MISKE7_21_62301
2303
2302
2300
68
672200
2201
2202
2203
2303
2202
2201
2203
2200
256+00
257+
0
0
951.47
HP
2
+
0
0
3
+
0
0
4
+
0
0
5+006+007+009
3
2
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9
9
3
9
.
0
9
4
5
.
5
950.1951.4949.8
9
3
5
.
7
9
4
2
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2
94
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94
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.
7
928.96
HP
927.70LP3+004+005+006+007+008+00929.5927.8928.0928.5929.0928.5930.5928.5927.8928.2928.8928.8IVANHOE DRIVE946.5
944.0
945.2
A
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IVANHOESTREETEO
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928
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928
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5
#468
#469
#474
#475
#476
#477
#275
#466
#467
#465
#464
#296
#297
#298
#299
#259
#260
#261
#262
#263
#264
#265
#266
#267
#268
#269
#270
#271
#272
#273
#274
#300
#263A
INFILT
R
A
T
I
O
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BASIN
9BTM:9
2
2
(
2
0
,
8
0
0
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)
OUT: 9
2
4
.
0
HWL:
9
2
5
.
4
EOF: 9
2
8
.
5
OUTBOT
HWL
//////
/
/
/
/
/
/
/
/
2201
//////RECORD PLAN NOTE:
STMH 2201 WAS INSTALLED
AT SHOWN LOCATION
22012201
D
STORM 2303 - 2300
910
920
930
940
950
960
910
920
930
940
950
960
STORM 2200 - 2203
910
920
930
940
950
910
920
930
940
950
CB 2303 (24"X36")RE=938.54BLD=3.9'IE=934.68 SW31 LF - 18"
RCP @ 0.51%CBMH 2302 (48")RE=938.54BLD=4.0'IE=934.52 NEIE=934.52 SE79 LF - 18"
RCP @ 0.50%CBMH 2301 (48")W/ SAFL BAFFLERE=943.7BLD=12.7'IE=931.03 (3.5' SUMP)IE=934.13 NWIE=934.13 SW172 LF - 18"
RCP @ 5.89%FES 2300FLEXAMAT OR APPROVED EQUALIE=924.0 NE (18" )FES 2200FLEXAMAT OR APPROVED EQUALIE=913.0 E (24" )176 LF - 24"
RCP @ 5.10%STMH 2201 (60")RE=927.91BLD=5.9'IE=921.99 W25 LF - 24"
RCP @ 0.50%STMH 2202 (60")RE=928.03BLD=6.0'IE=922.12 E177 LF - 24"
RCP @ 1.06%
2200
2201
2202
2203
2300
2301
2302
2303
FES
STMH
STMH
FES
FES
CBMH
CBMH
CB
Structure Table
STR. #TYPE CASTING
8" SAN XING
IE=927.7
8" WM XING
R-3067-V
FLEXMAT
R-3067-V
R-3067-V
R-1642
R-1642
FLEXMAT
FLEXMAT938.34934.683.7'938.41934.394.1'934.390.88%938.4113.3'933.85933.850.67%923.895.79%912.98923.88928.64919.449.2'927.90922.255.7'5.30%0.93%
5.09%
33 81
172
127
53 176
SCALE IN FEET
0 10050
NORTH
Sep 27, 2021 - 12:46pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg
C7.03
STORM SEWER
PLAN (2300)
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.LOWE
R
A
N
D I
NS
UL
A
TE
WATE
R S
E
R
VI
C
E
FES 2203
IE=924.00 W
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