Miske8_8244+0
0
245+00
246+00
247+00
248+00 249+00
250+00
251+00
252+0
0927.70LP0+001+002+003+004+005+006+00935.5933.5931.5929.5927.8928.0928.5934.5932.5930.5928.5927.8928.2926.5
928.7
930.7
932.7
934.7 936.7
938.7
940.7
942.7
927.7
929.7 931.7
933.7 935.7
937.7
939.7
941.7
TWIN
LAKES PARKWAY
IVANHOESTREETIVANHOESTREET#468
#469
#470
#471
#472#473
#474
#475#476
#477
#489 #490
#491 #492 #493
#494
#495
#275
#260
#261
#262
#263
#264
#265
#266
#267
#273
#274
#263A
927.43
HP
DEVELOPMENT#488#487#486
INFILTRATION
BASIN 9
BTM:922 (20,800 SF)
OUT: 924.0
HWL: 925.4
EOF: 928.5
OUTBOT HWL
CB 2403 CBMH 2402
CBMH 2401
FES 2400
CB 2505
CBMH 2504
CBMH 2503
CBMH 2502
STMH 2501
FES 2500
2503-A
2503-B
ADJUST EXISTING
STORM MANHOLES AS
NECESSARY.
OUTLOT C
5
6
7
8
9
10
11
4
5
6
7
8 9 10
11
12
13
14
1 2 3 4 5 6OUTLOT G
BLOCK 2
BLOCK 3
BLOCK 4
880
890
900
910
920
930
940
950
880
890
900
910
920
930
940
950
8" SAN XING
IE=906.3
8" WM XINGCB 2403 (24"X36")RE=927.20BLD=3.5'IE=923.70 E31 LF - 18"
RCP @ 0.35%CBMH 2402 (60")RE=927.20BLD=3.6'IE=923.59 WIE=923.59 S11 LF - 21"
RCP @ 0.40%CBMH 2401 (60")W/ SAFL BAFFLERE=927.20BLD=7.2'IE=920.05 (3.5' SUMP)IE=923.55 NIE=923.55 E155 LF - 21"
RCP @ 0.55% FES 2400FLEXAMAT OR APPROVED EQUALIE=922.7 W (21" )PROPOSED
GRADE927.083.0924.04927.123.5923.66923.66927.146.6923.76923.76920.59922.8233
10
149
1.00
1.15
0.63
890
900
910
920
930
940
950
960
890
900
910
920
930
940
950
960
8" WM XING
8" SAN XING
IE=914.9
PROPOSED
GRADE
INSULATE
W/ 3" MIN.
FOAMBOARD CB 2505 (24"X36")RE=941.50BLD=3.5'IE=938.00 SE33 LF - 15"
RCP @ 0.50%CBMH 2504 (60")RE=941.70BLD=3.9'IE=937.84 NWIE=937.84 W247 LF - 18"
RCP @ 2.10%CBMH 2503 (60")RE=936.83BLD=8.6'IE=932.65 EIE=928.54 WIE=928.54 N31 LF - 18"
RCP @ 1.75%CBMH 2502 (48")W/ SAFL BAFFLERE=936.83BLD=12.3'IE=924.49 (3.5' SUMP)IE=927.99 SIE=927.99 N137 LF - 18"
RCP @ 3.65%STMH 2501 (48")RE=927.30BLD=4.3'IE=923.00 SIE=923.00 NE30 LF - 21"
RCP @ 1.00% FES 2500FLEXAMAT OR APPROVED EQUALIE=922.7 SW (21" )927.444.2923.24923.24922.88936.5412.0927.92927.92924.51936.527.7932.59928.86928.86941.373.7937.71937.71941.203.4937.8223
1.57
3.39
138
33
2.85
2.07
0.32247
34
910
920
930
940
950
910
920
930
940
950
CBMH 2503 (60")RE=936.83BLD=8.6'IE=932.65 EIE=928.54 WIE=928.54 N193 LF - 18"
RCP @ 0.30%2503-A (48")RE=932.8BLD=3.78'IE=929.12 SWIE=929.12 E32 LF - 15"
RCP @ 0.30%2503-B (24"X36")RE=932.75BLD=3.53'IE=929.22 NEPROPOSED
GRADE932.793.2929.56932.853.5929.34929.34936.527.7932.59928.86928.8632
192
0.25
0.69
Dec 18, 2023 - 9:41am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C7-RP-STORM.dwg
C7.02
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.
CB 2403 - FES 2400 FES 2500 - CB 2505
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
CB 2503B - CBMH 2503
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.