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Home My WebLink AboutRepublic_HotelAdd-ADLS _ARCH AND LA DWGS 7Owner Civil Engineer Mechanical / Electrical / Plumbing Engineer Architect / Landscape Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO REPUBLIC HOTEL ADDITION 12201 N. Meridian Street Carmel, Indiana 46032 Structural Engineer Three Parkwood Crossing 450 East 96th Street, Suite 175 Indianapolis, IN 46240 317-580-0402 O'Donnell & Naccarato 24220.000 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 9229 Delegates Row, #150 Indianapolis, Indiana 46240 CIRCLE DESIGN GROUP 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings NOT FOR CONSTRUCTION FOR REFERENCE ONLY IT / Technology 1650 East 49th Street Indianapolis, IN 46205 (317) 536-8000 DESIGN 27 Acoustics 114-A Washington Street Norwalk, Connecticut 06854 (203) 838-4167 Jaffe Holden SITE DETAILS SHEET TITLE SHEET NUMBER SHEET ISSUE PROJECT NO. SEAL | DATE 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. L-701 1 100% DESIGN DEVELOPMENT 04/18/25 01/01/17 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" 3 4" 25 8" 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-RE1-22 A7SECTION | 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" 3 4" 25 8" 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-RE1-21 A5 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. 'C T ' 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-701 P-RE1-30 C5 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION 'U T ' 'C T ' 2X 8" 'C T ' X TACK 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-RE1-24 C7 SECTION | UNIT PAVING (LIGHT 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. 4" 4" 3 4" 214" 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-RE1-20 A3 SECTION | UNIT PAVING (ON STRUCTURAL SOIL) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION DE P T H V A R I E S COMPACTED 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. 'C T ' 'U T ' L-701 P-RE1-23 C3