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 Curb iron Concrete curb dumping - drains to river Contractor shall adjust frame and grate location 1-800-248-2080
Grass www.Almetek.Com
inlet No. 3080 Curb iron 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
Pavement see f
SD-4 CIO
/;Brick ° a WW WW WW W WW W WW WW WW WW W W WW W WW
W
W correct installation location.
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ppavement section detail L
4x
V—J behind curb LL LL 0
ron LLLLLLL O U
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/ Station location Coordinates D n
�� 0 Curb D O
Concrete curb
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28" Opening 0 34" OpeningQ a a ° o o DUMP NO _ DRAIN TO a ° L L L L L L L L L
° a° a WASTE. RIVERS
Z] Top elevation °,p L L L L L L L J� o o �� (n z � 0
° 48"0 Precast along roadway q / \
a concrete manhole Outlet N S T O �S TO
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with reinforcing 9. PIP.. 48" Diameter catch basins are the standard design. O
48"0 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 i e hirzontal distance between an two pipes shall be top of casting
with reinforcing_6"_P P Y P P
a ° 8" 0
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Inlet JUNCTION BOX COVER CATCH BASIN W/ NO CURB IRON c0 N
Inlet or
Portland outlet pipe p palet Portland Pipe QQ� g"" ��� M N
cement rout 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. ... .. ... ... ..... Q�pe 11 (or approved equal) for construction of catch basins with no curb iron. `V
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;.. _ . construction o junction box N
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48" O Precast W
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a a ° t° ° co concrete manhole ....................... O O
with reinforcing U Z
If catch basin is located in low point in pavement Z
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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 ZJ co
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Junction Box - Catch Basin Detail
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N.T.S. Y
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PIPE OPENING
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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"
2
3
7.5
12
6
9
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
D50 Rip-Rapsize C 0
Avaries Install Filter Fabric C
beneath rip -rap. �
Concrete Curb o a
77
(Background) D ���iiii
Sod swale beyond
Filter Fabric
Section A -A
A
�
NOTE.
0
D
. .�...
C:
RIPRAP
RIPRAP
W
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta i I
Rip -Rap Apron with
d50 SIZE
MAX. SIZE
D50 Rip-Rapsize C 0
Avaries Install Filter Fabric C
beneath rip -rap. �
Concrete Curb o a
77
(Background) D ���iiii
Sod swale beyond
Filter Fabric
Section A -A
Concrete Curb 1 101 1 V 1 C VV "vi icau i i iN aN• See JI leel uzu I IUI
Curb Cut locations 0
c
0
2 3 U)
Precast Concrete Headwall Curb Cut
U
N.T.S. N.T.S.
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TOP OF STRUCTURE Top = 807.05,cu
ELEV. = 807.0
4
.\\.
�\ ° ° 6" PVC SCREW
a
j� < TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL a
TO THE PROPER FUNCTION OF THE
4 \
a 4 °
BASIN. CONTRACTOR SHALL ENSURE 4"MAX. s
° a THAT THE ELEVATIONS ARE CORRECT.
Q
a
1 ' Inv = 805.2 a
\ a ° a a .n �
4 ° ° ° :?
°
a ° 1 " 0 BAR
18" HDPE a ° ° Q
INVERT 804.0 INVERT= 804.0 ° a ° � d
6" PVC 6" PVC TEE ° ° ° a a 4 Rectangular Weir z
°
a. /j\\\ a a a 4"MAX.
a Q
\ i' �� ° °a
�rr .
°
\\/ a �� A
BASIN CONVERSION 0301767n
6" PVC CAP a ° i I a 6 PVC SCREW 1. Contractor shall remove all excess sediment in the bottom
WITH 3.7 HOLE i a i TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
g
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DRILLED ° ° a Plan V eW
INVERT 803.0 a ° below and on C201. �r
Inv - 804.0 '
4. 2. Contractor shall reseed and stabilize all disturbed areas.
3. Contractor to remove dewatering device and install PVC Drawn By CDB
\//�� Tee with ca and 3.7" hole as shown on this Ian. Patching
4" LAYER OF #57 STONE/\%\\%\\%\ BASIN//\ /\ p p g
//\//\//\//\//\ \ \/ /\\\//\\/� and coringholes as needed to match the proper elevations. checked EJB
UNDER STRUCTURE
\\ /j P l�
\/\/\/\/\/\/\/\ \ �I \��\\��� 4. Contractor shall remove cover over Rectangular u la r weir.
\//\\//\\\\\\\\\\\\//\\� 18 HDPE g Approved EJB
///\/,\� _------ 6" PVC CAP WITH 3.7" HOLE
Section
DRILLED INVERT 803.0
Job No. 217045
N.T.S.
Elevation N.T.S. 8-2-17
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #4 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.
NOTE.
D
a
RIPRAP
RIPRAP
W
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
M
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},
Concrete Curb 1 101 1 V 1 C VV "vi icau i i iN aN• See JI leel 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 = 807.05,cu
ELEV. = 807.0
4
.\\.
�\ ° ° 6" PVC SCREW
a
j� < TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL a
TO THE PROPER FUNCTION OF THE
4 \
a 4 °
BASIN. CONTRACTOR SHALL ENSURE 4"MAX. s
° a THAT THE ELEVATIONS ARE CORRECT.
Q
a
1 ' Inv = 805.2 a
\ a ° a a .n �
4 ° ° ° :?
°
a ° 1 " 0 BAR
18" HDPE a ° ° Q
INVERT 804.0 INVERT= 804.0 ° a ° � d
6" PVC 6" PVC TEE ° ° ° a a 4 Rectangular Weir z
°
a. /j\\\ a a a 4"MAX.
a Q
\ i' �� ° °a
�rr .
°
\\/ a �� A
BASIN CONVERSION 0301767n
6" PVC CAP a ° i I a 6 PVC SCREW 1. Contractor shall remove all excess sediment in the bottom
WITH 3.7 HOLE i a i TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
g
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ DRILLED ° ° a Plan V eW
INVERT 803.0 a ° below and on C201. �r
Inv - 804.0 '
4. 2. Contractor shall reseed and stabilize all disturbed areas.
3. Contractor to remove dewatering device and install PVC Drawn By CDB
\//�� Tee with ca and 3.7" hole as shown on this Ian. Patching
4" LAYER OF #57 STONE/\%\\%\\%\ BASIN//\ /\ p p g
//\//\//\//\//\ \ \/ /\\\//\\/� and coringholes as needed to match the proper elevations. checked EJB
UNDER STRUCTURE
\\ /j P l�
\/\/\/\/\/\/\/\ \ �I \��\\��� 4. Contractor shall remove cover over Rectangular u la r weir.
\//\\//\\\\\\\\\\\\//\\� 18 HDPE g Approved EJB
///\/,\� _------ 6" PVC CAP WITH 3.7" HOLE
Section
DRILLED INVERT 803.0
Job No. 217045
N.T.S.
Elevation N.T.S. 8-2-17
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #4 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.