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TYPICAL UTILITY CROSSING 12
S-12
GRADE GRADE
(NEW OR EXISTING) VARIES (NEW OR EXISTING)
44
BOA
- - f - - --
TYPICAL SWALE SECTION 13
S-12
VARIES
CD
2: 1 SLOPE
<
— 7 r
NORMAL POOL
,ELEV=770.0
2: 1 SLOPE
TYPICAL LAKE SECTION
3'
[ELEV=77,3.0
5 : S��P
31 1 •
G-�
0
GRADE BEEHIVE INLET
NEENAH TYPE CASTING
No. R-4342
T.C.
i
MIN
24' '� ° RISER RING
co
♦ OPENING , -
I
U
B
...
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(MAX)I.D.
B
C
uIN
12
36
18
1
3
1
1
48
25
21
4
28
4
31
34
38
33
60
36
60
44
42
60
BEEHIVE INLET DETAIL 8
- - s-12
ao
00
�o
00
o�
\ ' / ROLL CURB & GUTTER
GRADE NEENAH TYPE CASTING
T.C. NO. R-3501-N
ASPHALT
24" ' S
• �' • 'a ` OPENING a`.
I
I
Q U
B
7777=
",T
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(MAY)
B
I.D.
C
MIN
12
36
is
15
36
21
18
48
25
1
48
28
4
48
31
27
60
34
33
6041
36
60
44
42
60
ROLL CURB INLET s
S-12
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL y
j �� PAVED AREAS)
NOTE
0_ \y/ 4' 4' BACKFILL MATERIAL
soil Uj
PLACEMENT //j CLASS I, II, III, & IV
OF THE U.S.C.S. SOIL
U CLASSIFICATION
L'iz SYSTEM.
BEDDING
INITIAL BACKFILL AREA
6" MIN.- SPRING LINE OF PIPE
12" MAX. 1.D• HAUNCHING AREA
BEDDING AREA
O.D. OF PIPE FOUNDATION
6" MIN.- (REQUIRED IN UNSTABLE SOIL)
12" MAX. 12" t 2"
TRENCH & PIPE EMBEDMENT DETAIL10
6"
#4 REBARS
6" o.c, BOTH WAYS
• # 4 O 12" EACH WAY
ro
18" RCP 30"x24"
a
ELEV.=763.38-
t
.' .:. "...._ 4 g
6"
NORMAL POOL
ELEV.=770.00
19 1
Grooved and on outlet and
tongue and on
inlet and
""n' ""^ ^^l � SPECIFIED
FINISH GRADE
NEENAH R-1642 W/SFLF
SEALING LID (OR EQUAL)
PRECAST CONIC.
N xx 2'-0" DIA. RINGS
ST CONCRETE
TER RINGS 4" MIN- TAPERED CONE
BISMATIC COATING SECTION
kx. OVER RISERS 'ol
N7
a
N U
o-
- -'
-- - - - - --
Zb�z
FZ�
new
w<awo
a
uj
Quo
0-RING GASKET
BETWEEN ALL
RISER AND CONE BISMATIC COATING AS MANHOLE STEPS
PER SPECIFICATION
SECTIONS PLUS 1/2" . :>
EXTRUDABLE 4'-0" DIA.
GASKET MATERIAL
(KENT SEAL OR FILL WITH
EQUAL) e_ • CONCRETE PLAN
BENCH WALL
(SEE DETAIL TO
THE LEFT)
PRECAST DROP MANHOLE 5
s-12
PIPE I CONCRETE
CULVERT I END SECTION
COMPUTED LENGTH OF CULVERT RIP A BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WHEN
OF CULVERT CALLED FOR ON PLANS
LENGTH (D)
SLOPE DETAIL
1 1 /2'r
a
0
A
9" a
3" o
Groove (or tongue) to --
be the same 0s on standard —
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE L-._
LONGITUDINAL SECTION
1 1 /2'r
SECTION Y-Y
12'C to C
AX.SPACIN
HOOK
BOLTS
0
CLASS
CONCRETE I E+2T
r
SECTION A -A
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A*
C *
D *
E *
K
RI
R2
APPROX.
WEIGHT
12'
2"
5'
4'-3'
6'-2'
2'-0"
1.3
10 1 8"
9"
8DO
15"
2 1/4•
7"
4'-0'
6'-3•
2'-6"
1.5
12 1 2'
1t
1,1D0
18'
2 1/2'
11"
4'-l'
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"
1,5DO
24"
3'
1'-0'
2'-8"
6'-3"
4'-0'
2.3
16 3 16'
t4"
1,800
27"
3 1/4"
V-1"
2'-5'
6'-3"
4'-6"
2.6
18 1/2'
14 1/2'
2,100
30'
3 1/2"
1'-2'
1'-10'
6'-3"
5'-0"
2.9
18 3/16
15"
2.400
33"
3 3/4'
V-3"
S-6"
8'-3"
5'-"
6
3.1
8 1/2"
17 1/2-
4,100
31!
4•
1'-5"
3'-i'
8'-3'
6C-0•
3.4
3 3/4
20"
4,200
* TOLERENCE
PRECAST CONCRETE END SECTION s
S-12
/
. _
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GRADE
STORM MANHOLE
NEENAH TYPE CASTING
T.C.
No. 1772-A
•
1 .�'•4w..�A�
24"
eo
c
......._ .. _A
r_Iwwt.OPENING
a.'.
I
I
I
U
I
�
B
I
STANDARD REINFORCED CONC. BASE
DIMENSIONS (INCHES)
A
(WAX)
B
m.
C
MM
12
36
is
15
3621
1a
48
25
1
48
4
48_
31
27
60
34
38
33
60
36
1 60
44
42
1 60
50
SPECIAL POND OUTLET DETAIL_ 11 STORM MANHOLE DETAIL 7
NO SCALE S-12 S-12
CAST IN PLACE �...
OR PRECAST °
...'.'..i ... .'. .. /4 O 12' EA. WAY
Oo Oo Oe 0•e O•e O•e Oe Do 0•0
° o. p• O• p° O. p° O e• p c° O e° O• e° p• p° p
• C . e ° O • e ' o • o ° o o ° o • ° • o . e ' o • e ° o • o ' o • e 6' MIN. STONE REQUIRED
o°oo°oo°oo•oe°oo°oo'oo°o•o'o UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
6'-0' DIA. FOR CAST IN PLACE
1 4'-0" MIN. MANHOLE BASE FOR PRECAST
SECTION A -A
SANITARY MANHOLE DETAIL 1
--As- 12)
PIPE WE
A
B
UP TO 33-
D+16
D+12
36• AND GREATER 10
+ 24'
1
_ - COMPACTED #8
STONE
SEWER AS r
PER PLAN O
r
D/4 OR 6" MIN. L
SANITARY SEWER TRENCH DETAIL
NORMAL GRADE -
1/4' PER FOOT
MIN .-1/8' PER FOOT
c< / ISOMETRIC PLAN
SEE V
CAP
USE 6'
UNLESS
SPECIFIEI
APPRO)
RULE
PLAN VIEW
CONNECTION TO MAIN SEWER 3
° BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90.-
COVER & SEAL
USE 6' SEWER PIPE UNLESS
OTHERWISE SPECIFIED
i LONG RADIUS CURVE
DIAMETER AS
--- - -- J -- - - - - -- ----- SPECIFIED
- - - - ON PLANS
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL 4
S-12
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