20161069 Ver 2_C502 6-19-17_20190108

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Curb iron with environmental message "No Almetek Industries, Inc
9 Coordinates are given for center of structure. �
John Bouchard & Sons Co. curb Curb iron Concrete curb dumping - drains to river Contractor shall adjust frame and grate location 1-800-248-2080
inlet No. 3080 (grate type A) Curb iron Grass such that curb iron is aligned with curb. If www.Almetek.Com
item #: rainSD-marker C:
rain Storm d•!� L
rectangular structure is used in lieu of circular,
Curb iron opening Pavement W W W W W W W contractor shall make necessary adjustments for M
Pavement see f/ WWWWWWWWWWWW correct installation location.
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OUMp/Npavement section detail
Brick behind curbL LLL L c o o 0
ron d a LLLLLLL o o O 7i (� ti U
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Station location Coordinates 0 0 Z Z
0 o Curb ��-+
Concrete curb W W W W W W %W W W W W W W W W STORM SEWER 0 0 * * L Cfl •�
a ° �
° _L LLL
28" Opening 0 34" Opening Q° d o o ° DUMP NO _ DRAIN TO a d L L L L L L L L L
° a d WASTE! RIVERS D D
a ° a LLLLLLL �, <v 0 C: U
Z] ° Top elevation L L L L L J _y Z
° 48" 0 Precast Outlet along roadway q � Al S T O � �S T Q � • C • 0
a ° concrete manhole
with reinforcing 9. pipe 48 Diameter catch basins are the standard design. O
48"0 Precast ad However, contractor shall adjust size upward if
Inlet required due to pipe sizes or angles. The minimum Bolt storm drain marker to
concrete manhole ,d . . q P P 9
6 48 Diameter 6 6 48 Diameter 6 hirzontal distance between an two pipes shall be top of casting
with reinforcing pipe Y P P . .
8".
..... ............. ......................... .............
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4 a !Z
Inlet JUNCTION BOX COVER CATCH BASIN W/ NO CURB IRON c0 c�
Inlet or .........
Portland outlet pipe Outlet Portland Pipe ................. Q�� a ��� M cV
cement rout C
cement grout g John Bouchard & Sons Co. Catch basin shall be modified to accept Catch basin shall be modified to accept John Bouchard > CO c
a :: Curb inlet No. 3080 Pipe John Bouchard and Sons frame and No. 4254 frame and grate (or approved equal) for \I I , W
a. ... .. ... ... . .. q-4, 11 (or approved equal) for construction of catch basins with no curb iron. `V
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construction o junction box
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a _ 48" O Precast � W
_ of
.........................
`o d `o concrete manhole ....................... 0 0 U Z
If catch basin is located in low point in pavement Z
with reinforcing J
without curb (grate type B), then contractor shall J U LU
modify catch basin to accept John Bouchard and
Sons frame and grate No. 4254. Q J Z J
SECTION SECTION PLAN Zco
Q O > N
1 Junction Box - Catch Basin Detail
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N.T.S. Y CD
AN O H
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PIPE OPENING
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PIPE 0 A B C D E F
12"
32"
48"
30"
26"
24"
6"
15"
32"
48"
30"
26"
24"
6"
18"
32"
48"
30"
26"
24"
6"
24"
48"
72"
44"
36"
36"
8"
30"
48"
72"
44"
36"
36"
8"
36"
80"
102"
54"
60"
64"
8"
42"
80"
102"
54"
60"
64"
8"
48"
80"
102"
54"
60"
64"
8"
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La Varies see Schedule N
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NOTE:
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RIPRAP
RIPRAP
(n
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta i I
Rip -Rap Apron with
d50 SIZE
a
2
0
7.5
12
6
9
Elevation SHOWING REINFORCEMENT FOR APPROVAL.
Filter Fabric installed
n__ n__c_._
E
D50 Ri Ra size C 0
variesInstall Filter Fabric C
A
beneath rip -rap.
Concrete Curb a a
\\
6
(Background)
Sod swale beyond
Filter Fabric
Section A -A
1
D50 Ri Ra size C 0
variesInstall Filter Fabric C
A
beneath rip -rap.
Concrete Curb a a
\\
6
(Background)
Sod swale beyond
Filter Fabric
Section A -A
Concrete Curb 1 101 1 V 1 C VV uci icau i i iN 01J. See OI leel uzu I IUI
Curb Cut locations 0
c
0
2 3
Precast Concrete Headwall Curb Cut
U
N.T.S. N.T.S.
0)
TOP OF STRUCTURE Top = 819.05.cc
ELEV. = 819.0
p
.
° d 6" PVC SCREW 4
TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL d
TO THE PROPER FUNCTION OF THE < °
aBASIN. CONTRACTOR SHALL ENSURE - �'
a d ° d THAT THE ELEVATIONS ARE CORRECT. °
° 4 MAX.SQ
d d 4
d.
\ ° 4
'
Inv 817.0
d
1 ° a d 90° V -Notch Weir �,
d � ° d
°
4
a
°
18" HDPE d d d d° a ° 1" 0 BAR o
INVERT 816.0 INVERT= 816.0 ° d d o
6" PVC 6" PVC TEE ° z
//j d d da Q 4 ili�ip,'i
::.a:: d /\\\ ° a 4 a a 4»MAX.
° � p ��\ d BASIN CONVERSION = EA
030176
6" PVC CAP ° a I° 6 PVC SCREW 1. Contractor shall remove all excess sediment In the bottom w&I
WITH 2.5" HOLE d d d i ° ° TYPE PLUG of i d / the basin and regrade as needed to final elevation sh wn/ DRILLED
INVERT 815.0 ° Plan View 'f.
r 5blnd C201.Inv_816.0 N.T.S.
\ 2. Contractor shall reseed and stabilize all disturbed
�'..
,.
�
areas.
3. Contractor to remove dewatering device install PVC
g ce anDrawn By CDB
BASIN \\\ Tee with cap and 2.5 hole as shown on this plan. Patching
,// i / //
4" LAYER OF #57 STONE and Corin holes as needed to match the proper elevations. Checked EJB
UNDER STRUCTURE ��\//\\//\\//\\//\\//\\//\\//\\//\//\// / //\! j //\//j 9 P I�
\�\\��\\�\\ 4. Contractor shall I re move cover over V -Notch weir.
//\\///\\//\\//\\� 1$ HDPE Approved EJB
\\,��\\/,\\/,\\\/,\\\\\/,\\\//\/,\\,,\\/,\�' __------------ 6" PVC CAP WITH 2.5" HOLE Job No. 217045
Section \/\\/\\/\\ \/\\/\\/\\/\\/\\ DRILLED INVERT 815.0
N.T.S.
Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4 C502
Outlet Structure # 1 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.
NOTE:
D
Do
W
a
L
D
RIPRAP
RIPRAP
(n
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta i I
Rip -Rap Apron with
d50 SIZE
MAX. SIZE
2
3
7.5
12
6
9
Elevation SHOWING REINFORCEMENT FOR APPROVAL.
Filter Fabric installed
n__ n__c_._
},
—1
Concrete Curb 1 101 1 V 1 C VV uci icau i i iN 01J. See OI leel uzu I IUI
Curb Cut locations 0
c
0
2 3
Precast Concrete Headwall Curb Cut
U
N.T.S. N.T.S.
0)
TOP OF STRUCTURE Top = 819.05.cc
ELEV. = 819.0
p
.
° d 6" PVC SCREW 4
TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL d
TO THE PROPER FUNCTION OF THE < °
aBASIN. CONTRACTOR SHALL ENSURE - �'
a d ° d THAT THE ELEVATIONS ARE CORRECT. °
° 4 MAX.SQ
d d 4
d.
\ ° 4
'
Inv 817.0
d
1 ° a d 90° V -Notch Weir �,
d � ° d
°
4
a
°
18" HDPE d d d d° a ° 1" 0 BAR o
INVERT 816.0 INVERT= 816.0 ° d d o
6" PVC 6" PVC TEE ° z
//j d d da Q 4 ili�ip,'i
::.a:: d /\\\ ° a 4 a a 4»MAX.
° � p ��\ d BASIN CONVERSION = EA
030176
6" PVC CAP ° a I° 6 PVC SCREW 1. Contractor shall remove all excess sediment In the bottom w&I
WITH 2.5" HOLE d d d i ° ° TYPE PLUG of i d / the basin and regrade as needed to final elevation sh wn/ DRILLED
INVERT 815.0 ° Plan View 'f.
r 5blnd C201.Inv_816.0 N.T.S.
\ 2. Contractor shall reseed and stabilize all disturbed
�'..
,.
�
areas.
3. Contractor to remove dewatering device install PVC
g ce anDrawn By CDB
BASIN \\\ Tee with cap and 2.5 hole as shown on this plan. Patching
,// i / //
4" LAYER OF #57 STONE and Corin holes as needed to match the proper elevations. Checked EJB
UNDER STRUCTURE ��\//\\//\\//\\//\\//\\//\\//\\//\//\// / //\! j //\//j 9 P I�
\�\\��\\�\\ 4. Contractor shall I re move cover over V -Notch weir.
//\\///\\//\\//\\� 1$ HDPE Approved EJB
\\,��\\/,\\/,\\\/,\\\\\/,\\\//\/,\\,,\\/,\�' __------------ 6" PVC CAP WITH 2.5" HOLE Job No. 217045
Section \/\\/\\/\\ \/\\/\\/\\/\\/\\ DRILLED INVERT 815.0
N.T.S.
Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4 C502
Outlet Structure # 1 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.