HomeMy WebLinkAbout6Neena17 R-3246
/ Grade
• PREPARED SUBGRADE PER I.S.H.S. #201.
-SEE SHEETS -4 FOR LOCATION
o.
rA I'SURFACE
2 BINDER 3"FULL DEPTH ASPHALT
y a, l C NO. 2 ' 6 COMP. AGG.
Y _
Weep Holes w �° Stone BASE
( STANDARD)
PVMT. SECTION — PARKING
Concrete PREPARED SUBGRADE PER I.S.H.S. #201.
\`%// \\. �,:...�e� V•''• . Block
24"x 32" r' ����/'4\ -SEE SHEET S -Q• FOR LOCATION
oVariable Dia
j VariableT-7—
18"(Max.)
Dia. ; Variable I" SURFACE
Dia.
24 "(Max) j 24"(Max.)
311 BINDER
0)Line 0.116' \\�/�\ d . o -.-d o•
Iwo a . , • i - ` . 91. No 53 •
•ltd` _ �r ♦ _
Pipe Mesh W.W.F. ' = :. 8 1 - *: • STONE ,
\ (Com )acted)
° 5 (H EAV Y— DUTY)
6 STANDARD CURB INLET 6 PVMT. SECTION —DRIVE
Reinforced Concrete Pipe
Threaded rod
Rod holder
� � t
t
� 1
� 1
1 11 J
r
� 11
1
/ 1
� 1
A" W
PLAN VIEW L
I
SL
Reinforced edge \\ I ---
Pipe �--
i
Dia.
Varie_
12" c -c (max.) 7
W +A ToePlate! —
Anchor
END VIEW i�8 SIDE VIEW
8
DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPEDIME
OF
PIPE
PIPE DIA.
IN INCHES
GAGE
"I S 1 0 II
APPROX
SI_CFE
A
.I"
B
(h1lLX,)
H
'_ I"
1,
I';�
Y/
�2"
RC.R
12
.063
7
8
6
26
1 30
2'/2
R.C.P.
15
.063
8
10
6
31
36
2 ;/2
R.C.P.
18
.063
9
12
6
36
42
2 1/2
R.C.P.
21
.063
10
13
6
41
48
21/
R.C.P.
24
.079
12
16
8
SI
60
21/2
R.C.P
30
.079
14
19
9
60
72
21/2
RC -P.
36
.099
16
22
11
69
84
21"
RC.P.
42
.099
18
27
12
78
a0
21/•ti
R.C.P
48
.099
18
30
12
84
102
2 _
R.C.R
54
.099
18
33
2
87
114
1-'n
NOTE , For Corrugated Metof Pipe use next smaller
diameter end section
6
END SECTION DETAIL
1/2 T RENCH
Y
V
W
x
U
� � N
';...
DEPTH MIN.
I
SOIL:.=.,
PLACEM�MT
6
z
18.0' 0'•5'
Parking Space curb
W
Z ro
ac <
0 0
2' Overhang
-
^
vi
1
4
TRENCH
DEPTH
9EDDING
TOP OF
GRANULAR
BACKFILL
12 MIN.
—"
LL-FULLYCOMPACTED
Jr�
GRANULAR BACKFILL
(
•FOR RIGID P!PF HE ASTM C2.
*FOR FLEX16LE Bloc SEE ASTM 0-2 -21
4' MIN._..�L
BEDDING MATERIAL
12' -
MIN, D r013.. MIN.
6
BEDDING DETAIL
Z
677- "
i Concrete Curb
,Pavement
it
�7,
6
.CONCRETE CURB DETAIL
6 ,
/Grade
(ExOaf _.�
fisting 30' Gi? To 8e Remov It
Relocated
} --=,.�-End Section ��..--Existing End Section
— — (To Be Relocated)
-KExi1 5 30 R C.P ��,+�; � � s/opeMox Rip r F. Rap
(!2
P f
: Deep) Lake
Minimum Width (Normal Pool
Rip.Rap 5' ' - Elev.-84'.00)
.ry
7 EXISTING PIPE DETAIL
6 -
VARIES___
Slope %4" per foot Expansion Joint
v
�� -- - - /
0 • •
WALK DETAIL
0
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 BERETAINED, 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
A� Pavement Romp Sidewalk
Sidewalk
• 4•
Place Expansion Section A - A
Joint at Bock of
B amp B Curb Line or at Sidewdl I Vor ItiYidth d Rom Wr
Side Slope Varies L Sidewalk Line
C
—4' Min T
uniformly to o maximumC
of 4'%ft of Gutter Line
J �Closs'A' Corc- Section B- B
Desirable Ramp Slope �/ft.
Maximum f 1/2'%ft. A PLAN VIEW Contraction joint (typ)
Section C - C
6 WHEELCHAIR RAMP DETAIL
- L. 60.00'
0.5' 18.0, 12.0' - 12.0'
curb Parking Space Drive Drive
-2'Overhang SLOPE: 1% MIN.
5% MAX.
3" ASPHALT
( I" Surface
2" Binder)
\� 6" Comp. Agg. BASE
°o PARKING SECTION A—A
b
24.00'
0.5' 12.00' 12,00' 0.5'
I
6� DRIVE SECTIO
m
24.00
-- -
12. 00 --- --- _ 12.00,- --- - 0.5'
I
I
I/4" PER.FT. /4 PER. FT
DRIVE SECTION C—C
R. O.W. L i ne
15' ( Min.)
Top of Bank 5:1 Slope (Max.), IOOyr Elev 845.69
845.8 (Min.) I Oy r. E lev . 844.74
46- - --- — 100� ! 2: 1 Slope Normal 2:1 Slope
Pouf = 843.0 i
43
6" Depth Rip -Rap
from Elevation 842to844(I Vp.) I Depth
36 ---- ----
12POND SECTION D --D
6 ,
,
�r
2500ps1 CONCRETE
BOTTOMOF
�" % Perspective View -earth cut away
TRENCH
*TO BE USED WHEN CLEAR DISTANCE
BETWEEN PIPES tS 12"OR LESS,
OR WERE NOTED ON THE DRAWING.
I(DCONCRETE CRADLE DETAIL
STR, # 117
3:1 Slope ( Max)
46
d �
VARIES
�i�T� MQX
r'
SPECIAL STRUCTURE DETAIL °6
TYPICAL SWALE DETAIL
lW.
W
ODry �
'00 t
O
;7-�o
Q m
a: O
n � a
Q p r
p a
V O
2 q
Z �a
� gZ
W
W
Z
z0
W Z
a
UJ z
W r!=
2 O
CV
z
C
U M
600
�O
LL
A O
Z U
Z Z L)
J_
W
Lid
Y J
LJ o W
Y
W
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UUU Z
Ld
gEL
W �
tr
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Y
V
W
x
U
� � N
/
6
z
18.0' 0'•5'
Parking Space curb
W
Z ro
ac <
0 0
2' Overhang
3
^
24.00
-- -
12. 00 --- --- _ 12.00,- --- - 0.5'
I
I
I/4" PER.FT. /4 PER. FT
DRIVE SECTION C—C
R. O.W. L i ne
15' ( Min.)
Top of Bank 5:1 Slope (Max.), IOOyr Elev 845.69
845.8 (Min.) I Oy r. E lev . 844.74
46- - --- — 100� ! 2: 1 Slope Normal 2:1 Slope
Pouf = 843.0 i
43
6" Depth Rip -Rap
from Elevation 842to844(I Vp.) I Depth
36 ---- ----
12POND SECTION D --D
6 ,
,
�r
2500ps1 CONCRETE
BOTTOMOF
�" % Perspective View -earth cut away
TRENCH
*TO BE USED WHEN CLEAR DISTANCE
BETWEEN PIPES tS 12"OR LESS,
OR WERE NOTED ON THE DRAWING.
I(DCONCRETE CRADLE DETAIL
STR, # 117
3:1 Slope ( Max)
46
d �
VARIES
�i�T� MQX
r'
SPECIAL STRUCTURE DETAIL °6
TYPICAL SWALE DETAIL
lW.
W
ODry �
'00 t
O
;7-�o
Q m
a: O
n � a
Q p r
p a
V O
2 q
Z �a
� gZ
W
W
Z
z0
W Z
a
UJ z
W r!=
2 O
CV
z
C
U M
600
�O
LL
A O
Z U
Z Z L)
J_
W
Lid
Y J
LJ o W
Y
W
"Y
UUU Z
Ld
gEL
W �
tr
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