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 n0 Curb D Concrete curb
......................... ...............
^ ILL
a
28" Opening 0 34" Opening
° d .Qad DUMP NO_ DRAIN O a ° L L L L L LLL L
d WASTE. RIVERO <<`
3:a 0
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
Q
with reinforcing 9. PIP.. 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 i e hirzontal distance between an two pipes shall be top of casting �n
with reinforcing_6"_P P Y P P
a ° 8" 0
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Q, °
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� i
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
.. .. .. ... .. .. .. .. ...
;.. _ . construction o junction box N
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a f 'u
48" O Precast W
...
..........................
a a ° t° d 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
AN O H
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PIPE OPENING
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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"
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La Varies see Schedule N
D50 Rip-Rapsize C 0
Avaries Install Filter Fabric Co o
beneath rip -rap. �
Concrete Curb o a
\ \
(Background) D ��ii�ii ii
Sod swale beyond
Filter Fabric
Section A -A
VWC>UW I k k " I k k k k k k k k ('rl1CC, k k k \. k k k k k
A
�
NOTE.
0
D
.�... ,:'
C:
RIPRAP
RIPRAP
(n
CONTRACTOR SHALL SUBMIT DRAWINGS
P l a n Toe D eta I I
Rip -Rap Apron with
dso SIZE
MAX. SIZE
D50 Rip-Rapsize C 0
Avaries Install Filter Fabric Co o
beneath rip -rap. �
Concrete Curb o a
\ \
(Background) D ��ii�ii ii
Sod swale beyond
Filter Fabric
Section A -A
VWC>UW I k k " I k k k k k k k k ('rl1CC, k k k \. k k k k k
Concrete Curb 1 101 1 V 1 C VV uci icau i i iN aN• See JI leel uzu I IUI
Curb Cut locations 0
c
0 ._
23
U
Precast Concrete Headwall Curb Cut
N.T.S. N.T.S.
C)
TOP OF STRUCTURE Top = 807.05,cc
ELEV. = 807.0
-------
<6" 6" PVC SCREW a
TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL
TO THE PROPER FUNCTION OF THE < a
a BASIN. CONTRACTOR SHALL ENSURE"
d d THAT THE ELEVATIONS ARE CORRECT. ° 4 MAX.
a a �
d d 4
d.
\ 4 d
' Inv = 1 805.0 a s d 90° V -Notch Weir ;�
d � 4 d
a
4 a
a m
�
18" HDPE d d d d a a a 1" 0 BAR o
INVERT 804.0 INVERT= 804.0
6" PVC 6" PVC TEE ° z
d
p
a. d /�\\\ a a 4 a 4 a 4"MAX.Ro
\% ° /� p �\ d1 17 EAL
BASIN CONVERSION s017-
6" PVC CAP a a \�] 6" PVC SCREW 1. Contractor shall remove all excess sediment in the bottom W_ o3a1 �n
I _ o IF
WITH 3.0 HOLE d d d i . TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
DRILLED g , R
d ,� 4
///////// INVERT 803.0 a a below and on C201.
an IeW���,�
,\ Inv = 804.0 2. Contractor shall reseed and stabilize all disturbed areas.
\\/\\/\\/\\/\ �/ /\\\j /\\� 3. Contractor to remove dewatering device and install PVC Drawn By CDB
4" LAYER OF #57 STONE j/� BASIN Tee with cap and 3 hole as shown on this plan. Patching
//\//\//\//\//\ \ \/ /\\\//\\/� and coringholes as needed to match the proper elevations. checked EJB
UNDER STRUCTURE \//\\//\//\//\// / P l�
\/\/\/\/\/\/\/\ \, .I \��\��\\�\� 4. Contractor shall remove cover over Rectangular u la r weir.
\��X\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� 18 HDPE 9 Approved EJB
\\,�� j\� j\\//\//\/,\/,\//\\//\//\//\ j�\//\/,\�---------- 6„ PVC CAP WITH 3.0" HOLE
��\\\\\\\\\\\\ DRILLED INVERT 803.0
Job No. 217045
Section \\i\r\r\r\i\i\i\r\r\i\i\i\ice
�\\/�\\i\\i/��j/��%\�%�%/�\%/\� N .T. S. 8-2-17
N.T.S. Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #3 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
M
n__ n__c_._
},
Concrete Curb 1 101 1 V 1 C VV uci icau i i iN aN• See JI leel uzu I IUI
Curb Cut locations 0
c
0 ._
23
U
Precast Concrete Headwall Curb Cut
N.T.S. N.T.S.
C)
TOP OF STRUCTURE Top = 807.05,cc
ELEV. = 807.0
-------
<6" 6" PVC SCREW a
TYPE PLUG THE ELEVATIONS SHOWN ARE CRITICAL
TO THE PROPER FUNCTION OF THE < a
a BASIN. CONTRACTOR SHALL ENSURE"
d d THAT THE ELEVATIONS ARE CORRECT. ° 4 MAX.
a a �
d d 4
d.
\ 4 d
' Inv = 1 805.0 a s d 90° V -Notch Weir ;�
d � 4 d
a
4 a
a m
�
18" HDPE d d d d a a a 1" 0 BAR o
INVERT 804.0 INVERT= 804.0
6" PVC 6" PVC TEE ° z
d
p
a. d /�\\\ a a 4 a 4 a 4"MAX.Ro
\% ° /� p �\ d1 17 EAL
BASIN CONVERSION s017-
6" PVC CAP a a \�] 6" PVC SCREW 1. Contractor shall remove all excess sediment in the bottom W_ o3a1 �n
I _ o IF
WITH 3.0 HOLE d d d i . TYPE PLUG of the basin and re rade as needed to final elevation shown ' -gyp ° •�`
DRILLED g , R
d ,� 4
///////// INVERT 803.0 a a below and on C201.
an IeW���,�
,\ Inv = 804.0 2. Contractor shall reseed and stabilize all disturbed areas.
\\/\\/\\/\\/\ �/ /\\\j /\\� 3. Contractor to remove dewatering device and install PVC Drawn By CDB
4" LAYER OF #57 STONE j/� BASIN Tee with cap and 3 hole as shown on this plan. Patching
//\//\//\//\//\ \ \/ /\\\//\\/� and coringholes as needed to match the proper elevations. checked EJB
UNDER STRUCTURE \//\\//\//\//\// / P l�
\/\/\/\/\/\/\/\ \, .I \��\��\\�\� 4. Contractor shall remove cover over Rectangular u la r weir.
\��X\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� 18 HDPE 9 Approved EJB
\\,�� j\� j\\//\//\/,\/,\//\\//\//\//\ j�\//\/,\�---------- 6„ PVC CAP WITH 3.0" HOLE
��\\\\\\\\\\\\ DRILLED INVERT 803.0
Job No. 217045
Section \\i\r\r\r\i\i\i\r\r\i\i\i\ice
�\\/�\\i\\i/��j/��%\�%�%/�\%/\� N .T. S. 8-2-17
N.T.S. Elevation
N.T.S. Scale Date
APPROVED BY PURCHASER / TENANT DATE
4C502Outlet Structure #3 APPROVED BY DEVELOPER /SELLER DATE
N.T.S.
Sheet No.