S-150
TREE
ND... :
1 3" maple
2 4+"
3 15"
4 18"
5 24"
NOTES:
· TheCtty of S,horewood Standan:t IV' andDeta'ta,MnDOT 8~.tion. and Standari
Pla"a, and 1heC.ItyEntW\eer1 ANocilltlonStandard Utilities ap.ctficationa ah.,1 govern thie
INVENTORY
EXIST TREE LIME
LOT NUMBER I AREA
BLOCK NUMBER
PROPOSED SURFACE ELEV
I
III
1.,.-
II ..
II_
1111
~I
...
=11
11111
-I
~
is
~
~
Enol""'. The Contractor ahaJJ
be fu'mlehed totheOwPter
II to be the
anti INIfremovaf after
"U ~ the 1nfN....,..,on
entranoetoreduc8 eediment on ex.
FEET
WOODBAFFLED~IL
(NO SCALE)
(100010 crushed)
\
6d
'\
\
\
\.
~
I
SECTION
5 agg . base
ends
and
ai. ,rHi", ahaa.. rtedper 1he nMfunmenta .of the I
SGhedYle 1he En..... eo that etall stte oradl
an. Englne.r and .Mport ef 1he The
52
watermetn connections.
AU disturbed street ar... to be restored with or better
Streets to be 1.5" 2341 wear, 2"2331bi base, and 8" cl
SoU Engr. to approve rollte.t on both subgradeand class 5.
Street entrance 10 have 4" rolled bltJ
to be 16"
A252 Grade or ASTM A139
'-0
PLAN
to
~7~
(
CONNECT TO
1'2.'1 WATERMAIN
TAP VALVE
#::. / AU6EI! PIPS)
So
( NURP)
tolerance te be
twrbed.,...
or eeedM &mu
tha" 3: 1 to .. aodded a
The co""acter is rea,
1M turf i...tabllft.i.
Contrac1orto
~Me~6-SNG\f
R.OW
If '1 Ct. 0
40
\
(;j. TliN-rION PDI'J-CJ
(~I! SCHeoULE.)
\
~A~. J', Sl-OrES
RLE
)I
save
save
save
save
save
save
save
remove
save
CONNECT TO
MH
7
14
2
B
('"\
EXIST SAN MH
= 949.3
/2 II '$TDI2IV/
(5e~ $GJ./EDUt-E)
if)
~,
-"
,1*
~
~~
c;'v
EXIST MH 35_1
TR=95S.S0
INV=94S.4
3
'~RAOE
.... _ __ ___ __ ____~.:=_- _ _ _ _ ~f)RAJ
- - - .
w · ,,--j
~,::~-I-_-
"... . l
lIP ......
3
N 8ie24'80'
259 . 70
12" storm sewer to be Rep (ef.5); or HDPE
corrigated PiPe With smooth interiorf
HPDE pipeshaU be Type m, Catagory 4 or 5,
Grade P33 .r P34, a. C.
HDPE tOI be bedded With sand Of'pea rOCk per
HDPE lllanUrf recommendations (iDcidental)f
,
E
80
---151
s
~<rrHO~"Y )
/'
t,,/,
Comments
12" Flared end, lOCO)
4., diao CB w/R-2578
4' dia. CB WI R-2578
4' ilia. CB WI R-2578
12" Flared
~
I
~
l!Xl~TIN~ HOUSe
TO .ss ~ELOCATED
ASoHOWN.
oN b4000 S.F/
I. 47 AC. L.OT.
(VIER1FY)
--------
948.2
946.8
947.5
.Lim:eI
CB Ie
CB IB
lA
Inlet 1
12" PVCSlorm O.5~1O
12" 0.50%
TYPE K:
SDR26
upper
Outlet 3
CB Ie
IB
CBIA
1"
4"
942.00
941.45
941.36
940.79
940.18
121'
114'
18'
113
Inv.
TYP. WATER SERVICE
,\.€YO)
Inlet 1
CB lA
CB IB
CB Ie
Outlet 3
( 'IE. ..iff
ALTERNATE A
ER
944.22
107 L J" PVC 3.53 DR- 3r)
194LF S"PVC
MH3
=
SUMMARY
PROJECT TITLE: DATE:
PROJECT NO.: PREPARED BY:
"-
Max. .Ilowable pond 100 yr. outlet rate: 13.2 ..6.2 7.Ge's
Actual pond 100 yr. outlet rate
Pond 100 yr. volume 3.0 Ct8 fate 13,100 cf
50/0 Of NU
STORM SEWERDEstGN
1'<0.,8
9
9
~
5 t~t .4
6 eB7
CBS
C8S CB9