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Home My WebLink AboutL-701 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 | 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.6"6"34"258"TACK COAT COMPACTED SUBGRADE 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-22014-100 A3 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"6"34"258"TACK COAT COMPACTED SUBGRADE 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-22014-101 A5 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION'UT''CT'2X 8"'CT'XTACK COAT COMPACTED SUBGRADE 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-22014-103 C5SECTION | 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"COMPACTED SUBGRADE 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-22014-104 C3 SECTION | UNIT PAVING (ON STRUCTURAL SOIL) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATIONDEPTH VARIESCOMPACTED SUBGRADE 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.CONCRETE PAVING DEPTH SHALL BE 4" FOR LIGHT-DUTY, 6" FOR MEDIUM-DUTY, AND 8" FOR HEAVY-DUTY. 4.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.'CT''UT'L-701 P-22014-102 A2TRANSITION | CONCRETE-TO-AGGREGATE PAVING 1 1/2" = 1'-0" 6" COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ALIGN #4 REBAR, CONTINUOUS D2 L-702 C2 L-701 SECTION AGGREGATE SURFACE PAVING CONCRETE PAVING (HEAVY DUTY) L-701 P-22014-202 A1 CONCRETE RIBBON CURB @ AGGREGATE PAVING 1 1/2" = 1'-0" 4"1'-6"3"CLR.3"CLR.6" COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONCRETE RIBBON CURB R1 4" #3 VERT. @ 24" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM PLANTING SOIL (SEE PLANS) FINISH GRADE C2 L-701 AGGREGATE SURFACE PAVING L-701 P-22014-201 B1 SECTION | AGGREGATE SURFACE PAVING 1 1/2" = 1'-0"6"4"FINISH GRADE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR STABLIZED DECOMPOSED GRANITE SURFACING (SPEC. 321540) COMPACTED No. 53 STONE BASE C2 P-22014-203L-701 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-701 1 ADDENDUM #1 09/28/23 2 ADDENDUM #2 10/06/23 3 ADLS SUBMISSION 10/17/23 SECTION | BASKETBALL COURT PAVING 1 1/2" = 1'-0"1"3"3"4"11"HOT MIX ASPHALT, No. 9 BINDER (SEE SPEC. 321216) COMPACTED No. 53 STONE COMPACTED No. 2 STONE 12" DEPTH COMPACTED SUBGRADE TO 95% STANDARD PROCTOR HOT MIX ASPHALT, SURFACE (SEE SPEC. 321216) RECREATIONAL COURT SURFACING (SEE SPEC. 321823.43) L-701 P-22014-218 E5 2 3/28/2024