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HomeMy WebLinkAbout045_A405 Plaza Details.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 A405 Plaza Details 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 3 A406 VARIES5"2" 848'-0"4"4"T / PAVERS T / CONC. PAVEMENT RE-INSTALLED 2-3/4" CLAY PAVERS, ROAD, WITH +1 1/4" ASPHALT SAND SETTING BED4" CONC. ROAD CONC. MUD SLAB, HEIGHT VARIES EXISTING CONC. STRUCTURAL T'S, REF. S-SERIES DWGS. 1'-0"2"8" 1 1/2"6"1/2" T / PAVEMENT WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB AND UP AND OVER CURB 6" CONC. CURB BEYOND, REF. CIVIL FOR TOP OF CURB CONC. STRUCTURAL T'S, REF. S-SERIES DWGS. NEW CONC. EXPANSION JOINT CURB, DOWEL TO EXIST. PLAZA SLAB. (MATCH HEIGHT OF ADJACENT EXP. JOINT CURB ON NEW V.W. EXTENSION NEW 6" CONC. CURB, HEIGHT VARIES 1/2" EXP. JOINT FILLER EXPANSION JOINT COVER CONC. EXPANSION JOINT CURB, HEIGHT VARIES UPPER CONC. MUD SLAB, HEIGHT VARIES WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB EXPANSION JOINT COVER BEYOND EXIST. CCC PLAZAV.W. EXTENSION SETTING BEDLIQUID W.P. MEMBRANE UP EXP. JOINT SYST. EL. = 0'-0" T/ STRUCT. SLAB VARIES VARIES VARIES 4 7/8"10 1/8"VARIES2'-0"6"6"1'-0" 1'-6" 848'-0"848'-0" 850'-0"5" MIN.1'-0 7/16"4"PITCH TOPPING PITCH TOPPING PITCHED LOWER CONCRETE MUD SLAB WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS POLYMER CONCRETE TRENCH DRAIN & CONCRETE CURB & GUTTER.3 - #4 REBAR CONTINUOUS SAWCUT CONTROL JOINTS PLACED EVERY 8-10FT. BROOM FINISH ON CURB. +848.0' +850.0' +848.42' EL. = 0'-0" T/ STRUCTURAL SLAB EL. = 0'-5" T/ SLOPED MUD SLAB EL.= +2'-0" FIRST FLOOR UPPER CONCRETE MUD SLAB CONCRETE SIDEWALK CONCRETE ROAD PAVING 1/2" EXP. JOINT FILLER 849'-3" 3 A406 T/ CURB 849'-7" (849.58') STRUCTURAL TOPPING SLAB REF. S - SERIES DRAWINGS PRECAST STUCTURE, REF. S - SERIES DRAWINGS UPPER MUD SLAB BALDWIN/ CHAMBERS BUILDING, N.I.C. C.I.P. WALL, REF. S-SERIES DRAWINGS, HEIGHT VARIES. SEE PLAN GUTTER SYSTEM, N.I.C. 4" CONCRETE SIDEWALK, REF. C & L SERIES DRAWINGS WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB PITCHED LOWER MUD SLAB 5" MIN.10"9"2'-0"+850.0' CONCRETE SIDEWALK WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS NEENAH R-3961 BRIDGE DRAIN T.C. ELEVATION (SEE GRADING PLAN) NEEENAH CASTING (R 3274-A with TYPE C GRATE) PITCH TOPPING SLAB 6" DRAIN PIPE CONCRETE ROAD PAVING EL.= +2'-0" FIRST FLOOR 1/2" EXP. JOINT FILLER 2 - #4 REBAR CONTINUOUS PITCH TOPPING SLAB APPLY LIQUID W.P.M. ON E.J. GLAND RECEIVER & TERMINATE AT PVC MEMBRANE ON SUPPRT LEG TO PROVIDE A CONTINOUS W.P.MEMEBRANE SYSTEM +848.0'EL. = 0'-0" T/ STRUCTURAL SLAB EL. = 0'-6" T/ SLOPED MUD SLAB 6"4 15/16"VARIES4"PITCHED LOWER CONCRETE MUD SLAB WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB UPPER MUD SLAB 2'-0"6" WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS PITCH TOPPING SLABPITCH TOPPING SLAB 6" CONCRETE CURB, REF CIVIL FOR T/ CURB 3 - #4 REBAR CONTINUOUS NOTE: SAWCUT CONTROL JOINTS PLACED EVERY 8-10FT. BROOM FINISH ON CURB. 1/2" EXP. JOINT FILLER CONCRETE SIDEWALK CONCRETE ROAD PAVING 2'-0"5 15/16"10 3/8"5 7/16"VARIES +848.0' +850.0' EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR UPPER MUD SLAB CONCRETE TOPPING SLAB REF. S - SERIES DRAWINGS 4" CONCRETE SIDEWALK AND RAMP SURFACES 6" CONCRETE CURB CONCRETE ROAD AND WEARING SLAB PRECAST STUCTURE, REF. S - SERIES DRAWINGS WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB PITCHED LOWER MUD SLAB 2 A405 1 A406 3 A406 3 A406 EXIST. CURB TO REMAIN NEW CURB REF. TO CIVIL DWGS. EXIST. CURB TO REMAIN NEW CURB REF. TO CIVIL DWGS. NEW "J" PAVERS & SETTING BED @ JERSEY BARRIER FOOTPRINT. NEW "J" PAVERS & SETTING BED @ JERSEY BARRIER FOOTPRINT. REMOVE 2 ROWS OF EXIST. PAVERS & SETTING BED FOR REMOVALE OF JERSEY BARRIERS IN SHADED AREA, STOCKPILE PAVERS ON SITE & REINSTALL PAVERS FLUSH W/ ADJACENT PAVERS IN SAME LOCATION. REMOVE 2 ROWS OF EXIST. PAVERS & SETTING BED FOR REMOVALE OF JERSEY BARRIERS IN SHADED AREA, STOCKPILE PAVERS ON SITE & REINSTALL PAVERS FLUSH W/ ADJACENT PAVERS IN SAME LOCATION. REMOVE EXIST. PAVERS & SETTING BED IN SHADED AREA, STOCKPILE PAVERS ON SITE, REMEDIATE MUD SLAB AS REQ'D FOR FINISH GRADE ELEV. SHOWN ON CIVIL DWGS & REINSTALL PAVERS IN SAME LOCATION & PATTERN. NEW "M" PAVERS & SETTING BED @ JERSEY BARRIER FOOTPRINT SET FOR FINISH GRADES SHOWN ON CIVIL DWGS. REFER TO SHT A402 OR A403 FOR TYP. NOTES 2' EXPANSION JOINT PROVIDE AN EXPANSION JOINT GLAND END CAP TO CLOSE OFF GLAND AT THE OUTSDE FACE OF THE SUPPORT CURB. EXTEND ENDCAP DOWN TO THE BOTTOM OF THE STRUCTURE & ANCHOR TO STRUCTURE WITH TERMINATION BARS. CUT A NOTCH IN THE BOTTOM OF THIS JERSEY BARRIER TO ALLOW THE EXPANSION JOINT TO PASS UNDER THE JERSEY BARRIER. PROVIDE AN EXPANSION JOINT GLAND END CAP TO CLOSE OFF GLAND AT THE OUTSDE FACE OF THE SUPPORT CURB. EXTEND ENDCAP DOWN TO THE BOTTOM OF THE STRUCTURE & ANCHOR TO STRUCTURE WITH TERMINATION BARS. 3 A406 VARIES5"2" 848'-0"4"4"T / PAVERS T / PAVERS 2-3/4" CLAY PAVERS, ROAD, WITH +1 1/4" ASPHALT SAND SETTING BED RE-INSTALLED 2-3/4" CLAY PAVERS, ROAD, WITH +1 1/4" ASPHALT SAND SETTING BED CONC. MUD SLAB, HEIGHT VARIES EXISTING CONC. STRUCTURAL T'S, REF. S-SERIES DWGS. 1'-0"2"8" 1 1/2"6"1/2" T / PAVEMENT WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB AND UP AND OVER CURB 6" CONC. CURB BEYOND, REF. CIVIL FOR TOP OF CURB CONC. STRUCTURAL T'S, REF. S-SERIES DWGS. NEW CONC. EXPANSION JOINT CURB, DOWEL TO EXIST. PLAZA SLAB. (MATCH HEIGHT OF ADJACENT EXP. JOINT CURB ON NEW V.W. EXTENSION NEW 6" CONC. CURB, HEIGHT VARIES 1/2" EXP. JOINT FILLER EXPANSION JOINT COVER CONC. EXPANSION JOINT CURB, HEIGHT VARIES UPPER CONC. MUD SLAB, HEIGHT VARIES WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB EXPANSION JOINT COVER BEYOND EXIST. CCC PLAZAV.W. EXTENSION SETTING BEDLIQUID W.P. MEMBRANE UP EXP. JOINT SYST. EL. = 0'-0" T/ STRUCT. SLAB VARIES VARIES VARIES VARIES 3 A406 T/ CURB 849'-7" (849.58') STRUCTURAL TOPPING SLAB REF. S - SERIES DRAWINGS PRECAST STUCTURE, REF. S - SERIES DRAWINGS 2 1/4" SIDEWALK PAVERS UPPER MUD SLAB 1" ASPHALT/ SAND SETTING BED BALDWIN/ CHAMBERS BUILDING, N.I.C. C.I.P. WALL, REF. S-SERIES DRAWINGS, HEIGHT VARIES. SEE PLAN GUTTER SYSTEM, N.I.C. 4" CONCRETE SIDEWALK, REF. C & L SERIES DRAWINGS WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB PITCHED LOWER MUD SLAB CONCRETE TOPPING SLAB REF. S - SERIES DRAWINGS PRECAST STUCTURE, REF. S - SERIES DRAWINGS 2 1/4" SIDEWALK PAVERS 6" CONCRETE CURB UPPER MUD SLAB 2 3/4" ROAD PAVERS WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB PITCHED LOWER MUD SLAB2'-0"6" WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS PITCH TOPPING SLABPITCH TOPPING SLAB 6" CONCRETE CURB, REF CIVIL FOR T/ CURB 3 - #4 REBAR CONTINUOUS NOTE: SAWCUT CONTROL JOINTS PLACED EVERY 8-10FT. BROOM FINISH ON CURB. 2-3/4" CLAY ROAD PAVERS, WITH +1" ASPHALT SAND SETTING BED 1/2" EXP. JOINT FILLER 5 15/16"1'-1 5/8"2 3/16"2 1/4"2'-0"+848.0' +850.0' EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR 2-1/4" CLAY PAVERS, SIDEWALK, WITH +1" ASPHALT SAND SETTING BED UPPER MUD SLAB UPPER MUD SLAB 5" MIN.10"9"2'-0"8" +850.0' WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS NEENAH R-3961 BRIDGE DRAIN T.C. ELEVATION (SEE GRADING PLAN) NEEENAH CASTING (R 3274-A with TYPE C GRATE) PITCH TOPPING SLAB 6" DRAIN PIPE EL.= +2'-0" FIRST FLOOR 2-3/4" CLAY ROAD PAVERS, WITH +1" ASPHALT SAND SETTING BED 2 - #4 REBAR CONTINUOUS 2-1/4" CLAY PAVERS, SIDEWALK, WITH +1" ASPHALT SAND SETTING BED PITCH TOPPING SLAB APPLY LIQUID W.P.M. ON E.J. GLAND RECEIVER & TERMINATE AT PVC MEMBRANE ON SUPPRT LEG TO PROVIDE A CONTINOUS W.P.MEMEBRANE SYSTEM CONCRETE SURROUND, WITH XYPEX ADDITIVE. +848.0'EL. = 0'-0" T/ STRUCTURAL SLAB EL. = 0'-6" T/ SLOPED MUD SLAB 1'-0 15/16"3 7/16"PITCHED LOWER CONCRETE MUD SLAB WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB UPPER MUD SLAB UPPER MUD SLAB 4 7/8"10 1/8"VARIES2'-0"6"6"1'-0" 1'-6"5" MIN.1'-1"3 1/2"VARIES848'-0"848'-0" 850'-0" PITCH TOPPING PITCH TOPPING PITCHED LOWER CONCRETE MUD SLAB WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB CONC. TOPPING SLAB REF. S - SERIES DRAWINGS POLYMER CONCRETE TRENCH DRAIN & CONCRETE CURB & GUTTER. UPPER CONCRETE MUD SLAB 2-3/4" CLAY ROAD PAVERS, WITH +1" ASPHALT SAND SETTING BED 3 - #4 REBAR CONTINUOUS SAWCUT CONTROL JOINTS PLACED EVERY 8-10FT. BROOM FINISH ON CURB. 2-1/4" CLAY PAVERS, SIDEWALK, WITH +1" ASPHALT SAND SETTING BED +848.0' +850.0' +848.42' EL. = 0'-0" T/ STRUCTURAL SLAB EL. = 0'-5" T/ SLOPED MUD SLAB EL.= +2'-0" FIRST FLOOR UPPER CONCRETE MUD SLAB 849'-3" 2 A405 1 A406 3 A406 3 A406 EXIST. CURB TO REMAIN NEW CURB REF. TO CIVIL DWGS. EXIST. CURB TO REMAIN NEW CURB REF. TO CIVIL DWGS. NEW "J" PAVERS & SETTING BED @ JERSEY BARRIER FOOTPRINT. REMOVE 2 ROWS OF EXIST. PAVERS & SETTING BED FOR REMOVALE OF JERSEY BARRIERS IN SHADED AREA, STOCKPILE PAVERS ON SITE & REINSTALL PAVERS FLUSH W/ ADJACENT PAVERS IN SAME LOCATION. REMOVE 2 ROWS OF EXIST. PAVERS & SETTING BED FOR REMOVALE OF JERSEY BARRIERS IN SHADED AREA, STOCKPILE PAVERS ON SITE & REINSTALL PAVERS FLUSH W/ ADJACENT PAVERS IN SAME LOCATION. REMOVE EXIST. PAVERS & SETTING BED IN SHADED AREA, STOCKPILE PAVERS ON SITE, REMEDIATE MUD SLAB AS REQ'D FOR FINISH GRADE ELEV. SHOWN ON CIVIL DWGS & REINSTALL PAVERS IN SAME LOCATION & PATTERN. NEW "M" PAVERS & SETTING BED @ JERSEY BARRIER FOOTPRINT SET FOR FINISH GRADES SHOWN ON CIVIL DWGS. REFER TO SHT A402 OR A403 FOR TYP. NOTES 2' EXPANSION JOINT PROVIDE AN EXPANSION JOINT GLAND END CAP TO CLOSE OFF GLAND AT THE OUTSDE FACE OF THE SUPPORT CURB. EXTEND ENDCAP DOWN TO THE BOTTOM OF THE STRUCTURE & ANCHOR TO STRUCTURE WITH TERMINATION BARS. CUT A NOTCH IN THE BOTTOM OF THIS JERSEY BARRIER TO ALLOW THE EXPANSION JOINT TO PASS UNDER THE JERSEY BARRIER. PROVIDE AN EXPANSION JOINT GLAND END CAP TO CLOSE OFF GLAND AT THE OUTSDE FACE OF THE SUPPORT CURB. EXTEND ENDCAP DOWN TO THE BOTTOM OF THE STRUCTURE & ANCHOR TO STRUCTURE WITH TERMINATION BARS. SCALE: 1" = 1'-0" Section Detail Base Bid SCALE: 1" = 1'-0" Section Detail Base Bid SCALE: 1" = 1'-0" Section Detail Base BidSCALE: 1" = 1'-0" Section Detail Base Bid SCALE: 1" = 1'-0" Section Detail Base Bid SCALE: 1" = 1'-0" Section Detail Base Bid SCALE: 1/4" = 1'-0" Plaza Level Plaza - Base Bid Base Bid SCALE: 1" = 1'-0" 2 Section Detail A405 Paver Alternate SCALE: 1" = 1'-0" 3 Section Detail A405 Paver Alternate SCALE: 1" = 1'-0" 4 Section Detail A405 Paver Alternate SCALE: 1" = 1'-0" 5 Section Detail A405 Paver Alternate SCALE: 1" = 1'-0" 6 Section Detail A405 Paver Alternate SCALE: 1" = 1'-0" 7 Section Detail A405 Paver Alternate SCALE: 1/4" = 1'-0" Plaza Level Plaza - Paver Alternate A405 Paver Alternate