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HomeMy WebLinkAboutAP101 Plaza PlanProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Plaza Plan 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. © COPYRIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 AP101 Revision ID Transmittal Set Date Transmittal Set Name 16 11/24/21 Building Shell BID PHASE III 1 1 2 2 3 3 A B C A B C BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, December 7, 2021A3 AP101 C1 A102e1A3 A102e1 B2 A102e1 C4 A102e1 C1 A102e2 C3 A102e2 C4 A102e4 A2 A416 C1 A102e1 C1 A102e1 1 A102e3 C4 A102e1 5'-5 3/4" 5'-5 3/4" 5'-5 3/4"5'-6" 5'-6"87'-2" 83'-4"129'-0" 11'-11" 15'-8"89'-4" 22'-3" 13'-10" 20'-0" 9'-0"NO CURB ALONG STREET, ADA COMPLIANT10'-10 1/2"± 24'-1 1/2"± 35'-0"± C4 A308 C3 A218 C4 A218 D3 A308 D5 A305 A2 AP101 C4 A312 BLEND NEW PAVERS TO MATCH ADJACENT PATTERN AND COLOR - REPLACE DAMAGED EXISTING PAVERS NEW PAVERS TO MATCH EXISTING ADJACENT PATTERN AND COLOR. SLOPE UP 3/4" TO T/SLAB LEVEL. REF. SECTIONS DETAILS CONCRETE CURB BETWEEN PEDESTRIAN AND VEHICLE AREA CONCRETE CURB BETWEEN PEDESTRIAN AND VEHICLE AREA ALTERNATE: TRENCH DRAIN ALONG EXPANSION JOINT AT PLAZA EDGE. REFER TO ENLARGED PLANS DETAILS A102e1-A102e4 FOR EXPANSION JOINT. CONNECT TRENCH DRAINS TO CURB AS INDICATED. NOTE: REFER TO THE ALTERNATE SPECIFICATION FOR DETAILED REQUIREMENTS FOR THIS ALTERNATE WORK. BOLLARD ADA CURB AND CROSSWALKS ADA CURB AND CROSSWALK SITE WALL ADA CURB AND CROSSWALK ADA CURB AND CROSSWALK BICYCLE RACK, REF. C-SERIES DWGS FOR DETAILS BICYCLE RACKS, REF. C-SERIES DWGS FOR DETAILS BICYCLE RACKS, REF. C-SERIES DWGS FOR DETAILS BICYCLE RACKS, REF. C-SERIES DWGS FOR DETAILS TYP.TYP. TYP. ALTERNATE, TYP. OPP. SIM. B1 A102e4 2'-8" 3'-0"PAVER NOTES 1. ALL PAVERS ARE CLAY PAVERS AS MANUFACTURED BY THE BELDEN BRICK COMPANY, CANTON, OHIO CITY LINE SERIES. 2. THE PAVING CONTRACTOR IS RESPONSIBLE TO REMOVE, STOCK PILE AND PROTECT EXISTING PAVERS AS REQUIRED FOR THE REMOVAL OF THE EXISTING JERSEY BARRIERS. 3. PAVING CONTRACTOR IS RESPONSIBLE TO DISPOSE OF ALL EXISTING CHIPPED OR DAMAGED PAVERS THAT CANNOT BE STOCK PILED FOR REUSE; HE SHALL REMOVE AND DISPOSE OF ALL BITUMOUS SETTING BED MATIERALS WHERE EXISTING PAVERS HAVE BEEN REMOVED; EXAMINE THE CONDITION OF THE EXISTING CONCRETE MUD SLAB SUBSTRATE AND PREPARE THE MUD SLAB AS REQURIED FOR THE INSALLATION OF NEW BITUMOUS SETTING BEDS AND PAVERS. 4. PAVING CONTRACTORS SHALL EXAMINE SITE TO BECOME FAMILIAR WITH EXISTING CONITIONS, VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AND MAKE MINOR ADJUSTMENTS IN THE FIELD TO PAVING LAYOUT AS REQUIRED TO ACHIEVE THE INTENT OF THE DESIGN SHOWN ON THE DRAWINGS. 5. PAVING CONTRACTOR SHALL INSTALL EXISTING PAVERS OF COLORS & PATTERNS SHOWN ON THE DRAWINGS FROM STOCK PILED PAVERS. WHEN THE STOCK PILE IS DEPLETED, PAVING CONTRACTOR SHALL PROVIDE NEW PAVERS TO MATCH EXISTING COLORS & PATTERNS AS SHOWN ON THE DRAWINGS AND SCHEDULES. 6. PAVERS SHOWN IN PEDESTRIAN AREAS ARE 2 1/4" THICK SET ON A NOMINAL 1" BITUMOUS SETTING BED. PAVING CONTRACTOR SHALL PROVIDE LUGGED PAVERS WHERE POSSIBLE. PAVERS SHOWN IN A VEHICULAR AREA ARE 2 3/4" THINK AND SET ONA NOMINAL 1 1/4" BITUMOUS SETTING BED. 7 1/2" 7 1/2" 6 " R B3 AP101 BOLLARD THREADED BAR BOLLARD BASE BOLLARD CENTERLINE 12" DIAM.CONC. BOLLARD BASE W/ 4-#3 HOOK REINF. BARS RELIANCE FOUNDRY CO. DESIGN R7589 BOLLARD 6" 6" 7 1/2" 7 1/2"2'-5"MAX. BAR HGT.2'-11"BOLLARD HT.T/EXIST. PAVERS FIRST FLR. EL.+2'0" T/EXIST. SLAB EL+0'-0"2'-0"3 1/2" 3/4" 1'-2 3/4" 3 1/4"±1 3/4"10'-10 1/2"± EDGE OF EXIST. PLAZA EXIST. PAVERS & BIT. SETTING BED EXIST. CONC. MUD SLAB EXIST. W.P. MEMBRANE & DRAIN BD. EXIST. CONC. SLOPED TOPPING SLAB EXIST. CONC. STRUCT. SLAB BOLLARD THREADED BAR BOLLARD BASE REMOVE PORTION OF EXIST. PAVERS & SETTING BED AS REQ'D FOR 12" DIA. CONCRETE BOLLARD BASE. TIE TO EXISTING MUD SLAB W/ 4-#3HOOK REINF. BARS BOLLARD CAP INSTALL BOLLARD DROP-IN CONC. INSERT PER MFG. INSTRUCTIONS. BOLLARD CENTERLINE 1/2" 1" 1/2" Top of expansion joint seal Top of metal edge angle Trench drain beyond Stay above sealant, min. 1/8" Min. 3/8" hole in trench drain to allow water to pass into drain from above the expansion joint. ACO H100-8 TRENCH DRAIN AT DOORS (FULL WIDTH OF DOOR + ANY SIDELIGHT AND ACOK50 TRENCH DRAIN EVER PLACE ELSE ALONG THE EXPANSION JOINT. NOTCH A TRAPEZOIDAL CUT INTO THE METAL EDGE ANGLE PER THE DETAIL. SPACING IS 3'-0". AT EACH CUT, ALIGN A 3/8" HOLE OR GREATER THROUGH ADJACENT THE SIDE OF THE TRENCH DRAIN TO ALLOW WATER TO PASS FROM THE TOP OF THE EXPANSION JOINT INTO THE TRENCH. The grating design is like ACO 202D. The graphic shown here is simplistic representation only and is not intended to guide the style required. Second Floor X METAL EDGE ANGLE. CUT IN NOTCHES ALONG THE TOP EDGE OF THE ANGLE AT EVERY 3'-0". EXPANSION JOINT BED FOR TRENCH DRAIN. SEE PLAN FOR MODELS OF DRAIN USED ALONG THE BUILDING PERIMETER AND LEAVE CORRECT SPACE PER SIZE OF EACH KIND. NEW PAVERS SLOPE UP FROM PLAZA 3/4" TO T/SLAB FACE OF BUILDING TRENCH RAIN Plaza 2'-0 3/4" 2'-0" SCALE: 1/16" = 1'-0" C1 2nd Floor Plaza Plan AP101 0 8' 16' 32' SCALE: 1 1/2"= 1'-0" A3 Bollard Plan Detail AP101 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" B3 Bollard Section Detail AP101 0 6'' 12'' 18'' C2 Notch Detail AP101 B2 Trench Drain Detail AP101 A2 Section Detail - Drain Along Wall AP101 Paving F - 2.25" Brick Paver Belden 8x8 Stacked Kodiak Brown Paving J - 2.25" Brick Paver Belden 4x8 Running Wheatfield Trench drain connection (Alternate) ALTERNATE ALTERNATE ALTERNATE 12/10/21