01-0542-002 i
HANDICAP SIGN
2'-6"
OVERHANG
1 STRAP
/1/2" W. GALV. _I_. I _.._._ I V�
W CARRIAGE THRU 6
._ ..._ ,
BOLTS FOR SIGN MOUNTING. ' WHEEL STOP + WHEEL STOP 1:3
71 � I I I I iv I I 2,_6p 12 (2) 3/4"0 HOLES 12" 2 34 REBARS
INTERNATIONALLY ., , , OVERHANG I 2-1/2"
APPROVED HANDICAP '
10 SIGN. WHITE SYMBOL ( I I I
ON BLUE BACKGROUND. ,
I
I WHEEL STOP I I "
r '
CONSULTING ENGINEERING
1 -1/2" BLACK LETTERS ON b I I
ai000l�
Z 14"2
—4 �3"
WHITE BACKGROUND. 8 S.W. 148th STREET
ASPHALTIC IgAMI, FIARIDA 331 '8 ..
►waawo .r ' 4" WIDE WHITE STRIPE ' I I PAVEMENT
ow
c POW SLY OUTSIDE
%W-AWAY zoNC =o , ' "o ' 4" WIDE WHITE ' 4" WIDE WHITE FRONT END + , �,,. •
F" u. To.ON0.00 1 -3/4" 0 O.D. CONC. FILLED ! ! p „� STRIPES ,� I STRIPES I �� wc�'► � =s.
V MTL. PIPE. oo I 4 WIDE BLUE STRIPE ( I ao I I
GAL . + .�
INSIDE I I NOTE:
war ...• �`
I I I I I EACH WHEEL STOP TO BE SECURED BY TWO 30"
' LONG 5 REBARS IN ASPHALTIC PAVT.; BY EPDXY `
' ( I CEMEN IN CONC. PAVT. RICHARD B. BOC ovI 4
I I I ( I PE-19833 (CIVIL)
.o ( I PRINTED
I I I ( I I ' ' WHEEL STOP DETAIL DATE REMARK
AO +
5' WIDE H.C. AISLE. ( I N.T.S.
I
6"X1 '-6" DEEP NON-SHRINK + + + ( I
EPDXY GROUT FOOTING. I I I
10
! -- 2 WELDED #3 BARS + ' 1111 " " "
4" LONG. 4" 11'-2" 4" " 4'-2" 4" 4" I 12 2 R
_ ( " 9 0 I PAVEMENT
COMPACTED FILL. 1 9'-0" '- " 1 ,
(MIN.) (MIN.)
NOTE:
NOTE: .�
PAVEMENT MATERIALS MAY VARY BY PAVEMENT MATERIALS MAY VARY BY .' .
NOTE: 1 . SEE PLAN FOR SIGN LOCATIONS. LOCATION. SEE SHEET C-2 FOR TWE 1 LOCATION. SEE SHEET C-2 FOR TYPE-2
2. WALL MOUNT SIGN AT HEIGHT ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
INDICATED, WHERE APPLICABLE.
2-#5
•
HANDICAP SIGN HAN ICAP PARKING DETAIL STANDARD PARKING DETAILS
N.T.S. N.T.S. N.T.S. 69 CURB •
N.T.S.
1/2"R 2„R
• s 3"R MIXED USE
v_TYPE A JOINT :540 , BUILDING
T OF SIDEWALK JOINTS P.T. ��%� EQUAL TO SIDEWALK WIDTH
p %P
i R/W LINE ASPHALTIC
TYPE LOCATION �i� EXISTING SIDEWALK SURFACE COURSE LIMEROCK 2 -0
P.C. AND P.T. OF CURVES. SEE PLANS BASE "
A” JUNCTION OF EXISTING AND / t Y
NEW SIDEWALKS. 1/4" PER FT. SLOPE
► 6'-0" CENTER TO CENTER t- -�_--
B ON SIDEWALKS JOINT B' I I I • • W • • ..
._ to •.
__ __ — SELECT FILL ROBINS BUILDING ENTERPRISU
WHERE SIDEWALK ABUTS P.C. Q • • TYPE ' CURB AND GUTTER 5920 SOUTH DIXIE HIGH'W
'F
CONCRETE CURBS, DRIVEWAYS. >
"C" AND SIMILAR STRUCTURES p „ REINFORCED WITH y OVERLAP N.T.S. SOUTH MIAMI, FLORIDA 3314
NEW SIDEWALK TYPE A JOINT 6X6 NUMBER 10 10 W (305) 662-1226
ALSO, EVERY 50 FEET OF WELDED WIRE ME 5H Q •: '
CONTINUOUS SIDEWALK
SI Wee1' K Pt AN SECTION I'm PEA ROCK
to
10, SITE DETAILS
�n " PIPE 15"o CORR.
INV. EL. 3.000b PERF. PIPE
1'-0" '-0 FILTER FABRIC
1-1/2" 1" TO 2" ALL SIDES
Ti4BLE OF SIDEWALK 1 Act 1/Sp t/2"
TNIK�KNESS 'T' " �� ROCK ST DRAWN BY: G.G.G.
1/4 R 1/4 R 1/4 R r, 4 1/2 PREMOULDED WATER TABLE
LOCATION "r' EXXPANSION JOINT VARIES CHECKED BY: N.H.O.
• MATERIAL
RESIDENTIAL AND INTERIOR AREAS 4" APPROVED BY: R.B.B.
AT DRIVEWAYS AND OTHER AREAS : 4/30/99 DATE:a*
PROJECT NO.: 9666
REVISIONS
TYPE 'A' TYPE 'B' TYPE 'C'
11-9-99 ADD TYPE "r CJcG DgfM
SIDEWALK SIDEWALK JOINS
SCALE: AS SHOWN
SHEET NUMBER:
STANDARD SIDEWALK CONS TRUCTION FRENCH DRAIN SECTION
N.T.S. N.T.S. C-3
3 OF 4 SHEET NO.' 13