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Home My WebLink AboutL-701 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 | UNIT PAVING (MEDIUM DUTY) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 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. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE. TACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 3 4" BITUMINOUS SETTING BED FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) COMPACTED No. 53 STONE BASE6"8"34"3"L-701 P-21040-08 A6 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION'UT''CT'2X 8"'CT'XTACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 3 4" BITUMINOUS SETTING BED CONCRETE JOINT DOWEL PER CONCRETE PAVING JOINT DETAILS COMPACTED No. 53 STONE BASE SCHEDULE CONCRETE PAVING W/ THICKENED EDGE (SEE PLANS) FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.COMPLY WITH PRIMARY UNIT PAVING SECTION DETAILS IDENTIFIED ON PLANS. 3.'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. L-701 P-21040-10 B6 SECTION | UNIT PAVING (HEAVY DUTY) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 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. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.8"8"34"3"TACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 3 4" BITUMINOUS SETTING BED FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) COMPACTED No. 53 STONE BASE L-701 P-21040-43 A4 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.COMPLY WITH PRIMARY UNIT PAVING SECTION DETAILS IDENTIFIED ON PLANS. 3.'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 4.SUBMIT PRODUCT DATA FOR PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT FOR REVIEW.'CT''UT'4" 4"2"8"4"LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR COMPACTED No. 53 STONE BASE SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE (SEE PLANS) FINISH GRADE RAMSET/HILTI 3 4" NAIL, PER PERMALOC INSTALLATION GUIDELINES PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT, 3/16" X 1-5/8" 'STRUCTUREDGE' BY PERMALOC, MILL FINISH. INSTALL IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS MULCH LAYER, IF APPLICABLE (SEE PLANS) PLANTING SOIL MIX (SEE PLANS) SCHEDULED UNIT PAVING (SEE PLANS) EDGE OF UNIT PAVING AS SHOWN ON PLANS L-701 P-21040-11 B4SECTION | UNIT PAVING (ON STRUCTURAL SOIL) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATIONDEPTH VARIESSUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 3 4" BITUMINOUS SETTING BED TACK COAT FINISH GRADE SCHEDULED CONCRETE PAVING FOR UNIT PAVER SUBSTRATE (SEE PLANS) COMPACTED STRUCTURAL SOIL (SPEC. 329119) NOTES: 1.SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 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. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4.'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 5.SEE PLANS AND SECTIONS FOR DEPTHS OF STRUCTURAL SOIL APPLICATIONS. 6.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.'CT''UT'DO NOT LIME-TREAT THE SUBSOIL UNDER PLANTING BEDS OR STRUCTURAL SOIL AREAS. L-701 P-21040-09 B2 UNIT PAVING EDGE @ PLANTING AREA 1 1/2" = 1'-0" MIN. 212"8"UNIT PAVING PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT, 3/16" X 1-5/8" STRUCTURE EDGE BY PERMALOC, MILL FINISH. INSTALL IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS MULCH LAYER, IF APPLICABLE or SOD LAWN (REF: PLANTING PLAN) RAMSET/HILTI 3/4" NAIL, PER PERMALOC INSTALLATION GUIDELINES PLANTING SOIL MIX (REF: PLANTING PLAN) CONCRETE PAVING W/ THICKENED EDGE COMPACTED No. 53 STONE BASE LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR EDGE OF PAVING AS SHOWN ON PLANS L-701 P-21040-127 A1 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-701 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 3 3 3 33 3 3 3 3