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HomeMy WebLinkAbout043_A403 Enlarged Alternate Plaza Plans.pdfProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateVETERANS WAYEXTENSION800 Veteran's WayCarmel, IN, 46032E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN VETERANS WAY PEDCOR DESIGN GROUP LLC A403 Enlarged Alternate Plaza Plans THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2016 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS By: RevID Issue Name Issue Date CH ID Change Name 01 100% Construction Documents 04.29.2016 5/4/16 18'-9 1/4"39'-9 1/2"12'-5 1/4"14'-5 1/2"60'-7 1/8"848.67' 848.67'848.67' 848.67' 848.67' 848.67' 848.67' 848.67' 848.67' 848.42'848.42' 848.42'848.42' 848.67'848.58' 848.67'848.67' 848.67'848.67' 1 A404 1 A404 2 A405 7 A405 2 A404 1 A406 3 A406 3 A406 12 12 15 CLCLCLCLSLOPED RIDGE SLOPED RIDGE RIDGERIDGERIDGERIDGESLOPEDOWNSLOPEDOWNSLOPEDOWNSLOPEDOWNSLOPEDOWNSLOPEDOWNSLOPEDOWNSLOPEDOWNA1 A408 6 A405 4 A404 3 A405 5 A405 4 A405 5 A404 3 A404 A1 A409 C3 A418 6 6 1 A405 3 A403 7'-0"20'-10"4"20'-8"4"20'-8"4"21'-0"1 A404 1 A404 2 A405 7 A405 2 A404 1 A406 3 A406 3 A406 RAILING TYP. 2 ROWS 2 ROWS 2 ROWS 3 ROWS 3 ROWS 13 13 A1 A408 10'-7 1/8"1'-4"10'-7 1/8"1'-4"9'-5 3/8"1'-4"15'-9 3/4"2'-0"11'-11 5/8"2'-1 3/8"14'-0"1'-4"10'-2"1'-4"10'-2"1'-4"10'-2"1'-4"10'-2"1'-4"10'-2"1'-4"10'-2"1'-4"6 A405 4 A404 3 A405 5 A405 4 A405 5 A404 3 A404 A1 A409 C3 A418 11 11 11 11 4 4 4 2 3 2 3 3 3 2 3 2 3 4 4 7 7 8 4 77 5 9 12 10 10 12 9 9 8 J J J J P 0 0 Y 0 O F F F N F 0 16 P 17 17 xL AxKJ.2xLAxKJ.2 4 6 10 14 15 1 12 13 2 8 x14 7 4 6 10 14 15 1 12 13 2 8 x14 7 Plaza Notes: 1 C.I. drain plans, Reference Plumbing Sheets. 2 Drain, Reference Plumbing Sheets. 3 Trench Drain, Reference Plumbing Sheets. 4 Street Light, Reference E-Series Sheets. 5 Concrete scoring and banding layout, Reference L-Series Drawings for dimensions and type. Concrete mix is to include XYPEX, see specification. 6 Pitched Topping slab above structural topping is sloped to drains and has an adhered waterproofed membrane over the top of it. An upper mud slab is over water- proofing up to bottom of wearing slab or pavers where applicable. 7 Concrete curb with XYPEX additive in concrete mix. Reference C-Series Sheets for curb details. 8 2" expansion joint along the Baldwin Chambers building. 9 New pavers, see details, Sheets A405-A406. 10 Relocated Jersey Barrier, see details C3/A418. 11 New brick and concrete piers. See sheets A406, A407, A409 A410, A411, AND A412 . 12 2" traffic expansion joint along the existing Phase 1 Plaza and New Park East Garage. See Sheets A405-A406. The joint at the New Park East Garage is excluded from this bid package. See the New Park East Garage current Construction Set for clarification. 13 Concrete wearing slab, Base Bid. Reference Civil Drawings for grades. Mix to include XYPEX, see specifications. 14 Concrete sidewalk with multiple textures and finish, Base Bid. Reference Civil Drawings for grades and Landscape Drawings for layout and finish instructions. Mix to include XYPEX, see specifications. 15 Reference Sheets A405- A406 drawing for new configuration of existing slab work. 16 ADA curb ramp with cast iron dome plates (INDOT STANDARD). 17 Steel Bollards supplied by outside contract, embed and bollard installed by this contract in Alternate 1 using detail similar to 7/A406. Coordinate location with the Park East Garage Owner's Rep. F 8x8x2-1/4 Kodiak Brown, stacked. O 4x8x2-3/4 Wheatfield, stacked. J 4x8x2-1/4 Wheatfield, running bond. P 4x8x2-3/4 Regimental Fullrange, herringbone pattern,45º rotation. Y 4x8x2-3/4 Regimental Red, stacked. General Plaza Notes 1. Reference C&L Series drawings for additional paving explanation of materials. 2. Alternate: Use 4" clay pavers over concrete mud slabs. Reference Bid Instructions for alternate numbers. 3. Pitched lower mud slab is not to be confused with the structural topping slab. General Plaza Notes 1. Reference C&L Series drawings for additional paving explanation of materials. 2. Alternate: Use 4" clay pavers over concrete mud slabs. Reference Bid Instructions for alternate numbers. 3. Pitched lower mud slab is not to be confused with the structural topping slab. 8 80 y 0 SCALE: 1/8" = 1'-0" 1 Pitched Topping Slab Plan A403 0 4'8'16' SCALE: 1/8" = 1'-0" 2 First Floor Plaza A403 0 4'8'16' SCALE: 1/4" = 1'-0" 3 Enlarged Crosswalk Plan A403 0 2'4'8' ALTERNATE PLAZA PLANS