HomeMy WebLinkAboutSWP2702004.10SEC. 5, T 22 N., R 5 E., W. M.
EQUATION ------- ---
360
4----------------- -----_---
p �
\ + BERM CpN -----------
O ao. N STRUcTIOIV
O 1. 4A 82-48_ 41
N
n_ cp �-
cr
\ _ ) 9 + 50
ST. CENTER
\R+00C -
W _
o-
GABION DIKE
cly
14 O
14 WIDE BERM '
cic
/
3?° A.P. STA. 22 +57.68 /
BERM & STRUCTURES CONSTRUCTION CONTROLS
ITEM
E.000RDINATE
N.000RDINATE
REMARKS
A.P. STA . 21 +29.� 82 ��'
1660752.88
156 613.70
HUB EL . 340.35
A.P STA.22+57.68 c�
1660880.73
158612.13
HUB EL. 362.27
A.P. STA. 24+61.93 L
1661 083.06
158584.22
HUB EL . 373.54
STA. 10+ 00"C. oo\Q N
1660882- 23
158623.03
FINISH GR. 368.0
STA. 9+00 CGpNS��\-\N'
+C ~
1660782.58
158614.71
STA. 11 + 00
c01
1660 979. 62
158600- 31
STOCKPILED AND REUSED
SPOT WELD REBAR
AT INTERSECTIONS
(4) 3.5' #6 REBARS
(CAST -IN -PLACE)
TRASH RACK
SEE DETAILS THIS SHEET
S ?6151 5 9
E
� 111aIHLL %..D. I T r t L, +v MY/ JVLIV LVl.1`..11U LIV
AND CONNECT TO C.B. W/ 24"CMP.
( LOCATION & I.E. AS DIRECTED BY ENGINEER) ---___
/ EXISTING 24 CMP. OVERFLOW PIPE
/ FROM S. 200 TH- ST. R/D POND
( APPROXIMATE LOCATION)
BERM & INLET STRUCTURES PLAN
SCALE- 1 = 10
370
360
0.67 DEPTH, COMPACTED GRAVEL BASE CL.B
PLAN
REBAR SAFETY SCREEN
A.r. J 1 in . &-+T vI. %J
sa ..
STA. 10+48 C
I
EL. = 365.0
,en
M
24 H. D. P. E.- SDR 26
IE. 349.67 l
SCALE 1 = 10
GABION QUANTITIES
EL.= 359. 0 ' 4- A VN ITS 6 X 3 x 3
SECTION S - S, GA610N DIKE 10- F UNITS 12-x3x3'
------------
- - ,
14.0
' 6 RIPRAP OVER CONSTRUCTION FABRIC
C.B. OVERFLOW EL.= 365.0
STA. 10+48 C ,
370 GABION DIKE 6 WIDE x 36 LONG
BERM ELEVATION 368.0 -- TOP EL.- 365.0
BERM- COMPACTED 40- 24 CONC.
360
3� IMPERVIOUS SOIL 20- 36 CONC . _ _ IE, 359.0 -- _ -----------
HAND PLACED RIPRAP P / (E-357-0 _ - I�� BOTTOM EL. 359.0 STA, 10+ 60 �C
E. 358.0
TRASH RACK
4.0
W/IE. 359.0 - 24CONIC.. � CULV. IE. TO MATCH CHANNEL
,CONNECT TO 48,C.B.
350 C.B. TYPE 2 54
W/ DEBRIS CAGE ( STA. 10+20..C..)
& SLIQE GATE, SEE DETAIL SHT. 12
- - 40 FABRICATED '% 10 DEEP CUT-OFF KEY WALL- 5EE SECTION R-R
S DR 26 W� 4 4-x 4-CQ-R_E_T-E_----- SEE DETAIL
24NNOPE•- 340 ELL AND MODIFIED FLANGE PERCOLATION COLLARS
-.12^ C.B I
I.E. 342.0 ADAPTER @ CATCH BASIN TYPE 2, 72
STA . 10+00 C~)
9+00~C� 9 + 50 C 10 +00 C 1o+50 'Cr
SPECIAL EXCAVATION! FOR
BERM INCLUDIN& HAUL=225&..
SPECIAL IMPE.RVIOUKS MORROW
INCLUDIW HAUL = 1400 C`l.
PROFILE
370_
360
340
II +oo L
'5EcURr-- To PIPE
'e .
SOLID LOCKING LID
REBAR SAFETY SCREEN
SEE DETAIL AT LEFT
36 CONC. CULV.
lE. 357.0
A -
M
M
Tit.
-- .
tea.
:��•p�..: G
_.
l , Y:.
-a�
.
CONTROL STRUCTURE DETAILS
STA. 10+00 C C.B. TYPE 2 , 72
MOLDED♦FLANGE ADAPTER
FOR 24 H . D. P. E. - SDR 26
FABRICATED 90• ELL,
FOR 24" H.D. P. E - SDR 26
CL. B CONCRETE.
(CAST IN PLACE)
C.B. TYPE 2, 72�
PER K.C. STANDARD
EL. 347.0
32 DIA. RING
3/4 SMOOTH 8AR F 24 CONC. CUL
FORM TO FI @ OUT.SID/0
C
3 RINGS 12
g BAR @ 3 C/C
26•LONG _ BAR @ 6 C/ U ALL STEEL PARTS TO BE WELDED 81 GALVANIZED
SPECIAL TRASH RACK FOR 24�CONC. CULV. @ STA. 10+60,aCD 4= 2W4i
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