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HomeMy WebLinkAboutL-762 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 | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 2'-8"VARIES1'-10"3'-0"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED T/WALL 862.90' T/GRADE BEAM 861.07' B/GRADE BEAM 858.07' 12"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT #5 @ 12" O.C. (EACH FACE) (4) #5 CONT. (EACH FACE)3"CLR.3"2'-2"3" GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) A6/L-701 A6 P-21040-95L-762 SECTION | PRECAST ARCH. CONCRETE STAIR 3/4" 1'-0" CONSTRUCTION JOINT1" MORTAR SETTING BED HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 6"L #5 EPOXIED S.S. MASONRY DOWEL @ 12" O.C. TYPICAL RISER ('R') PER PLANS 'R'12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT WALL BEYOND 3'-0"8"5"MEDIUM-DUTY UNIT PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. A6/L-701 #5 @ 12" O.C. (4) #4 CONTINUOUS 3"3"CLR.2'-2"3" E.Q.E.Q.#5 NOSING BAR, TYP. #4 @ 12" O.C. (EACH FACE) #5 DOWEL W/ STD. HOOK @ 12" O.C. (EACH FACE) ISOLATION JOINT (REF: A6/L-701) T/PAVING 861.40' B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/STAIR 862.15' T/WALL 862.90' A4 P-21040-97L-762 2'-8"1'-614"1'-10"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701 1" MORTAR SETTING BED SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 8"1'-012"3'-0"B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/WALL 862.90'3"CLR.3"2'-2"3" 1 4" EASED EDGE (ALL CORNERS) (4) #5 CONT. (EACH FACE) #5 @ 12 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 12"L X 1 4"Ø STAINLESS-STEEL EPOXIED MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT B6 P-21040-96L-762 2'-8"1'-614"1'-10"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED 8"1'-012"3'-0"SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 3"CLR.3"2'-2"3" (4) #5 CONT. (EACH FACE) #5 @ 12 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 1 4" EASED EDGE (ALL CORNERS) B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/WALL 862.90' 6"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT A6/L-701 C6 P-21040-130L-762 1'-4"VARIES2'-0"3'-0"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED 1'-014"2" ORGANIC MULCH PLANTING SOIL SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" T/GRADE BEAM 861.38' FINISH GRADE 862.40' T/WALL 864.40' B/GRADE BEAM 858.38' 2'L X 3 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, EMBED 12" IN CONCRETE, MIN. (2) PER STONE @ QUARTER POINT #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE)3"CLR.3"10"3" GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 1 4" EASED EDGE ALL CORNERS A4/L-701 E6 P-21040-99L-762 1" MORTAR SETTING BED HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 TYPICAL RISER ('R') PER PLANS 'R'WALL BEYOND 3'-0"8"5"MEDIUM-DUTY UNIT PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. A6/L-701 SECTION | PRECAST ARCH. CONCRETE STAIR 3/4" 1'-0" HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 6"L #5 EPOXIED S.S. MASONRY DOWEL @ 12" O.C. 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT #5 @ 12" O.C. (4) #5 CONTINUOUS 3"3"CLR.2'-2"3" E.Q.E.Q.#5 NOSING BAR, TYP. #5 @ 12" O.C. (EACH FACE) #5 DOWEL W/ STD. HOOK @ 12" O.C. (EACH FACE) ISOLATION JOINT (REF: A6/L-701) T/PAVING 861.40' B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/STAIR 862.15' T/WALL 862.90' B4 P-21040-131L-762 CONCRETE RIBBON CURB HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 1'-6"6" ASPHALT PAVING (REF. CIVIL DWGS) SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" #3 HORIZ. (CONT.) @ TOP & BOTTOM #4 VERT. @ 18" O.C.3" CLR.12"L X 12"Ø JOINT DOWEL @ 24" O.C.; 1'-0" 6"1'-2"A2 P-21040-132L-762 CONCRETE RIBBON CURBHEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0"1'-6"6" 2" DEPTH ORGANIC MULCH (SPEC. 329300) MANUFACTURED SOIL MIX (SPEC. 329119)3" CLR.#3 HORIZ. (CONT.) @ TOP & BOTTOM 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; #4 VERT. @ 18" O.C. B2 P-21040-102L-762 2'-8"VARIES1'-10"3'-0"PRECAST ARCH. WALL MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0"VARIES3"CLR.3"2'-2"3" T/GRADE BEAM 861.07' B/GRADE BEAM 858.07' T/WALL 862.90' 1 4" EASED EDGE (ALL CORNERS) 12"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT (4) #5 CONT. (EACH FACE) #5 @ 12" O.C. EACH FACE GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) B2/L-701 A1 P-21040-98L-7626"3 34"6"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500)8"1'-4"1'-4" MEDIUM-DUTY UNIT PAVING SEE DETAIL 9"SECTION | PRECAST ARCH. CONCRETE CURB 3/4" 1'-0" NOTES: 1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. MANUFACTURED SOIL MIX (SPEC. 329119) 3/4" MORTAR SETTING BED 1'-4" T/CURB 862.28' COMPACTED STRUCTURAL SOIL (SPEC. 329119) B2/L-701 B1 P-21040-103L-762 1'-0" NOTES: 1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.8"3 34"6"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) SECTION | PRECAST ARCH. CONCRETE CURB 1 1/2" 1'-0"VARIES8"6"1'-4"1'-4" HEAVY-DUTY UNIT PAVING SEE DETAIL T/CURB 862.57' A4/L-701 D4 P-21040-100L-762 SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" 6" R1 4"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH 4" DEPTH MINERAL MULCH, TYPE B MINERAL MULCH APPLICATION WEED BARRIER FABRIC 6"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH BUILDING FACE BUILDING FACE APPLICATION L-762 P-21040-136 D2 B/GRADE BEAM 858.15 T/GRADE BEAM 861.15 T/WALL 865.40' SECTION | PRECAST ARCH. CONCRETE SIGN WALL 3/4" 1'-0" 1'-8"4'-3"3'-0"6"8"3 34"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 2" DEPTH ORGANIC MULCH (SPEC. 329300) 2'L X 3 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, 12" EMBED IN CONCRETE, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED MANUFACTURED SOIL MIX (SPEC. 329119) NOTES: 1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESHEAVY-DUTY UNIT PAVING SEE DETAIL #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE) 3"1'-2"3"3"CLR.GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 1 4" EASED EDGE (ALL CORNERS) A4/L-701 D1 P-21040-101L-762 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-762 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 2 2 2 2 2 4"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH TURF SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" F1 P-21040-150L-762 2