04 Galpin SS 100920LIKE ILUCY
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_ W . W . w . W ✓ � I I I
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,
/�� l v',t. •% LLL --_ .:.-
-
/
-
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990
980
970
960
2+00
W . (PrBserv) W W W W
W JIWL=959.54
990 9-M 990
■
®w � w
❑z w
pw w
980 u p 980
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� w
y
970 - 970
w
w
960 � 960
1+00 0+00 -0+50
INF. BASIN & POND 2 X -SECTION
SECTION B -B
EG
-FG-
Start 1:10
-- --Bench-963.0 --- POND
- -Rip -- ----------
_ P _ _
- - Rap OverFlow
Bottom X58.0 Bottbm - 964.0
L
i
L UUILVI A
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 4+50 4+00 3+00 2+00 1+00 0+00
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
LLQ" LLL
L
AND ALL EXISTING UTILITIES.
DRAWING NAME 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
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
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 ILLEGITIMATE 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 OF MINNESOTA.
SHEETS UTILITIES 03
_MJV 09/0_4/2_0
_MJV 09/16/2_0
_MJV 09/2_3/2_0
_MJV 09/2_9/2_0
_MJ_V 10/0_5/2_0
MJV 10/07/20
-- ---
MJV 10/09/20
_ _ _ _ _ CITYCOMMENTS
_ _ _ _ _ CITYCOMMENTS
_ _ _CITY &_RPBCW_D COMMENTS
_ _ _CITY &_RPBCW_D COMMENTS
_ _ _ _CITY_& MCES_CO_MMENTS
RPBCWD COMMENTS
--------MMENTS --
CITU COMMENTS
DRAWN BY 04
ERJ 05
CHECKED BY 06
RSM 07
DATE 08
CONSTRUCTION NOTES:
07/08/20 09
1. ALL STORM SEWER STRUCTURES ALONG CURB LINE SHALL
43
HAVE APPROPRIATE B618 CURB TRANSITIONS, UNLESS NOTED
CBMH
OTHERWISE.
992.0
2. ALL FES INLET AND OUTLETS SHALL BE MARKED WITH
982.6
WITNESS POSTS TO BE FURNISHED BY THE CITY.
3. ALL JOINTS SHALL BE TIED ON RCP PIPES WITH GRADES
CBMH
GREATER THAN 5%.
990
980
970
-962.0 960
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 950
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 4+50 4+00 3+00 2+00 1+00 0+00
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.
DRAWING NAME 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
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
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 ILLEGITIMATE 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 OF MINNESOTA.
SHEETS UTILITIES 03
_MJV 09/0_4/2_0
_MJV 09/16/2_0
_MJV 09/2_3/2_0
_MJV 09/2_9/2_0
_MJ_V 10/0_5/2_0
MJV 10/07/20
-- ---
MJV 10/09/20
_ _ _ _ _ CITYCOMMENTS
_ _ _ _ _ CITYCOMMENTS
_ _ _CITY &_RPBCW_D COMMENTS
_ _ _CITY &_RPBCW_D COMMENTS
_ _ _ _CITY_& MCES_CO_MMENTS
RPBCWD COMMENTS
--------MMENTS --
CITU COMMENTS
DRAWN BY 04
ERJ 05
CHECKED BY 06
RSM 07
DATE 08
ROBERT S. MOLST P.E.
Date: 07 08 "LO Lic. No. -Ll Lt- 9
07/08/20 09
-950
-0+50
0.
it
I I
I I
TYPICAL EOF DETAIL
CITY PROJECT NO.
2020-12
w� A SATHRE-BERGQUIST, INC.
o y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000 CHANHASSEP
MINNESOTA
OUTLET STRUCTURE TABLE
Structure Name
TYPE
STRUCTURETABLE
DETAIL
1
STRUCTURE NAME
TYPE
DIAMETER
RIM
BUILD
INV
CASTING
NOTES
2
CBMH
48.0"
984.0
19.8'
964.2
R-4342
43
3
CBMH
48.0"
992.0
9.4'
982.6
R-4342
4
CBMH
48.0"
1007.1
8.4'
998.7
R -3067 -VB
4' SUMP
4A
CB
2k3'
1007.2
4.3
1002.9
R -3067-V
5
CBMH
48.0"
1009.9
5.3'
1004.6
R -3067-V
6
CBMH
48.0"
1010.2
5.4'
1004.8
R -3067-V
7
CBMH
48.0"
1009.6
4.6'
1005.0
R -3067-V
8
CBMH
48.0"
1010.8
4.7'
1006.1
R -3067-V
9
CB
27.0"
1010.0
3.5'
1006.5
R-4342
10
CBMH
48.0"
996.1
4.4'
991.7
R-4342
11
CB
27.0"
997.5
4.3'
993.2
R-4342
12
CBMH
48.0"
1014.3
4.9'
1009.4
R -3067-V
13
CB
21'
1014.3
4.3'
1010.0
R -3067-V
13A
CB
27.0"
1014.0
4.0'
1010.0
R-4342
14
CB
2k3'
1009.6
4.3'
1005.3
R -3067-V
19
CBMH
72.0"
981.5
12.4'
969.1
R -3067 -VB
4' SUMP
19A
CB
2k3'
981.5
4.3'
977.2
R -3067-V
20
CBMH
48.0"
951.4
8.2'
973.2
R -3067 -VB
20A
CB
2k3'
981.5
4.3'
977.2
R -3067-V
21
CBMH
48.0"
979.0
4.4'
974.6
R-4342
22
CBMH
48.0"
978.5
3.5'
975.0
R-4342
23
CBMH
48.0"
978.5
3.2'
975.3
R-4342
24
CBMH
48.0'
979.0
3.4'
975.6
R-4342
25
CBMH
48.0'
981.0
4.3'
976.7
R-4342
27
CBMH
48.0"
986.0
4.3'
981.7
R-4342
28
CBMH
48.0"
995.0
4.3'
990.7
R-4342
29
CBMH
48.0"
997.0
4.3'
992.7
R-4342
30
CB
27.0"
1000.0
4.3'
995.7
R-4342
31
CBMH
48.0"
985.2
4.3'
980.9
R -3067-V
32
CBMH
48.0"
988.2
4.6'
983.6
R -3067-V
33
CBMH
48.0"
990.8
4.6'
986.2
R -3067-V
34
CBMH
48.0"
999.3
4.6'
994.7
R -3067-V
35
CBMH
48.0"
999.3
4.3'
995.0
R -3067-V
36
CBMH
48.0"
1006.1
6.6'
999.5
R-4342
37
CB
27.0"
1004.0
4.3'
999.7
R-4342
38
CB
2k3'
988.2
4.3'
983.9
R -3067-V
39
CB
2x3'
990.8
4.3'
986.5
R -3067-V
41
STMH
60.0"
980.1
14.1'
966.0
R-1642
45
CBMH
48.0"
999.2
8.6'
990.6
R-4342
46
CBMH
48.0"
999.7
5.7'
994.0
R-4342
47
CB
27.0"
999.0
4.5'
994.5
R4342
CITY PROJECT NO.
2020-12
w� A SATHRE-BERGQUIST, INC.
o y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000 CHANHASSEP
MINNESOTA
OUTLET STRUCTURE TABLE
Structure Name
TYPE
INV
DETAIL
1
FES
961.5
17
16
OCS
960.50
SEE STRUCTURE DETAIL
42
OCS
967.7
SEE STRUCTURE DETAIL
40
FES
967.50
14
43
FES
970'5
8
44
OCS
970.50
SEE STRUCTURE DETAIL
NOTE:
OUTLET STRUCTURES MUST MEET STANDARD DETAIL #3109 & #3109A.
FES TABLE
Structure Name
TYPE
SIZE (IN.) INV
C.Y. RIP RAP CL. 3
1
FES
30 964.0
17
15
FES
18 959.8
10
18
FES
30 973.0
17
40
FES
27 964.0
14
43
FES
12 967.7
8
NOTE:
TRASH GUARDS REQUIRED ON 24" FES OR GREATER,
AND FES INLET 42 PER STANDARD DETAIL #3108. ')b",O
100 50 I0I 50 100 2100
El El El El
fl_rl_fl H ❑
� � SLE IN FEET
HORIZONTAL SCALE
FILE NO.
STORM SEWER PLAN 3120-079
THE BLUFFS AT LAKE LUCY g
CHAN THREE DEVELOPMENT, INC. 33
1030
1020
1010
1000
990
1030
1020
aj'
CBMHS
BL 1010
a
0+00
CBMH 7 CBMH5TC1010.8TC: 1009.6 TC: 1010.2 TC: 1009.9
C 140,06' BLD 54'
CBMH 7
TC: 1009.6
BLD: 4.6'
B 1
TC: 1009.6
BLD: 4.3'
EG
970
1020
TIE ALL RCP PIPE
JOINTS FROM
CBMH 2 TO CBMH 3'�
z z
- -
z
-
DIA 48 0"
EC,
BLD: 5.3'
" DIA:4
CBMH 4
1020
1010
FG --
1010
1010
FG
SHEETS UTILITIES
1010
DIA.4 . .
TC: 1007.1
1030
_ _ _ _ CITY COMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
1030
��ERs
F�
2020-12
_
.-.. .................
BLD: 8.4'
DRAWN BY
04
-
8"WM...
..
...29.
'-15"RCP
-
EG
'',
_ _
SAT H RE-BERGQUIST INC.
1010
1000
1010
7.9'-15"
CL.5 @::.52%
-
CP
1000
1000
T-1002.4
r8sss.5
4' SUMP
CL
5 @ 1.03%
1000
960
1010
CHANHASSEN,
rn, CL.5 @ 0.22%
Z:zZ
9
CHECKED BY
960
MILA':24
[TMCC�MjOH14123
_
EG
-
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
960-----960
116.7-15"RCP
CLS @ 0.34%
155.9'-15"RCP
36.5'-15"RCP T-1800W2.M7 33.0'-15"RCP
8MH 30@.
_1020
MJV
MJV
z
1000
1020
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
CL.5 @ 0.55%
8"SAN CLS 0.61%
124.9'-15"RCP
2f.6-1 5"RCP
2
1000
16
0 o
- - -
Moo T-997.9 o
CL.5 @ 1.44%
CL.5 @ 0.94 / o
. - __
BLD: 9.4'
Date: 07 08 LO Lic. No. -- L -(Z8
Pd`'
Rs v�
o
��
mm�
vi u>u> o0
09
N----
CBMH2
29.T -15
000
z
FG------ .__
z
zz
iyORt�
000
o00 00 0
���
_
� TC: 984.0
L.5@1"
CL.5 @ 1
950
1000
990
z
zz
zzz >>>
000
o0o
155.215'RC
BLD: 19.8'
\
.n
z > -
1010
990
990
2+00
1+00
>> KEZ _ _ _
_ _ z z
> > >
CL5@9.73%
DIA: 48.0"
--
z �� rn
990
- -
zzz
- - -
TIE ALL RCP PIPE
\
Eo
JOINTS FROM
8+00
7+00 6+00
5+00 4+00
3+00�
CBMH 3 TO CBMH 4
..EG
\
El Fl_Fl Fl -\fl 0 0 0 ElWM
1020
1020 1020
980
020
29.4'-15"RCP
CL.5 @ 9.85%
\
FES-1
30" APRON
980
1030
1020
1010
1000
990
1030
1+00
007.1
_LBD: 8.4'
4
4A
007.2
: 4.3'
9DI2'x3'
0+00
0+50 -0+50 0+00 0+50
CBMH 7
TC: 1009.6
BLD: 4.6'
B 1
TC: 1009.6
BLD: 4.3'
EG
970
DRAWING NAME
TIE ALL RCP PIPE
JOINTS FROM
CBMH 2 TO CBMH 3'�
z z
- -
z
-
'�, \
17 CY CL.3
MCIC5L
970
1020
1010
FG --
1010
1010
FG
SHEETS UTILITIES
1010
DIA: 4 . "
970
1030
_ _ _ _ CITY COMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
1030
��ERs
2020-12
FG
.-.. .................
3120-079
DRAWN BY
04
-
8"WM...
..
...29.
'-15"RCP
-
EG
'',
ro',, r�N 91.6'30"RCP
SAT H RE-BERGQUIST INC.
1010
1000
O5
7.9'-15"
CL.5 @::.52%
-
CP
1000
1000
T-1002.4
r8sss.5
CL
5 @ 1.03%
1000
960
CHANHASSEN,
rn, CL.5 @ 0.22%
Z:zZ
9
CHECKED BY
960
MILA':24
[TMCC�MjOH14123
_
EG
-
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
960-----960
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000
_-_-
---
_1020
MJV
MJV
z
CBMH5
1020
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERT S.MOLST P.E.
74.6'-18"RCP
2f.6-1 5"RCP
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
TC 1009.9
- -
- - -
-
-
CL.5 @ 0.94 / o
. - __
CL.5 @ 0.00
Date: 07 08 LO Lic. No. -- L -(Z8
Pd`'
Rs v�
BLD: 5.3'
mm�
07/08/20
09
N----
10/09/20
29.T -15
000
z
FG------ .__
- DIA:
950
iyORt�
m
rn
L.5@1"
CL.5 @ 1
950
1000
990
- - o
0 0
990
990
.. .. -z
---
.n
z > -
1010
990
2+00
1+00
0+00
-0+50
--
z �� rn
»> z
zzz -
-
980 980
990 980 980 980 980
1+75
1+00
0+00 -0+25
-0+50
0+00
0+50 -0+50 0+00 0+50
TC967.0BLD:
2+00 1+00 0+00 -0+25
DRAWING NAME
NO.
BY
DATE
REVISIONS
MCIC5L
7.5'970
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
soR`m
CITY PROJECT NO.
FILE NO.
SHEETS UTILITIES
03
DIA: 4 . "
970
1030
_ _ _ _ CITY COMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
1030
��ERs
2020-12
FG
STORM SEWER PLAN
3120-079
DRAWN BY
04
-
MJV
--
09/16/20
---
---------------
CITY COMMENTS
-
EG
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
ERJ
O5
MJV
09/23/20
CITY& RPBCWD COMMENTS
INDEMNIFY INC. OF LLRESPONSIBILITY.
N
CHANHASSEN,
THE BLUFFS AT LAKE LUCY
9
CHECKED BY
O6
MILA':24
[TMCC�MjOH14123
_
_ _CIN & RPBCWD COMMENTS
-
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
960-----960
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000
_-_-
---
_1020
MJV
MJV
----------'
CBMH5
1020
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERT S.MOLST P.E.
74.6'-18"RCP
2f.6-1 5"RCP
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
TC 1009.9
- -
- - -
-
-
CL.5 @ 0.94 / o
. - __
CL.5 @ 0.00
Date: 07 08 LO Lic. No. -- L -(Z8
Pd`'
Rs v�
BLD: 5.3'
33
07/08/20
09
N----
10/09/20
29.T -15
CP
FG------ .__
- DIA:
iyORt�
m
rn
L.5@1"
CL.5 @ 1
03%-
950
z z
950
1010
---
,
1010
--
z �� rn
50 25 0 25 50 1100
Eo
B„SAN
CPE
El Fl_Fl Fl -\fl 0 0 0 ElWM
- T1003�_
CL 5 1 93% EG
SLE IN FEET
T-1 07.0 gr. o o 940 940 NOTE:
v v
HORIZONTAL SCALE o
o -0+25 0+00 1+00 1+25 WEIR WALL TO BE POURED IN PLACE
1000 _0 0 0 0 1 000 PER STANDARD DETAIL PLATE W31DRA
V N V
>
Z >>>
000
Z Z Z 555
- - - Z Z Z
N N m 1010
990 990
2+50 2+00 1+00 0+00 -0+25
1010
1000
990
980
970
1010
1000
1000
990
990
980
980
970
970
-0+25 0+00 1+00 2+00 3+00 3+50 960
955
1010
1000
N --E]
❑, -
w
990 E]w w
❑Z w
❑w d
980 I A
0
U
K
970 >
960
955
AND ALL EXISTING UTILITIES.
3+50 3+00
2+00 1+00 0+00 -0+25
DRAWING NAME
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
soR`m
CITY PROJECT NO.
FILE NO.
SHEETS UTILITIES
03
_MJV
09/0_4/2_0
_
_ _ _ _ CITY COMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
��ERs
2020-12
STORM SEWER PLAN
3120-079
DRAWN BY
04
-
MJV
--
09/16/20
---
---------------
CITY COMMENTS
-
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
ERJ
O5
MJV
09/23/20
CITY& RPBCWD COMMENTS
INDEMNIFY INC. OF LLRESPONSIBILITY.
N
CHANHASSEN,
THE BLUFFS AT LAKE LUCY
9
CHECKED BY
O6
MJV
09/29/20
_
_ _CIN & RPBCWD COMMENTS
-
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
o ,,, #
m y
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000
RSM
DATE
07
MJV
MJV
10/05/20
10/07/20
_
_ _ CITY & /CES COMMENTS _ _
RPBCWD COMMENTS
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERT S.MOLST P.E.
s ��
"I'l
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
08
-
- -
- - -
-
- - - - - - - - - - - - - -
-
FROMILLEGITMATEUSE.
Date: 07 08 LO Lic. No. -- L -(Z8
Pd`'
Rs v�
33
07/08/20
09
MJV
10/09/20
CITY COMMENTS
�<re
/ G F Q — — — —--
4
.� � 3 / I
,y. -979 .1 � t 16 082 1 noce a� I I
GF J
\ \m — ------_39 wvseae__ DEL .a°o BF assn reef»
or o
d
/ \���/ aso.z 88 �m �— m �1 N _ `_ 16-084 / / .rF 1 �I BF 70 5
g Wand #1e� VE 36 FB g FB
x NWL-973.0 16-081 '
HW
L-977.0 O
—�r
_'s
i
43�BF
h I �
l WATER80DV
I * ROSSING PER 42 44 a / / (saa.4) I' I 988.6 I I
8 _ <
990. R y \8 F 24
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9 PBCWD
cPl gee � 25 g
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�• / � � � « 9 sse.t talo - � mac" � e
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22 5 � 91 IX I «353.3 I 1011.3
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L_ L_ L_ L L_ L_ « ec ��� L L
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tl
LLLI LI \fit za — g� zs LLL—
y^, ♦ L L L L L
i9® FND1ew797.19 LLL
NDriveway:7.15%3"Bitl6'CIS (2,555 sf) 3 \ vVeLla�d
REMOVAL & RESTORATION FOR NEW DRIVEWAY Qq �' (PrLserv) �' �'
w V= WILL REQUIRE RELOCATION OF MAILBOX, EX. '0 \ 3 (RMC)
W
- &2 ® DRIVEWAY T08E REMOVED AND RESTORED ®<F i-IWL=959.52 R l�
/ +" (RESTORATIO BE REM INCLDDE ARV DAMAGE TO Q
�'i00..¢' a001'0 X`T IRRIGATION AND SHALLBESODDED), IMPACTS TO 609�R
6' TREE AND RESTORATION PLAN FORIMPACTED Cp 8
TREES (1:1 PLANTING OR RECODP COST), DRIVEWAY L— L—
ALIGNMENT E PROPERTY LL BE STAKEDOR TO CONSTRUCTION IEWED IH L-
A Iy TIES. P
1000
1000
1000
1000
102
3+00 4+00
B 19A
6+00 7+00
8+00
9+00 10+00 11+00 12+00
990
TC: 981.5
BLD: 4.3'
MBL124�
-------
990
990
B 20A
TC: 981.5
BMH 20
TC: 981.4
990
101
BLD: 4.3'
BLD: 8.2'
50 25 0 25 50 100
DIA: 2'x3'
EG
i®LEI
t
EXISTING UTILITIES
SHOWN
ARE
FG
APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT
FG
SCALE IN FEET
LOCATION OF ANY
AND ALL
EXISTING
EG
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
980
HORIZONTAL SCALE
ANY AND ALL DAMAGES ARISING
980
980
- - -
980
100
8
0'-15"RCP8.
BY
DATE
REVISIONS
'-15"RCP
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
soR`m
CITY PROJECT NO.
CL.
@1.25%
FILE NO.
SHEETS UTILITIES
CL.
@1.26% -_
_
_____
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
970
N
970
970
N
o 0 0
very
0
970
99
CITY COMMENTS
—
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
�mmmm
ERJ
O5
MJV
z—
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CITY& RPBCWD COMMENTS
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
Zzzzz
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CHANHASSEN,
THE BLUFFS AT LAKE LUCY
CHECKED BY
O6
MJV
09/29/20
_
_ _CITY &RPBCWD COMMENTS
—
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
960
ZZZ
= -=
960
960
960
98
10/05/20
10/07/20
�.,
_ _ CITY & MCES COMMENTS _ _ —
RPBCWD COMMENTS
0+50 0+00
-0+50
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MINNESOTA
CHAN THREE DEVELOPMENT, INC.
N
08
950
950
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07/08/20
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MJV
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CITU COMMENTS
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8+00
9+00 10+00 11+00 12+00
50 25 0 25 50 100
i®LEI
t
EXISTING UTILITIES
SHOWN
ARE
SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT
SCALE IN FEET
LOCATION OF ANY
AND ALL
EXISTING
UTILITIES
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
HORIZONTAL SCALE
ANY AND ALL DAMAGES ARISING
OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES.
-R I'
DRAWING NAME
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
soR`m
CITY PROJECT NO.
FILE NO.
SHEETS UTILITIES
_03
_MJV
09/0_4/2_0
_
_ _ _ _ CITYCOMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1
ERs
2020-12
STORM SEWER PLAN
3120-079
DRAWN BY
04
MJV
09/16/20
CITY COMMENTS
—
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
ERJ
O5
MJV
09/23/20
CITY& RPBCWD COMMENTS
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
N
CHANHASSEN,
THE BLUFFS AT LAKE LUCY
CHECKED BY
O6
MJV
09/29/20
_
_ _CITY &RPBCWD COMMENTS
—
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
RSM
DATE
07
MJV
MJV
10/05/20
10/07/20
_
_ _ CITY & MCES COMMENTS _ _ —
RPBCWD COMMENTS
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERT S.MOLST P.E.
�.yF
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
08
FROM ILLEGITMATEUSE.
Dale: 07 O8 �LO Lic. No.
Pd`'
33
07/08/20
09
MJV
10/0920
CITU COMMENTS
/ ^ L (x3 bM)
L�. -979.1
/ Pond
NWL-9
HL
43
ODE 42
ROBBING ROBBING PER
PBCWD
P .p
16-079 41 kyr
I CPI 9B0¢ O ReCRO �\'
553
� s
� 9p
rNv:sa.c � �� 16-060
/9®�NFND IP:797.iS New Driveway 7.15%3"Bitl6•CI5(2,555 sf)
REMOVAL& RESTORATION FOR NEW DRIVEWAV`j4gO
8.2
w y.
WILL REQUIRE RE LOCATION OF MAILBOX,EX.
® DRIVEWAY T08E REMOVED ANO REST ORED ®�F
�' / muw:s �• (RESTORATIONSHALLINCLUDEANV DAMAGETO Q
IRRIGATION AND SHALL BE SODDED) IMPACTS TO sOy O'
A
1
,
RON
IN- -I
I
I�
i
-ft_
�-
i via
I�
r � �
1020
1010
1000
990
980
970
960
1020
1010 1010 1010
EG
1000 1 CBMH 33 B 39
990
980
970
960
1000
Po
6' TREEAND RESTORATION PLAN FOR IMPACTED Cp
TR 1.1 PLANTING OR RECST.EDOUPA. COST), DRIVEWAY
AALIE N TEES RTY ALL
RIOR TO CONSITROCT OINH
\\�
---
8
1000
8+00
8+50 V0+50
0+00 -0+50 V
BLD -940
BLD: 4.3'
1020 - 1020
1020
1010
1000
990
980
970
960
1020
1010 1010 1010
EG
1000 1 CBMH 33 B 39
990
980
970
960
1000
--------
TC: 990.8
TC: 990.8
---
2+00 3+00 4+00
1000
8+00
8+50 V0+50
0+00 -0+50 V
BLD -940
BLD: 4.3'
11_____________-.
DIA: 2'
o
U
FIG
990
990
H
B_
29.3'-1 5"RCP
- --- - ------------
L.5 @ 1.03
8•'WM
V, W
J
8"SAN
T-983.6
0
980
N N p
N ❑
666
50 25 0 25 50 100
❑Li W
ZZZ
m m m m i
❑ z >
970
n n
970
W
®� w
SCALE IN FEET
a o
U
w o.
o
�
DRAWING NAME
NO.
BY
DATE
a
9601
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
960
soR`m
-0+50
0+00
1+00
2+00 3+00 4+00
5+00 6+00 7+00
8+00
8+50 V0+50
0+00 -0+50 V
-0+50 0+00 1+00
y
o
U
H
B_
V, W
J
50 25 0 25 50 100
m m m m i
SCALE IN FEET
HORIZONTALSCALE
'1'O RTN
DRAWING NAME
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
soR`m
CITY PROJECT NO.
FILE NO.
SHEETS UTILITIES
_03
_MJ_V
09/0_4/2_0
_
_ _ _ _ CITYCOMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
ERs
2020-12
STORM SEWER PLAN
3120-079
DRAWN BY
04
—
MJV
--
09/16/20
---
---------------
CITY COMMENTS
—
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
EKE
05
MJV
09/23/20
CITY& RPBCWD COMMENTS
INDEMNIFYSATHRE-BERGQUISE INC. OFALL RESPONSIBILITY.
N
CHANHASSEN,
THE BLUFFS AT LAKE LUCY
11
CHECKED BY
O6
MJV
09/29/20
_
_ _CIN & RPBCWD COMMENTS
—
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
o ,,, #
m y
150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000
RSM
DATE
07
MJV
MJV
10/05/20
10/07/20
_
_ _ CITY & MCES COMMENTS _ _
RPBCWD COMMENTS
—
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERTS.MOLST P.E.
s ��
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
08
—
— — — — — —
—
FROM ILLEGITMATEUSE.
Dale: 07 O8 7LO Lic. No. H— 4Z8
Rs v�
33
07/OBY20
09
MJV
10/0920
CITU COMMENTS
G ��re a 9e+6
/ F O mo5d= --
I � 4 3 I m999.an «m„�»
(x3' bM) V� � ,6-083 - 3 / I
,y. -s7s 1 \ t 16 082 1 Woos fi, I I
L- X
GF J
/'®�" rvv�53o.2 - - - - - - - - �
- _ 39 wvsaee
g
Pond #,FB
x NWL-973.0 16-081 16-087
41 ) HWL-977.0wv. --wv9aex 32 33 -aae.e I �_
40 �� < m
/ wv= 18
I I/ 967.7 A �� ❑ !� .w` r'o GF � � _ a.o �� I3 _ -• I � _ _ g - - - - L i �
9
0
i0 WO I 5.3 � I v,aoa \
a2--
085
$ \ 18 ) I «sas.,
f WATERBODV " to / @� / O 1 0 eF a1 I 1 ,
ROBBING PER
a PBCWD 9�0
,s-o7s qF i/ L 02. r RQ tion to 40 ft 1 890 S
�) L
� 2a -°�--.._ems-l: � � «ae>, - 8.� � BFss4s oe.e ��°- -,o, � �✓�
cccc 10 I- �
I CPI 980 wee, B SOS. 20 21 \ dd 25
❑_« ear 7
yI
.1 oc L
40
L- w ,I. w L- 7L c�"„ 3
mvsae � �
L- w L- L- L L- \L 2a - �._- 2s L L
L- L- L- L L- L- L I L L L
i9® FND1797.18 New Driveway:7.15%3"Bitl6'CIS(2,555 s1) y^, 3 \ v,'etlafid 1
REMOVAL & RESTORATION FOR NEW DRIVEWAY Qq �' (Prbser* I �' �' �' �' � � L L D �
ao V=
WILL REQUIRE AYTOBRELOCATION OF MAILBOX, EX. .Q \ 3 (RP C) W
-
1
2 ® DRIVEWAY T08E REMOVEDANO RESTORED ®<- L rlVVL-,959.52 R C
e" (RESTORATIONSHALL INCLUDE AN V DAMAGE TO Q
a001'0 X`T
IRRIGATION AND SHALL BE SODDED),IMPACTS TO sQ9QR
6' TREEAND RESTORATION PLAN FOR IMPACTED Cp 8
TREES (1:1 PLANTING OR RECOUP COST), DRIVEWAY L- L-
ALIE PROPERTY GNI LL BE ST OR TO CONSIEWED TRUCT OINH L-
A )ATIES. �� P
OUTLET STRUCTURE - WETLAND 2
TOP BACK 9]4.35
0.]5'HWL-9]3.6
050,
80TTOM966.5
NW 969.9
18' RCP
ouTLET
2' -RCP
INLFf
8.50'
990 990 990 990
0DIA:60.0"
_.._..- OCS 42 -_____ - ______- HBL.:
:0 FG'TC: 973.6
12" APRON W/ BLD: TV
8"WM
980 TRASH GUARD 980 980 ..._. 980
E --
E T 978.4
------ 8 C CL.3 --- - \ 27"' APRON
RIP -RAP - -- 14CY CL.3
-- - - - - nn ------------ --------�-- - - ----- --- ...... FG
970 V _ BOTa9 _, INSULATE 970 970 970
13.0'-12"RCP 1 .5'-27"RCP
_._CLS-@0.00°fo----- -- .._.._.. - C .4@6.90% .... 23.9'-18"RCP
CL510.44%
40.4'-,8"RCP oN o @-
212.2 27"RCP o ' o
o CL.5@1.24% �
o rn�
G� ,n CLA @ 0.94%
m
960 S S _ _ _ _ _ _ - 960 960 ° ° > s 960
`D rn z_z_z zz_
rn
w
z >» WATER13ODY CROSSING z m
------------ N W N r
zzz PER RPBCWD -
',
950 950 950 950
4+00 3+00 2+00 1+00 0+00 -0+50 -0+50 0+00 0+50
OUTLET STRUCTURE - POND 1
TOP BACK 977.75
TOP FRONT 0.75-
97 .0
.]5'9]].0
j� TOP WEIR -974.5
NWL-973.0
U
N
NOTE
U
WEIR WALL TO
BE POURED IN PLACE
PER STANDARD
DETAIL PLATE #3109Aaf
o_
50 25 0I 2II5 5I0 1100
® ® `0 rl_�l ® ® ® ®
��
SLE IN FEET
T
HORIZONTAL SCALE
'1'O RTN
DRAWING NAME
NO.
BY
DATE
REVISIONS
USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
SOR`m
CITY PROJECT NO.
FILE NO.
SHEETS UTILITIES
03
_MJV
09/0_4/2_0
_
_ _ _ _ CITY COMMENTS
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
��ERs
2020-12
STORM SEWER PLAN
3120-079
DRAWN BY
04
MJV
09/16/20
CITY COMMENTS
-
SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
o
w
SAT H RE-BERGQUIST INC.
EKE
05
MJV
09/23/20
CITY& RPBCWD COMMENTS__
INDEMNIFY INC. OF LLRESPONSIBILITY.
N
CHANHASSEN,
THE BLUFFS AT LAKE LUCY
12
CHECKED BY
O6
MJV
09/29/20
_
_ _CIN &RPBCWD COMMENTS
-
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
S ,^ ���
iv/
o ,,, #
m y
150 SOUTH BROADWAY WAYZATA,MN. 55391 (952)476-6000
RSM
DATE
07
MJV
MJV
10/05/20
10/07/20
_
_ _ CITY & MCES COMMENTS _ _
RPBCWD COMMENTS
-
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
ROBERTS.MOLST P.E.
MINNESOTA
CHAN THREE DEVELOPMENT, INC.
08
FROM ILLEGITMATEUSE.
Dale: 07 O8 "7_0 Lic. No.
33
07/08/20
09
MJV
10/0920
CITU COMMENTS