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HomeMy WebLinkAboutL702 Site Details$TIME$$DATE$Model:$MODELNAME$$FILE$User:$USER$Checked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEETOFPer Indiana State Law IC8-1-26,Call Two Full Working DaysBefore You Dig.SJCA Inc.Field Survey:WHITE RIVER GREENWAYNORTH TRAIL EXTENSIONHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION626 North Illinois Street Indianapolis, Indiana 46204 Phone: (317) 635-5030 Website: www.browningday.com 07/30/2021BD 22056CJDB06/16/23100% BID SETSITE DETAILSL702MAIN ENTRY SIGN 3/4" = 1'-0" MANUF: ASI SIGNAGE CONTACT: 317-269-3400 EMAIL: INDIANA@ASISIGNAGE.COM CONTRACTOR TO COORDINATE WITH ASI SIGNAGE FOR MAIN ENTRY SIGN. SUBMIT SHOP DRAWINGS FOR APPROVAL TO LANDSCAPE ARCHITECT AND OWNER PRIOR TO ORDERING. SEE DTL 3, L702 FOR SIGN BASE 2 L702 3'-0"#4 @ 18" O.C. TOP & BOT. COMPACTED #53 COARSE AGGREGATE (3) # 4 CONT. @ 12" O.C. COMPACTED SUBGRADE 1 1/2"3/4"LIMESTONE CAP AROUND SIGN ABOVE; SMOOTH FINISH 36 1 2"2'-0"LIMESTONE VENEER TO MATCH RESTROOM BUILDING STONE NOTCH OUT IN CAP FOR SIGNAGE INSTALL TO CONCRETE BASE; SUBMIT SHOP DRAWINGS FROM ASI FOR SIGNAGE ATTACHMENT; SEE DTL 2, L702 MAIN ENTRY SIGN BASE 3/4" = 1'-0" # 4 CONT. @ 12" O.C. #4 VERT @ 18" O.C. STAINLESS STEEL DOWEL AT 24" O.C. #4 HORZ. @ 18" O.C. WITH 8" LAP 33 1 2" (3) # 4 CONT. MORTAR SETTING BED, RAKED BACK TO INSTALL BACKER ROD & SEALANT METAL FLASHING DRIP EDGE FLEXIBLE BUTYL RUBBER FLASHING, TRIMMED BACK 1 2" FROM EXTERIOR WALL FACE CIP CONC. FOOTING (3000 PSI) L702 13'-0"3"3"1'-3" DIA. TRAIL FENCING 3/4" = 1'-0"6"6"6"6"FINISHED GRADE 3"6"5x5 PRESSURE TREATED LUMBER POST CONCRETE FOOTING EXTEND POST 3" INTO GRAVEL BED. DO NOT ALLOW CONCRETE TO COVER BOTTOM OF POST. AGGREGATE STRIP UNDER FENCING TO MATCH #53 STONE SHOULDER ALONG TRAIL 6" 2X6 PRESSURE TREATED LUMBER, HORIZ. RAILS; SECURE WITH STAINLESS STEEL 4" LONG WOOD SCREWS 2"6"2"3'-2"1/2"SEE CIVIL DRAWINGS FOR TRAIL DETAILS 2'-0" STONE TRAIL SHOULDER COLUMN BEYOND; SEE DTL 3, L702 9 1/2" 4 L702 TRAIL FENCING - ELEVATION 3/4" = 1'-0" 6'-5" 5X5 PRESSURE TREATED LUMBER POST FINISH GRADE 3'-2"1 2" WASH 2'-4" LIMESTONE CAP NATURAL LIMESTONE VENEER IN ASHLAR PATTERN TO MATCH STONE ON RESTROOM BUILDING; CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL; SEE CIVIL TRAIL PLANS FOR COLUMN AND FENCING LOCATIONS 3"6"6"6"6"6"6"2"4'-0"3"2"3 L702 COLUMN @ FENCING DETAIL 4 L702 TRAIL FENCING POST FOOTINGS AND COLUMN FOOTING MAY CONFLICT; WILL NEED EXTRA COORDINATION IN THE FIELD L702 5 COLUMN @ FENCING DETAIL 1" = 1'-0" CONTRACTOR WILL SUBMIT SHOP DRAWINGS INCLUDING FOUNDATION DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 4 X 8 X 8 CMU, GROUT FILLED 1" AIR GAP SS. DOWEL 3000 PSI CONCRETE #5 REBAR LONGITUDINAL @ 1'-0" O.C. BOTH DIR. LIMESTONE CAP; SMOOTH FINISH CMU WALL, GROUT FILLED NATURAL LIMESTONE VENEER TO MATCH RESTROOM BUILDING STONE 1" AIR GAP 3'-0"WEEP TUBES; BOTH SIDES GROUT SOLID AT BASE OF WALL 1/4" WASH LIMESTONE CAP; SMOOTH FINISH 2'-0" 2'-4" 2'-4" WIDTH OF CAP LIMESTONE CAP PINNED AND MORTAR SET ON TOP OF COLUMN NATURAL LIMESTONE VENEER TO MATCH RESTROOM BUILDING STONE SECTION B PLAN - LIMESTONE CAP 2'-0"#5 REBAR BENT4'-0"SECTION A B A 2'-4"DRIP EDGE METAL FLASHING FLEXIBLE BUTYL RUBBER FLASHING, TRIMMED BACK 1 2" FROM EXTERIOR WALL FACE MORTAR SETTING BED, RAKED BACK TO INSTALL BACKER ROD & SEALANT 1 1/2" CLR.3" CLR.3 L702 SEE DTL 3, L702 FOR SIGN BASE 14001 River Road