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COVER SHEET
C.R. 46-A BUFFER WALL
CITY OF SANFORD, FLORIDA
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ENTRY SIGN
H WALL
2,_6„
20' 1'
20'
18'-8" 18'-8 2,_6,,
16,_3„- 17' 86,_10„
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6' HIGH BRICK
SCREEN WALL-
R❑AD CURB --`
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143
SIDEWALK
-80'
R,O,W.
46A � 24" COLUMN 144 (TYPICAL)
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`-6' HIGH BRICK
SCREEN WALL
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END WALL W/
30" C El LUMN�-
79'
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24" COLUMN
(TYPICAL)
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81'-3"
2'
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C.R.
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2'
6' HIGH BRICK
SCREEN WALL
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END WALL W/
24" COLUMN
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john
ewseychik
and
assoc.,p.a.
landscape architects
golf course architects
620 crown oak centre drive
longwood, fl 32750
tel: 407 830-8922
fax: 407 830-7689
C*john ewseychik
(0�thorn tarsen
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ENTRY FEATURE — ELEVATION
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ENTRY SKS! WALL — SECTION
WALL NOTES
A) 30X60X12" NORWEGIAN BRICK WALL IN RUNNING BOND PATTERN,
PROVIDE EXPANSION JOINTS 30' O.C. AND AT COLUMNS,
B) 3"X6"X12" NORWEGIAN BRICK CAP, SINGLE ROW -LOCK PATTERN,
C) 3"X6"X12" NORWEGIAN BRICK CAP, DOUBLE ROW -LOCK PATTERN,
D) 1- #4 REBAR EVERY 48" O,C,AND AT CORNERS] OVERLAP 24
E) FINISH GRADE
F) 6"X8"X16" CONC, BLOCK STEM WALL, FILL CELLS WITH MORTAR.
G) 8" THICK X 24" WIDE 3000 PSI CONC, FOOTER W/ 2- #5 REBAR CONT„
H) CLEAN BACKFILL COMPACTED TO 95% PROCTOR DENSITY,
I) 8" THICK X 36" WIDE 3000 PSI CONC, FOOTER W/ 3- #5 REBAR CONT„
J) 30" X .30" NORWEGIAN BRICK COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS WITH TYPE 'S' MORTAR,
K) 12"X48"X48" 3,000 PSI CONC, FOOTER, W/ 4- #5 REBAR IN EACH
DIRECTION AS SHOWN,
L) PREFABRICATED 'EIFS' CAP,
M) FAUX MARBLE TILE SIGN FACE WITH ATTATCHED LETTERING,
IE
FACE N) OFF -SET ROW -LOCK SIGN FACE BORDER,
O) 24" X 24" NORWEGIAN BRICK COLUMN W/ 1 #5 REBAR
IN EACH CORNER, FILL CELLS WITH TYPE 'S' MORTAR,
)LUMN P) 12"X42"X42" 3,000 PSI CONC, FOOTER W/ 4- #5 REBAR IN EACH
DIRECTION AS SHOWN,
)K)K THE STRUCTURES DEPICTED MEET THE REQUIREMENTS FOR 110 M,P,H, WIND LOADING
AND THE 2001 FLORIDA BUILDING CODE,
)K) UTILIZE #9 TRUSS TIES EVERY OTHER COARSE,
** DESIGN VELOCITY PRESSURE;
0'-15' HT, WALL @ 110 MPH = 25 P,S,F,
LINEAR INTERPOLATION IS PERMITTED
6' = 40% OF THE 15' HT, THUS .4 X 25 = 10 P,S,F, WHICH
EQUALS THE DESIGN VELOCITY UTILIZED,
30' X 30' BRICK COLUMN — SECTION
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2' X 2' BRICK COLUMN — SECTION
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john
ewseychik
and
assoc., p. a.
landscape architects
golf course architects
620 crown oak centre drive
longwood, fl 32750
tel: 407 830-8922
fax: 407 830-7689
C*john ewseychik
O thom larsen
O chris rice
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