HomeMy WebLinkAbout03110037 - 182-03 Z - Inlow Park Repairs & Improvements A102REVISIONS
DATE:
1.13.10
DRAWN BY:
DJ1" 1
SHEET TITLE:
DRAWING FILES:
DESCRIPTION
PROJECT NO
7628.001
CHECKED BY:
DATE/INIT.
REPLACE HORIZONTAL
JOINT REINFORCEMENT
IN BED JOINT.—
GRADE
REPLACE IORIZONTA1....
JOINT REINFORCEMENT
IN BED eJcINT,:
SCALE:I /4 ":=1
S LOPE OIAIA
FOUNTAIN SIDE
SCALE': :I,'2
SLOPE ARE)
C ONCRl::`°"
BLOCK 5—TACKED
I OND TYP
NIA _I,
INHIBIT GRADE
EXIS T"INC CAS STONE COPING
TO BE CLEANED AND REINSTALLED
ON NEW WALL.
`2) 6" FOND BEAMS 2
#4 BARS GROUT SOLID.
2) 6" L LiT FACED BLOCK
UNITS, LAY OVER EXISTING
#5 REBARS. GROUT CORES SOLI
HORIZONTAL JOINT REINFDRCEMEN
16" 0.C.
E.XIST°IN( 6" BLOCK
BELOW GRADE
TO REMAIN.
—EXISTING CONCRETE
FOOTING TO REMAIN.
E. L.
TOP OF HALL
a PL.L1 FACED
BLOCK STACKED
E3OND...TYP
4..1,
O'-0"
FINISH GRADE
LiMESTONE COPING
O BE CLEANED AND REINSTALLED
ON NEW WALL...
TAINLESS STEEL DOWELS,
2 SETS PER COPING SECTION,
6" SPLIT FACED BLOCK
JNITS, LAY OVER EXISTING
#5 REBARS. GROvIW' CORES SOLI
EXISTING 6" BLOCK BELOW GRADE
to REMAIN.
MA f .0
1ST IiNG CONCRETE FOOTING
REMAIN. NEW SEAT NALL
MATCH IN SIZE AND
CONFIGURATION TO EXISTING
FOUNDATION.
EXISTING FOUNDATION
I AL...-
SCALE :1 /4"=
M ATCH EXISTING FOUNDATION
�r.ALL DETAI
SCALE:I /4 -0"
TOP OF WALL
01-0"
FINISH GRADE
REPLACE HORIZONTAL.
DINT REINFORCEMENT
IN BED JOINT.—
FINISH GRADE
INSTALL EXISTING
SIGN IN NEW WALL.
REPLACE HORIZONTAL
JOINT REINFORCEMENT
IN BED JOINT.
ANC
SCALE:1 /2 =1'_0"
WALL SECTION
SCALE 1/2 1'-0
REINSTALL EXISTING
ENTRANCE SIGN.
EXISTING METAL POSTS TO
BE REUSED.
EXISTING CAST STONE COPING
TO BE CLEANED AND REINSTALLED
ON NEW WALL.
..4" STAINLESS STEEL.. DOWELS,
2 SETS PER COPING SECTION.
(2) 6" SPLIT FACED BLOCK
UNITS. LAY OVER EXISTING
#5 REBARS. GROUT CORES SOLID.
EXISTING 6" BLOCK BELOW GRADE
TO REMAIN.
r. EXISTING CONCRETE FOOTING
TO REMAIN. NEW SEAT WALL
TO MATCH IN SIZE AND
CONFIGURATION TO EXISTING
FOUNDATION.
(2) 6" BOND BEAMS W/
#4 BARS GROUT SOLID.
6" SPLIT FACED BLOCK
UNITS. LAY OVER EXISTING
#5 REBARS. GROUT CORES
EXISTING CONCRETE SLAB
TO REMAIN.
EXISTING 6" BLOCK
BELOW GRADE
TO REMAIN.
EXISTING CONCRETE
FOOTING TO REMAIN.
INSTALL EXISTING
SIGN IN NEW NALL.
"AIL. SEAT
SCALE:I /2 1 '=1' -0"
TOP O WALL
FINISH GRADE
SLOPE TOWARD
BUILDING
EXISTING CAST STONE COPING
TO BE CLEAN AND REINSTALLED
ON NEW HALL.
HORIZONTAL JOINT REINS ORCEMENT
16" O.C.
SPLIT FACED
BLOCK STACKED
BOND —T P.
EN RANGE S1N DETAIL%
MATCH EXISTING FOUNDATION
EN.0
SCALE: NTS
TYPICAL WP RE
SCALE: NTS
TACLE ETAI
J
TOP OF WALL.
EL, 0'—"
FINISH GRADE
HORIZONTAL. JOINT
REINFORCEMENT
16" 0.C.
SCAI
1 1/4" HA
NTERACTIVE FO
I_0'
A10
HALL SEAT SECTION
DETAIL
SCALE: NTS
TYPICAL
SCALE: NTS
A102
\TAIN
LIMESTONE COPING TO MATC1 -1
EXISTING HALLS ON SITE. SECTIONS
TO BE 48" INCREMENTS CUT ON RADIUS.
NO CORDING IS ACCEPTABLE.
LL 4" STAINLESS STEEL DOWELS,
2 SETS PER COPING SECTION.
(2) 6" SPLIT FACES BLOCK
UNITS.
—HALL RADIUS TO MATCH EXISTING
CONCRETE SLAB RADIUS.
C MU. GROUT BLOCK CORES
'I VOIDS FULL.
4000 PSI GIP CONCRETE FOOTING
N/ 3 #5 CONTINUOUS.
in
TERACTIVE FOU
SCALE: NTS
TRUSS
SCALE: NTS
BLOCK LAYOUT PLAN
COPING PLAN
RADIAL
JOINTING PATTERN
BEARD
G DETAIL
2 8
LINEAR DISTANCE ±18' -0"
TAIN DETAIL
R40' -0"±
COMM
SCALE: NTS
PAVILLIO
SCALE: NTS
PAVILLIO\
SCALE: NTS
E \TRA
SCALE: NTS
\S
CUT BLOCK CONDITION IN WYTHE
2' -10" FACING AWAY FROM FOUNTAIN
CUT BLOCK CONDITION IN WYTHE
FACING AWAY FROM FOUNTAIN
APPA IAI A l l CHAT PI AM rY io I r A I n m. A te.
\C
FOU
COLUM
SIGH
TAIL DETAIL
GENERAL NOTES:
DETAIL
DETAIL
STRUCTURE DETAIL
I. COPING JOINT LAYOUT
CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR REVIEW BY
ARCHICECT PRIOR TO FABRICATION
OF LIMESTONE COPING,
2. SEE DETAIL 18/A102 FOR SEAT
HALL SECTION.
3, STONE COPING SECTIONS TO BE
BE CUT ON RADIUS. NO CORDING IS
ACCEPTABLE.
r
pisr 4p
1
STATE OF
N0. 4444
f/ t "4 L 1 5
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THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
NE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
a COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www•schneidercorp.com
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