HomeMy WebLinkAbout83-1801 - Construction Details002a
0
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13 1MDE FLOODPLAIN
1
2' WIDE LOG SLOT
CrYP. OF 5)
WINGWALLS
PEAK WATER ELEVATION WITH ELEVATION CONTROL IN PLACE
(20 -YEAR STORM)
2" WIDE LOG SLOT
rffY P. OF 8)
4' T1P.
F El D, I T Jry
5
c
FLARED END SECTION \\\
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w
15 WIDE CATCH POOL
T.O.W.=5
4' WIDE WEIR
A A'
L
2 ELEVATION
CONTROL
5BENCH
i
7 PERMANENT 1
R,J POOL
4 ANCHORS CFYP.
PRECAST CATCH POOL - SECTION VIEW
1'=5'
1�
5/S 0 CONCRETE
ANCHORS
L .
L•
2' TIMBER
1'
A t: <
L
L 3"x 2"XAN jw x&ILONG L2"x2'xy4"x3'-6'LONG
(WELD TO L 3" x 2"x Y41
B'
SECTION A -A'
2' TIMBER
t
L 3" x 2" x III 5/8 0 CONCRETE
x4'LONG ANCHORS
SECTION B -B'
PROFILE
SCALE I "=5' HORIZONTAL AND VERTICAL
Date
EXISTING OR
DESCRIPTION
WATER
PROPOSED SLOP
s
AT
CLEAR
BROOK ROAD AT THE HEI
SEE SILTATION
IN
_
SOUTH YARMOUTH
t
V=20LOW
EL =7
tb;;ON�O.
1
WATER - 1.1..25
72"f
A.� P•
1146 ROUTE 28
I PROPOSED SLOPE
PROTECTED Z
07006-2
CHECKED
BY: RPd
AREA
2 P MANENT POO
;
SLOPE =.0625 '' '
;', :!. • . ; . �,,<-.:; <l: • _ . < r .
-
COUPLING
EXIST. GROUND
<
(,
I
HYDRO -SEED DISTURBED SLOPES.
°
I
---1— BALES TO BUTT
12" MIN.
SILTATION
wl TOGETHER
y
MATCH EXISTING CULVERT
°
}—
-, `
INV=2.2'
NOTE:
ALL ANGLES TO BE GALVANIZED
°
w1
WI
ELEVATION VIEW
PROTECTED
28CONCRETE FISH LADDER
_
20 CONCRETE SLUICEWAY
20 CONCRETE CATCH BOX
15 WIDE CATCH POOL
T.O.W.=5
4' WIDE WEIR
A A'
L
2 ELEVATION
CONTROL
5BENCH
i
7 PERMANENT 1
R,J POOL
4 ANCHORS CFYP.
PRECAST CATCH POOL - SECTION VIEW
1'=5'
1�
5/S 0 CONCRETE
ANCHORS
L .
L•
2' TIMBER
1'
A t: <
L
L 3"x 2"XAN jw x&ILONG L2"x2'xy4"x3'-6'LONG
(WELD TO L 3" x 2"x Y41
B'
SECTION A -A'
2' TIMBER
t
L 3" x 2" x III 5/8 0 CONCRETE
x4'LONG ANCHORS
SECTION B -B'
PROFILE
SCALE I "=5' HORIZONTAL AND VERTICAL
it I II
II � II
II � I II
II " II
�"" II o II
1" PREFORMED I 1 I I W.Pwersedion of face of "N of
FILLER I I I Iro.r�� and face of wft"Iff (60
JOINT SEALER II1" PREFORMED FILLER (TI
SQUARE SECTION 12" (TYP.), /\
BOTH FACEST /IIII I 1 /�
AREA of FLOW
i
°
LINE 3 I
��� IJ�SET 1 BALE PERPENDICULAR
°EVERY 50" !� 5% OR GREATEROPES OF
II ° I
PLAN VIEW
SEE '
DETAIL A fooe of ;
oN %� 15" (TYP.) \�
QUAIL A �,l , \ �, 6' (TYP•)
� 4'-0"
12" (TYP-)
12" DEEP RIPRAP (TYP.) y� _ _ -A-
PLAN
N.T.S.
m
DESIGN WATER
FL = 5.0'
JT.
I WALL
ELEVATION
N.T.S.
12" RIPRAP,
(TYP•) , 1I
TYPICAL CROSS-SECTION
P AY
42' SUPPORT NET
IIIIN so POST
FILTER
FABRIC
SUPPORI NET ROW BACKFILL AND
)STS .. /LFII TFR COMPACT
• DRIVE THE POSTS INTO THE GROUND UNTIL THE
BOTTOM OF THE FILTER FABRIC IS
APPROXIMATELY 6' INTO THE TRENCH.
• LAY THE BOTTOM V OF FILTER FABRIC
INTO THE TRENCH.
• BACKFILL THE TRENCH WITH NATIVE SOIL AND
COMPACT, MAKING SURE THE FILTER FABRIC
TOE IS IN PLACE
SILTATION BARRIER
N.T.S.
IVE SOIL
TOP VI
POSTS
IIIIIIIIIIIIEZ
COUPLING OF T
SILT FENCE
FROM
Date
EXISTING OR
DESCRIPTION
R E V I S 1 0 N S
PROPOSED SLOP
AT
CLEAR
BROOK ROAD AT THE HEI
SEE SILTATION
IN
SOUTH YARMOUTH
SCALE: 1"
FENCE DETAIL
EL =7
TOWN OF YARMOUTH
1 EXISTING OR
72"f
A.� P•
1146 ROUTE 28
I PROPOSED SLOPE
PROTECTED Z
07006-2
CHECKED
BY: RPd
AREA
\END
COUPLING
EXIST. GROUND
`INSTALL 4' LOAM AND
(,
I
HYDRO -SEED DISTURBED SLOPES.
°
I
---1— BALES TO BUTT
12" MIN.
SILTATION
wl TOGETHER
FENCE
°
}—
0i--
r
NOTE:
ALL ANGLES TO BE GALVANIZED
°
w1
WI
ELEVATION VIEW
PROTECTED
it I II
II � II
II � I II
II " II
�"" II o II
1" PREFORMED I 1 I I W.Pwersedion of face of "N of
FILLER I I I Iro.r�� and face of wft"Iff (60
JOINT SEALER II1" PREFORMED FILLER (TI
SQUARE SECTION 12" (TYP.), /\
BOTH FACEST /IIII I 1 /�
AREA of FLOW
i
°
LINE 3 I
��� IJ�SET 1 BALE PERPENDICULAR
°EVERY 50" !� 5% OR GREATEROPES OF
II ° I
PLAN VIEW
SEE '
DETAIL A fooe of ;
oN %� 15" (TYP.) \�
QUAIL A �,l , \ �, 6' (TYP•)
� 4'-0"
12" (TYP-)
12" DEEP RIPRAP (TYP.) y� _ _ -A-
PLAN
N.T.S.
m
DESIGN WATER
FL = 5.0'
JT.
I WALL
ELEVATION
N.T.S.
12" RIPRAP,
(TYP•) , 1I
TYPICAL CROSS-SECTION
P AY
42' SUPPORT NET
IIIIN so POST
FILTER
FABRIC
SUPPORI NET ROW BACKFILL AND
)STS .. /LFII TFR COMPACT
• DRIVE THE POSTS INTO THE GROUND UNTIL THE
BOTTOM OF THE FILTER FABRIC IS
APPROXIMATELY 6' INTO THE TRENCH.
• LAY THE BOTTOM V OF FILTER FABRIC
INTO THE TRENCH.
• BACKFILL THE TRENCH WITH NATIVE SOIL AND
COMPACT, MAKING SURE THE FILTER FABRIC
TOE IS IN PLACE
SILTATION BARRIER
N.T.S.
IVE SOIL
TOP VI
POSTS
IIIIIIIIIIIIEZ
COUPLING OF T
SILT FENCE
FROM
Date
DESCRIPTION
R E V I S 1 0 N S
CONSTRUCTION DETAIL`,
AT
CLEAR
BROOK ROAD AT THE HEI
IN
SOUTH YARMOUTH
SCALE: 1"
= 10'
DATE: JULY 13,
TOWN OF YARMOUTH
ENGINEERING DIVISION
1146 ROUTE 28
SOUTH YARMOUTH, MA 0266
DRAWN BY: TDM
07006-2
CHECKED
BY: RPd