Plans CompleteSITE DATA
DES /GN CR /TER /A
PROPOSED ZONING DISTRICT - RSF
LOT WIDTH - 90 FEET
LOT DEPTH - 125 FEET
PAD DEPTH -60 FEET
SETBACKS
SIDE YARD SETBACKS -10 FEET
FRONT YARD SETBACKS -30 FEET
REAR YARD - 30 FEET
MIN. LOT AREA - 15,000 SF
SHEET INDEX TABLE
SHEET
Description
1
Title Sheet
2
Street Design
3
Sanitary Sewer and Watermain
4
Storm Sewer Design
5
Grading and Drainage Plan
6
Erosion Control Plan
7
Landscape Plan
8 -9
Detail Sheets
A I 4
Ili
VICINITY MAP
z--i
o
_zJ
J
yjhlte Oak Lrr
- --
Kinys R�
FS
-I ci
A/
R �
7!cpua'
Poo! Rd
v i
PREPARED BY
PREPARE�FOR
SA I HRE- BEHUOU IS 1, INC.
\
\
150 S. BROADWAY
CLIENT /DEVELOPER
WAYZATA, MN 55391
i
--4
STS Development, LLC
PHONE: (952) 476 -6000
Todd Simning
FAX: (952) 476 -0104
5605 Zumbra Drive
http: /hvww.sathre.com
Excelsior, MN 55331
Contacts:
i I I
Daniel L. Schmidt
schm idt(cDsathre.com
j
NORTH
L
11
REMOVE --- TEMPOR Y
C -D -S
33
AKE ST. JOE'S COVE
�r- - - -
- - - -- - - - ---
1 0 r
0
L
a i
i /� 1 K A K A I I i A n N 1
i v I IVI IV] 11 i LJ 1 V I
i
i 1 III � ST #5 7 i
I I
i Ili
ST 4
I I ST #6
I I
33
I
-n -n 7t07i
i i cvn 0 L—
------ - - - - -I i 3
F4..Cx:$ZLS�
BF 969.0
i SLO 972. I `
I LO
GF 977.0
L— — — — — — — — '
am
I
S
r � �
�Y/
NO,
$�
DATE
' i I i,
1009.6a I �rp� T) ITT II
=S
0
I Cl) °'0 M
... ....,�,.
1'J
CD
li
O
I A 1 U n
a�
..- /
1
CHANHASSEN,
MINNESOTA
OILS
U ;2
Y
A I 4
Ili
z--i
o
_zJ
J
DLS
33
I
-n -n 7t07i
i i cvn 0 L—
------ - - - - -I i 3
F4..Cx:$ZLS�
BF 969.0
i SLO 972. I `
I LO
GF 977.0
L— — — — — — — — '
am
I
S
r � �
/ I (jr� -7 -/-- -- I D &U s AS,E ^,iCivIT
— •—` ii OVER ALL OUTLOT o
�Y/
NO,
I
DATE
LIJ
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST,ING'. EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRET, IN G RESERVES INC. OF ALL RESPONSIBILITY.
SATHRE- BERGgUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
/ ..,.. ,- ,.,....
I
... ....,�,.
1'J
-
li
I
6%
i
..- /
i I
CHANHASSEN,
MINNESOTA
OILS
Ili
z--i
o
_zJ
J
DLS
- --
I
_
-I -- - -- \
g\NO
\
GF969.0
WO I
I
GF 974.0 i
I GF 978.0
\
\
BF g70.
/
y i
BF 961.0 r
i
--4
LO 4
II
i f I
0
BE 966.0 i
LO 973.0
i I I
I i
j
i
i BF 970.0
\\
1
'
zu
o h
(—
LL 0)
it I
;'
ll 12
AG -g65-
_
i
I
I �!
1
\
EXISTING 18 RCP/
� I j
f + -857.6 AT SERI!
*ST °
v
�
r
#7
/ I (jr� -7 -/-- -- I D &U s AS,E ^,iCivIT
— •—` ii OVER ALL OUTLOT o
iDAYLIGHT DRAINTILE
INVERT 948.0
1 -7 END
I
^ +� S i2ETENTION �IBENCH
(230 Ta7s)
acv 0, ,
-1
yyi
A DRAINAGE EASEMENT OVER,
UNDER, AND ACROSS ALL OF
OUTLOT B
40 20 0 20 40 JJ80 1
®� ® ®®
SCALE IN FEET
DESIGNER
NO,
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST,ING'. EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRET, IN G RESERVES INC. OF ALL RESPONSIBILITY.
SATHRE- BERGgUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
/ ..,.. ,- ,.,....
,. _
... ....,�,.
....m.. .,. ....,..
-
fix
ON ECT 15" RCP
� .O ISTING MH
E
6%
DRAWN BY
..- /
i I
CHANHASSEN,
MINNESOTA
OILS
CHECKED BY
—
GF9790
\
DLS
- --
— --
_
-I -- - -- \
g\NO
\
GF969.0
WO I
I
GF 974.0 i
I GF 978.0
\
\
BF g70.
/
y i
BF 961.0 r
i
wo
LO 4
I
I
BE 966.0 i
LO 973.0
I i
j
i
i BF 970.0
\\
1
�
5
\
--A- 59.5 i
IA
(—
I
L.
k —
AG -g65-
_
i
I
-- _ —_I
- - -'
i A.G -971.5
\
v
�
r
iDAYLIGHT DRAINTILE
INVERT 948.0
1 -7 END
I
^ +� S i2ETENTION �IBENCH
(230 Ta7s)
acv 0, ,
-1
yyi
A DRAINAGE EASEMENT OVER,
UNDER, AND ACROSS ALL OF
OUTLOT B
40 20 0 20 40 JJ80 1
®� ® ®®
SCALE IN FEET
DESIGNER
NO,
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST,ING'. EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRET, IN G RESERVES INC. OF ALL RESPONSIBILITY.
SATHRE- BERGgUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LA/W�S OF THE STATE O MINNESOTA.
� �
e's
w
o ..,.`'
N
MFRS
I SOR�P
�, SATHRE- BERGQUIST INC.
at 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000
�`�
P�P�
CITY PROJECT NO.
-
TITLE SHEET
LAKE ST. JOE'S COVE
FILE NO.
87925 -001
DLS
DRAWN BY
CHANHASSEN,
MINNESOTA
OILS
CHECKED BY
DLS
DATE
Daniel L. Schmidt, P.E.
Date' 06 -19 -2013 Li.. No, 26147
05/05/04
REMOVED 8'PVC STUB
33 I
I STAS
_J I L_ A
R a ft
3w 30,
CONNECT TO EXISTING
1 I
2
<
10 2
(`X` 2) >
21)
lb Z1.5 3
[0
I I I
I
1 I ,
oi
'J
T! ivtm
j�x_ 2W
U
tj
01
I
r- 23W U�
eae 'rf 5
U)
SIF 969.0
SLO 972,
31-a
11, 11- 7)
a-- I �e
LO
i I OF 9�77..
12
2
ST#7
2.
3
Pill I -RE pi r
II
7. A-0ft
33
X-a
2_
crry OF TYPICAL
RESIDENTIAL
STREET SECTION
0
I GF 969.0
I GF 974.0 GF 978.0
2-97 5200
WO W k
BF 961.0 0 LO
V
A DRAINAGE EASEMENT OVER,
UNDER, AND ACROSS ALL OF
BF 966.0 I j LO 973.0
8F 970.0
OUTLOT B
3 -6 5k
A.r-
NORTH
4 i 3 2
1
4
40 20 0 25 40 80
- - - - - - -
SCALE IN FEET
-
- - -
- - - - - - - - - -
K 1\4 KUAU
MILL C" R E EK" L AINE
K 41.80
PVI STA = 3,20 I
00.0000 VC
PVI ELEV = 981.40
A.D. = 4.43
K = 22.56
LOW POINT ELEV = 900.78
HIGH POINT ELEV = 970.60
PVI STA = 6+50
I 100.0000' VC
o
LOW POINT STA = 12+02.73
HIGH POINT STA = 10+60.32 LOW POINT ELEV
PVI ELEV = 973.70
966.09
>
PVI STA = 12+22.12
PVI STA = 10+20 LOW POINT STA = 8+67.77 A.D. - -2.08
PVI ELEV = 969.50
PVI ELEV = 970.94
PVI STA = 8+70
K = 48.18
A.D. = 2.11
A.D. = -5.34
PVI ELEV = 964.00
I I
100.0000' VC
N
c 1 0 .
K = 57.00
K = 20.60
kD. = 9.04
>
A.
K =20.47
-
120.0000' VC
110.0000' VC I
I
Oj 66
185.0000, VC
> u I >
w I
c-
+
co co + C,
4 -,o
Uj
co () I
co > >
�2
w
uj
C) 0
> Bu
rn
uj Di +. + .
L) co oo
C>) W> >w Uj
EB ou 0 C)
co
+ > >
w
w I
0 -2
w
>> > >
W. mm
>
4.
0
Of
c) ;
d
OW
Z,
ww
09
DATUM ELEV
-co
Co
M
co
LG
Co
Oi 9
Co
gi
C'
6
�w
c; �6
16
1.
ml
ml
6
I
6 -6
�l
�l
aj
06
16
O
16
C' 16
�o N
Ci
6
ml
C,�
1�
co
�l
�l
Co
p �7,6
oo
7
1�
I�
�l
CS �2
Co
.6
N
6 Ci
Q
c�
G
C)
(0
co
6
m
�2
Co
C,
oj
C6
C)m
03
13 50 13,00 12 +50 12
11 +50 I I +00 10350 10+00 9_50 9,00 51 50 8-00 7-50 7 ,00 6, F0 6,10 5,50 5,00 4150 4}00 3,50 3 +00 2 50
_J, +00 1+50 1.00 0-60 0+00
DESIGNER
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC.'S EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUtST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USDATE ER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE FROM
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE
SEERS
Su,
SATHRE-BERGQUIST, INC.
CITY PROJECT NO.
TITLE SHEET
LAKE ST. JOE'S COVE
FILE NO.
87925-001
OILS
CHANHASSEN,
MINNESOTA
DRAWN BY
Z8
OILS
CHECKED BY
110 SOUTH BROADWAY WAIZATA. N. 55391 (952) 476-6000
OLS
Daniel L. Schmidt, P.E.
Dale: 06-19-2013 Lic No. 26147
I . ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY- WRAPPED AND ALL BOLTS USED SHALL
BE STAINLESS STEEL.
2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.
3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT.
4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS
CALCULATED FROM THE DOWN STREAM MANHOLES.
5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.
6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE
WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.
7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER
AND WATER ARE IN THE SAME TRENCH.
8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE
UNLESS OTHERWISE NOTED.
9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY
VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT.
10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS"
SHALL GOVERN.
11., INSTALL HYDRANTS 5- BEHIND CURB (TYPICAL).
POLY WRAP ALL HYDRANT BARRELS
ii) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE.
12, ALL 4 " -12" WATERMAIN SHALL BE PVC C900 (DR25).
ALL 16" WATERMAIN SHALL BE PVC C905 (DR18).
13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION
POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS. &
SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY
THE CITY.
14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR
TO ANY PUBLIC SEWERNJATERMAIN CONNECTION.
rn
�mrn
Z > > 13'50
DLS
AWN
DES
CKEE
DES
DATE
5/5/0
u u a I ST III J7 I 6ST#6
REMOVED 8' PVC STUB - CONNECT TO EXISTING CONNECT TO EXISTING REMOVE &' PLUG 1 1
I - -
<
y 01 I m m I, 2 g"
8 o I }o P' I a" I I�� 1 i I I vo-
~ O I^ I S &W _r�u X91 - .6,-- - -- - -' - I 3 DIoN 1/1 /Inl I�m if
<p Q! I I° I �" 0 1 -" r4.0- 9215., 1 I ��
C � I 6+82. 1 oyl ** W. ri �tS HEI. W BE
vid CO wox l 961'.0 I 1 s BF 969.0 I I p s. ! i IOb m
� S & W �� I ' I I
8�i Y A I i I 9650 GF977.0
' A BENC , i , 12 1 PEN L 9 805 j EXIST NG PI RCP /
\ 1 ( GROx / -957.9 AT SER` 1
i
4
-- - -
'� 9 973.b
r'
1 a °� ' J , 7 ,.._ 3
i � o
-" •- 33 ��`^---C - 2 '. 4. T -RCP
967.5 tl 1 r 969.5 a i f 974.5 �" 1 r ` O
i
0
I 1 , 'k- OF X90 }
GF 9690 1 -77- } V 5. &W gvj,JO \
S &W WO I I S &W GF 974.0 I i S &W GF 9780 1 } .0+05 gF gqO. }
1 p +03 BF 961 A` 11 0 +84 WO 1 +97 LO 1 1 9664 �X
955.0 I ( 962 6 BF 966.0 I I 9660 LO 973,0 } }
BE 9700 h
1 - 4'
11 g 2 1 I
J L_._
�r
HIGH POINT ELEV = 970.60
HIGH POINT STA = 10 +60.32
PVI STA = 10 +20
PVI ELEV = 970.94
A.D. = -5.34
K = 20.60
I
110.0000' vc
4] �
+ 0
r �
w w
EX MH #3
TC- 970.66
BUILD-14.71'
LF 8 "Cp00 I I STORM C 6O 41NG I I f7O I [jcI � TC
SDR
LOW POINT ELEV = 966.09
LOW POINT STA = 8 +67.77
PVI STA = 8 +70
PVI ELEV = 964.00
A.D. = 9.04
K = 20.47
I
185.0000' VC
o
co
m
N w
U U
> m
m
1,114 wa, sm 1 -9 OWN
MH #2
_ TC- 966.07
BUILD -9.64' BUILD -9.2
TCP- 951.17
33' (14 'TOT
0 o PVC
8" VC en nnn
6' PVC
PVI STA = 6 +50
LOW POINT ELEV = 969.78
SCR
`� SATHRE - BERGQUIST
m INC. .
150 SO UTH BROADWAY WAYZATA, MN.55391 (952) 476.6000
TS9
PVI ELEV = 973.70
ANITARY AND WATER MAIN PLAN
LAKE ST. JOE'S COVE
LOW POINT STA = 12 +02.73
A.D. = -2.08
Daniel L. Schmidt, P.E.
Date: 06 -19 -2013 Lic. No. 26147
PVI STA = 12 +22.12
I
100.0000' VC
PVI ELEV = 969.50
o �
°+ v
m
A.D. = 2.11
U w
> >
m W
K = 57.00
m m
> U
120.0000' VC
ELI >
w
N
co
O
N m
N
Co
N
w
ti
w
w
m
EX MH #1A
>
TC- 970.52
BUILD - 20.52'
rn
�mrn
Z > > 13'50
DLS
AWN
DES
CKEE
DES
DATE
5/5/0
u u a I ST III J7 I 6ST#6
REMOVED 8' PVC STUB - CONNECT TO EXISTING CONNECT TO EXISTING REMOVE &' PLUG 1 1
I - -
<
y 01 I m m I, 2 g"
8 o I }o P' I a" I I�� 1 i I I vo-
~ O I^ I S &W _r�u X91 - .6,-- - -- - -' - I 3 DIoN 1/1 /Inl I�m if
<p Q! I I° I �" 0 1 -" r4.0- 9215., 1 I ��
C � I 6+82. 1 oyl ** W. ri �tS HEI. W BE
vid CO wox l 961'.0 I 1 s BF 969.0 I I p s. ! i IOb m
� S & W �� I ' I I
8�i Y A I i I 9650 GF977.0
' A BENC , i , 12 1 PEN L 9 805 j EXIST NG PI RCP /
\ 1 ( GROx / -957.9 AT SER` 1
i
4
-- - -
'� 9 973.b
r'
1 a °� ' J , 7 ,.._ 3
i � o
-" •- 33 ��`^---C - 2 '. 4. T -RCP
967.5 tl 1 r 969.5 a i f 974.5 �" 1 r ` O
i
0
I 1 , 'k- OF X90 }
GF 9690 1 -77- } V 5. &W gvj,JO \
S &W WO I I S &W GF 974.0 I i S &W GF 9780 1 } .0+05 gF gqO. }
1 p +03 BF 961 A` 11 0 +84 WO 1 +97 LO 1 1 9664 �X
955.0 I ( 962 6 BF 966.0 I I 9660 LO 973,0 } }
BE 9700 h
1 - 4'
11 g 2 1 I
J L_._
�r
HIGH POINT ELEV = 970.60
HIGH POINT STA = 10 +60.32
PVI STA = 10 +20
PVI ELEV = 970.94
A.D. = -5.34
K = 20.60
I
110.0000' vc
4] �
+ 0
r �
w w
EX MH #3
TC- 970.66
BUILD-14.71'
LF 8 "Cp00 I I STORM C 6O 41NG I I f7O I [jcI � TC
SDR
LOW POINT ELEV = 966.09
LOW POINT STA = 8 +67.77
PVI STA = 8 +70
PVI ELEV = 964.00
A.D. = 9.04
K = 20.47
I
185.0000' VC
o
co
m
N w
U U
> m
m
1,114 wa, sm 1 -9 OWN
MH #2
_ TC- 966.07
BUILD -9.64' BUILD -9.2
TCP- 951.17
33' (14 'TOT
0 o PVC
8" VC en nnn
6' PVC
8"
91
MH #5
MH 44 TC- 978.85
MH #3 TC -977A BUILD- 11.35'
TC- 975.93 BUILD- 10.15'
BUILD -8.9'
_2.33% -F
roP.9�s. , 1, TOP -969.4
64 Lt 8" PV4 1 _12 LF
SDR 315 (@.0.4% 1'T" 35
POfdD ^^'. �onvucvr auv.
, %71
I A DRAINAGE EASEMENT OVER,
- I UNDER, AND ACROSS ALL OF
1 OUTLOT B
-1
PVI STA = 3 +20
PVI ELEV = 981.40
A.D._ 4.43
K - 22.56
I
,�- 100.0000'vc
N �
n 0 w
N U U
0 w
U U
w w EX VIH 96
TIC 983.12
0
C0
U
m
H
m
K = 41.80
200.0000' VC
F B"
26
NORTH
40 20 0 25 40 80
m®mmld
SCALE IN FEET
n w
U U
m m
EX MH #4
TC- 994.82
BUILD- 23.79'
0
m
Z
DATUM =11
950.00
13 +00 1)+50 12.00 11 +50 11 +00 10 +50 10 +00 9 +50 9+00 8-50 8 V0 7,50 7 -00 6 +50 6 +00 5 +50 5 +00 7`50 4 +00 3 +50 3 +00 2+50 2 =00 1 +50 1+00 0 50 0 +00
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST,INCIS EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE.
PVI STA = 6 +50
6ER5
tit ,-'
W ! . '1,
SCR
`� SATHRE - BERGQUIST
m INC. .
150 SO UTH BROADWAY WAYZATA, MN.55391 (952) 476.6000
TS9
PVI ELEV = 973.70
ANITARY AND WATER MAIN PLAN
LAKE ST. JOE'S COVE
CHANHASSEN,
MINNESOTA
A.D. = -2.08
Daniel L. Schmidt, P.E.
Date: 06 -19 -2013 Lic. No. 26147
K = 48.18
I
100.0000' VC
I
o �
°+ v
m
U w
> >
m W
m m
> U
ELI >
w
8"
91
MH #5
MH 44 TC- 978.85
MH #3 TC -977A BUILD- 11.35'
TC- 975.93 BUILD- 10.15'
BUILD -8.9'
_2.33% -F
roP.9�s. , 1, TOP -969.4
64 Lt 8" PV4 1 _12 LF
SDR 315 (@.0.4% 1'T" 35
POfdD ^^'. �onvucvr auv.
, %71
I A DRAINAGE EASEMENT OVER,
- I UNDER, AND ACROSS ALL OF
1 OUTLOT B
-1
PVI STA = 3 +20
PVI ELEV = 981.40
A.D._ 4.43
K - 22.56
I
,�- 100.0000'vc
N �
n 0 w
N U U
0 w
U U
w w EX VIH 96
TIC 983.12
0
C0
U
m
H
m
K = 41.80
200.0000' VC
F B"
26
NORTH
40 20 0 25 40 80
m®mmld
SCALE IN FEET
n w
U U
m m
EX MH #4
TC- 994.82
BUILD- 23.79'
0
m
Z
DATUM =11
950.00
13 +00 1)+50 12.00 11 +50 11 +00 10 +50 10 +00 9 +50 9+00 8-50 8 V0 7,50 7 -00 6 +50 6 +00 5 +50 5 +00 7`50 4 +00 3 +50 3 +00 2+50 2 =00 1 +50 1+00 0 50 0 +00
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST,INCIS EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE O MINNESOTA.
,/''nl..V
6ER5
tit ,-'
W ! . '1,
SCR
`� SATHRE - BERGQUIST
m INC. .
150 SO UTH BROADWAY WAYZATA, MN.55391 (952) 476.6000
TS9
---
ANITARY AND WATER MAIN PLAN
LAKE ST. JOE'S COVE
CHANHASSEN,
MINNESOTA
N
��2
Daniel L. Schmidt, P.E.
Date: 06 -19 -2013 Lic. No. 26147
FILE NO.
87925 -001
37
•
r
STRUCTURE
DIAMETER
TC
INVERT
BUILD
CASTING
NOTES
ID
TYPE
BLD,: 7.8
I
CB 6
DIAI48"
1 I
TC: 967.001
1
CBMH
48"
976.60
959.40
17.20
R -3067
I
Finished Grade
2
CBMH
48"
975.67
960.00
15.67
R -3067
_ ..._. ... _. ; _....,.._
3
CBMH
48"
968.70
960.09
8.61
R -3067
CL5 @0.87%
4
CBMH
48"
965.60
961.40
4.20
R-3067
LO
LO z
5
CB
2'X3'
965.60
961.60
4.00
R-3067
6
CB
1 27"
1 965.601
963.00
2.60
R-4342
7
CB
2'X3'
975.67
971.67
4.00
R3067
EX
STMH
48"
967.00
1 950.70
16.30
R- 1642 -B
A
I FES i
24"
1 950.00
24' APRON W1
TRASH GUARD12 CY
RIP -RAP
NORTH
40 20 0 25 40 80
o , El a®El Id
SCALEIN FEET
1000.00 _.,_.,_ _. _. _. __ _� ..._ _. __ _a. __ _...._ -..... �_. __ v _._ 1._ _. ._ ._ ._ _. __ ._�, ..� _. -_ ._ . ;. _._ ....._�..._ _.._ - .-.. a_. __..W __ _..�. _... _.._ __ _._�-. 1000.00
990.00 _!__ ._ _. _._ _. L ..._. __ _.. _. 1 __ _._ _.. _....._L._........_ _..._ L_ ._- ---- .... _1 .... v _... __. __!.... 990.00
! ! ! CBMH2 ! ! t ! ! ! !
CBMH 1! ! TC: 975.67
TC
I ! ! 976.69 J BLD: 15.67
BLD 17.211
DIA 48"
980.00 _ ... _ ._ .,.. - __ - _ _ DIA _48" __ _.- _.. __ __ . _ _ ._. -_ _ _ _.. _. _.._ ._ __ - _ _ _._ __ __. __ 980.00
I CBMi 3 i
TC 9 87 ! !CBMH4 ICB5 !
! , BLD' 8 61 ! !TC: 965.6 TC 965 6
' EX ! ! # Finished Grade ! ! ! DIA: 48 ! i BLD 4.2' 812'X LD 4.6
TC: 965.40 i !
970.00 ._ _. .BCD' 14'7 1_ i __ __ 1 __!.._. ..._.._. ( . _ . ��,_ . _� __ ._ .._....- . __.. .._ ,_ p -. ._ _. _.. ,_ __. I_. __ __.. _- ,I,DIA 48... ^_ . .3� .__ _._ _..I_ 970.00
i DIA 48"
a
I
i 1 I ,.,
I
960.00 "-89 7 15'RCP �- 1216 -'FS "RCP 960.00
11 98.815RCP ? ! i CLI5 @041/ wiz CL5 @0.41% on 323'12'RCP
EX FES A t 6 , CL 5@ 0.67%q o � o
CL5 @6.61% �� °m ! rno?o? > CL5 @0.62%
TC: 950.00 m on m o z
VV/TRASH GUARD . 1 ! I i>
12 CY RIP -RAP z z z z -1
950.00 ! I ( _ ! z? z 1 I I 950.00
35.3 -24 "RCP
CL5;; @1.98 /0 I I I I I
on i
on nco
940.00 _ ,- _ J. _____ _ . __ _ ! ! _ ._. - _N. ._.. _.. !
_ - ..... 940.00
on
? 0 +00 z Z0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4+50 5 +00 5 +50 6 +00
N
980.00 - - --
-
CBMH 2
CBMH 3
(
I
TC: 968.7
1
DIA: 48"
BLD,: 7.8
I
CB 6
DIAI48"
1 I
TC: 967.001
970.00
Finished Grade
BLD: 4.0
' - -
I
DIA: 27"
li
�1
I
Finished Grade
I
I I ( I
1
II
z
960.00 ._ `. _ ._ --
- _ _. _ _._. _
_ ..._. ... _. ; _....,.._
0 +00
0 +50 1 +00
1 +50
00 0
126.8' -12 "RCP
o
rn�
CL5 @0.87%
oM
0)
0)
z
LO
LO z
_
W Z
1
M
A DRAINAGE EASEMENT OVER,
UNDER, AND ACROSS ALL OF
OUTLOT B
990.00 -.; -.__ _...._.. __ __. i __ __ __.... -- -..._
T._ 990.00
CBMH 2
CB 7
rn °m
TC: 975.67
BLD115.67
TC: 9751.67
1
DIA: 48"
BLD: 40
I
980.00 -- _. -..__.
_._ 2' X_3'__
980.00
I
i 1
1
°Iii i
Finished Grade
I
I
`-°
'
970.00 _ail �- -
--- ._. _..._ -..._ _.p __. _
-�
��- 970.00
'
1
II
z
I
0 +00
1 +00
°0 00 _
RCP
L841
rn °m
67%
ZZZ
LO LO (V
DESIGNER I NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CI I Y PHQJE(; I NQ. FILE NO.
DLS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SEE s ( SOR`1 '- 87925 -001
DRADWN BY SATHRE- BERGQUIST,INC'. EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE- BERGQUIST, INC. STORM SEWER PLAN
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O M(�IAN,NESyO�T�QA. w " 9y A
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. l ,���1'y - $.`, CHANHASSEN, `#
CHECKED BY p 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476000
SATHRE - BERGQUIST, INC. RESERVES DAMAGES LOSSESRESATI m LAKE ST. JOE'S COVE
DLS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING v; y� MINNESOTA p
DATE FROM ILLEGITIMATE USE. Daniel L. Schmidt, P.E. c�FRS "t, p
nc�1-1 Data 06 -19 -2013 Lic. No. 26147
CONSTRUCTION NOTES
1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER,
2. THEW TER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURI
CONSTRUCTION, SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT.
3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN PONOGRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FORMTE
DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER, INSTALL SILT FENCE AROUND EXCAVATED PONDS.
4. INSPECT PONDS. SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPTES PERMIT
5. LINE ALL PONDS WITH A MINIMUM 3. ORGANIC SOILS 8 SEED SLOPES BETWEEN NWIF AND 100 YR MWL WITH A WATER TOLERANT MIX,
0, REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED.
.5' WEARCOURSE
2J1' BASE COURSE
8. DRIVEWAY SLOPES
MINIMUM -2.0%
MAXIMUM -100%
Q. POND - 10: I BENCH(\ FOOT)THEN3:I MAX
10 LO, SE WO, WO PADS 3:1 MAX_ ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED)
11. CONTRACTOR TO RE MOVE SEPTIC SYSTEM AND CAP WELL
12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED, IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION
CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT,
13. RESTORATION - ACRES
A. RESTORE ALL DISTURBED AREAS WITH 4' TO6-OF TOPSDIL, OR EXISTING ON-SITE ORGANIC MTRL.
B. SE ED POND SLOPES AND DETENTION AREAS WITH MWIDOT 3ID OR BWSR P8 SEED MIX AT A RATE OF 100 LBS (ACRE AND FERTILIZE WITH 26610 AT 100 LBSlACRE.
C. SE ED ALL OTHER DISTURBE D AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR W ETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 200.10 AT 10o LBSJACRE .(UNLESS
OTHERWISE NOTED)
D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE
E. MULCH WITH TYPE t AT A RATE OF 2 TONSIACRE AND DISC ANCHOR IMMEDIATE LY A FTER PLACEME NT. USE WOODF IBER BLANKET ON ALL SLOPES 3:I ED OR GREATER,
F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFERTOCITY
DETAILS ST -22 8 ST -23 FOR APPHOVED DEVICES.
G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED.
H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION.
14. SILT FENCE. BE FORE GRADING L00p LF
AFTER GRADING -140 LF
15. WOODFIBER BLANKET --SY
TYPICAL LOT DETAIL
DENOTES LOT CORNER
NO, I
I BY D
ELEVATION
11IL
DENOTES BLOCK
DENOTES LOWEST
1
NUMBER
ADJACENT GRADE
it----------
ur
I11
DENOTES LOT
\
NUMBER
1
DENOTES REAR OF
' I
1
BUILDING PAD
j
DENOTES BASEMENT
FLOOR ELEVATION
DENOTES HOUSE
DENOTES GARAGE
" ==
TYPE
FLOOR ELEVATION
LO
t rl 1
1 1 11 i
J JJ li�..
DENOTES SETBACK
DENOTES EASEMENT
�._ - -- -
LINE
LINE
DRIVEWAY SLOPE (PER GRADING
PLAN ELEVATIONS)
FILTRATION SHELF NOTES:
1. Initial excavation of the rain garden shall be dug 2' below the finished final grade.
2. The bioretention soil within the filtration shelves will be installed after the storm sewer outlet Control structure is installed.
3. To prevent soil compaction, heavy equipment shall not be allowed within the rain gardens at any time.
4. The bottom of the filtration shelves shall be tilled a minimum of 12" prior to placing the bioretention soil.
5. Relativley light equipment with tracks shall be used to excavate the filtration shelves
6. Immediately upon completion of grading the filtration shelves, silt fence shall be installed per the plan to establish perimter control.
8. The bioretention soil within the shelves will be 2' deep with a 6" draintile raised one foot above the base of the bioretention soil.
9. The bioretention soil recommended by MNdot of 3149.2) (fine filter sand aggregate) and 3890.28 (Compost, Grade 2).
10. The mix for the filtration shelves should be 35 % compost and 65% sand.
FILTRATION BENCH 80 TONS Compost 150 Tons Sand
11. Minnesota Mulch & Soil can suooly and deliver this soil premixed. (651) 330 -0299
25
20 -
TYPICAL FILTRATION SHELF DETAIL
i Note H)x �r .. � I ._. f �.... i..... _ _...., ... . ,. s _.._I .. ... _ 25 `cavat r E 2 b l fi -sh d g ri d ng A
gradn acnvt t 1 f!Pl eRt oftheb t U xl I I (
tlunngmnn Installatpn I 1, I i I ' _
r f4 cOno,�teoweL�wowLe 20
a.
15Nw S a PE- - ) i 10 _..._
\D RAW dWN ELEj ATI04 - 3y
j
\ \4t- 6 P rt al d 0 the With S k (1 Above Ed., M tl )
aIOrel r Flt (2 Th'ck).
5 .._. 7. _..�,_° __T_. __ _._.,�.�.,. TL_..._�..� _ _35 %Mr�DPF.6PeG'289028 Gompo t� 5
' I 65% MHOOT Spal 3149 2JI(Flne Fille Sand Ag reg W) I i
+
l j
0 +00 0+10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00
40 20 0 25 ,. 40 8810
SCALE IN FEET
.tea. p rte �f
fir-" F I
A����J J 4 ?; -6'•i
! +J y i2ETENTION I EACH
!' czaDrol1s)
� •'0.6 _.�. r.t_
J`
J
r
i
/ r
SIGNER N
NO, I
I BY D
DATE R
11IL
II
1 S
1
Q1
it----------
ur
I11
;
\
1
' I
1
/ J
I
I/ 1
t rl 1
1 1 11 i
J JJ li�..
IT
.tea. p rte �f
fir-" F I
A����J J 4 ?; -6'•i
! +J y i2ETENTION I EACH
!' czaDrol1s)
� •'0.6 _.�. r.t_
J`
J
r
i
/ r
SIGNER N
NO, I
I BY D
DATE R
REVISIONS U
USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS C
GENERAL NOTES:
1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING
TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND
INSPECTIONS DONE AFTER A 0.5" RAIN EVENT IN 24 HOURS. A COPY OF THE INSPECTION REPORT
MUST BE EMAILED TO THE ENGINEER, CITY AND DEVELOPER ON A WEEKLY BASIS. THIS SHOULD BE
DONE IN ACCORDANCE WITH THE APPROVED SWPPP PLAN.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF
WOODBURY DETAIL PLATES FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE
SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN
ESTABLISHED.
3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL
INSPECTION REPORT.
4. A V -2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE
SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH
OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES.
(SEE DETAIL)
5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND
STREET AREAS THROUGHOUT CONSTRUCTION.
6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY
EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET,
BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR
OTHER CONSTRUCTION DEBRIS OR MATERIAL WITHIN 24 HOURS.
7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING
OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
8. SEDIMENT BASINS MUST BE DRAINED AND SEDIMENT REMOVED WHEN MATERIAL REACHES ONE
HALF VOLUME IN 72 HOURS.
9. SILT FENCE MUS BE REPAIRED OR REPLACED WHEN NON - FUCNTIONAL OR ONE THIRD FULL OF
SEDIMENT WITHIN 24 HOURS,
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP MANAGMENT FOR THIS PROJECT:
11. GRADED AREA =3.0 ACRES
OWSITE BOPS
1. CD -P27 - CD -P27 WILL BE UTILIZED TO MEET OR EXCEED QUALITY AND RATE CONTROL REQUIREMENTS.
2. SKIMMERS - THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET PIPE TO ALLOW
SKIMMING.
3. RIP RAP - RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE
SEDIMENT CONTROL.
4. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS &
REAR YARD STRUCTURES.
5. SLOPE STABILIZATION - SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND
WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE
SLOPE STABILIZATION.
6. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM
REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS.
7. INFILTRATION AREAS - INFILTRATION AREAS WILL BE UTILIZED TO REDUCE THE AMOUNT OF RUNOFF
FROM THE INCREASED HARDSURFACE.
8. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED
TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING.
�"�elbd,p
-
i SId T Pb 2C ngfe
NdC � �
Sal I" Pw IIOOT
ryx7mlio'n, saes 2000.
module stim eodn
maloRanml, Wide Ios w to
/
sled T -Posts .ith 0(50b) tw4k
C ROtO
strwglh plmtle Ty les pw
Yr. oe. p..O d.s
T -Post. (Mod** dimd) ra
EROSION CONTROL
FENCE — TYPE 1
FILTER FABRIC
6' MINIMUM DEPTH
Note
Tpe 2 sit ltwtt is the sane w Ipe 1 eith hay boles i sid led as pw delai.
Ilk,
T)" 2 to be used to pWKI al "Umft
2' WASHED ROCK
/.7y
18' MINIMUM CUT OFF BERM .yp'
TO MIMMIZE RUNOFF FROM SITE
Zip lies '-• .:���.....
ROTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
r..
EROSION CONTROL
FENCE — TYPE 2
TO STOP MUD MIGRATION THROUGH ROCK.
Crry of=
SILT
CITY Of=
ROCK
CONSTRUCTION
FENCE
CIAM
ENTRANCE
eeeea e- n.+ -az HS,w o.rc: 2 -97
e.■:
5300
araear�w °"d 2 -97
..�
YD' 5301
40 20 0 25 40 80
a12aad
SCALE IN FEET
la iil
i I
11 i i 1
1 r
1 .I
1 1
r 1T l
1�, I
tl to `
-_ ..g' - - -- - -_ w
-
_ ......
i
Jt
DESIGNER I NO, BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO, FILE NO.
OLS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 87925 -001
DRAWN BY SATHRE-BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE _ _ <
OLS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. u2 " � w
SATHRE- BERGQUIST, INC. EROSION CONTROL PLAN
CHECKED BY INDEMNIFYSATHRE-BERGQUISE INC. OF ALL RESPONSIBILITY . `' ` /i a //a l� o �.;, 5: 150 SOUTH BROADWAY WAYZATA. MN. 55391 (952)476 -6000 CHANHASSEN, Ei
OLS SATHRE - BERGQUIST, INC. RIGHT TO OR p }.J',•�_N- ae,')C/O� /— N w 7 MINNESOTA LAKE ST. JOE'S COVE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING '�
DATE FROM ILLEGITMATE USE. Daniel L. Schmidt, P.E. e'VFRS P�ps'2 $
05/05/04 Date: 06 -19 -2013 Lic. No. 26147
z
N 0
0000
00 o D
0 o m
m m
00
m m
m m
O O
z z m
<
m m
O
n n C/)
KK
K m
� �
U) U)
0c
O=m = —D„cn
;ummmm =o�m
DOzMznFDn
G> � --w-0 c
m 1 2 O D O 0
cnO�moXoz
O = -<�Dn00
moo. zC =_ -_0
000 -< =m�0
W D X Z 0 0 W
zMOX Z
m���r���0
Z7rD -< --:!Z -4 O
mmcngo00 C/)
cn�?cn z(,; ��
c� O D n m -U�
�Kc?ccn0x0m
z > >0cz-u C
0 m m n �_ m m—
O m D m�* o D
E�zv'm� z
r 0
F 0C -)z>
m m D 0 Z m 0;u
�D]m0rzcC�
D
,Z mD�O
E: iDm c z
0 O
ir(Cjm�= m
M m = D — O
U) >m =DN -<z
m c � D m
�� U) oW0
mz
(nnu)D 0z
O ZOWD0
cn M 0 = m
W:7
m -'> >
m <Dr O
r m
O D W 0 Q
d (p
N W C
a
a m ?
CD
d
N z
N
cn m m
m o
o d
C p N
O m
0 m m
� a
aQ
r�
0
m
70
m
G)
In
y
70
m
N
Q
w 70
i" m
c�
I
0
O
V
Q+
V 1
A
m
�
o°o
T
N
CD
0
Z
0
Z
m��
O
0
K
D
z
Z
D
z
r)
z
0
m
O
m
°
a 0
0
m
C 0
D D
c Z
D 0
n
o
D
C)
n
z
<
O
–
n
c
11
�
n
o
m
m
cn
mm
Z
D
m
m
Z
m-
D
Z
O
n
O
<
m
D
G)
D
r
C
D
Z
D<
D
D
z
0
c7
O
m
G�
m
55
O
m
D
o
o
CD
o
m
n
e--r
m
m
z
z
o
�
0
can
o
o
w
CA)
W
00
O
N
m
�
I,
Lm
oo
00
v
lD
m
W
U�
o
F,
I�
o
N
O
W
I�-�
I-
O
0
W
n
N
N
N
N
N
z
N 0
0000
00 o D
0 o m
m m
00
m m
m m
O O
z z m
<
m m
O
n n C/)
KK
K m
� �
U) U)
0c
O=m = —D„cn
;ummmm =o�m
DOzMznFDn
G> � --w-0 c
m 1 2 O D O 0
cnO�moXoz
O = -<�Dn00
moo. zC =_ -_0
000 -< =m�0
W D X Z 0 0 W
zMOX Z
m���r���0
Z7rD -< --:!Z -4 O
mmcngo00 C/)
cn�?cn z(,; ��
c� O D n m -U�
�Kc?ccn0x0m
z > >0cz-u C
0 m m n �_ m m—
O m D m�* o D
E�zv'm� z
r 0
F 0C -)z>
m m D 0 Z m 0;u
�D]m0rzcC�
D
,Z mD�O
E: iDm c z
0 O
ir(Cjm�= m
M m = D — O
U) >m =DN -<z
m c � D m
�� U) oW0
mz
(nnu)D 0z
O ZOWD0
cn M 0 = m
W:7
m -'> >
m <Dr O
r m
O D W 0 Q
d (p
N W C
a
a m ?
CD
d
N z
N
cn m m
m o
o d
C p N
O m
0 m m
� a
aQ
r�
0
m
70
m
G)
In
y
70
m
N
Q
w 70
i" m
c�
I
0
O
V
Q+
V 1
A
m
�
o°o
T
N
CD
p
m
0
m
7o
m
x
N
ry
Z
0
Z
m��
O
0
K
D
z
Z
D
z
r)
z
0
m
O
m
°
a 0
0
m
C 0
D D
c Z
D 0
n
o
D
C)
n
z
<
O
–
n
c
11
�
n
o
m
m
cn
mm
Z
D
m
m
Z
m-
D
Z
O
n
O
<
m
D
G)
D
r
C
D
Z
D<
D
D
z
0
c7
O
m
G�
m
55
O
m
w
~�
00
CD
e--r
CD
m
n
e--r
cr
w
w
o
�
can
can
o
C) n
z Z O
m c–
O
--I m z
Z 0
r
D
m r
Cn D
Z
c- z
O 0
m
n �
O z
m
r
M
z
\ O
k
y,
3
0
4
1
<D
<D
O n
n � �
m ,m
Z m
2 '-
m
ryl
m �
p
n C
m "'
z m
ti
0
m
rn
W
Z
m
70
m
G)
In
y
70
m
m
x
w 70
i" m
c�
I
m
x
O
m
D
O
m
x
A
m
�
o°o
T
m
m
p
M
m
z
p
m
0
m
7o
m
x
N
ry
Z
0
Z
m��
O
0
K
D
z
Z
D
z
r)
z
0
m
O
m
°
a 0
0
m
C 0
D D
c Z
D 0
n
o
D
C)
n
z
<
O
–
n
c
11
�
n
o
m
m
cn
mm
Z
D
m
m
Z
m-
D
Z
O
n
O
<
m
D
G)
D
r
C
D
Z
D<
D
D
z
0
c7
O
m
G�
m
55
m
m
m
m
0°
0
w
can
can
o
o
w
W
00
O
N
m
�
I,
Lm
N
W
N
00
v
lD
I
w
�
W
U�
o
F,
I�
o
N
O
W
I�-�
I-
O
0
W
n
N
N
N
N
N
N
N
T
o
T
T
T
T
T
T
Z
G7
OJ
G)
Z
N
0
.Z
c�
I
=
=
m
X
m
C_
55
m
m
m
0°
0
w
can
can
o
o
w
can
Q
Q
n
o
o
N
O
v
-0
Q
O
v
Q
U1
cD
4
Q
m
cn
70
m
CD
C1
N
c�D
m
z
N
N
z
o
C�
CD-
CQ
v
t
.,
n
n
�
n'
�
co
m
ni
(b
3
:a
d
m
a
Q
Q
y,
z
o
m
CD
w
m
DD
v
m
W
cn
W
cfl
W
cn
id
N
N
N
N
N
N
N
N
J
-
-
-
Cn
Ut
cn
O
to
Ln
Cn
Cn
En
uo
W
W
Od
co
C U
W
cd
m
W
W
M
M
CO
m
m
m
Q7
m
m
m
m
(n
(n
T
(D
(D
(n
LD
(11
Q
cn
co
cn
cn
ca
cn
co
cn
m
co
m
m
m
cv
cv
m
U)
w
O
cil
0
cn
n
D w
r O
m❑
z ❑
m
m❑
m
F-1�
O
0
m m
x Cn O
7 m
x
CA) m� .
x
cn \ co rn
11 � 11
T
■
!►!'- a•
r�
m
—n
m
cpr
n n
m
m
ai (D-)
G)
Z
TI
co
-n
c�
I
W
b
°
!►!'- a•
r�
m
—n
m
cpr
n n
m
m
ai (D-)
n
Z
�0c4 r
�i4�
ED
\
c�
I
W
b
°
m
C_
55
m
m
Wj
i1a
1
w
���
I
�cfl m0�
rn� 6 0
°
rCl-014
•
• •
-OTL6 =I9
W, n-1
v vvv v I
u Sy6 �a
4
cc) C�
14 CC) °
^� °
��-J4
t.vj
zqqq
r
6'�L6 j�
Om
0'
� f • 'tail►,) • ���• � •i
mffi
00
\ ^
me
�m
�C/)
r m
O�
cm
�z
o�
1
00
. l
M-141h
C)
PROJECT NAME AND NUMBER
ai (D-)
n
�0c4 r
�i4�
ED
O
c�
I
W
b
°
rCl-014
•
• •
-OTL6 =I9
W, n-1
v vvv v I
u Sy6 �a
4
cc) C�
14 CC) °
^� °
��-J4
t.vj
zqqq
r
6'�L6 j�
Om
0'
� f • 'tail►,) • ���• � •i
mffi
00
\ ^
me
�m
�C/)
r m
O�
cm
�z
o�
1
00
. l
M-141h
C)
PROJECT NAME AND NUMBER
PL
�rfCY !• l+ai Npal[IL taRraa.
«rorea .eo .iPr Aeunra [+arc rncYrz w a+u¢nfir.
CITY CF CONCRETE
Mum I SIDEWALK
2 -97 W 5214
ELM AJ
s•
a' Y
r e'
r r
9' r
SECTK)N R -R
Xac r PMmlrima -,H, •_
rw n.
« rrM
w [.fdMm rawi aw
SECTION A -A1 -A [ve l M
CRY CF PEDESTRIAN
CUP•B RAMP
IMMMM
+•n'' -a 2 -97 - 5215
AMw
NOTE:
AI Iwca - W T
nwari 200. re
H,
mdpRtln 7a' eiaf
1mInM Io «w T -Pwla A
4.
.Ra xsoel IsvrR «rvgN
oa«K ro Ice.Pr _
R{INDFI 12-
FARM -IM-
SECTION AA
CRY CF aF RDAD L9
Ill nR BARPoER
[r[.wra 2 -01 AM °i 57(12
f—
I-
40 20 0 25 40 80
°•ra> j ®®®®�
SCALE IN FEET
�
A
a
AA «
fLS Prr. Nw [.J
3�
s
a a� .at arrnir
a [Mry rad a
w«°P w.
1' - 2- •ASEO ROCK `Y
GaaO
mrr....rr.M +..e
x AMdr a � �
DETAIL
s/R
i6 5310
4
ah
rmr
t� d Mid
,r
aM a %+lea[ r wlaa.r ae«af. r r�mee sees m m
Ri•w a a.Mete ma:e as i H air w' m+d..'•s «
A a .eN OPYR weldrwF
irelYfwor+ J�a'[+'a
wr. rlsYrE rar N r Mar r ary .0 Marr
w«rYn
b
wswewomr m w pews +C-a• Psw H a PY..eA.r eev. mercer
sw�r.�tatss.; �,�rww
CRY 0F
2 -97
4'.'6S71Y r..Mr. ttm M r r r...
BARRICADE
1 -02
aNf W emla
w peArtb a
�m
w Der M•W Mtva
CITY OF
LIGHTING
ilaR:
POLE
rr
" 5240
nN+ee�
.Ra vFrM Wrma
CITY CF
TYPICAL
(i�M
INTERSECTION
2 -97
1001
�k
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO.LLC.SHAKOPEE. MN.
MODELJCG23
.e -mfr
NOTE: .
ww la .sae ar erw aL, r.eet rnr rM• > +ar a repr .ro
era.Y.l
1p.rm a«e/rtlrA a..t mm«.w ata .w w trl
CETY CF CATCH BtSH
MIIM SEDIMENT TRAP
1-04 1 r 5302A
1• CDRPDRATiOx SIOP� � E�
PLiAxEO EXD7
NAiflt YAai
AFTER HEE. ttW REQAR . TS
THE AR III= L" SHALL BE
0ISCCF"Ct[0 AT THE PLUG ■Ix
M AMTKkAL CONPENBATIX
� I AIR
m BLEED
DETAIL
r77 AM 2 -97 °i 1003
r' k t..- .t...r..0
r mmrge L� r�'7
�104iarar+wrwiv r+s t•F
L' afw•NR
PI «rt[X rat
r. [mom �sM.a[m aT'
� m
w.rF smmu�N�mn w�«
�iw rYi wYr[ arP •soli
m'e O.epWm Rar°
-J^ n.ruwrrr
m.. >'�•o o..«n rrmam ur,aaun.. Nm rL la
CRY ASSEMBLY
BASE DETAIL
2 -03 "p[ � 5241 '
s [me
t. .al� Rr� rvr+w. rper
w mra {.w » f'�ra
0. me a�iMaa w.
a Aedde� Vyr
AA «
fLS Prr. Nw [.J
x few .rm edA«.
pn. +� rwnerp, d
a w0r°s«aae evd+w.
a a� .at arrnir
a [Mry rad a
w«°P w.
1' - 2- •ASEO ROCK `Y
CrTy of=
mrr....rr.M +..e
x AMdr a � �
DETAIL
� ®rre•rrr+•e•.rwr•er•rr
i6 5310
4
�rrrrr
"S• r
rmr
t� d Mid
•rr•trvearr
aM a %+lea[ r wlaa.r ae«af. r r�mee sees m m
Ri•w a a.Mete ma:e as i H air w' m+d..'•s «
A a .eN OPYR weldrwF
irelYfwor+ J�a'[+'a
wr. rlsYrE rar N r Mar r ary .0 Marr
w«rYn
w trae tees m w e� ®�.f eM e«tet.ra.P
,.rF.e .row mw .ar> s.wr aan
wswewomr m w pews +C-a• Psw H a PY..eA.r eev. mercer
sw�r.�tatss.; �,�rww
CRY 0F
2 -97
4'.'6S71Y r..Mr. ttm M r r r...
BARRICADE
1 -02
9pyC..a..rwr
CITY OF
LIGHTING
MANUM
POLE
2 -97
" 5240
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO.LLC.SHAKOPEE. MN.
MODELJCG23
.e -mfr
NOTE: .
ww la .sae ar erw aL, r.eet rnr rM• > +ar a repr .ro
era.Y.l
1p.rm a«e/rtlrA a..t mm«.w ata .w w trl
CETY CF CATCH BtSH
MIIM SEDIMENT TRAP
1-04 1 r 5302A
1• CDRPDRATiOx SIOP� � E�
PLiAxEO EXD7
NAiflt YAai
AFTER HEE. ttW REQAR . TS
THE AR III= L" SHALL BE
0ISCCF"Ct[0 AT THE PLUG ■Ix
M AMTKkAL CONPENBATIX
� I AIR
m BLEED
DETAIL
r77 AM 2 -97 °i 1003
r' k t..- .t...r..0
r mmrge L� r�'7
�104iarar+wrwiv r+s t•F
L' afw•NR
PI «rt[X rat
r. [mom �sM.a[m aT'
� m
w.rF smmu�N�mn w�«
�iw rYi wYr[ arP •soli
m'e O.epWm Rar°
-J^ n.ruwrrr
m.. >'�•o o..«n rrmam ur,aaun.. Nm rL la
CRY ASSEMBLY
BASE DETAIL
2 -03 "p[ � 5241 '
s [me
t. .al� Rr� rvr+w. rper
w mra {.w » f'�ra
0. me a�iMaa w.
a Aedde� Vyr
AA «
fLS Prr. Nw [.J
x few .rm edA«.
pn. +� rwnerp, d
a w0r°s«aae evd+w.
a a� .at arrnir
a [Mry rad a
w«°P w.
1' - 2- •ASEO ROCK `Y
CrTy of=
TREE PLANTING
x AMdr a � �
DETAIL
2 -97
i6 5310
rMCY Rt4Al«L RAbHf - [a'
rata. DaL[ara ar4us - n
0•
I
mew r+a mecaea '
fraaiPlaHlert C e a
5[CitpN A-
�
m TYPICAL CURB
RADIUS
Y.m.r rM.
2 -97. _ wim .m2 52044
fi
Cm
f.ex F
MM�
2.
w .qi.+ eraa re+:sr"M
1 N"Y•"a1 «tea �Q«W d CetpM.
w«rf wars
'� d�ris0'6rrw«ar.�d.t°°"rrammM' ? rms"m w�iiPV'>w'O"i«.
« ier r r feR ° v.iR"r"in ism '�meeaa
i:- °=
? fetA "rr[ een4e. 0. asrYi "N pe.t.9
CITY 0r-
.. ter• � µwpwu °« ° fe�•ea i°pgrw. a
SHRUB DECIDUOUS
PLANTING
DETAIL
2 -97
1-- 5311
tm N.Aa n
etY n D.w.Ytu.
� awmr b fe.Aa t• m ««r�
rb. - - --
oinPi
au4°rPr a. a iw a [.aw feti__
DOO'drmru mr"Q.« wow rr°ry
•Orwtm tarn iv:rr W
(vice [D¢ra rm atf wi[J
nuum I TIE CARD
2 -97 °i 5221
9rIMXepa
sAe A r
5X Yv A HIEDI
lAdea.rA. X.a Tnlew ro
M 1 -P1eb v?!(70!) asTr
�1�WbN
T.q+Ht DYSw t[erj w.w�.raw
Fpp5a1N [OM1RR
RtaY _TYPE t
We
TTIS > a ar a a trr w Ipr i i sfl can aar tl rd auT
Ip 2 b m rw M PPIC1 tl w1Yet
Zp TRa
CRY CF SILT
CRAM11011 FENCE
2 -97 iDi 5300
nap+
ter .«App e�
AA «
fLS Prr. Nw [.J
a' war DEPTX
1' - 2- •ASEO ROCK `Y
i°p'0Ya w Ar"r. trrermmr
x AMdr a � �
t -) W
TO LMrE RLNOFf FRO. STE
r -r
4
a >rw - veaar
rmr
t� d Mid
ma«�"'ro e r aRrwrMi. a YYa iwc umaut. Neer«s w +.
aM a %+lea[ r wlaa.r ae«af. r r�mee sees m m
Ri•w a a.Mete ma:e as i H air w' m+d..'•s «
A a .eN OPYR weldrwF
irelYfwor+ J�a'[+'a
wr. rlsYrE rar N r Mar r ary .0 Marr
w«rYn
w trae tees m w e� ®�.f eM e«tet.ra.P
,.rF.e .row mw .ar> s.wr aan
wswewomr m w pews +C-a• Psw H a PY..eA.r eev. mercer
AArlvw w r ererrr. a m v�F Yvfir 4..
CRY 0F
2 -97
iOt 5301
BARRICADE
1 -02
r. 5244
Cm
f.ex F
MM�
2.
w .qi.+ eraa re+:sr"M
1 N"Y•"a1 «tea �Q«W d CetpM.
w«rf wars
'� d�ris0'6rrw«ar.�d.t°°"rrammM' ? rms"m w�iiPV'>w'O"i«.
« ier r r feR ° v.iR"r"in ism '�meeaa
i:- °=
? fetA "rr[ een4e. 0. asrYi "N pe.t.9
CITY 0r-
.. ter• � µwpwu °« ° fe�•ea i°pgrw. a
SHRUB DECIDUOUS
PLANTING
DETAIL
2 -97
1-- 5311
tm N.Aa n
etY n D.w.Ytu.
� awmr b fe.Aa t• m ««r�
rb. - - --
oinPi
au4°rPr a. a iw a [.aw feti__
DOO'drmru mr"Q.« wow rr°ry
•Orwtm tarn iv:rr W
(vice [D¢ra rm atf wi[J
nuum I TIE CARD
2 -97 °i 5221
9rIMXepa
sAe A r
5X Yv A HIEDI
lAdea.rA. X.a Tnlew ro
M 1 -P1eb v?!(70!) asTr
�1�WbN
T.q+Ht DYSw t[erj w.w�.raw
Fpp5a1N [OM1RR
RtaY _TYPE t
We
TTIS > a ar a a trr w Ipr i i sfl can aar tl rd auT
Ip 2 b m rw M PPIC1 tl w1Yet
Zp TRa
CRY CF SILT
CRAM11011 FENCE
2 -97 iDi 5300
nap+
seed tem wtr
PA." xa
wwRO w
AA «
ra« «
a' war DEPTX
1' - 2- •ASEO ROCK `Y
i°p'0Ya w Ar"r. trrermmr
x AMdr a � �
r. rM mw 1'-a•
TO LMrE RLNOFf FRO. STE
a
a r+en .rm R«rd.
a >rw - veaar
r. MiM:N• y..
vA
5203
Crry
CONIFEROUS
TREE
��
DETAIL
2 -97
°i 5312
I-
,.. IA.-
,�, rw r�•.rw
r tr
M 'Paw
IA M 1 8512
a' war DEPTX
1' - 2- •ASEO ROCK `Y
Ir ,f CUT arc K"
srop fnM.e
TO LMrE RLNOFf FRO. STE
CRY CF
TYPICAL CURB
wtt; BIER fAgPC 9«u BE PLAQD Uw[R RDDr
to sTOp wD LaatAIIDX 11NgKit Roar.
_ -_• 2 -97
5203
ROCK
��
CONS TRUCTION
ENTRANCE
2 -97
iOt 5301
,.. IA.-
,�, rw r�•.rw
r tr
IA M 1 8512
O+L: � r ra.tr rwaA
srop fnM.e
t�—
CRY CF
TYPICAL CURB
cum
AND GUTTER
_ -_• 2 -97
5203
PROJECT NAME
PROLCT DISCRPIiCX MYL SHIMI SUBIDN9MY
RESOE
IXxLOriEa- ruHE
R+DrE wILHBFR
CONTACT- R E MA'"
P[HartlEO CaestRrLTaXL HgRS- 6'
wN: Fla.
TAY -EPY
Y"rrlri
ABSQUTELYai �AILoCyfgT[X 11Dim
P �X�IIOIlR5. w1m
NOTES
7l
2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES.
3. SIGN SHALL HAVE WHITE BACKGROUND WITH
BLACK LETTERING.
4. LETTER SIZE TO FIT 8' X 6' SIGN.
CRY OF DEVELOPMENT
�m INFO SIGN
r.tt� Pw 1 -98 -- 5313
DESIGNER NO, I BY DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
OILS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I INC. DRAWN BY SATHRE - BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 1 \ SATH RE -BE RGQU ISTt I I V Li.
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MI!ANN�E,S{rO1T�QA. w ! �,
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. ZJ�'���1�v - r CHANHASSEN,
HECKED BY 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000
OILS SATHRE-BERGgUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m •"' ' b
N e MINNESOTA
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING '�
DATE FROM ILLEGITIMATE USE. Daniel L. Schmidt P.
, E.
nFMSMA Dale' 06 -19 -2013 Lic. No. 26147 c�Fks P�E�
I
+r
Ammar e.. T[TI
ecm rrM tvdrM mM. ��
Yrr°ow H �
rra
M r -cm
sDi«Re nr� r +rw +)
TRENCH DETAIL
�� abrN.a PtC. a OM ba
" IK CPlr.gaN K
PPa
a.a !tea
PIPE DETAIL
r La.Aair«R.tm s r«. wra`�'"' a -
. is m«amrsrwd.r
� «urarwrrdee�.
�
_- - 4• SUB - SURFACE
� DRAR[nLE
2 -91 ° 5232
-I r
i• -r
«w
W
r «. w«d °ri+sa rmr u
�I TRENCH oETAa
Ivbrim WF, v Od R AAe
fir
TELOETAR
- -
w aw w.i. w
d CRY of= ALTERNATE 4"
SUB- SURFACE
uRAINTILE
2 -97 '6 5233
raa.e c.At
a prw P+t
toe -a
r•1
mega SDR -75
A!
_ ]. saYwH .ace a aces a1
ma o� wy « � io.luMPn 9w+M
Aor�i �
CRY CF SUB-SURFACE
I
PVC RAINTIE
Cg== CLEANOUT
2 -97 °i 5234
DETAIL SHEETS
LAKE ST. JOE'S COVE
J
FILE NO.
87925 -001
9
roars rrra. as re+
'a :,nsa•! ate.. , I wis'inarz
Crry CF
as •lbracua»
er •swu nrmrcts•
n�a�l'Mis aim[ x,- aan:SW
a»[1
ee•
'i'.arzilgbt too ar xaa to ,• Aewl too a s,a>
runt! 9oaC Np1 Kr a Kaa
x Rao vwsa• a ta. a ox Krna wo Krua K.r.
l Mat 10 K nr(D 0.:[M Met ,At rlaK x,rr ! eaK3 m b tr:ai
u� i[s�WOa�'iT Ia rMgYrrµiia°a M'i' COriACT M On'
mu — I RI
II�BBtfBK�KY�111�1M� BARRIER
••�' a' 1 -03 iO' 2109
1 I
ereseaea r.rm t � /-d[
.x'�:1 rrumo-1 a wa �
A,
A
a�wAmb b tr a.aw.a r
.rq: Wb w r.al
\ �. is"'6'ai"�°`•p a°"tle" ISOMETRIC
Ma srae
$ t !' W 1raVMas !' ,91 Trerlap 2p$
Nag, War W pre favr'[M
rmM t crag
TSEC ION A-A
CURB
CONSTRUCTION
`T ATCht BASIN 80
31 EEI�
s
SCALE IN F
DESIGNER
DLS
DRAWN BY
DLS
HECKED B
DLS
DATE
n5 /n5/na
7
y R'�
n Y YE
best ° {,�
IT
CTTY OF TYPICAL
M == HYDRANT
INSTALLATION
I�•I' 1° O° 2 -97 1004
Lt�•
KtwR«,KSxs -on, .,a Vr tt uK
ArOrll'Ka1St [(V�
�Ir's' ww w
r�x.Ma wMUtrz
xr
wrt: x-xa mAx tea tam AK Nor .ua.m
BIT. HEAR COURSE ADJ. DETAIL
r�A,S,�aram t �i[nw+�.ln�x a_
_sT.es
n emu
IioArne �art •x' �� a�oA,sn,a •rmrt
n•
CO,attrz
BIT. BASE OR BINDER COURSE ADJ. DETAIL
Kr CORK [aWl Mat KWr drat Cdl•K
xeoacm an
R[i�fl3t coaurtrz aoA,snla ArM.S 9:.01 K emKa 0.x: ,A' W ,/Y
x H �' �m Orr K Kmt9 0.rt: KAVrt wtl /KYwW '
n aorta ae a Npxmro taws.
CITY OF MANHOLE
CIMM DCASTING DETAIL'
w.�US...,,._.
2 -97 2110
I I
a -- 2 cr co ELM
ErIIrY.: a- FY- r'.�L"•Z.!.J/.Si
.. t'i- 1LESit11f3tDF3iE'IIYBQat
SIR- S7FDil�iFII➢FSl
K =➢ 9 L•➢ Fi E M Fd--A 2 M F"
�■ Fdii Fail FiZ7L•a ESi IM1-i1 FIMi
M ; i F II 5 t F
E9�iESiCiCT•iF
d' i F II➢ Fa i F i
Fd9ta'i
E- ,rss
®ra�ffc�,�
ivar e I e !/e
t,:".rrr M"`r. M -,ox, n•
- I
Craar raa pwaai ]C,1B)
a x ..`. tab°pra rareele Arrw s ..ateo aee ra tr I.a b w or
SECTION A -A
t�l'
ta�
1l
I�
eglIgM
SECTION AND
b b »
M: ••:1'1
' 2 -97
sECnaN B -e
a
t,,
-
CRY CF
roars rrra. as re+
'a :,nsa•! ate.. , I wis'inarz
Crry CF
as •lbracua»
er •swu nrmrcts•
n�a�l'Mis aim[ x,- aan:SW
a»[1
ee•
'i'.arzilgbt too ar xaa to ,• Aewl too a s,a>
runt! 9oaC Np1 Kr a Kaa
x Rao vwsa• a ta. a ox Krna wo Krua K.r.
l Mat 10 K nr(D 0.:[M Met ,At rlaK x,rr ! eaK3 m b tr:ai
u� i[s�WOa�'iT Ia rMgYrrµiia°a M'i' COriACT M On'
mu — I RI
II�BBtfBK�KY�111�1M� BARRIER
••�' a' 1 -03 iO' 2109
1 I
ereseaea r.rm t � /-d[
.x'�:1 rrumo-1 a wa �
A,
A
a�wAmb b tr a.aw.a r
.rq: Wb w r.al
\ �. is"'6'ai"�°`•p a°"tle" ISOMETRIC
Ma srae
$ t !' W 1raVMas !' ,91 Trerlap 2p$
Nag, War W pre favr'[M
rmM t crag
TSEC ION A-A
CURB
CONSTRUCTION
`T ATCht BASIN 80
31 EEI�
s
SCALE IN F
DESIGNER
DLS
DRAWN BY
DLS
HECKED B
DLS
DATE
n5 /n5/na
7
y R'�
n Y YE
best ° {,�
IT
CTTY OF TYPICAL
M == HYDRANT
INSTALLATION
I�•I' 1° O° 2 -97 1004
Lt�•
KtwR«,KSxs -on, .,a Vr tt uK
ArOrll'Ka1St [(V�
�Ir's' ww w
r�x.Ma wMUtrz
xr
wrt: x-xa mAx tea tam AK Nor .ua.m
BIT. HEAR COURSE ADJ. DETAIL
r�A,S,�aram t �i[nw+�.ln�x a_
_sT.es
n emu
IioArne �art •x' �� a�oA,sn,a •rmrt
n•
CO,attrz
BIT. BASE OR BINDER COURSE ADJ. DETAIL
Kr CORK [aWl Mat KWr drat Cdl•K
xeoacm an
R[i�fl3t coaurtrz aoA,snla ArM.S 9:.01 K emKa 0.x: ,A' W ,/Y
x H �' �m Orr K Kmt9 0.rt: KAVrt wtl /KYwW '
n aorta ae a Npxmro taws.
CITY OF MANHOLE
CIMM DCASTING DETAIL'
w.�US...,,._.
2 -97 2110
I I
t Strut R
I wr 1
�'ha� soot
,><,• vaaaam
Cavrb too S.esap
�m tae
i ro ,a Rw [a! n wr sw.
a. M uK W lQWS aa: Mm Ptaenea
> M COSep SIMC[ LK KKp M rlret I•[
�tQ ut ql R Rwe11fD LCtt.
e. M0.tlaalax CKM» K ,Y,• r:tKt OAII[1G.
> votE •tau•[o aM a' oo a scalar rw
Crry CF TYPICAL
cuum
WATER
SERVCE
2 -97 °i 1005
d � ;. -e GiWdwb'fi0�aorarw
wlae
are
1. agsWWiy d m6tba ve ro, vgt:tle b OarH � mnpsl'n,
Oae rasa si0e trabq ri rar0. rM tr area r rq.n 0.00..
x ere erarea w tr rer.ax b axawn ttr arrw a W tee
M etevbpa aP 1.Oai J1N.'lr cNw N�'i mVrTb M'rY rM
CITY Cr- PIPE BEDDING
IN POOR S01LS
2 -97 ` 2201
sw 1 re b Ma r,m b I.- saraaer.
1 I
1 I
a -- 2 cr co ELM
11711
4- W M•
x1 M ti C.)
a
a�Ur k ,r0 2 r
N.r" -°-''� as
xiao ar)
.'A'a1Sara a twL'
ivar e I e !/e
t,:".rrr M"`r. M -,ox, n•
ge�ae.'r8a..bu b
ae:a. u•
Craar raa pwaai ]C,1B)
a x ..`. tab°pra rareele Arrw s ..ateo aee ra tr I.a b w or
SECTION A -A
aeawre NIr bet
CRY CF
FLARED END
eglIgM
SECTION AND
b b »
Gaesr abr aflam an,.xq
' 2 -97
sECnaN B -e
a.r.rw r9a rrs
t,,
-
CRY CF
RIPRAP
welaa bl a »•
cum=
DETAIL
G,l 0.1K aowta
2 -97
e` 3107
t Strut R
I wr 1
�'ha� soot
,><,• vaaaam
Cavrb too S.esap
�m tae
i ro ,a Rw [a! n wr sw.
a. M uK W lQWS aa: Mm Ptaenea
> M COSep SIMC[ LK KKp M rlret I•[
�tQ ut ql R Rwe11fD LCtt.
e. M0.tlaalax CKM» K ,Y,• r:tKt OAII[1G.
> votE •tau•[o aM a' oo a scalar rw
Crry CF TYPICAL
cuum
WATER
SERVCE
2 -97 °i 1005
d � ;. -e GiWdwb'fi0�aorarw
wlae
are
1. agsWWiy d m6tba ve ro, vgt:tle b OarH � mnpsl'n,
Oae rasa si0e trabq ri rar0. rM tr area r rq.n 0.00..
x ere erarea w tr rer.ax b axawn ttr arrw a W tee
M etevbpa aP 1.Oai J1N.'lr cNw N�'i mVrTb M'rY rM
CITY Cr- PIPE BEDDING
IN POOR S01LS
2 -97 ` 2201
sw 1 re b Ma r,m b I.- saraaer.
1 I
1 I
REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT 15 STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE
®T
Tv tl wrl
b ,x°°°Gla,
8 e� - x. -uo. as e-!,a
t`�'o+wb.YeM°i°aw
3109
tGO.errsi1aaa
Ia
eaa arc
ISONEIRIC
tMx, arts saw
areR
ivar e I e !/e
t,:".rrr M"`r. M -,ox, n•
ge�ae.'r8a..bu b
ae:a. u•
10.rzM errbM C•WNe App0. rat b beuM ab YWrea gips kart Ovh
z eeabra etraewwae ,rme s abr sea u rr oar r abr
a x ..`. tab°pra rareele Arrw s ..ateo aee ra tr I.a b w or
o rlwrp u W eras
i�v'°xeaaw°,a »,
CRY CF
FLARED END
eglIgM
SECTION AND
b b »
TRASH GUARD
' 2 -97
-- 3108
REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATION) OF THIS PRODUCT 15 STRICTLY PROHIBITED WITHOUT
SATHRE- BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMATE USE
®T
Tv tl wrl
b ,x°°°Gla,
8 e� - x. -uo. as e-!,a
W ear
a,wb[ tour sna nKa
3109
n •m•, e• V M S1NaCL
aurae a �
• M M,rA'L raaM
M laa Mm V M ,earl M
areR
M YYM'C. 6 g41[t IxaM r.
ee w
t,:".rrr M"`r. M -,ox, n•
ge�ae.'r8a..bu b
ae:a. u•
er4-s. -cr.:w vam xr
TYPICAL SANITARY
1
i�v'°xeaaw°,a »,
2 -97
`D' 2001
oast- 9e-Cri hl W,
b b »
!.
•area _
1, w�Mrae vr�' abM
x. w
--- a•
t,,
-
wm s �•
cw+u ,�Y w4B[a
welaa bl a »•
aAAET o Kie[p
M aArz w,l An
G,l 0.1K aowta
sotto,
rM0p. ,i: °°°ore, a•
eAK era
� rwa
(e`rry or- UAIL VAL
AND BC
INSTALLAI
0OO 2 -97 ""r 1006
22
lip
- eser :r
tear orW
M Brow a Pe I—A Spa .,%r
roe'-'ab
=isev�= °�a w a lsr
CITY OF PIPE BEDDING
CS== GOOD SOILS
RCP & DIP
2 -97 " 2202
i*�'ir°ea si mvr «rrr
i - DETAIL A -A
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE
r`SS✓�T]f�A_TE O MINNESOTA.
Date: 06 -19 -2013 Lic. No. 26147
I 1
.m rta
J L a,nrNr, uam
KrM
n
• awnaw .a+.., r,ra,rew waa�� °II'LS
CITY CF TYPICAL
munm MEGALUG
LOCATION
10/98 " 1009
1 I
WATU MM UDER STORM gtER
CRY OF I WATER MAIN
STORM SEWER
CROSSING
2 -97 ° 2204
R a R
ro' rr
,u• b ,>s aan
,n-
aa. [aer a cab
am x.at �,✓'
r a
14: t
i 'a,aw°0°'a sy'ra , Ya• -boa xm Lltmza
r Na - xrs,
ca:a.t tae r - ,.our xaw Lwsaom
,rwW a prga. ar. ,am cr,.ua
� GmAr Bv:v (S0. Meb >)
a u' imra, rrru" awl�reea r.w
''J. 2 so.. ra eraro tee.
4 Ttr a� wr'+q Ma ar tr abN W aW �r,a
rmetr �rva � eatra^e°'Nrra a�aa'aa M h Mla:n:ra b rp aw
� W pasu a • aII '+pOelly. tae xlY aanvb b rea+n
pms,'pm •tray aarwr a r b reApe w .ra+.,p•I a xa• tom
swa mexrar Bray. b tr eeMp . re tw raa
CRY OF TYPIC T
0� RESI
STREET T SE(
Mex•0..a91«N tw 2_97 nr` -- ....5200
1 I
Q 0.
CRY CF
M =�
POND OUTLET
CONTROL
STRUCTURE
o'rvn 2 -97
3109
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE
r`SS✓�T]f�A_TE O MINNESOTA.
Date: 06 -19 -2013 Lic. No. 26147
I 1
.m rta
J L a,nrNr, uam
KrM
n
• awnaw .a+.., r,ra,rew waa�� °II'LS
CITY CF TYPICAL
munm MEGALUG
LOCATION
10/98 " 1009
1 I
WATU MM UDER STORM gtER
CRY OF I WATER MAIN
STORM SEWER
CROSSING
2 -97 ° 2204
R a R
ro' rr
,u• b ,>s aan
,n-
aa. [aer a cab
am x.at �,✓'
r a
14: t
i 'a,aw°0°'a sy'ra , Ya• -boa xm Lltmza
r Na - xrs,
ca:a.t tae r - ,.our xaw Lwsaom
,rwW a prga. ar. ,am cr,.ua
� GmAr Bv:v (S0. Meb >)
a u' imra, rrru" awl�reea r.w
''J. 2 so.. ra eraro tee.
4 Ttr a� wr'+q Ma ar tr abN W aW �r,a
rmetr �rva � eatra^e°'Nrra a�aa'aa M h Mla:n:ra b rp aw
� W pasu a • aII '+pOelly. tae xlY aanvb b rea+n
pms,'pm •tray aarwr a r b reApe w .ra+.,p•I a xa• tom
swa mexrar Bray. b tr eeMp . re tw raa
CRY OF TYPIC T
0� RESI
STREET T SE(
Mex•0..a91«N tw 2_97 nr` -- ....5200
1 I
Q 0.
,•lem R !
r» ol,aon w
aurae a �
SANITARY SEWER 5ERVICE CONNECTION DETAIL
saris. b tr uw .
b.e ,s rw.
a.a rw a A:wa Q+v: a.r.W)
a. 0.r leMb leer ler•rte 's Ataaepviee y e Mr Trap b
wSoap treaa, epq a f' yaw erw raW M ara b x e t
.. w Naa rro �•�Rr' I4re0.n meev
a c.w°eO'a ,oa'T:tr a" ^man x ors tm. reb b rla,.
�roab (sew}
CITY OF
TYPICAL SANITARY
1
SEWER SERVICE
2 -97
`D' 2001
I
r1tetxt,,
�.r 9:aar iy
rwx a �J
PLAN
taa,ere aalel
„e.ne
�»� e.sip°ea. cmwr� r erm
'a00"m� F%v. ruse a woeea..
a we
».b
Wepe �a•
SECTION
bM bla�n rpwea'e a mvr�le wa�tee4be. av:w a.a wvapb.
i b r�ia rIi"�'ip w sawl"Iea'Abw W aajrlel Ma
CATCH CITY OF STORM SEWER
��M CAT H BASIN
2 -97 `• 3101
1
w �, "s SUR,P N
SATHRE— BERGQUIST, INC.
CHANHASSEN,
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000
s v a MINNESOTA
c�ERS PAP ?2
a
,•lem R !
aurae a �
.e r.
the er aY ew
r CT. Lmvele 9,metr:axl.
soar set
rru a A.'eta ('sa' C� w,a0
x. Smxr, l.ev 1.rt b A- xmlvir lame w
I,p Saep i� iw T drRa naeRrvrGrroa w�i b x . x
a aerair r.e r:.a ad
a n1bW. we ra. sa. r a w s.m e.
e. w+aa o:aw Naoab B Vwo:w um ,aye b ,s
[oars ao�
Crry Cr-
SANITARY SERVICE
RISER (GREA TER
a• a.ma ratl.ma raaw .pa
x near r tamr r A.
'
THAN 16 DEEP
2 -97
2002
SECTION aasb a oa. ar sw
C�tIT1�Y�C�F CATCH BASIN
MANHOLE
"•t' -n' -n 2 -97 rO' 3102
ito trm rrrww xi,q"°I°.�°
Me.pe�twu
9°mr sa tr s oe.wr.a.
sareo � osxnr b
°.ie .wrwaeiaa a°:.a6°r
E, _r.-- '�•- : —'" =_t � vr.mroew: w amwin a
aeae r rers W l+.n
a• rrGtnm, � � ast b
drra aM , ~'0. "� agile
iv -e-rr eprew v w awasee arrerorr awmb.
. m a y rme M tr Ow: m i:is ea araal
a rr tr � aaeesor
SECTION
1l�
CRY CF STANDARD
muum MANHOLE
r- nJ-aa, -N ata 2 -97 rOi 2101
DETAIL SHEETS
LAKE ST. JOE'S COVE
FILE NO.
87925 -001
9
Morc: 1 vab ap.+
a+.no! -t aato oa
e > «ar
e• tx. m.a ELM
Mrraw tl a :m.aa.e a o-r
a avb.
- �-
a• a.ma ratl.ma raaw .pa
x near r tamr r A.
b• r+po . 9rrai �'
•r.mr r.ea. �
!.
•area _
1, w�Mrae vr�' abM
x. w
--- a•
t,,
-
•R Mbsre etK4 v
xG raww rew
�..
raaup rr nrnm.. a• b ,r
r .raaacesae Mato wiw
cap ealaa a raWa b ,n
SECTION aasb a oa. ar sw
C�tIT1�Y�C�F CATCH BASIN
MANHOLE
"•t' -n' -n 2 -97 rO' 3102
ito trm rrrww xi,q"°I°.�°
Me.pe�twu
9°mr sa tr s oe.wr.a.
sareo � osxnr b
°.ie .wrwaeiaa a°:.a6°r
E, _r.-- '�•- : —'" =_t � vr.mroew: w amwin a
aeae r rers W l+.n
a• rrGtnm, � � ast b
drra aM , ~'0. "� agile
iv -e-rr eprew v w awasee arrerorr awmb.
. m a y rme M tr Ow: m i:is ea araal
a rr tr � aaeesor
SECTION
1l�
CRY CF STANDARD
muum MANHOLE
r- nJ-aa, -N ata 2 -97 rOi 2101
DETAIL SHEETS
LAKE ST. JOE'S COVE
FILE NO.
87925 -001
9