MISKE7_21_42003
2004
2002
2001
2000
2000D
2000E
2000C-2
2000C
2000B
2000B-2
2000A-2
2000A
61
2000C3
2801
2800
1800
1900
1901
2000C-2
2000C3
2000B-2
2000A-2
255+
0
0
256+0
0
257+
0
0
258+00
259+00 260+00
261+
0
0
26
2
+
0
0
26
3
+
0
0
264
+
0
0
265+00
266+006+007+008
+
00
9+00949.894
7
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94
8
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7
947
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HP
9
3
1
.
3
6
LP948.1 946.5
944.0
941.5
939.0 936.49
933.9
9
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7
9
3
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7
933
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2
934.7
936.2
947.7
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942.7
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932
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7
9
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1
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4
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2
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5
934.
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935.5 937.0FILLMOREDRIVE188THAVENWGRANTCOURTTW
I
N
LAKE
S
PARKWAY
TWIN
LAKES
PARKWAY
PARKW
A
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931.6EOF931.6EOF
929.
0
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F
93
6
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5
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#410
#409
#408
#407
#411
#412 #413 #414
#442
#499
#465
#464
#296
#297
#504
#505
#506
1
12+0012+18.14???935.2935.4EX. FE
S
1
9
0
0
IE=925
.
1
9
EX. FE
S
1
9
0
1
IE=922
.
0
6
OUTL
O
T
C
OUT
OUT
BOT BOTHWL
HWL
INFILT
R
A
T
I
O
N
BASIN
1
1
BTM:
9
2
5
.
0
(
8
,
5
0
0
S
F
)
INFILT
R
A
T
I
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BASIN
1
0
BTM:
9
2
6
.
5
(
5
,
3
0
0
S
F
)
OUT:
927.0HWL:
928.8EOF:
929.0
1
1
STORM 2000E - 2100
910
920
930
940
950
960
910
920
930
940
950
960 STORM 2000A - 2000A2-21
910
920
930
940
950
910
920
930
940
950
STORM FES 2000C-3 TO 2000C
915
920
930
940
950
960
915
920
930
940
950
960STORM 2000B2 - 2000B-22
910
920
930
940
950
910
920
930
940
950
175 LF - 15"
RCP @ 2.80%CBMH 2000D (48")RE=941.78BLD=4.6'IE=937.67 NWIE=937.18 NECBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E122 LF - 15"
RCP @ 2.21%CBMH 2000B (48")RE=934.01BLD=4.5'IE=929.69 NIE=929.50 WIE=929.53 E159 LF - 18"
RCP @ 1.65%CBMH 2000A (60")RE=931.06BLD=4.3'IE=926.90 WIE=926.80 NEIE=926.76 SE94 LF - 24"
RCP @ 0.50%CB 2000E (24"X36")RE=941.88BLD=4.0'IE=937.90 SECBMH 2001 (60")RE=932.17BLD=9.4'IE=927.14 EIE=926.25 NWIE=926.28 SCBMH 2000A (60")RE=931.06BLD=4.3'IE=926.90 WIE=926.80 NEIE=926.76 SE31 LF - 15"
RCP @ 0.96%CB 2000A-2 (24"X36")RE=931.05BLD=4.0'IE=927.10 SWCBMH 2000B (48")RE=934.01BLD=4.5'IE=929.69 NIE=929.50 WIE=929.53 ECB 2000B-2 (24"X36")RE=933.94BLD=4.0'IE=929.97 S31 LF - 15"
RCP @ 0.90%CBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E31 LF - 15"
RCP @ 1.01%CBMH 2000C-2 (48")RE=937.24BLD=4.7'IE=932.51 NWIE=932.51 SCONNECT TO EXISTING
24" STORM SEWER STUB
IE=926.07
(FIELD VERIFY)
8" SAN XING
IE=920.0
8" SAN XING
IE=919.2
8" WM XING
8" SAN XING
IE=918.5
8" WM XING
2000A
2000A-2
2000B
2000B-2
2000C
2000C-2
2000D
2000E
CBMH
CB
CBMH
CB
CBMH
CBMH
CBMH
CB
Structure Table
STR. #TYPE CASTING
8" SAN XING
IE=917.6
8" WM XING
R-3067-VBI
R-3067-VBI
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
33 LF - 15"
RCP @ 1.00%
38 LF - 15"
RCP @ 0.50%
FES 2000C3
15" IE=932.70
8" WM XING
CBMH 2000C (48")RE=937.22BLD=5.0'IE=932.20 NIE=932.30 SWIE=932.20 E941.76937.614.2'941.73936.93936.934.8'2.06%937.07931.765.3'931.76931.762.95%931.94926.648.8'925.89925.94930.85926.604.3'926.60926.60933.90929.304.6'929.30929.301.70%
2.02%
0.64%930.95926.884.1'930.85926.604.3'926.60926.600.85%
2.24%933.90929.304.6'929.30929.30933.94930.043.9'937.07931.765.3'931.76931.76937.02932.274.8'932.271.55%
0.73%
932.56
121
160
95
33
175
33
33
40 33
925.99
SCALE IN FEET
0 10050
NORTH
Sep 27, 2021 - 12:50pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg
C7.01
STORM SEWER
PLAN (2000)
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'
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR
AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION
CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES,
WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE
LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
NOTE: CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE
MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE.
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
SEVENTH
ADDITION
ELK RIVER, MN
ETL CJS
ETL
CONSTRUCTION
04/26/2021
A
20460.70
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:04/26/202150475
Eric T. Luth
A 05/17/21 JB REVISE STORM
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.
09/27/21
C.W. HOULE INC.
C.W. HOULE INC.
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
GRADING CONTRACTOR:
RECORD PLAN NOTES