HomeMy WebLinkAbout05050019.9DANDY BAG a11
Installation and Maintenance Guidelines
Installation: Remove the grate from catch basin. If using
optional oil absorbents; place absorbent pillow in unit. Stand
the grate on end. Move the top lifting straps out of the way
and place the grate into the Dandy Bag ®II so that the grate is
below the top straps and above the lower straps. Holding the
lifting devices, insert the grate into the inlet.
Maintenance: Remove all accumulated sediment and debris from
vicinity of unit after each storm event. After each storm event
and at regular intervals, look into the Dandy Bag 0 II. If the
containment area is more than 1/3 full of sediment, the unit
must be emptied. To empty unit, lift the unit out of the inlet
using the lifting straps and remove the grate. If using optional
oil absorbents; replace absorbent when near saturation.
GRATE DANDY BAG ®II
LIFT STRAPS
/
DANDY BAG ®II
AANORANGE WOVEN
IS
EN
MONOFILAMENT
/
.I
-DUMPING DUMPING STRAP
ALLOWS FOR EASY
REMOVAL OF CONTENTS
i
325
300
275
250
225
200
z 175
w
150
a_
125
100
75
50
25
FT.
- PRECAST CONCRETE
<
< Q0 ° g "
6 a
20" W Ems; N 24 6" OUTLET
PIPE
RECT. Wt's ° <
NV. 885.65
°
- - ---° - E
D- URE #2 DETAIL
GENERAL STAPLE RECOVVENDATIONS I�
x x
11/2, "S 1 I
X X X
B
X
x x
1 1/2 STAPLE PER SQ. YD.
1.. x x x x
20 I__
LX X 1 X X X X
1
x X x x x
xJ X x D x
4:1 3:1 2:1 1:1 LOW FLOW MED /"IGH FLOW
CHANNEL CHANNEL AND - x - - - - --
sHQRE-wE (D. 3 1/2 STAPLE PER SO. YD.
SLOPE CPADIEN_
Nc-E
1. 2'ANN --- LINING UhLIZE S-APLE PATTERN °C" WITH
ADDITIONAL STAPLES ON SDE SLOPES AT PROJECTED WATER
_ NE.
2, STAPLE PATTERNS AP%_v i0 ALL NORT'r AMERICAN OREE\
EROSION CONTROL BLANKETS. STAPLE PA-TERNS MA`' VER"
DEPENDING C'PON SOIL -H- AND AVERAGE RAINFALL.
3 AT S.OPE LENGTHS G, A-ER THAN 300 BEET OR W ERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
HLANKETS, STAPLE PA --ERN "C' SHOULD BE UTILIZED
E__'ROSIC\ C0\ I ROE VAT NSA A- " = DETAIL
NO SCALE
z ELEV. 891.00
EMERCENC\/ SPILLWAY DETA.
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SH GRADE - --
„L„
NEENAH R -3405
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15" and smaller
OR EQUAL
6
24"
6
- -
16'
6" to 9"
PRECAST CONCRETE
ELEV. 890.5�� -
•
'
9" to 12"
A
4.0
TOP BARREL
25.0
20"
WIDE
°
//
18"
RECT.
WEIR
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12.5
�!
ELEV.
889.65
54.5
29.5
15.0
7" ORIFICE
24"
55.5
78.5
42.5
22.0
GROUND
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D- URE #2 DETAIL
GENERAL STAPLE RECOVVENDATIONS I�
x x
11/2, "S 1 I
X X X
B
X
x x
1 1/2 STAPLE PER SQ. YD.
1.. x x x x
20 I__
LX X 1 X X X X
1
x X x x x
xJ X x D x
4:1 3:1 2:1 1:1 LOW FLOW MED /"IGH FLOW
CHANNEL CHANNEL AND - x - - - - --
sHQRE-wE (D. 3 1/2 STAPLE PER SO. YD.
SLOPE CPADIEN_
Nc-E
1. 2'ANN --- LINING UhLIZE S-APLE PATTERN °C" WITH
ADDITIONAL STAPLES ON SDE SLOPES AT PROJECTED WATER
_ NE.
2, STAPLE PATTERNS AP%_v i0 ALL NORT'r AMERICAN OREE\
EROSION CONTROL BLANKETS. STAPLE PA-TERNS MA`' VER"
DEPENDING C'PON SOIL -H- AND AVERAGE RAINFALL.
3 AT S.OPE LENGTHS G, A-ER THAN 300 BEET OR W ERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
HLANKETS, STAPLE PA --ERN "C' SHOULD BE UTILIZED
E__'ROSIC\ C0\ I ROE VAT NSA A- " = DETAIL
NO SCALE
z ELEV. 891.00
EMERCENC\/ SPILLWAY DETA.
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WATER MAIN CONNECTION DETAIL
NO SCALE
PIPE SIZE
„L„
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15" and smaller
8'
,,/
6"
15" to 21"
14'
16'
6" to 9"
21" to 30"
20'
'
9" to 12"
POST
4.0
TOP BARREL
25.0
35.0
19.0
10.0
//
18"
31.5
44.5
BACKFILL
12.5
6.5
_FLOW
38.0
54.5
29.5
15.0
7.5
24"
55.5
78.5
42.5
22.0
GROUND
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LOWER BARREL
'
CREOSOTED
"x6 "x1'
2 -6" WOOD
BLOCKING
EXISTING
POLYETHYLENE
SOIL
NON -WOVEN
WRAP
BOTTOM OF
WHEN JOINING TWO OR MORE
FILTER FABRIC
6" X 6" TRENCH
DITCH
SILT FENCES TIE THE TWO
EXTENDS INTO TRENCH
w
EXISTING NYLON CORDS.
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SILT
FENCE DETAF
NO SCALE
z
3,000 PSI CONC-
0
THRUST BLOCK
TRENCH WIDTH
SIDE VIEW
FRONT VIEW
GATE VALVE BOX
SETTING
NO SCALE
D1 EXISTING
WATER
MAIN
VE
I I
I I
TAPPING SLE
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Lcj
WATER MAIN CONNECTION DETAIL
NO SCALE
PIPE SIZE
„L„
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d50
15" and smaller
8'
9.5'
6"
15" to 21"
14'
16'
6" to 9"
21" to 30"
20'
24'
9" to 12"
APRON^ AT
FILTER
FABRIC
1 1
L
i
SLOPE
CHECK
6"
DITCH CHECK
JOINING FENCES
36
12
POST
NON -WOVEN
42
5.5
3.0
1 a"
19.0
FABRIC
14.0
POST
4.0
16"
25.0
35.0
19.0
10.0
5.0
18"
31.5
44.5
BACKFILL
12.5
6.5
_FLOW
38.0
54.5
29.5
15.0
7.5
24"
55.5
78.5
42.5
22.0
GROUND
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EXISTING
SOIL
NON -WOVEN
BOTTOM OF
WHEN JOINING TWO OR MORE
FILTER FABRIC
6" X 6" TRENCH
DITCH
SILT FENCES TIE THE TWO
EXTENDS INTO TRENCH
END POSTS TOGETHER WITH
EXISTING NYLON CORDS.
SILT
FENCE DETAF
NO SCALE
HYDRANT SHALL MEET LOCAL FIRE CODES AND
LOCAL WATER UTILITY SPECIFICATIONS
"L" (MIN.) OR
AS REQUIRED BY WATER UTILITY
CONC. COLLAR
C -1 VALVE BOX
GRANULAR
BACKFILL REQ'D
AROUND BASE 6" GATE VALVE
& BARREL
MAIN
CONC. BLOCK -
DRAIN
CONC. PAD 6" HYD. BRANCH
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM OF 6' FROM ALL
DRIVEWAY OPENINGS
MAIN
LINE
DIMENSION "L"
(MINIMUM)
6"
35"
8
36
12
39
16
42
FIRE HYDRANT ASSEMBLY
NO SCALE
FORMED
CONCRETE
BLOCKING
FORMED
CONCRETE
BLOCKING
II �
T
1+
CONCRETE
BLOCKING
AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH.
ARFA IN SOIJARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING
10"
10.0
14.0
7.5
4.0
2.0
12"
14.0
20.0
11.0
5.5
3.0
1 a"
19.0
27.0
14.0
7.5
4.0
16"
25.0
35.0
19.0
10.0
5.0
18"
31.5
44.5
24.0
12.5
6.5
20"
38.0
54.5
29.5
15.0
7.5
24"
55.5
78.5
42.5
22.0
11.0
TYPICAL THRUST BLOCKING UE i AIL
NO SCALE
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(MIN)
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GRADE @1% OR
AS SHOWN BELOW
PLAN
100' 25' 1 25'
1 %(MIN.) @ 2% 1 9 2%
PROFILE
NOTE:
1. STONE SIZE SHALL CONFORM TO ASTM D48
SIZE #1 (1 112" TO 3 112" DIA.).
2. PER'ODIC 2" STONE TOP DRESSING & WASHING
AS REQUESTED BY COUNTY /CITY.
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
NO SCALE
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