HomeMy WebLinkAbout0025-86 S-6 General DetailsDIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
OF
Side Slope Varies
uniformly to o maximum
of 4"/ft of Gutter Line
Sidewalk
Place Expansion
Joint of Back of
B Curb Line or at
Sidewalk Line
PLAN VIEW
WHEELCHAIR RAMP DETAIL
4"
Section A A
Sides,* 1 Var (Width of Roma Wr.
11E11 llll?
Ramp 1. Sidewalk
Section C C
Controction joint (typ)
2' Roll curb
CROSS-SECTION, 0P LAKE
4
Expansion joint
Slope:
1 /4 1 per. f t.
op of bank
Granular Backf ill
Water Elev.= 837.27
(Conc. walk
Compacted Subgrade
Lake bottom
EROSION CONTROL
LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION INCLUDING REGRADING, SHALL BE
DONE IN A WAY THAT WILL MINIMIZE EROSION.
WHENEVER FEASIBLE, NATURAL VEGETATION
SHALL BE RETAINED, PROTECTED AND SUPPLE-
MENT.
THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED AS
QUICKLY. AS PRACTICAL.
TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT.
PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
SEDIMENT IN RUN -OFF WATER SHALL BE
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
DISTURBED AREA IS STABILIZED.
Reinforced edge
No. 2
Stone
TYPE PIPE DIA. DIM N S I O_ N__., APPROX.
PIPE IN INCHES GAGE A 1" t 2" SL
RC.P. 12 .063 7 8 6 26 30 2
R.C.P. 15 .063 8 10 6 31 36 2
R.C.P. 18 .063 9 12 6 36 42 2 /z
R.C.P. 21 .063 10 13 41 48 2
R.C.P. 2 4 .079 12 16 51 60 2 I
R.C.P. 30 .079 14 19 9 60 72 2 /2
R.C.P 36 .099 16 22 11 69 84 2
OPE
(MAX.)
6 8
R.C.P. 42 .099 18 27 12 78 90 2 1 /4
R.C.P 48 .O'99 18 30 12 84 102 2
R.C.P. 54 .099 18 33 l2 87' 114 I '4
Skirt_Lip
NOTE For Corrugated Metal Pipe use next smaller
diameter end section
END SECTION DETAIL
W
PLAN VIEW
END VIEW
Varioble4
Dia.
l8 "(Max)
Reinforced Concrete Pipe
Threaded rod
Rod holder
Toe Plate
Anchor
Weep Holes
SIDE VIEW
Neenah. R 3246
Grade
,Variable
Dia.
/8 "(Max.
INLET DETAIL
2'
ROLL
CURB
BACKFILL
PREPARED SUBGRADE PER INDIANA STATE
HIGHWAY SPECS. N 207.
TOPSOIL:
TYPICAL STREET SECTION
PARKING AREA PAVEMENT DETAIL
Top Of Curb
COMPACTED
SUBGRADE
LOW
POINT
I" H.A.C. SURFACE
3" H.A.C. BASE
4' N 53 STONE
5" N 2 STONE
2'
ROLL
CURB
PAVEMENT
/0 •0
0
S
ti
SOIL''•
PLAC E'M Fl1.T;
i
1/2 TRENCH
DEPTH MIN.
TRENCH
DEPTH
12" MIN.
BEDDING
TOP OF
GRANULAR
BACKFILL
4'
1(
it fir
fef
'tr-
FULLY COMPACTED
GRANULAR BACKFILL
PIPE BEDDING:
•FOR RIGID SEE ASTM C12.
•FOR FLEXIBLE SEE ASTM D -2321.
BEDDING MATERIAL
TRENCH €31 BEDDING DETAIL
Grade
N
0
0
T.C.
lig
f fi .lfar a l ill', ij• /iu' /Y' i E
N 2 Stone
t r
I nigie 42 "x 42" Base vi d
Neenah N R 3501 N
Type Casting
Pavement
Variable
Pipe Size
(18 Max.)
ROLL CURB INLET DETAIL
SCALES =1' -O"
6' CONCRETE WALK
SLOPE:
1/4" PER FOOT.
I"
CONCRETE CURB a WALK
6
PAVEMENT
V J
J
w
0
...1
CC
w
eCD
�w
SHEET
Of S.6