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