Miske8_9253+
0
0 254+00255+00930
.
1
3
LP
1
3
+
9
6
.
0
6
7
+
0
0
8+
0
0
9
+
0
0
10+0011+
0
0
12
+
0
0
13+0
0
931.0
9
4
9
.
8
94
7
.
9
9
4
5
.
7
941.093
6
.
1
93
1
.
8
930.
1
94
8
.
7
94
7
.
2
94
3
.5938.6
9
3
3
.
7
930
.
6
93
0
.
3
948.09
HP
944.7 946.7948.1946.5945.7 947.7947.6NW
LAKES PARKWAY
#497
#498
#499
#500
#466
#501
#502
#503
#505
#506
#507
#508
#509
#510
#511
#512188THAVENW INFILTRATION
BASIN 11
BTM:925.0 (8,500 SF)
OUT:926.0
HWL:927.9
EOF:928.4
INFILTRATION
BASIN 15
BTM: 925.0 (16,000 SF)
HWL: 928.3
EOF:930.5
INFILTRATION
BASIN 16
BTM: 925 (1,000 SF)
OUT:927.0
HWL:928.6
EOF:930.5
BOT
HWL OUTBOT
HWL
FES 4301
FES 4300
FES 4202
STMH 4201
FES 4200
FES 4100
CBMH 4101
CB 4102
OUTLOT D
OUTLOT E15
16
9
10
11
12
13
14
1
2
3
4
5
6
7
8
BLOCK 5
900
910
920
930
940
950
960
900
910
920
930
940
950
960
PROPOSED
GRADE
75 LF - 15"
RCP @ 0.00% FES 4202IE=925.0 E (15" )60 LF - 15"
RCP @ 0.00%STMH 4201 (48")RE=930.66BLD=5.7'IE=925.00 WIE=925.00 E FES 4200IE=925.0 W (15" )931.075.6925.45925.45925.60925.4171
0.21
53
0.08
890
900
910
920
930
940
950
960
890
900
910
920
930
940
950
960
8" WM XING
8" SAN XING
IE=919.3
PROPOSED
GRADE
INSULATE
W/ 3" MIN.
FOAMBOARD FES 4100FLEXAMAT OR APPROVED EQUALIE=925.0 E (18" )56 LF - 18"
RCP @ 1.00%CBMH 4101 (48")W/ SAFL BAFFLERE=929.88BLD=7.8'IE=922.08 (3.5' SUMP)IE=925.58 NEIE=925.58 W32 LF - 15"
RCP @ 1.00%CB 4102 (24"X36")RE=929.90BLD=4.0'IE=925.90 SW924.96929.557.8925.40925.40921.80929.503.7925.820.86
51
1.27
33
900
910
920
930
940
950
960
900
910
920
930
940
950
960
8" WM XING
8" SAN XING
IE=919.0
PROPOSED
GRADE
INSULATE
W/ 3" MIN.
FOAMBOARD 211 LF - 15"
RCP @ 2.84% FES 4301IE=927.0 NE (15" ) FES 4300FLEXAMAT OR APPROVED EQUALIE=921.0 SW (15" )926.85921.172.80
203
Dec 18, 2023 - 9:42am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C7-RP-STORM.dwg
C7.03
STORM SEWER
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Initial Issue:
Phase:
Client
LGI HOMES-
Minnesota, LLC
2850 CUTTERS GROVE AVENUE
SUITE 207
ANOKA, MN 55303
MISKE
MEADOWS
EIGHTH
ADDITION
ELK RIVER, MN
JEB TPK/CE/JLB
ETL
CONSTRUCTION
06/30/2022
20460.80
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:06/30/202250475
Eric T. Luth
06/30/2022 CONSTRUCTION DOCUMENTS
6/08/2023 RECORD PLANS
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
D
S S
FUTURE
PHASE LINE
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.
FES 4301 - FES 4300 FES 4100 - CB 4102
FES 4202 - FES 4200
SCALE IN FEET
0 10050
NORTH
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
NOTE: CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE
MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE.
NOTE: ALL DOWNSTREAM FES STRUCTURES ARE TO INCLUDE A TRASH
GUARD
NOTE: PIPE LENGTHS INCLUDE FES
STORM STRUCTURE TABLE
STR. #
2700
2702
2703
4000
4001
3100
3101
TYPE
FES
CBMH
CB
FES
FES
FES
FES
CASTING
R-3067-VB
R-3067-V
DIA
NA
48"
48"
NA
NA
NA
NA
2600
2601
2602
2400
2401
2402
FES
CBMH
CB
FES
CBMH
CBMH
NA
48"
24"x36"
NA
60"
60"
R-3067-V
R-3067-V
21" RCP APRON W/ FLEXAMAT
R-3067-V
R-3067-VB
2403 CB 24"x36"R-3067-VB
STR. #
2500
2501
2502
2503
2504
2505
4300
4301
TYPE
FES
STMH
CBMH
CBMH
CBMH
CB
FES
FES
CASTING
R-1642
R-3067-V
R-3067-V
DIA
NA
48"
48"
60"
60"
24"x36"
NA
NA
4100
4101
4102
4200
4201
4202
FES
CBMH
CB
FES
STMH
FES
NA
48"
24"x36"
NA
48"
NA
R-3067-VB
R-3067-VB
R-1642
R-3067-V
R-3067-V
21" RCP APRON W/ FLEXAMAT
18" RCP APRON W/ FLEXAMAT
18" RCP APRON W/ FLEXAMAT
24" RCP APRON W/ FLEXAMAT
24" RCP APRON
24" RCP APRON W/ FLEXAMAT
24" RCP APRON
18" RCP APRON W/ FLEXAMAT
15" RCP APRON
15" RCP APRON
15" RCP APRON W/ FLEXAMAT
15" RCP APRON
2503-A
2503-B CB
CBMH 48"
24"x36"
R-3067-V
R-3067-V
2701 STMH R-164248"
SAMBATEK, INC.
12/18/2023
C.W.HOULE, INC.
C.W.HOULE, INC.
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
GRADING CONTRACTOR:
RECORD PLAN NOTES
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.