITE FEATURE RESULTING IN A
CONCRETE SLAB PENETRATION
(2) #4 @ TOP & BOTTOM
·1" CLR. FROM TOP
·2" CLR. FROM BOTTOM
·SEE NOTES 2 & 3
REENTRANT CORNER
SINGULAR CONCRETE SLAB
POUR AS FINAL SURFACE
MATERIAL OR SUBSTRATE FOR
ALTERNATE FINISH MATERIAL
SUCH AS UNIT PAVING
(2) #4 @ TOP & BOTTOM
·1" CLR. FROM TOP
·2" CLR. FROM BOTTOM
·SEE NOTES 2 & 3
CONTRACTION OR
CONSTRUCTION JOINT PER
PLANS AND DETAILS (THE
PRESENCE OF AN ISOLATION
JOINT WOULD NEGATE THE
NEED FOR DISTCONTINUOUS
JOINT REINFORCING)
DISCONTINUOUS
CONTRACTION OR
CONSTRUCTION JOINT
(TERMINATES AT JOINT
RUNNING IN OPPOSITE
DIRECTION)
NOTES:
1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT
ALLOW FOR MOVEMENT.
3.BOTTOM REINFORCEMENT IS REQUIRED ONLY FOR SLABS GREATER THAN OR
EQUAL TO 6-INCHES IN DEPTH. TOP REINFORCEMENT IS REQUIRED AT ALL
INSTANCES.
A2
P-22014-97L-702
PLAN DETAIL | CONCRETE PAVING REINFORCING
1 1/2" = 1'-0"
SLAB PENETRATIONS
NOTES:
1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT
ALLOW FOR MOVEMENT.
3.BOTTOM REINFORCEMENT IS REQUIRED ONLY FOR SLABS GREATER THAN OR
EQUAL TO 6-INCHES IN DEPTH. TOP REINFORCEMENT IS REQUIRED AT ALL
INSTANCES.
CIRCULAR SLAB PENETRATION REINFORCING:1"CLR.1"CLR.45°1'-6"1'-6"RECTANGULAR SLAB PENETRATION REINFORCING:
ISOLATION JOINT BETWEEN
CONCRETE SLAB AND
CIRCULAR-SHAPED
SLAB-PENETRATING SITE
FEATURE
SINGULAR CONCRETE SLAB AS
FINAL SURFACE MATERIAL OR
SUBSTRATE FOR ALTERNATE
FINISH MATERIAL SUCH AS UNIT
PAVING
BUILDING COLUMN, PLANTING
AREA, TREE GRATE, UTILITY
STRUCTURE FRAME AND
CASTING, BOLLARD, LIGHT
POLE BASE OR OTHER SITE
FEATURE RESULTING IN A
CONCRETE SLAB PENETRATION
(2) #4 HOOPS W/ 8" LAP EACH @
TOP & BOTTOM
·1" CLR. FROM TOP
·2" CLR. FROM BOTTOM
·SEE NOTES 2 & 3
ISOLATION JOINT BETWEEN
CONCRETE SLAB AND
RECTANGULAR-SHAPED
SLAB-PENETRATING SITE
FEATURE
SINGULAR CONCRETE SLAB AS
FINAL SURFACE MATERIAL OR
SUBSTRATE FOR ALTERNATE
FINISH MATERIAL SUCH AS UNIT
PAVING
BUILDING COLUMN, PLANTING
AREA, TREE GRATE, UTILITY
STRUCTURE FRAME AND
CASTING, BOLLARD, LIGHT
POLE BASE OR OTHER SITE
FEATURE RESULTING IN A
CONCRETE SLAB PENETRATION
(2) #4 @ TOP & BOTTOM
·1" CLR. FROM TOP
·2" CLR. FROM BOTTOM
·SEE NOTES 2 & 3
IMPLIED REENTRANT CORNER
A4
P-22014-98L-702
SECTION | CONCRETE PAVING (EDGE TRANSITION)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.COMPLY WITH PRIMARY CONCRETE PAVING SECTION DETAILS AS IDENTIFIED ON
PLANS.
3.'CT' = NOMINAL CONCRETE PAVING THICKNESS.
4.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
5.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
6.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
A1 L-702
A2 L-702
A4 L-702'CT'2"COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE PER CONCRETE
PAVING DETAIL(S)
WELDED-WIRE
REINFORCEMENT PLACED
MID-DEPTH (IF REQUIRED BY
SPECIFICATIONS)
CONCRETE PAVING (FINISH PER
PLANS AND SPECIFICATIONS)
8"4"
3"
CLR.1/4" EDGE RADIUS
FINISH GRADE
2"
PLANTING SOIL MIX PER PLANS
AND SPECIFICATIONS
L-702 P-22014-93
C6
SECTION | CONC. PAVING (ON STRUCTURAL SOIL)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.CONCRETE PAVING DEPTH SHALL BE 5" FOR LIGHT-DUTY, 6" FOR MEDIUM-DUTY, AND
8" FOR HEAVY-DUTY.
3.CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE
FOR JOINT DETAILS.
4.REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE
FOR REENTRANT CORNER REINFORCING DETAILS.
5.PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE
FOR PIPE PENETRATION REINFORCING DETAILS.
A1 L-702
A2 L-702
A4 L-702
COMPACTED SUBGRADE
COMPACTED STRUCTURAL SOIL
WELDED-WIRE
REINFORCEMENT PLACED
MID-DEPTH (IF REQUIRED BY
SPECIFICATIONS)
CONCRETE PAVING (FINISH PER
PLANS AND SPECIFICATIONS)SEE NOTENo. 2VARIES (SEE PLANS& SITE SECTIONS)L-702 P-22014-94
A6
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-702
1 ADDENDUM #1 09/28/23
2 ADLS SUBMISSION 10/17/23
3/28/2024