HomeMy WebLinkAboutTED4002160.17,3s/ 3RC
RIM EL=35"
ROUND SELF-LOCKING SOLID COVER
MARKED "DRAIN"
CONTROL FLOW SPLITTER No. 1
TYPE II — 72
SCALE: I" = 2'
DISCHARGE TO POND I.E.=341.
3Y2• 17
FLOW SPLITTER (COM131)
BYPASS I.E.=344z
.35'2 , 67
DISCHARGE STRUCTURE (COM3)
CONTROL MAN HOLE„ No. 2
TYPE ��}7 II — 72
S[i'ALE: in = 2'
I.E. 18"= 3�30:0'
32 9.96
OUT TO BIORWA I
PLAN
CONTROL M.H. No. 1
REMOVEABLE
WATERTIGHT
COUPLING
ROUND SELF-LOCKING SOLID COVER
35-2•Y2 MARKED "DRAIN"
RIM EL-aft.-9
•s•
REA
-.
' N
� ROD N
STAND. GALV.
STEEL LADDER/STEPS
3Y8:/7
100-YR MA WS EL=34:64
o
24" CPEP 10-YR MAX WS EL 344.51 O
3YY,62 '' I.E.
Y3.92
N '4
3S2 • Y2
TOP OF RIM EL-362$
PIPE SUPPORT(S): 3"x.090 GAUGE
BOLTED OR IMBEDDED 2' IN WALL
AT MAX. 3' SPACING. MIN. 1 SUPPORT
2-YR MAX WS EL-342 0
18" CPEP �
PROP-T I.E. SECOND ORIFICE EL=34L@ 3Y2•(o7
SHEAR GATE
- SECOND ORIFICE DIA.=17.5" EL-341:9
z 3y/•67
18" ..
CMP
. I
N FIRST ORIFICE DIA.=6.5" EL=339:5
"4 3 yp. /7
c4
ELEVATION
CONTROL FLOW SPLITTER No. 1
TYPE II — 72
SCALE: 1" = 2'
8�
MAX WS ELEV -34209
PIPE SUPPORT(S): 3"x.090 GAUGE
3N2.17 BOLTED OR IMBEDDED 2" IN WALL
-34 . AT MAX. 3' SPACING. MIN. 1 SUPPORT
NOTES:
1. METAL PARTS: CORROSION RESISTANT.
GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1.
2. FRAME & LADDER OR STEPS OFFSET SO
A. CLEANOUT GATE IS VISABLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER
AND CLEANOUT GATE.
3. IF METAL OUTLET PIPE CONNECTS TO
CEMENT CONCRETE PIPE, OUTLET PIPE
TO HAVE SMOOTH O.D. EQUAL TO CONCRETE
PIPE I.D. LESS 1/4
4. MULT-ORIFICE ELBOWS MAY BE LOCATED
AS SHOWN OR ALL ON ONE SIDE OF RISER
TO ASSURE LADDER CLEARENCE.
ROUND SELF-LOCKING SOLID COVER
7,98 MARKED "DRAIN"
RIM EL.-316.77 I_
4" MIN. 31 Z 12-
TOP OF BERM EL=3t5-.27
STANDPIPE •m a OVERFLOW EL-344.27 .315- 2 8
.�- REACH
ri
ROD
PIPE SUPPORT(S): 3'x.090 GAUGE
BOLTED OR IMBEDDED 2" IN WALL
AF AT MAX. 3' SPACING. MIN. 1 SUPPORT N
or eTr ueTu STAND. GALV. ,....'..._ .... � r"
ORIFICE •AS a t t= LAUUtK/, i LM) !
�LACUFF nZ'rAAJU
N T.S.
FROP-T
SHEAR -GATE
/8 �6& - 15" CPEP
o e:ex 310,250
PLAN
CB 26 FLOW SPLITTER
Tex> No 40 IV 1A %A0
313, 29
2 3 ' - 12" CPEP
e 3.0 �c
/E= XO.28
12"
4 O CMP
I
N ORIFICE DIA.=1.25"
'4
Z
* O
ELEVATION
CONTROL M.H. No. 1
TYPE II-54
SCALE: 1" = 2'
o STAND. GALV. r iv
STEEL LADDER/STEPS
FROP- T
/S2 SHEAR GA
16483 - 12" CPEP
0 7:9x 32'f
7.8 I.E.=3v
IN FROM CONVEYANCE -T}—
p� pED W A Iyq
•v7 Z
28477
00
IONA, L ��7 ��0
Expim 5-13-96
. a
N
a
r
- ,
do
-
3'f2. S6
-
100-YR MAX
EL=34TW-
10-YR M
2 �q LA— LAL�
WS EL-341.8
'Z^ Fl
5' SHARP CRE
D WIER EL.-341.5
b !•
�- REACH
ROD
• a .
a ,
O a'
M
a
4'
a•
STAND. GALV.
STEEL LADDER/STEPS
24" CPEP
OVERRF�LyOW
I.E.=349:fl9/
FROP-T 18" CPEP
12" CPEP 3 EAR GATE 32 9 9
3.30•// 360kme �/
z
" a*, 12" O
ORIFICE DIA.-3.25 c4
i'
4. O a
I HEREBY DECLARE THAT T kt POLn �� � CHECKED ITEP o ;
SHOWN HEREON ARE A FjCC_..1 C ° ` 7-LD SU vT-y/
P€RFORMED 6Y A REG6-
STORM DRAINAGE SANS ��r \� ��WER Vv/' l--rq SYSTEM.
MORZ LOCATION ❑ h ' kZ L(JGA? U0 Uj HORZ LOCATIL
VERT LOCATION �[j VERILBCATION Ili VER � �_OCATIC
® OTHER_
S--/2 -9S
DATE
N
ELEVATION
CONTROL MAN HOLENo.2
TYPE II-72 „
R�z 160
SCALE: 1 " = 2'
CB 26 STORM DRAIN INLET
r. • , , o PIPE SUPPORT(S): 3"x.090 GAUGE
BOLTED OR IMBEDDED 2" IN WALL
REACH
Z AT MAX. 3' SPACING. MIN. 1 SUPPORT t N
� ��
ROD
OUT TO POND 12" 0CMP
IE=32Y,13 N
4
. CV ,
♦ r r• a .. -. e
Zcl0wAv k%Et7DE1> if0*_ 4,MW4
32 F. 5-6
Qy �id��c1c
RIM EL-3215.9*
- 12" CPEP ELEVATION
0 22.2%
I.E.=324.54
OUT TO WATER QUALITY SWALE CB 26 FLOW SPLITTER
TYPE II-48"
SCALE: 1" = 2'
ORIFICE DIA.= 12"
- 2 IK6 12 14e 1111100FILM. o -