Miske8_7231+00
232+00
233+
0
0
234+
0
0
235+0
0
236+00 237+00 238+00 239+00 240+00 241+00
242+00
243+
0
0
244+0
0
915.58
HP
911.6
3
LP
912.95
LP
914.9
914.0
913.
0
912.
0
911.7
913.4 915.3 915.1 914.1 913.0 913.7
917.0
922.0
926.5
914.4
913.5
912.
5
911.
7
912.4
914.4 915.6 914.6 913.5 913.0 915.0
919.5
924.5
TWIN
TWIN LAKES PARKWAY
#478
#479
#480#481
#482#483#484#485
927.43
OUT
BOT
HWL
OUT
BOT
HWL
INFILTRATION
BASIN 13
BTM: 907.5 (2,900 SF)
OUT:908.5
HWL:909.9
EOF:910.0
INFILTRATION
BASIN 14
BTM:907.0 (3,350 SF)
OUT:908.0
HWL:908.8
EOF:909.3
FES 4001
FES 4000
CB 2703
CBMH 2702
STMH 2701 FES 2700
FES 3101
FES 3100
FES 2600 CBMH 2601
CB 2602
ADJUST EXISTING
STORM MANHOLE AS
NECESSARY. SWAP OUT
SOLID GRATE FOR
R-3067V. CASTING
SHALL BE IN CURB
FLOWLINE.
ADJUST EXISTING
CATCH BASIN AS
NECESSARY. CASTING
SHALL BE IN CURB
FLOWLINE.
ADJUST EXISTING
CATCH BASIN AS
NECESSARY. CASTING
SHALL BE IN CURB
FLOWLINE.
TWO FUTURE
65"x40"
ARCH PIPE
X-ING'S
BY OTHERS
ADJUST EXISTING
CATCH BASIN AS
NECESSARY. CASTING
SHALL BE IN CURB
FLOWLINE.
1
OUTLOT B
2 3 4
5 6
12
13
OUTLOT A
BLOCK 1
65"x40"
ARCH PIPE
FES IE: 900.6
65"x40"
ARCH PIPE
FES IE: 900.2
890
900
910
920
930
940
890
900
910
920
930
940
PROPOSED
GRADE
STMH 2701 (48")RE=910.50BLD=3.3'IE=907.26 SIE=907.26 E72 LF - 18"
RCP @ 0.35% FES 2700FLEXAMAT OR APPROVED EQUALIE=907.0 W (18" )CB 2703 (24"X36")RE=911.32BLD=3.4'IE=907.90 N31 LF - 15"
RCP @ 0.30%CBMH 2702 (48")W/ SAFL BAFFLERE=911.35BLD=7.1'IE=904.26 (3.5' SUMP)IE=907.81 SIE=907.81 N156 LF - 18"
RCP @ 0.35%
12" WM
XING 910.842.7908.18910.846.5908.02908.02910.343.2907.12907.12906.9232
0.50 0.58 0.30
155 66904.32880
890
900
910
920
930
940
880
890
900
910
920
930
940
47 LF - 24"
RCP @ 0.50% FES 4000FLEXAMAT OR APPROVED EQUALIE=907.8 SW (24" ) FES 4001IE=908.0 NE (24" )PROPOSED
GRADE 908.20908.100.28
36
880
890
900
910
920
930
940
880
890
900
910
920
930
940
27 LF - 24"
RCP @ 0.50% FES 3101IE=908.5 N (24" ) FES 3100FLEXAMAT OR APPROVED EQUALIE=908.4 S (24" )PROPOSED
GRADE 908.66908.5328
0.46
880
890
900
910
920
930
940
880
890
900
910
920
930
940
PROPOSED
GRADE CB 2602 (24"X36")RE=921.72BLD=3.5'IE=918.20 NW31 LF - 15"
RCP @ 2.00%CBMH 2601 (48")W/ SAFLE BAFFLERE=921.72BLD=14.4'IE=907.30 (3.5' SUMP)IE=917.57 SEIE=910.80 W115 LF - 18"
RCP @ 2.00% FES 2600FLEXAMAT OR APPROVED EQUALIE=908.5 E (18" )908.65921.5614.9917.11910.52921.423.6917.78112
1.67
32
2.09906.67SCALE IN FEET
0 10050
NORTH
Dec 18, 2023 - 9:38am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C7-RP-STORM.dwg
C7.01
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
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.
FES 4001 - FES 4000
FES 3101 -
FES 3100 CB 2602 - FES 2600CB 2703 - FES 2700
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.