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NOTE:
1- V Grate Shown
2- R Grate Shown shall be
used at all low points.
n
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II II
Face of Curb /
Direction of Flow
c:- .
rnrmw
111: I
-cd
PLAN
Catchbasin casting
and grate Neenah
R3067-V or equal
3" radius curb box.
! Grate to be 2" below
gutter grade.
5' transition each
. si.de .of catchbasin.
.' T oppf Curb
II t Varies
~-:,\l 61/2'"
'.r T Varies
Pr'eccisl con crete or
HDPE adjusting rings. ,
Minimum of 2':"':2", ]1=
maximum of 5-2" Jd
concrete adjusment /
rings allowed with 1 / 4"~
to 1 /2" bed of mortar
between each and a
6" thick concrete collar
on the outside.
24" x 36"
Precast_ 5"
-- ~
n vv-3" Grout
I- d
3' minimum
t 6"
Doghouses shall be
grouted on both the
inside and outside.
SECTION
NOTES:
1. Steps shall be provided in all catch basin/manholes and storm sewer manholes.
2. Casting to be totally encased in concrete curb section.
3. No block structures are allowed.
4. No wood shims are permitted in the adjusting rings.
*
CITY 0
CHANHASSEN
CATCH BASIN
2'X3'RECTANGULAR
REVISED: 1-06
II DATE:
II
PLATE NO.:
3101
FILE NAME: 393 3101
j
I).:........w'-;.., '.' ...... .... .::#.
~...... ..:.::..:.::.:..' . 'i::-Compacted
a:... ......'.'. ..... . . ..... . .' .' .' '. .... '. .... Backfill
12" ~~ + + + + + + + + + + + + + + + + + + + + + +.+ + + +7+ + + + + + + F.:=-" t
:~i + + + + + +
t ~+ + + + + + ~ ;- + + + + + Embedment
'=:3 + + + + + +ff Bcw\\.... + + + + + F-=
+ + + + +~- 7J 0.5B& + + + Material
+ + + + +~+ + + + + E="
6" =~ + + + + + + for + + +
t -~+7 +~~. ~+/:; /+/ ;,+ +
, ~I ////////.1-
-=t "/ / / / / / ,tf;ll...
.'=31 Ell S I S I E!:jTI~E#"-
"Bc" Denotes outside
diameter of pipe'
Foundation -
If Required
(see Note 1)
NOTES:
1. A soils Engineer will be required to determine the depth of the pipe foundation
embedment material if needed. Pipe foundation material sholl be in accordance
with MNDOT 3149.2H course filter aggregate.
2. P. V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100%
passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve.
3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100%
passing a 3/4" sieve and less than 20% passing a NO. 200 sieve.
.
CI TY OF
CHA.NHASSBN
PIPE
P.V.C.
BEDDING
& A.B.S.
REVlSED:1-06
II DATE:
II
2203
PLATE NO.:
FilE NAME: 393 2203
SEDIMENT TRAP AS MANUFACTURED BY
\111' 11"'r\ I If"' C'LJAI/-IDr:-(:'" tdl\1
VViIVlvVI__ 1/"''-'" '-'-I ,
ESS BROS.,LERETO, MN. OR SIMILAR
....
~
SPfCIACAnONS AND STANDARDS
_ AlSC IAANlIAI OF <::TIT! CON<m:!IICT10N 9111 EomON.
_ ow<:
N.1.OWASLE AXLE WE:lGHT LOAD
N<'MV ",,""'1\0
n/a
n/a
_ 29 ern 1926 - O~HA SAq'Ty ANO H!"AI n-l c:TAND"-.'lDS
WATER fLOW RATE (THROUGH TYPE ff FILTER)
W,XIMU;A OVERFlOW RATE.
0.707 cf~ c 3" head
5.94 efs Q 15" head
j .' ..
!
MODEL#CG23
DfJUCTOR PlATt:
OI17/fl.OW <D - CE:N7fR OF flLTFJI ASSDISl.Y
Olmflow 0 - TOP OF CURS BOX
rlO" F11.TFJI )SS[JI8!.Y
CtJR8
~
~
G..'~::
.......: ; .
CC-2.J IIlCH-FlOWV
~ ~
,....-:
HlCH-FW!l' FAMiC
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
*
CI TY OF
CHAHHASSBH
CATCH BASIN
SEDIMENT TRAP
REVISED: 1 -06
II DATE:
II
PLATE NO.:
5302A
1-04
FILE NAME:393 5302A
~
~o~\)
?0'0\..\C
e
1" - 2"WASHED ROCK
e
". ~Jty~ e
.~
/$0- ..>~~.::;;>\
~ $- - e p Q: Q:
~ ;0;tt
,,,,. (, ~)wO 0 0
~;ttQ ('IV, e~ ee
~ Q;-. -
6"MIN.OEPTH FOR ROCK j::'O:: j::': ~ . QO
10"MIN DEPTH FOR. WOODCHIPS 'r ttF-? ,,~O- 0-
. 0 ~ ~.~~
ODeOe".. ~
~~ --~
05' ~ ,,~\\).
~\~\~0
'SO
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
FILTER FABRIC
I NOTE:
FILTER FABRIC SHALL BE PLACED UNDER ROCK I
TO STOP MUD MIGRATION THROUGH ROCK.
1*
ROCK
CONSTRUCTI
ENTRANCE
II PLATE NO.: 5301
CITY OF
CHAHHASSEH
REVISED: 1-06
II DATE:
11
lFlLE NAME: 393 5301
6'
~ng
r'\
~Steel T Posts 24" in ground
Zip lies
Note:
Silt fence per MNDOT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fastened to
steel T-Posts with 3(50Ib) tensile
strength plastic zip ties per
T -Post. (Machine sliced)
~\ ""~:;;.~
~
\ \T
\
-"~\~\ \ ' \
-.....4'?'"'. .
. L 6" Min. Depth of sat
fence embedment.
EROSION CONTROL
FENCE - TYPE 1
Note:
Type 2 silt fence is the same as type I with hay bales installed as per detail
Type 2 to be used to protect all wetlands.
Zip Ties
~ T Posts 24" in ground
~~:~' ~ ~ ~~"
~rrf11 ~,,;u,;,< . Hav or strow Boles
~11--1l ..:'U',',-~. . .
. _,' U - 1<< ~ :. ~ Two wood stokes driven through bole 1.5 to 2.0 into the ground.
~~-il',<t'#v-'" ~:; v~
..., .... ": _ :.~.: .: _' .: _.:::; :::.~ Boles to be recessed 6" below grode.
.... ,,' .'''' ~:; ~._.' ~ ~ Boles .ore to be lied with a non-Degradable Material.
~'::,:! .: - .,. - - '
~...'#,-.......~... t
~IF"
EROSION CONTROL
FENCE - TYPE 2
*
CI TY OF
CHAHH'A'SSBN
SILT
FENCE
REVISED: 1-04
~. DATE:
11
5300
PLATE NO.:
FILE NAME: 393 5300
,
,
1/2"r ~
.6". I Distance to ~ variable
/I
.. "':. ~/ slope
:' : ,,:.',:.\U! 3/4'~per ft
f ~. ... ' ~~;: ~.'.; i,
. . po" -., .' .
I.n 10n
I V
r
MnDOT B618
Concrete Curb and Gutter
r
,,,,,, r Top Bituminous Material
'/<- ~ ~
..
i ^
r-.. ~
'-
, .
i.o
c..s
'-
~
i
\
" .
~ Distance to ~ variable
1/2"r ~l:q 1~3"r r 1/2"r t [TOP Bituminous Material
. ...~. ;\1.,.. slope I V -
}.. "" .....,.. :'V: 3/4" per ft MnDO I B612
-;::- . ..': :'~ :: ~: ....:.. . .::: !] Concrete Curb and Gutter
;:! .;~.:<:...\:..:::~/.<,::. 'i-- ~ NOTE: I
..... For Use Only with Private Driveways, I
Parking Lots, or Medians.
8"
12"
.'
28"R
12"R 1 I 16" r Top Bituminous Material
- 68"R!
~ t I ~:-:...I:. ,!:,,;.d. 11
o ........ '~'.: .1/2" ". .' '.: '" -.... ~
.....rrl ;".:'''" ..,,' .... ;':'-;'. ';,~.__:.:"~' J :t::.
C 17 1/2;8".1 ;0 1/2j
SURMOUNT ABLE
Concrete Curb and Gutter
(0
--c:> 4"~" -1 1/8"r
Bituminous
I~ ff /?: 0... Surface I
iff // // //f"#' // ff ff // ffF/f
1
I
f
Bituminous Curb
6" Shoe Formed
Nt
.
TYPICAL CURB
,L\N 0 GU TTER
Cl TY OF
CHANHASSEN
!REVlSED: 2-97
8LE NAME:393 5203
II DATE:
-11
PLATE NO.:
5203
I
3/4" per foot
18" S'
I-- j MIN. 2.0% GR~OE .l... ." 7. : : .:.:" :' . o~
L 6" x 6" Eo Welded
Vflre Mesh
4" Class 5 base incidental to apron
SECTION A-A
No Scale
24' MAX. RESIDENTIAL
26' MAX. INDUSTRIAL/COMMERCIAL
I ~. I
- ~~~~:.~~~~>'_..
- -~B;~u=no~~-P;-~~~ & Gutter II
I I I "//1 I I WI I 'I
-, / ~I \
Contraction Joints --Y ~ I ~
Max. Spacing in Expansion Joint (typ)
Volley Gutter @ 8'
8618 Curb
& Gutter--=-
-,,::>6
,/ or;:;-
C) Q."
// 'V- ro
Q;-=0 ro
PLAN
~~
~
CI TY OF
CHANHASSSN
IREViSW; 1-05
rilE NAME: 393 5207
\\ DAI~:
WEARING COARSE PER MN/DOT
2331, lYPE 41A. 1-1/2". NO
RECYCLED BITUMINOUS ALLOWED
TACK COAT PER
MN/DOT 2357
BASE COARSE PER MN/DOT 2331,
lYPE 31B. 1-1/2". I
/ / / / / /7 / / / / / /7" /
~ 00 0 ~ 0 0 0" 0 t I
.. ..
o . 0
00.00.: 0.0
a . 0
. . 0..0
CLASS 5 AGGREGATE (100%
.--CRUSHED), PER MN/DOT 3138
COMPACTED TO AT LEAST 100%
STANDARD PROCTOR DENSllY.
/ / U / / / ~ / : ~~~~ ~K
.;~.o.c
0.. 00 : .: :
O' 0
. 0_0. ~
TI~II rll-!II fit I'll rllll r11 IIII:!~~II rilllll~ f'
tIT I I ~mllimll ~mlll:mll ~mll ~TT) Ilm~ ~ 12"
L ~~
SCARIFY AND RECOMPACT SUBGRADE
TO AT LEAST 100% STANDARD PROCTOR
DENSllY-PROOF ROLL PER MN/DOT 2111
~ 6"
(1\
\V
BITUMINOUS PAVEMENT
NOT TO SCALE
.~.', .'c
l>yt~Jl
1:; ::t~,.~<_.."".
rid}; l~t~f
<,. f'.', ;.
(,,;,f tH y:,',rL
,;
....;' ..,.;,..;<
.
i
POWER SYSTEMS
COMMERCE DRM
CHANHASSEN, MN
.
UE 1ft K
621 Lilac Drive North
Minneapolis, MN 55422-4609
(763) 545-9196
Fax (763) 525-1666
www.c1ark-eng.com
ENQlNEERlNG CORPORATION
Mohagen
Hansen
Architectural
Group
~
~
1415 E Wayzota Blvd
Suite 200
Wayzata MN 55391
Tel 952.473.1985
Fox 952.473.1340
www.mohagenhansen.com
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
SIGNATURE:
1YPED OR PRINTED NAME:
DATE
REG. NO.
THE ARCHITECT AND ENGINEERS SHALL BE
DEEMED THE AUTHORS AND OWNERS OF THEIR
RESPECTIVE INSTRUMENTS OF SERVICE AND
SHALL RETAIN ALL COMMON LAW, STATUTORY
AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHTS OF THE ATTACHED DOCUMENTS.
NO. DESCRIPTION
CITY SUBMITTAL
DATE
02/16/07
PROJECT NUMBER:
C07002
DRAWN BY:
PJO
~
~
.
CHECKED BY:
AJP
DATE:
02116/07
COMPUTER DIRECTORY:
.
CIVIL
DETAIL SHEET
NOT FOR
CONSTRUCTION
CITY SUBMITTAL
C2
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q NO ..--
I- "--""J ..--
6MP' ~ -~V-9 ~OLO\SV[J1S^S-(j3MOd\S80r\>1