HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Storm Sewer Details.1M
L
K
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n
C
1 � ( 3 1 4 5 I 6 7
-------- - - - - -
T
, I
8 I 9
GRADE
T.C.
10
No. 1772-A
NEENAH CASTING
a.'
!& GUTTER
STING
D
.c'
x 30" DIA.
(RCP OR PRECAST)
C x
:2z
• W
(1) LINE 0.116 PIPE o
c W.W.F.
4'-0" SQUARE BASE
1R. MAX.) PIPE SIZE ST
eORM MANHOLE DETAIL 6
DOUBLE CHAIRBACK CURB INLET 11
- C803
T. C.
B & GUTTER
CASTING
N0. R-3010
ASPHALT
a. o..> ....n._. 24„ e.
s :,...
° o p.a:•_•�. OPENING 4:4:A 130
e
Y
Q U
i B
*'V. o e.. , 4.p. ...:.�.
::..�-. e . Q. a e a• • • • • o ... STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
A
MAX
B
L.D.
C
MIN)
12
36
18
15
36
21
18
48
1 25
1
48
28
24
48
1 31
7
60
34
30
60
38
3341
6 0'
4'-0"
36
42
60
6C
44
,
12
�PFC;IAI_ STRAIGHT CURB INLET CS°3
GRADE
BEEHIVE INLET
NEENAH TYPE CASTING
No. R-4342
_ _^t-11.,
4" MIN
�.. ...,..:. 24 ': �;: RISER RING
e
OPENING :`� ao
I I
Q
U
e
STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
A
MAX
B
I.O.
C
(MIN)
12
3615
1 18
15
36
21
18
48
25
21
48
28
4
48
1 31
27
60
34
30
60
38
33
6C
4'-0"
36
60
44
42
60_
0000
BEEHIVE INLET DETAIL 7
C803
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772-A
t............. A. A
I
I I
U �
a I I
I B 1
I 1
i.'..-....... .........`.'.'.�.'.V.'�..'.!'.
STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
A
MAX
B
I.U.
C
(MIN)
12
36
1 18
15
36
1 21
Cl
48
25
000
13a
48
8
5"
00130130
31
7
0
000000
9"
60
38
caccoa
60
4'-0"
36
oa0000
44
42
60
0000
1
2 1/2"
cc
4'-1"
6'-2"
3'--0"
1.8
15 1 2"
12
1,300
21"
2 3/4"
GRADE
T. C.
'-
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772-A
t............. A. A
I
I I
U �
a I I
I B 1
I 1
i.'..-....... .........`.'.'.�.'.V.'�..'.!'.
STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
A
MAX
B
I.U.
C
(MIN)
12
36
1 18
15
36
1 21
18
48
25
'1
�4
48
8
5"
48
31
7
0
1 34
9"
60
38
33
60
4'-0"
36
60
44
42
60
50
_STORM MANHOLE DETAIL_ 10
C803
Y
ca
z
_T_
L) Q bl
' R2 o
I e XI
- I
Y
PLAN VIEW
Grooved end on outlet end
tongue end on
inlet end
D
13 14 1 15
.7
�s
fj X00
A
-- - - - - - -
I
PIPE I CONCRETE
CULVERT
END SECTION
I
COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WHEN
OF CULVERT LENGTH (D) -� CALLED FOR ON PLANS
SLOPE DETAIL
1 1/2"r
3" o
Groove (or tongue) to N
be the some as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
SECTION Y -Y
12'CtoC
IMAX.SPACING
1 1 /2"r
HOOK 4
BOLTS
e
CLASS 'A'
CONCRETE E+2T
SECTION _A -A �I
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
REQUIRED COMPACTION TABLE
4: STANDARD PROCTOR DENSITY (ASTM D 2321)
0 A11VCll i &AATrci Ai — (QFF MOTP)
BENCH AREA
CLASS I CLASS II
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
BEDDING
FLAT SHOVEL_ 85%
DIA
T
(MIN)
A
CD
INITIAL BACKFILL
E
K
R1
FLL
APPROX.
WEIGHT
12"
2"
5"
4'-3"
6'-2"
2'-0"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4'-0"
6'-3"
2'-6"
1.5
12 1/2"
11
1,100
18"
2 1/2"
11"
4'-1"
6'-2"
3'--0"
1.8
15 1 2"
12
1,300
21"
2 3/4"
11
3'-6"
6'-3"
3'-6"
2.1
16 1/8"
13"
1,500
24"
3"
1'-0"
2'-8"
6'-3"
4'-0"
2.3
16 3.116 14"
1,800
27"
3 1/4"
i'-1"
2'-5"
6'-3"
4'-6"
2.6
]g 1/2,.
14 1/2"
2,100
30"
3 1/2"
1'-2"
V-10"
6'-3"
5'-0"
2.9
18 3/16"15"
2,400
33"
3 3/4"
1'-3"
3'-6"
8'-3"
5'-6"
3.1
18 1/2"
17 1/2"
4,100
36
4"
]'-5"
3'-1"
8' 3"
6'-0"
3.4
23 3/4"
20"
4,200
TOLERENCE
PRECAST CONCRETE END SECTION
REQUIRED COMPACTION TABLE
4: STANDARD PROCTOR DENSITY (ASTM D 2321)
0 A11VCll i &AATrci Ai — (QFF MOTP)
BENCH AREA
CLASS I CLASS II
CLASS III CLASS IV
BEDDING
FLAT SHOVEL_ 85%
90% UNDISTURBED_ BOTTOM
HAUNCH
11 85%
90% NO
INITIAL BACKFILL
NO COMPACTION 1 85%
90% NO
NOTE: IF CLASS I MAILKIAL 15 U�tU rUN UtUUINU,
IT MUST ALSO BE USED FOR HAUNCHING.
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
Ball,E USED UNDER ALL +
\ PAVED AREAS)
�� •.\ _ /j��/�� j�/ NOTE
C_ \y/\`// 4' 4 �� BACKFILL MATERIAL
SOIL wo CLASS I, 11, Ili, & IV
PLACEMENT
z
U
z
Li
12" MIN. -
No. 8 STONE
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
- BEDDING AREA
O.D. OF PIPEkI- FOUNDATION
4" MIN.- �/ (REQUIRED IN UNSTABLE SOIL)
No. 8 STONE 12" 12
STORM SEWER
TRENCH & PIPE EMBEDMENT DETAIL 3
GRADE
(NEW OR EXISTING)
VARIES
GRADE
(NEW OR EXISTING)
3.25' 3.25' _ -
-_Mqk SvOP� ---III �IIT=1I1=-I
I_ -III 3: 1
S�oAE I MPX 3• ,--- I I—,III—' —
STANDARD HYDRO
I 5-150 EROSION CONTROL
-III- III- BLANKET AS MANUFACTURED BY
SEEDING W/STRAW —I I
MULCH & TACKIFIELD NORTH AMERICAN GREEN
TYPICAL SWALE SECTION 5
C803
o a I 1;; I 11 12 13 14 I
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS.
3
No.
9800085
- '• STATE OF �a
(mss,'' ••...........AIDIMM..
\
S/0NAt_E��
�/////���l111111111411t++1\+�"\\
CERTIFIED BY
5.441
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED DR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
1999, The Schneider Corporation
The
Schneider
Corporation
12726 Ilarnilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Corp. ;/ Bohlen, Meyer, Gibson & Assoc.
Formerly Schneider Engineering
BREffCK DEVELOPMENT CO.
Village of WestClay
Section 3004
STORM SEWER DETAILS
Date Project No. Drawn Approv.
03/19/99 1238.3004 BET, MG
Computer Files Sheet No.
J:\1238\3004\DWGS\C803.DWG(C C`3) 0 3