HomeMy WebLinkAbout1NeenG/l R-3246 • PREPARED SUBGRADE PER I.S.H.S. #201.
-SEE SHEET S— I FOR LOCATION
EROSION CONTROL A� Pavement RomE
Sidewalk
Grade
1 • LAND ALTERATIONS WHICH STRIP THE LAND OF
--, Sidewalk
VEGETATION, INCLUDING REGRADING, SHALL BE
\� DONE IN AWAY THAT WILL MINIMIZE EROSION. 4'
WHENEVER FEASIBLE, NATURAL VEGETATION Place Expansion Section A- A
SHALL BE RETAINED, PROTECTED AND SUPPLE— I Joint at Bock of
• o M E NT. a Romp a Curb Line or at Sidew*Iyar 1wx th d Ram wr
eSide Slope Varies L I Sidewalk Line r—�4' Min T
• THE DURATION OF TIME WHICH AN AREA REMAINS uniformly to a max
."I" C C
I —J
1" SURFACE EXPOSED SHALL BE KEPT TO A PRACTICAL of 4'�ft of Gutter Line
2" BINDER 3"FULL DEPTH ASPHALT MINIMUM. THE AREA SHALL BE STABILIZED AS /� section B- a
.A -/
a. 6"COMP AGG. QUICKLY AS PRACTICAL. Class A c«{
Desirable Romp Slop! �`/ft.
No. 2 _ Maximum l 1/Z'%ft. A
C:
EASE 0 TEMPORARY VEGETATION OR MULCHING SHALL PLAN vlEw c°""action 'pint (''�
Holes cv � ;�.�•� ;• ,Stone
BE USED TO PROTECT EXPOSED AREAS DURING
DEVELOPMENT. -..: ,••,.L _ }.,.
PVMT. SECTION — PARKING
�•���'"/ =.•: Y:-• :�• . \�\j// ��'�i 6 • PERMANENT AND FINAL VEGETATION OR STRUCTURAL section C - C y
EROSION CONTROL DEVICES SHALL BE INSTALLED
AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. :;: H
� .:.".,.-: �.:_'°:.•... \y/ Concrete
• PREPARED SUBGRADE PER I.S.H.S. #201.
�r \\Block -SEE SHEET S—� FOR LOCATION • SEDIMENT IN RUN—OFF WATER SHALL BE ,,t �-` o
24 x 32
TRAPPED BY THE USE OF SUCH METHODS AS
DEBRIS BASINS, AND SILT TRAPS UNTIL THE
o s Variable Dias DISTURBED AREA IS STABILIZED.
Variable / 18 (Max.) ; variable
Dia t I / III SURFACE
Dia. j
Y
24 "(Max) 24 (Max.) 6 14
EROSION C NTR L N TE WHEELCHAIR RAMP DETAIL
(11 Line 0. 6' \����.� :fid - =.:d, _Q�:; • +:,. 9tt N° 53 '
Pipe Mesh W.W.F��i�ii _ , ' • -'. :4' .. - : - :: 8`e..:; t;:, '":�. • : STONE..• °'.
//`` �/\\ 4• 'lC v '�' r' a �_ '"a �. '•n: •d: ,*..•' , .LI:.-� •ter i
• '•s (Com acted)
3'-6 x 4'-2 /I�y�� i`�: "1'.;= -� ,,,..';-a.`••`` t
r-. \ ��r 60.00
z
0.5' 18.0, 12.0t 12.0 _ 18.0, le l c
W X1
I
(75-"), PVMT. SECTION —DRIVE curb Parking Space Drive Drive Parking Space curb
6 STANDARD CURB INLET 6 SLOPE: 1% MIN. I o
5% MAX. t'
m
s" 24 " 3't ASPHALT
Min. (Itt
Reinforced Concrete Pipe Surface
6" /B'� 2tt Binder)
Threoded rod 3 11
Rod holder Min. 6 Comp. Agg. BASE
TOPSOIL y :. 2� 10 PARKING SECTION A—A
I,� .� :... . Q SLOPE 4 /FOOT b
! l
11 BACKFILL ,\/ :a:`.: a ar 24.001
:v.. >. p.•' r '.r '�.' nim 24.00t
AW --
A ��'i ti.:'. ►.:.; :. `>t y p: b A 0.5 12.001 12.00 0.51 •5t 12.00' 12.00 0.5'
PLAN VIEW --1.1. ,. ---- --
g Pi a 1 sl�e
Reinforced edge
�� COMPACTED SUBGR,4DE
p
Dia.
Varie
Skirt Lip ----2 A —?-Ti�S rr
12 c -c (D
(max.) 1 +
' D
W + A Toe P1,ote
Anchor
END VIEW }e SIDE VIEW I �=
— � i5 V E —
6 INTEGRAL CURB & GUTTER 6 DRIVE SECTION B B R
6 DIES SECTION C C
2 --
NOTE For Corrugated Metol Pipe use next smaller
diameter end section COMPACTED SUBGRADE \� I �I� w z
36
to
2 7 INTEGRAL CURB &GUTTER 12 POND SECTION D—D
001'r P-
6 END SECTION DETAIL rttwra 6 IN 6
STR. # 102 STR. # 117 M
#103 --
CiOD
I/2 TRENCH' I It Expansion •n >}�_�.'.:�''r: :;�•.. ``::i mIY'i
Slope /4 per foot E in Ja
t p so - .•I __ :. w4=_:;;. �O
DEPTH MIN.
SOIL:._.; / �•.. is
PLACEMFrt.r'; Imo/ NE NAH R 1691 A
9//
zz
76
GRADE T.C. ROLL CURB 9 GUTTER : f . r,
O
Neenah Tvne Costing: U
TRENCH 4 4 ° e AVEMENT 9`' Z
DEPTH \ e ie"^- � 0 Q.<•o It b' Zr Z
2 Weep holes 2 min.
REDOING y/% a g & 3sr pQoi
TOP O F ��r �� �v Lp b tM,. � m IYV,°� D G o W —
TOPOFGRANULAR - 2 Stone typ. w
•Y- a GO tI f
BACKFILL
' •-18 -
_ W
12 MIN. w - b;
VARIES
FULLY COMPACTED
•�//'+ �—'•�;-, — I.D. � T/a Q - ,. o II1 --_ ///�///-// GRANULAR BACKFILL
G_ e �/1Qf•Q
m•FOR RIGiO PIPE SEE ASTM C12. 3
V�....I. W4
MIN.FOR FLEXIBLE PIPE SEE ASTM D-2321 �fr-v
BEDDING MATERIAL UJ T—
/NLQyL�
W
12
IN. UJ Z
.' ~: 3t SQUARE BASE �U �U W
" STANDARD REINFORCED CONC. BASE �` C d ^ J
I DIMENSIONS (INCHES)
g a v
STRUCTURE NUMBER IL
21 1 40 28
z4 4s 31 SHEET
OF 7
�8 COI�C. WALK DETAIL � �� 13 SPECIAL CURB INLET 161STRUCTURE' 7
6 BEDDING DETAIL 6 6 6 SPECIAL DETAIL 6 TYPICAL SWALE DETAIL
DIMENSIONS OF
END SECTIONS
GALVANIZED STEEL
FOR ROUND PIPE
OF
PIPE
PIPE DIA. GAGE
IN INCHES
A
+I"
DIMENS N S 10 N
8 H L
(MAX.) * 1" • frZ'
W
L2"
APPROX.
SLOPE
RC.P.
12
.063
7
8
6
26
30
21/2
R.C.P.
15
.063
8
10
6
31
36
21/2
R.C.P.
18
.063
9
12
6
36
42
21/2
R.C.P.
21
.063 1
10 1
13
6
41
48
21/
R.C.P.
24
.079
12
16
8
51
60
2 1i
R.C.P.
30
.079
14
19
9
60
72
21/2
R.C.P.
36
.099
16
22
II
69
84
21/2
R.C.P
42
.099
IB
27
12
78
90
21/4
R.C.P
48
.095 1
18 1
30
12
84
102
2
R.C.P.
54
.099 1
18 1
33
1 !2
87
114
I!Y1
2 --
NOTE For Corrugated Metol Pipe use next smaller
diameter end section COMPACTED SUBGRADE \� I �I� w z
36
to
2 7 INTEGRAL CURB &GUTTER 12 POND SECTION D—D
001'r P-
6 END SECTION DETAIL rttwra 6 IN 6
STR. # 102 STR. # 117 M
#103 --
CiOD
I/2 TRENCH' I It Expansion •n >}�_�.'.:�''r: :;�•.. ``::i mIY'i
Slope /4 per foot E in Ja
t p so - .•I __ :. w4=_:;;. �O
DEPTH MIN.
SOIL:._.; / �•.. is
PLACEMFrt.r'; Imo/ NE NAH R 1691 A
9//
zz
76
GRADE T.C. ROLL CURB 9 GUTTER : f . r,
O
Neenah Tvne Costing: U
TRENCH 4 4 ° e AVEMENT 9`' Z
DEPTH \ e ie"^- � 0 Q.<•o It b' Zr Z
2 Weep holes 2 min.
REDOING y/% a g & 3sr pQoi
TOP O F ��r �� �v Lp b tM,. � m IYV,°� D G o W —
TOPOFGRANULAR - 2 Stone typ. w
•Y- a GO tI f
BACKFILL
' •-18 -
_ W
12 MIN. w - b;
VARIES
FULLY COMPACTED
•�//'+ �—'•�;-, — I.D. � T/a Q - ,. o II1 --_ ///�///-// GRANULAR BACKFILL
G_ e �/1Qf•Q
m•FOR RIGiO PIPE SEE ASTM C12. 3
V�....I. W4
MIN.FOR FLEXIBLE PIPE SEE ASTM D-2321 �fr-v
BEDDING MATERIAL UJ T—
/NLQyL�
W
12
IN. UJ Z
.' ~: 3t SQUARE BASE �U �U W
" STANDARD REINFORCED CONC. BASE �` C d ^ J
I DIMENSIONS (INCHES)
g a v
STRUCTURE NUMBER IL
21 1 40 28
z4 4s 31 SHEET
OF 7
�8 COI�C. WALK DETAIL � �� 13 SPECIAL CURB INLET 161STRUCTURE' 7
6 BEDDING DETAIL 6 6 6 SPECIAL DETAIL 6 TYPICAL SWALE DETAIL
6"
24
��
ZZ 00
O Dob
t— go
m
MIN.
6„ 18 ,r
3"
TOPSOIL
cc
� O
a
o
O
/A
o ►" i
Top of Bank 3.1 Slope (Max.)
Z $o
BACKF/LL
846.4( M i n.)UJ
a z
\� �y%
�Yj,
, ° a ,`O , _ b
r:,. b P .:� A y. a :....? _
`O
46 --------- 2 I Slope No
/ �� Pool
mal 2 I Slope 46
= 843.0
W
Zzo
2 --
NOTE For Corrugated Metol Pipe use next smaller
diameter end section COMPACTED SUBGRADE \� I �I� w z
36
to
2 7 INTEGRAL CURB &GUTTER 12 POND SECTION D—D
001'r P-
6 END SECTION DETAIL rttwra 6 IN 6
STR. # 102 STR. # 117 M
#103 --
CiOD
I/2 TRENCH' I It Expansion •n >}�_�.'.:�''r: :;�•.. ``::i mIY'i
Slope /4 per foot E in Ja
t p so - .•I __ :. w4=_:;;. �O
DEPTH MIN.
SOIL:._.; / �•.. is
PLACEMFrt.r'; Imo/ NE NAH R 1691 A
9//
zz
76
GRADE T.C. ROLL CURB 9 GUTTER : f . r,
O
Neenah Tvne Costing: U
TRENCH 4 4 ° e AVEMENT 9`' Z
DEPTH \ e ie"^- � 0 Q.<•o It b' Zr Z
2 Weep holes 2 min.
REDOING y/% a g & 3sr pQoi
TOP O F ��r �� �v Lp b tM,. � m IYV,°� D G o W —
TOPOFGRANULAR - 2 Stone typ. w
•Y- a GO tI f
BACKFILL
' •-18 -
_ W
12 MIN. w - b;
VARIES
FULLY COMPACTED
•�//'+ �—'•�;-, — I.D. � T/a Q - ,. o II1 --_ ///�///-// GRANULAR BACKFILL
G_ e �/1Qf•Q
m•FOR RIGiO PIPE SEE ASTM C12. 3
V�....I. W4
MIN.FOR FLEXIBLE PIPE SEE ASTM D-2321 �fr-v
BEDDING MATERIAL UJ T—
/NLQyL�
W
12
IN. UJ Z
.' ~: 3t SQUARE BASE �U �U W
" STANDARD REINFORCED CONC. BASE �` C d ^ J
I DIMENSIONS (INCHES)
g a v
STRUCTURE NUMBER IL
21 1 40 28
z4 4s 31 SHEET
OF 7
�8 COI�C. WALK DETAIL � �� 13 SPECIAL CURB INLET 161STRUCTURE' 7
6 BEDDING DETAIL 6 6 6 SPECIAL DETAIL 6 TYPICAL SWALE DETAIL