00-1358-003 HANDICAP SIGN
2'-6"
OVERHANG ' — — — — — —
rr 1 -1/2" W. GALV. STRAP - - - - - - - - - - - - - 6 -0"
1'-6
W/ CARRIAGE I I c� c
IAGE THRU
BOLTS FOR SIGN MOUNTING. ' I WHEEL STOP WHEEL STOP 2##4 REBARS
N I I 2'-6" 12" (2) 3/4'0 HOLES 12" 310
INTERNATIONALLY I OVERHANG
—2-1/f'
APPROVED HANDICAP I
SIGN. WHITE SYMBOL I '
ON BLUE BACKGROUND. I l I
2
WHEEL STOP I I I , 1"� ��-- CONSULTING ENGINEERING &
1 _1 2"
/ 8925 S.W. 148th STREET %% U TT x,100
1 -1/2" BLACK LETTERS ON
I ' 4-1/2" LASPHALTIC � f3 MIAM[, FLORIDA 33178
PAVEMENT
�� 1 ,.�"•(30.5 •` 8 (55,5
WHITE BACKGROUND.
PARKING BY DISABLE WIDE WHITE STRIPE. I I NT
' 4" I � I �_
PERMIT ONLY „ ,U
TOW—AWAY ZONE I OUTSIDE I I b I 4" WIDE WHITE ' 4 WIDE WHITE ' FRONT END a® • G1
STRIPES t- �p_ X
STRIPES I - U tt
I in , I
AND
FINE UP TO
$2so.GO 1 -3/4" Q1 O.D. CONC. FILLED I I ry"
GALV. MTL. PIPE. oo �n 4" WIDE BLUE STRIPE 00 , I
� � I NOTE: 'J
INSIDE ' in
EACH WHEEL STOP TO BE SECURED BY TWO 30" '°°oa '-.;••••••���►��,°`
I I I I LONG ##5 REBARS IN ASPHALTIC PAVT.; BY EPDXY
I C PAVT
. . RICHARD B. B
CEMENT IN CON If �t���>,► y
PE
—19833 (CI L)
' I PRINTED
WHEEL STOP DETAIL DATE REMARK
5' WIDE H.C. AISLE. I I I I N.T.S.
I
6"X1 '-6" DEEP NON-SHRINK I I I I
EPDXY GROUT FOOTING.
LD
• I I I Er
I I
2 WELDED ##3 BARS '
1 2" 2"R
4' LONG. 4" 4" 11 '-2" 4" 4" 4'-2" 4" 4" Err I 6" ' PAVEMENT
d I I „
9,-Oop 5'-O"
COMPACTED FILL. 12'-0 - -� -
r- (MIN.) (MIN.) t.a iD
<
NOTE: NOTE: • .a
PAVEMENT MATERIALS MAY VARY BY PAVEMENT MATERIALS MAY VARY BY
..m
TYPE 1 LOCATION. SEE SHEET C-2 FOR
NOTE: 1 . SEE PLAN FOR SIGN LOCATIONS. LOCATION. SEE SHEET C-2 FOR TYPE 2 " "
2. WALL MOUNT SIGN AT HEIGHT ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
INDICATED, WHERE APPLICABLE. 2-##5
•3
HANDICAP SIGN
HANDICAP PARKING DETAIL STANDARD PARKING DETAILS 6" CURB
N.T.S. ��•
N.T.S. N.T.S. ,
N.T.S.
r.
yes'Sash
6„
1/2"R I ( 2„R
3”R MIXED USE •
i
.r rr N to 'A . d•4 i d 3/4,r
BUILDING .
LB11 A JOINT
d I
TABLE OF SIDEWALK JOINTS P.T. EQUAL TO SIDEWALK WIDTH
$„
ASPHALTIC
TYPE LOCATION R/W LINE SURFACE COURSE LIMES OCK 2'-p"P.C. AND P.T. OF CURVES. ISTING SIDEWALK SEE PLANS BAS JUNCTION OF EXISTING AND 1/4" PER FT. SLOPE NEW SIDEWALKS.
rr Brf 6'-0" CENTER TO CENTER OBINS BUILD NG ENTERPRISE ON SIDEWALKS TYPE I I I _ �_ __ w SELECT FILL ROBINS S
JOINT t____►___ TYPE "F" CURB AND GUTTER 5920 SOUTH DIXIE HIGHWAY
WHERE SIDEWALK ABUTS P.C. a
S DRIVEWAYS D WITH > SOUTH MIAMI, FLORIDA 33143
CONCRETE CURB , OVERLAP N.T.S. (305) 662-1226
"C" AND SIMILAR STRUCTURES NEW SIDEWALK TYPE "A' JOINT REINFORCED NUMBER 10/10 W
ALSO, EVERY 50 FEET OF WELDED WIRE MESH ZE
CONTINUOUS SIDEWALK >
PEA ROCK
SIDEWALK PLAN SECTION -
0
0
�n PIPE
15"0 CORR. SITE DETAILS
`- INV. EL. 3.00 PERF. PIPE
1 '-O" 1 '-0" FILTER FABRIC
1 -1/2" 1" TO 2" — — — ALL SIDES
TABLE OF SIDEWALK 1/4.. 1/g" 1/2" BALLAST DRAWN BY: G.G.G.
THICKNESS T 1/4" R 1/4"R 1 2" PREMOULDED ROCK WATER TABLE
1/411 R CHECKED BY: N.H.O.
LOCATION "T" EXPANSION JOINT VARIES
oa .. d a d d MATERIAL APPROVED BY: R,B.B!
RESIDENTIAL AND INTERIOR AREAS 4"
•
• • • " °• DATE: 4/30/99 ,
AT DRIVEWAYS AN D OTHER AREAS 4 °d a 4 a a• a
PROJECT NO.: 9866
REVISIONS
TYPE "A" TYPE AB" TYPE AC"
3'-3"
11-9-99 ADD TYPE "F' C&G DETAIL
SIDEWALK JOINTS SCALE: AS SHOWN
SHEET NUMBER: *°
-
STANDARD SIDEWALK CONSTRUCTION FRENCH DRAIN SECTION
C-
N.T.S. 3
N.T.S.
3 OF 4 SHEET NO. 13 P
r
Ik