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Home My WebLink AboutL-702 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 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-21040-17L-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 A2 P-21040-18L-702 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. A4 P-21040-19L-702 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 A4 L-702 A2 L-7026"6"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-14 A6 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 A4 L-702 A2 L-7026"8"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-15 B6 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 A4 L-702 A2 L-7028"8"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-16 D6 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-702 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 3 3 3 3 3 3