HomeMy WebLinkAbout6Neenah R-3246
�-- Grade
C�No. 2
- 4' v
�.: Weep Holes c\, i :Y, ;' Stone
17op
Concrete
Block
/ 24 x 32
o 'I Variable Dia
Variable 18"(Max.) 11
Dia Variable
Dia.
24 "(Max) ; j 24 "(Max. )
I t
I
(/)Line 0.116'
Pipe Mesh W.W.F. --%-_ aT 8"
4.
3- 6 x 4- 2
6 STANDARD CURB INLET
Reinforced Concrete Pipe
Threaded rod
Rod holder
B �
1
r 1
� 1
f 11 _J
r ,
' ! 1
1
/ 1
1
1A1 W
PLAN VIEW L
op
Reinforced edge Sle I r— '-yam`"
Vor e
Skirt Lip
1 _ +
12 c -c (max.) co
� ' I
W + A Toe P1ote� -
Anchor \
END VIEW } SIDE VIEW
8
DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPED
OF
PIPE
PIPE DIA.
IN INCHES
GAGE
I M E N S I O N
APPROX.
SI_CPE
A
+1"
B
(MAX.)
H
I"
* I�z'
W
*2"
RC.P.
12
.0133
7
6
6
26
30
7I/2
R. C. P.
15
.063
8
10
6
31
36
21/z
R.C.P.
I8
.063
9
12
6
36
42
2 z
R.C.P.
21
.063
10
13
6
1 41
48
21/
R.C.P.
24
.079
12
16
8
51
60
2.1/x_
R.C.P
30
.079
14
19
9
60
72
21/z
R.C.P.
36
.099
16
22
11
69
W
J Q
R.C.P.
42
.099
18
27
12
78
90
21/•1
R.C.P
48
.099
18
30
12
84
102
7_ _
R.C.P.
54
.099
18
33
2
17
114
1-�'4
NOTE : For Corrugated Metal Pipe use next smaller
diameter end section
6
END SECTION DETAIL
1/2 TRENCH
DEPTH MIN. I
SOIL
PLACc> _r,,
��� / . =�q �i/-%• - of - _
sur
IE 4' 4 - TRENCH
DEP
DEPTH
9EDDING
TOP OF
GRANULAR
1 BACKFILL
----------------
12 MIN.qiY
-FULLY COMPACTED
i7U1 GRANULAR BACKFILL
*FOR RIGID PIPE SEE ASTM C12.
•FOR FLEXIBLE PIPE SEE A 11 D-2321
4' MINS`_
BEDDING MATERIAL
112 -
Mil D.+06" MIN.
6 BE
6
Z
9
• PREPARED SUBGRADE PER I.S.H.S. #201.
-SEE SHEETS -4 FOR LOCATION
DEPTH ASPHALT
ti 6"COMP AGG.JI
BASE
(STANDARD)
4
6 PVMT. SECTION - PARKING
o PREPARED SUBGRADE PER I.S.H.S. #201.
-SEE SHEET S-4 FOR LOCATION
III SURFACE
3r' BINDER
git No 53 .
i -'. ..�.. STONE
(Compacted)
(HEAVY —DUT Y)
5 PVMT, SECTION -DRIVE
6 CONCRETE CURB DETAIL
6 /
VARIES
I '
Slope %4" per foot Expansion Joint
COfVC. WALK DETAIL
EROSION CONTROL
• LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE
DONE IN AWAY 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.
6 EROSION CONTROL NOTE
0.5r 18.0'
curb Parking Space
2'Overhang SLOPE 1% MIN.
5% MAX.
G60PARKING SECTION A --A
,
A]
Sidewolk
Place Expansion
Joint at Bock of
B ampB Curb Line or at
Side Slope Varies 1 I I C Sidewalk Line
uniformly to a moxirtxm C L I —J
of 4%ft of Gutter Line I 11�1� I
Closs�A' Cone.
Desirable Romp Slope rm. --- // J A
Moximum 11/2'%ft. PLAN VIEW
T
6 WHEELCHAIR RAMP DETAIL
Pavement Romp Sidewalk
Section A - A
Sidevocillk JVor 'Width of FbJ _ Wr,
�4' Min
Section B- B
Contraction joint (im
Section C - C
60,001
12.0' -1 12.01 18.0 , 0'. 5'
Drive Drive Parking Space curb
2' Overha ng
- 311 ASPHALT
( I„ Surface
211 Binder)
6'I Comp. Agg. BASE
vDRIVE SECTION --
24.00'
0. r - --- — - -----
-- 1
I0 —
I
0.51
I
/4 PER FT. I/4'I PE R FT
�'6- DRIVE SECTION C -C
Top of Bank 3:1 Slope (Max.)-, /IOOyr Elev.845.69 3:1 Slope ( Max)
845.8 (M in.) I Oy r. E lev . 844.74
46-/:p -Normal
\\ �� 2I Sloe Pccl - 8430 2:1 Slope \\ 46
43
6" Depth Rip -Rap --6' I�trslmum
from Elevation 842to844(typ) II Dfnn ,th
36 7
'Z .POND SECTION D -D
6
STANDARD REINFORCED CONC. BASE
DIMENSIONS ;INCITES}
STRUCTURE NUMBER
21 48 28
24 1 48 1 31
6 SPECIAL CURB INLET
STR. # 117
\
NE.ENAH R-1691 A
ENT C,- -- . p ,,•-
j*
2 Weep hole �. nine
0 00,0 2 Stone typ.
LU
3` SQUARE BASE
"M
SUITE /Nnt
6 SPECIAL STRUCTURE DETAIL � �6
TYPICAL SWALE DETAIL
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