Miske_6_6257+
0
0
258+00
259+00 260+00
261
+
0
0
26
2
+
0
0
2
6
3
+
0
0
264
+
0
0
265+00
266+00 267+00
268
+
0
08+38.057+008+00???935.8936.8187TH93
1
.
3
6
LP
944.0
941.5
939.0 936.5
934.
0
93
1
.
7
93
1
.
7
933
.
2
934.7
936.2 937.7
939.
2
942.7
940.2
937.7
935.2
932
.
7
93
1
.
4
93
2
.
5
934.
0
935.5 937.0
938.5
94
0
.
0FILLMORETW
I
N
LAKE
S
PARKWAY
TWIN
LAKES
PARKWAY
EOF931.6EOF931.6EOF
929.
0
EO
F
93
6
.
5
#410
#409
#408
#376
#411
#412 #413 #414 #415
#416
#417
#444
#442
#504
#505
#506
#507
1
21 3
4
1 2
3
11
11+0012+0012+18.14???935.9935.2935.4EX. FE
S
1
9
0
0
IE=925
.
1
9
EX. FE
S
1
9
0
1
IE=922
.
0
6
2003
2004
2002
2001
2000
44
45
50
54
46
49
48
47
OUT
OUT
BOT BOTHWL
HWL
OUTBOTHWLINFILT
R
A
T
I
O
N
BASIN
1
1
BTM:
9
2
5
.
0
(
8
,
5
0
0
S
F
)
OUT:
926.0HWL:
927.9EOF:
928.4
INFILT
R
A
T
I
O
N
BASIN
1
0
BTM:
9
2
6
.
5
(
5
,
3
0
0
S
F
)
OUT:
927.0HWL:
928.8EOF:
929.0
2000B-2
2000B
2000C-2
2000C
2000D-2
2000D
2000A
2000A-2
2003A
CBMH
2
0
0
3
A
RE=93
4
.
8
2
IE=935
.
1
5
34 LF -
1
2
"
PVC @
2
.
3
5
%
STORM 2000 - 2004
910
920
930
940
950
960
910
920
930
940
950
960
STORM 2003 - 2001
910
920
930
940
950
960
910
920
930
940
950
960
8 LF - 24"
RCP @ 0.50%CBMH 2001 (60")W/ SAFL BAFFLERE=932.2BLD=9.4'IE=922.75 (3.5' SUMP)IE=927.14 EIE=926.25 NWIE=926.28 SCBMH 2001 (60")W/ SAFL BAFFLERE=932.2BLD=9.4'IE=922.75 (3.5' SUMP)IE=927.14 EIE=926.25 NWIE=926.28 SCB 2004 (24"X36")RE=935.55BLD=4.0'IE=931.55 S31 LF - 15"
RCP @ 0.50%CBMH 2003 (48")RE=935.55BLD=4.2'IE=931.39 NIE=931.39 W104 LF - 15"
RCP @ 1.34%CBMH 2002 (48")RE=934.06BLD=4.1'IE=930.00 EIE=930.00 WFES 2000
FLEXAMAT OR APPROVED EQUAL
IE=926.0 N (24" )
8" SAN XING
IE=921.5
8" SAN XING
IE=921.4
8" SAN XING
IE=920.0
Structure Table
STR. #
2000
2001
2002
2003
2004
TYPE
FES
CBMH
CBMH
CBMH
CB
DIA.
27"Ø
60"Ø
48"Ø
48"Ø
RIM
932.2
934.1
935.6
935.5
BLD
9.4
4.1
4.2
4.0
IE
926.3
930.0
931.4
931.6
CASTING
2' X 3'
926.0
R-3067-V
R-3067-V
R-3067-V
R-3067-V
8 X 8
129 LF - 15"
RCP @ 2.21%42 LF - 27"
RCP @ 0.70%
INSTALL 8' STUB & PLUG
8" WM XING
SCALE IN FEET
0 10050
NORTH
Aug 31, 2020 - 3:46pm - User:Csyverson L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 6th Addition Record Plans\20460.07 - RP - C7-STORM.dwg
C7.01
STORM SEWER
PLAN & PROFILE
2000
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Initial Issue:
Phase:
Client
PAXMAR, LLC.
2850 CUTTERS GROVE AVE
SUITE 207
ANOKA, MN 55303
MISKE
MEADOWS
SIXTH ADDITION
ELK RIVER, MN
ETL CJS
ETL
RECORD PLANS
##/##/2020
20460.07
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek's,
Minnetonka, MN office.
Registration No.Date:##/##/202050475
Eric T. Luth
##/##/2020 RECORD PLANS
THESE RECORD PLANS HAVE BEEN PREPARED, IN PART, BASED ON INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS
OF THE INFORMATION PROVIDED AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE RECORD PLANS AS A RESULT.
SAMBATEK, INC.
08/25/2020
C.W. HOULE
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
RECORD PLAN NOTES
RECORD PLAN
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
D
S S
FUTURE
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'935.35931.57935.43931.23931.23933.41929.68929.68931.64922.67926.76926.03926.03925.92
0.26%
2.26%
1.49%
1.10%