HomeMy WebLinkAboutTAC Submittal pg. 06 Site DetailsSTORM SEWER STRUCTURE SCHEDULE
STR.
NUMBER
RIM
ELEVATION
PIPE LENGTH
SLOPE
INVERT ELEVATIONS
DETAIL
NUMBER
CASTING
NUMBER
STR. TYPE
REMARKS
1 00
749.50
285 L.F.
24" RCP
1%
S INV, 744.55
N INV. 744.65
1 G4.2
NEENAH R -1772
MANHOLE
UP TO 45
101
759.00
160 L,F.
18" RCP
3%
S INV. 749.45
N INV. 750.85
1 04.2
NEENAH R -2535
MANHOLE/ INLET
UP TO 45°
102
759.50
170 L.F.
15" RCP
1
S INV. 752,65
N INV. 752.55
1 G4.2
NEENAH R -1772
MANHOLE
103
759.00
135 L.F.
15 RCP
1%
N INV. 754.00
2 G4.2
NEENAH R -2535
INLET
MANHOLE PIPE
PIPE TURNS
DIA. F
DIA. "G'
96"
48"
GREATER THAN 45' TO 90'
96"
54 -66"
UP TO 60°
84"
42"
GREATER THAN 45' TO 90'
84"
48"
TURNS UP TO 45'
72"
42 -48"
UP TO 45
60"
33 -36"
STRAIGHT THRU
60"
24 -33"
GREATER THAN 45' TO 90'
48"
THRU 24"
UP TO 45°
3
1
SEE SCHEDULE TOP OF CASTING
FOR CASTING TYPE
PRECAST CONCRETE
ADJUSTER RINGS
4" MIN. -12" MAX.
(IF NEEDED)
1/2" PER FOOT SLOPE
z
6"
.4
24" DIA.
MANHOLE STEPS 4' -0" DIA,
AT 16" 0. C.
0
M
1
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
SEE SCHEDULE
FOR CASTING TYPE
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
(d) MIN.
3"
4"
6"
1' -0" MIN. OVER
HIGHEST PIPE
ONE COMPLETE UNIT OF PRECAST 1
CONC. MANHOLE BASE AND RISER.
SEPARATE BASE IS OPTIONAL
DIA. "F"
3' -0"
PAVEMENT SECTION
5"
STORM MANHOLE DETAIL
NTS
1 .1
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
w
STANDARD PRECAST MANHOLE
CAP OR CONE.
CONCRETE REDUCER CAP
z
MIN. 1,
op
z
6"
x A
°7 r
0
A
V
Az
6"
A
24
6"
N
Y
TOP OF
CASTING
CLASS "A" PRECAST REINFORCED
CONCRETE BOX
25 Bc+ 12"
FOR PIPE LOCATED
IN GRASSED AREAS
NOTES:
1 ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS.
2. A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
R.C. PIPE TRENCH DRAIN
NTS
MANHOLE CONFORMS
TO ASTM C -478
NO BRICK OR BLOCK
WILL BE ALLOWED
IN MANHOLE. JOINTS
SHALL CONFORM
TO ASTM C -443.
SEE SCHEDULE FOR
SIZE AND INV. EL.
18" MAX. STRAIGHT CONNECT
15" MAX SKEW /CORNER
CONCRETE BOX INLET TYPE "A" MODIFIED
NTS
MIN. 6" TOPSOIL
IN NON -PAVED AREAS
U
CO
0
REGULAR BACKFILL
GREATER THAN 5'
FROM EDGE OF PAVEMENT
COMPACTED TO 90%
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
5
=N
4
Q
t 2'
6
*FOR DRAINAGE STRUCTURE PROTECTION
PROVIDE CROSS BRACING BETWEEN
AND ACROSS SUPPORT POSTS
2X2 HARDWOOD
SUPPORT POST
WIRE FENCING
BACKUP
STAPLE AT
1.2 STAPLES
PER SQ YD
CLEANOUT PLUG
SUPPORT WIRE
2X2 HARDWOOD
SUPPORT POST
FILTER FABRIC
I-�- 14"
111E111:n1111
IIII�hllll -1
uuouuouuoeuui
-=111111a 1111
A
COMPACTED FILL
FROM BUILDING
SILT FENCE
7 MAX, BETWEEN 2X2 HARDWOOD
CROSS BRACING
SUPPORTS
16- 111111 =11116
111111E111111E
v itter/i
744 10
1111=111111_11111 _111111_111111_ II 11111
111111 111111_111111- 111111° 111111 111111 111111
fr
111 2.111
111111 111111111111
L
WIDTH
ICI 111
ANCHOR MAT IN 6X6" TRENCH.
FOR DRAINAGE SWALE SLOPE APPLICATIONS.
CONTINUE SLOPE TREATMENT ACCROSS
BOTTOM OF SWALE.
SC150 SLOPE PROTECTION
FENCE HEIGHT HIGH
ENOUGH SO THAT
IMPOUNDED WATER
DOES NOT EXCEED
1' -6" AT ANY POINT
ALONG FENCE
00
a
FILTER ABRIC
SLOPE
INLET PROTECTION
MAINTENANCE: INSPECT THE FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED
REPAIRS IMMEDIATELY. REMOVE ACCUMULATED SEDIMENT TO PROVIDE STORAGE FOR THE
NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL.
SILT FENCE DETAIL
SLOPE PROTECTION SHALL BE APPLIED TO ALL
SLOPES GREATER THAN 5 :1 OR AS NOTED ON
THE DRAWINGS. SLOPE PROTECTION SHALL BE
SC150 AS MANUFACTURED BY NORTH AMERICAN
GREEN OR AN APPROVED EQUAL, CONTACT
NUTEC SUPPLY AT 1- 800 969 -6883.
1=1 I I 1 11 1
_r III -1 I I -I
SLOPE PROTECTION
NTS
SOLID LID AND FRAME
NEENAH R- 6450 -BL OR EQUAL
GROUT IN PLACE
10" DIA. VITRIFIED TILE
18" LONG MINIMUM SIZE
GRANULAR BACKFILL
08" PVC RISER PIPE
TO STORM SEWER
3'- 0"
NO SCALE
ANCHOR MAT IN
6 "x6" TRENCH
I'
APPLY TO ALL SLOPES GREATER THAN
5: 1 OR AS NOTED ON DRAWINGS.
CLEANOUT
NTS
W
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ct /!111111
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ST. ELIZABETH SETON
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