MISKE7_21_51801A
1801B
2000C-2
63
62
61
1802
1801
1803
2801 2800
1800
1801A
1801B
EX. 1801
2000C-2 2+003+00
4+00
5+00
6+007+008+00948.2946.2
944.1
942.
0
939.9937.9935.8947.2945.1
943.1
941.0938.9936.8FILLMOREDRIVEEOF
929
.
0
EO
F
93
6
.
5EOF938.6#324
#325
#326
#459
#460
#461
#410
#409
#408
#407
#406
#405
#404
#315
#316
#317
#318
OUT BOTHWL
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
STORM 1801B - 1801-24
910
920
930
940
950
960
910
920
930
940
950
960
STORM 1601 - 1604
910
920
930
940
950
910
920
930
940
950
STORM 1605 - 1604-26
910
920
930
940
950
910
920
930
940
950
33 LF - 12"
RCP @ 2.00%CB 1801B (24"X36")RE=943.58BLD=6.6'IE=937.03 SECBMH 1801A (48")RE=943.75BLD=7.5'IE=936.36 NWIE=936.36 SW161 LF - 15"
RCP @ 2.16%
8 LF - 15"
RCP @ 2.20%CBMH EX. 1801 (48")RE=940.21BLD=7.5'IE=932.70 NE (VERIFY)91 LF - 15"
RCP @ 0.50%CBMH 1603 (48")RE=927.74BLD=4.5'IE=923.26 SIE=923.26 N84 LF - 12"
RCP @ 0.52%CB 1604 (24"X36")RE=927.73BLD=4.0'IE=923.70 N47 LF - 18"
RCP @ 0.89%CB 1605 (24"X36")RE=926.90BLD=4.0'IE=922.90 ECBMH 1602 (48")RE=926.91BLD=4.1'IE=922.80 SIE=922.78 WIE=922.80 N31 LF - 15"
RCP @ 0.40%FES 1600FLEXAMAT OR APPROVED EQUALIE=920.0 SE (24" )CBMH 1602 (48")RE=926.91BLD=4.1'IE=922.80 SIE=922.78 WIE=922.80 N8" SAN XING
IE=916.0
8" WM XING
APPRX.
8" SAN XING
IE=932.1
8" WM XING
STORM 1601 - 1606
910
920
930
940
950
910
920
930
940
950
Structure Table
STR. #
1601
1602
1603
1604
1605
1607
1801A
1801B
TYPE
CBMH
CBMH
CBMH
CB
CB
CB
CBMH
CB
CASTING
CONNECT TO EXISTING 15" STORM SEWER STUB
ELEV=932.88
(FIELD VERIFY)
R-3067-V
R-3067-VBI
R-3067-V
R-3067-V
R-3067-VBI
R-4342
R-3067-V
R-3067-V
CBMH 1601 (60")W/ SAFL BAFFLERE=927.3BLD=9.5'IE=917.71 (3.5' SUMP)IE=922.38 SIE=921.21 EIE=921.21 NWCB 1607 (48")RE=925.85BLD=3.1'IE=922.74 W219 LF - 18"
RCP @ 0.70%
121 LF - 24"
RCP @ 1.00%CBMH 1601 (60")W/ SAFL BAFFLERE=927.3BLD=9.5'IE=917.71 (3.5' SUMP)IE=922.38 SIE=921.21 EIE=921.21 NW12" WM XING
APPRX.943.75935.907.9'935.90943.49936.726.8'2.34%940.12932.387.7'2.08%927.079.2'920.08921.11921.11921.110.87%926.613.8'922.86922.86922.863.50%927.103.9'923.20923.200.37%927.563.8'923.760.67%926.613.8'922.86922.86922.86926.743.7'923.040.55%927.07921.119.2'921.11921.11925.29923.172.8'0.95%
35
161
119
50 91 83
33
216
932.55 917.921604
1603
1602
1605
66
1604
1603
1602
1601
1607
1600
927.5
1
LP
0+00
1+
0
0
2
+
0
0
927.9
92
9
.
3
928.
3
9
3
0
.
8927.32LP927.32LP8+009+0010+0011+0012+0013+00928.5928.0927.5927.7930.5934.8928.2927.8927.3928.8932.4937.4IVANHOE DRIVE1
8
8
T
H IVANHOEDRIVEA
V
E
EOF
927.
9
E
O
F
92
7
.
9
#254
#256
#257
#258
#255
#302
#303
#304
#305
SCALE IN FEET
0 10050
NORTH
Sep 27, 2021 - 12:49pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C7-STORM.dwg
C7.02
STORM SEWER
PLAN (1800) &
(1600)
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.
LOWER AND INSULATE
WATER SERVICE
LOWER AND INSULATE
WATER SERVICE
REMOVE EXISTING CBMH
REMOVE & SALVAGE
EXISTING 18" PIPE.
INSTALL 24" RCP @ 1.00%
REMOVE & SALVAGE 18"
FES, ADD ADDITIONAL
FLEXAMAT AS REQUIRED
TO ACCOMODATE 24" FES
VERIFY RIM ELEVATION
AND ADJUST AS NECESSARY
INSTALL CASTING
REMOVE & SALVAGE
EXISTING 18" STORM SEWER & FES
REPLACE WITH 24"
STORM SEWER AND 24" FES
REMOVE AND REPLACE
TEMPORARY HDPE PIPE
WITH RCP OF EQUIVALENT
SIZE
INSULATE
INSULATE
GRADE TO DRAIN TO CB 1607
AS NECESSARY
A
A
AA
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