7000 SW 62 AVE PB-94-018-002 WELD PLATE TO TOP
(CAP TO BE REMOVABLE) 4 10
STRUCTURE
co
WALL NEOPRENE GASKET AT ---
ALL CONTACT EDGES
ASPHALTIC
SURFACE COURSE LIMEROCK 17'X 28" SLAB J)OPENING FOR
BASE GRATE AND 25 FOR MANHOLE
A
6 gn 1/2 - 24" 0 ALUM . in A
uj PIPE
SELECT FILL
PAVEMENT >
v) ri:
SURFACE
ui 2 LAYER 30*
P_ R. cx ROOF*4G FELT 2 CLR. ITYP)
> 7=7-
1/2� R. I" ASPHALTIC CONCRETE PEA ROCK
CD
%
OVERLAP
0 In
c\j —FILTER FABRIC
:A 6" LIMEROCK BASE INV EL 5.00
.......... EACH SIDE A-0 5 8' E A. WAY
COMPACTED TO 98% (D
(BOTTOM SLAB a WALLS)
DENSITY
PLAN
WATER TABLE
1'-0" VARIES
COMPACTED SUBGRADE "d PMFORATED
95% DENSITY PIPE
8 1' TO 2" BALLAST
ROCX— V-0" MANHOLE FRAME 8 COVER CATCH BASIN FRAME 8 GRATE
'.)I r I A I, -(DADCO STD. DETAIL SD4.411 (DADCO STD. DETAIL SD 2.3)
:'Jk- — :�'X3 ALUM. ANGLE
NOTE: SPOT WELD TO PIPE
1. ALL CURB TO HAVE A 3' TRANSITION TO LAG 1/2" 0 GALV. BOLT
GRADE. NOTE : CONTRACTOR MAY SUBSTITUT TO WALL OF STRUCTURE
3-3" PREFAB FIBERGLASS BAFFL F :q
2. PROVIDE 1/8"- 1/4" CONTRACTION JOINTS ON -.0
FOR ALUM. BAFFLE SHOWN.
10 FOOT CENTERS FOR ALL CURBS. m
25"01 FOR
6" CURB DETAIL ASPHALTIC CONCRETE PAVEMENT FRENCH DRAIN DETAIL BAFFLE DETAIL 2 CLR. MANHOLE COVER
97—S N.T.S. N.T.S. N.T.S. (TYP)
2 3"
..0; r—FOR GR TE ONLY # 5 (q-) Off EA. WAY
CL
w NOTES:
1. PROVIDE OIL/GREASE SEPARATOR
31-6" BAFFLE ON PIPES TO FRENCH DRAINS.
0 2. FIRST 4 FEET OF PIPE TO FRENCH
cn 6 DRAIN SHALL BE NON-PERFORATED.
7
CDJ
S. W. 70th STREET
43 C) ,
. t,
ro
J__ OD
WHEN USED AS MA LE WHEN USED AS CATCH BASIj!.
SECTION
offm dloN
40
I MA EXIST CATCH BASIN/MANHOLE DETAIL
cb.
N.T.S.
PAV REPAIR
EXIST PAVT EXI T. AS RE
. ....... ........ i
ro
9/
10, Qb.
JO BE REMOVED,
_7
/7 7/7
....... .......
................ ......
...... .............
0 ............
.iZ: ..........
0 .........
Ld (D
z
>
:j.
...... ......
.50
..........
-50.....
-.5
. . ....... ...
5
Ld
M15
z
<
uj
.............
............
............
z u_
Sol ui LEGEND
0
ro
L)
0
z
F ......
.0
z
U)
EXISTING SPOT ELEVATION
x
EXIST. PAVT TO
U)
BE REMOVED
LIJ
... ... ..... ...
Lj
x..... .......... ....
uj PROPOSED SPOT ELEVATION
777 77/77
.. ...... .. . ....
7/7//7/ /777777 77/7
�0
PROPOSED CONTOUR
ASPHALTIC CONCRETE PAVEMENT
. .. .....
... .. .....
.. ......
. ... ....
EXISTING
. .. ......
. .. . .... PARKING STRUCTURE CONCRETE CURB
El CATCH BASIN B I.D. NO.
NOTES :
1. FOR LAYOUT, SIGNAGE, STRIPING AND PARKING DETAILS ;
AND GENERAL NOTES, SEE SHEET C- I FRENCH DRAIN
. DRAINAGE STRUCTURE TABLE
GRATE PIPE BOTTOM 2. GRADE OPEN SPACE AT 3 .* l FROM [EDGE OF PAVEMENT
1.D. TYPE ELE V. ELEV, ELEV TO EXISTING GRADE. ALLOW FOR 4"' TOPSOIL.
COORD. WITH LANDSCAPE PLAN.
A C. B. 9.50 5.00 3. 50
PLAN
B C.B. 9.50 5.00 3. 50 SCALE'. I" = 20
C C.B. 9.50 5.00 3. 50
DRAWN BY '. R.W. M. SCALE* AS SHOWN
x C A 7�(
CHECKEDB.Y HEALTHSOUTH CORPORATION CONSULTING ENGINEERING SCIENCE, INC . 7000 BUILDING PARKING LOT
APPROVED BY
04�_ C-2
2 PERIMETER PARK SOUTH PAVING AND GRADING
DATE. - 8925 S.W 148th STREET SUITE 100 Vr. - '.
4-15 94
BIRMINGHAM, ALABAMA 35243 MIAMI FLORIDA 33176 (305 ) 378-5555
PROJECTNO.� 9330 PLANAND DETAILS REVISION SH.NO. 2 OF
NO. DATE
N1
CL%V�