20161069 Ver 2_C502 8-2-17_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 iron Concrete curb dumping - drains to river Contractor shall adjust frame and grate location 1-800-248-2080
Grass www.Almetek.Com
Curb iron
curb inlet No. 3080 such that curb iron is aligned with curb. If marker C:
rain Storm d.!� L
rectangular structure is used in lieu of circular, item #: rain
Curb iron opening Pavement W W W W W W W contractor shall make necessary adjustments for
SD -4 CIO
Pavement see f W W W W W W W W W W W correct installation location.
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LLLLLLpavement section detail DUMP/ c
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Bcbehind curb LL LL 0 �
ron LLLLLLL O U
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Coordinates Station location
41
. Curb
Concrete curb W W W W W W W W W W W W W W W STORM SEWER
a ^ ^ LO
a
28" Opening 0 34" Opening Q a a ° o o DUMP NO _ DRAIN TC a ° L L L L L L L L L O <<`
° a° a WASTE. RIVERS D D 0 -Il U
Z] Top elevation °,p L L L L L L LLLL L J� o o �� (n z p
° along roadway 48"0 Precast q / \
a concrete manhole Outlet N S T O �S T Q
with reinforcing 9. PIP.. 48" Diameter catch basins are the standard design.O IZ
48"O Precast a° 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 0
with reinforcing pipe Y P P
8". v,
a °
...........
° .;... .. .......... O
4, .... .... ......................... . . . .. . . . . . .. . . . . . . . . . . . . . . . .. L
I
JUNCTION BOX COVER CATCH BASIN W/ NO CURB IRON c0 N
Inlet or
Portland outlet pipe p palet Portland QQ� g"" ��� M N
cement rout CO rn
cement grout g John Bouchard &Sons Co. Catch basin shall be modified to accept Catch basin shall be modified to accept John Bouchard > U 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. ... .. ... ... ..... y4l' 11 (or approved equal) for construction of catch basins with no curb iron. `V
.. .. .. ... .. .. .. .. ...
;.. _ .10
.. ....... ....... .. .. .. construction o junction box N
,
a f 'u
° a _ 48"O Precast C W
concrete manhole O O U Z
with reinforcing
If catch basin is located in low point in pavement Z
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 W
SECTION SECTION PLAN Zco
QWO >N
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Junction Box - Catch Basin Detail
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N.T.S. Y
AN O H
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PIPE OPENING
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a a a
a a
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a a a a a a a
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B
PIPE 0 A B C D E F
12"
32"
48"
30"
26"
24"
6"
151,32
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"
I >
La Varies see Schedule N
D50 Rip-Rapsize C 0
AVal Install Filter Fabric C
beneath rip -rap. �
Concrete Curb o a
(Background) D ��i��MiM
Sod swale beyond
Filter Fabric
Section A -A
A
�
------------------
NOTE.
0
D
a
RIPRAP
RIPRAP
(n
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta i I
Rip -Rap Apron with
E;:
dso SIZE
MAX. SIZE
D50 Rip-Rapsize C 0
AVal Install Filter Fabric C
beneath rip -rap. �
Concrete Curb o a
(Background) D ��i��MiM
Sod swale beyond
Filter Fabric
Section A -A
------------------
D50 Rip-Rapsize C 0
AVal Install Filter Fabric C
beneath rip -rap. �
Concrete Curb o a
(Background) D ��i��MiM
Sod swale beyond
Filter Fabric
Section A -A
Concrete Curb I I l � I V I'll uci icou 1 1 ll oN• wee JI leer uzu I IUI
Curb Cut locations 0
c
0
2 3 U)
Precast Concrete Headwall Curb Cut
U
N.T.S. N.T.S.
0)
TOP OF STRUCTURE Top = 828.05,cc
ELEV. = 828.0
4
.
° ° 6" PVC SCREW
d
< TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL a
a \
TO THE PROPER FUNCTION OF THE
a 4, BASIN. CONTRACTOR SHALL ENSURE .44"MAX. ° s
a THAT THE ELEVATIONS ARE CORRECT.
4
4
1 ' Inv = 826.5 a
\ � ° Q d in �
4 a ° ° :?
° ca
24" HDPE a ° . ° . Q. ° 1 " 0 BAR
INVERT 825.0 INVERT= 825.0 ° a ° d
6" PVC 6" PVC TEE ° ° ° a a 4' Rectangular Weir z
°
4"MAX. y� 1Vtll1R�;>>��,
a � Q o
° a 4 a
SEAQ.
°
BASIN CONVERSION 03017"
/\\ 6" PVC CAP a ° ° I a 6 PVC SCREW 1. Contractor shall remove all excess sediment in the bottom
oN
WITH 3.0 HOLE i a i TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
� g
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DRILLED ° � ° � a
INVERT 824.0 a a below and on C201Plan View
. �r
Inv - 825.0 ' N.T.S.
2. Contractor shall reseed and stabilize all disturbed areas.
X\11,
\/\\/\\/\ ��j \;\j /\\� 3. Contractor to remove dewatering device and install PVC Drawn By CDB
�/ ° \//N� Tee with ca and 3" hole as shown on this Ian. Patching
4" LAYER OF #57 STONE BASIN//\ /\ p p g
//\\/� and Corin holes as needed to match the proper elevations. Checked EJB
UNDER STRUCTURE and
/ / / //\! j //\//j g P l�
\/\/\/\/\/\/\/\/\ \ \��\��\\��� 4. Contractor shall I re move cover over Recta n u la r weir.
\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� 24 HDPE II g Approved EJB
.\;\j\\j\j\�\� 6 PVC CAP WITH 3.0 HOLE
Section / // // // // // // // DRILLED INVERT 824.0
Job No. 217045
��N.T.S. 8-2-17
N.T.S. Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #2 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.
NOTE.
D
a
RIPRAP
RIPRAP
(n
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta i I
Rip -Rap Apron with
dso SIZE
MAX. SIZE
'—
2
3
7.5
12
6
9
Elevation SHOWING REINFORCEMENT FOR APPROVAL.
Filter Fabric installed
n__ n__c_._
},
Concrete Curb I I l � I V I'll uci icou 1 1 ll oN• wee JI leer uzu I IUI
Curb Cut locations 0
c
0
2 3 U)
Precast Concrete Headwall Curb Cut
U
N.T.S. N.T.S.
0)
TOP OF STRUCTURE Top = 828.05,cc
ELEV. = 828.0
4
.
° ° 6" PVC SCREW
d
< TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL a
a \
TO THE PROPER FUNCTION OF THE
a 4, BASIN. CONTRACTOR SHALL ENSURE .44"MAX. ° s
a THAT THE ELEVATIONS ARE CORRECT.
4
4
1 ' Inv = 826.5 a
\ � ° Q d in �
4 a ° ° :?
° ca
24" HDPE a ° . ° . Q. ° 1 " 0 BAR
INVERT 825.0 INVERT= 825.0 ° a ° d
6" PVC 6" PVC TEE ° ° ° a a 4' Rectangular Weir z
°
4"MAX. y� 1Vtll1R�;>>��,
a � Q o
° a 4 a
SEAQ.
°
BASIN CONVERSION 03017"
/\\ 6" PVC CAP a ° ° I a 6 PVC SCREW 1. Contractor shall remove all excess sediment in the bottom
oN
WITH 3.0 HOLE i a i TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
� g
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DRILLED ° � ° � a
INVERT 824.0 a a below and on C201Plan View
. �r
Inv - 825.0 ' N.T.S.
2. Contractor shall reseed and stabilize all disturbed areas.
X\11,
\/\\/\\/\ ��j \;\j /\\� 3. Contractor to remove dewatering device and install PVC Drawn By CDB
�/ ° \//N� Tee with ca and 3" hole as shown on this Ian. Patching
4" LAYER OF #57 STONE BASIN//\ /\ p p g
//\\/� and Corin holes as needed to match the proper elevations. Checked EJB
UNDER STRUCTURE and
/ / / //\! j //\//j g P l�
\/\/\/\/\/\/\/\/\ \ \��\��\\��� 4. Contractor shall I re move cover over Recta n u la r weir.
\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� 24 HDPE II g Approved EJB
.\;\j\\j\j\�\� 6 PVC CAP WITH 3.0 HOLE
Section / // // // // // // // DRILLED INVERT 824.0
Job No. 217045
��N.T.S. 8-2-17
N.T.S. Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #2 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.