Miske8_4INFILTRATION
BASIN 9
BTM:922 (20,800 SF)
OUT: 924.0
HWL: 925.4
EOF: 928.5
OUTBOT HWL
INFILTRATION
BASIN 15
BTM: 925.0 (16,000 SF)
HWL: 928.3
EOF:930.5
BOT
HWL
243+0
0
244+0
0
245+00
246+00
247+00
248+00 249+00
250+00
251+00
252+0
0
253+
0
0 254+00255+008+
0
0
9
+
0
0
10+0011+009
4
9
.
8
94
7
.
9
9
4
5
.
7
941.093
6
.1
94
8
.
7
94
7
.
2
94
3
.5938.6927.70LP0+001+002+003+004+005+00935.5933.5931.5929.5927.8928.0934.5932.5930.5928.5927.8EX.S&W
EX.S&W
EX.S&W
EX.S&W
948.09
HP
922.0
926.5
928.7
930.7
932.7
934.7 936.7
938.7
940.7
942.7
944.7 946.7948.1919.5
924.5
927.7
929.7 931.7
933.7 935.7
937.7
939.7
941.7
943.7 945.7947.7947.6WBP
WBP
WBP
WBP
NW
TWIN LAKES PARKWAY
TWIN
LAKES PARKWAY
IVANHOESTREETIVANHOESTREET927.43
HP 188THAVENWDEVELOPMENTFUTUREEX SMH-5A
CBOX:
935.8
CBOX:
938.4
CBOX:
941.5
CBOX:
946.2
CBOX:
947.0
CBOX:
945.6
CBOX:
942.1
CBOX:
947.9
CBOX:
946.2
CBOX:
944.8
CBOX:
943.2
CBOX:
941.7
CBOX:
940.2
CBOX:
938.6CBOX:
937.0CBOX:
935.6
CBOX:
935.0 CBOX:
936.3
CBOX:
937.5
CBOX:
938.7
CBOX:
939.9
CBOX:
941.1
CBOX:
942.3
CBOX:
943.3
CBOX:
945.5
CBOX:
931.4
CBOX:
930.1
CBOX:
928.2
CBOX:
927.7
CBOX:
925.7
CBOX:
929.6
SERV:
0+90
915.7
SERV:
0+23
917.5
1' RISER
SERV:
0+07
919.9
4'-RISER
SERV:
0+88
921.2
5'-RISER
SERV:
0+29
914.5
7'-RISER
SERV:
0+37
935.8
17'-RISER
SERV:
0+18
933.1
14'-RISER
SERV:
0+71
930.3
11'-RISER
SERV:
2+55
922.1
2'-RISER
SERV:
2+11
924.1
4'-RISER
SERV:
1+50
926.9
7'-RISER
SERV:
0+87
930.5
11'-RISER
SERV:
0+50
934.8
16'-RISER
SERV:
0+69
918.8
2'-RISER
CB 2403
FES 2400
FES 2500
STMH 2501
CBMH 2502
CBMH 2503
CBMH 2504
CB 2505
FES 4202
FES 4200
42
41
40
EX SMH-7
EX SMH-6
EX SMH-8
SMH 84
SMH 83
SMH 82
8" G.V.
RELOCATED
HYDRANT
6" G.V.
8" x 6" TEE
RELOCATE
HYDRANT to
STA 250+75
6" G.V.
8" x 6" TEE
11.25°
BEND
11.25°
BEND
11.25°
BEND
22.5°
BEND
22.5°
BENDS
RELOCATE EX HYDRANT
TO STA 240+75
8" x 6" TEE
6" G.V.
EX. G.V.
EX HYDRANT
12" x 6" TEE
6" G.V.
12" G.V.
EX 12" x 12" TEE
12" G.V.
BOT
HWL
8+
0
0
9
+
0
0
10+0011+00CBOX:
944.5
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICEEX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
EX.
SAN.
SERVICE
12"x12" TEE
12"x8" TEE
8" G.V.
CCONNECT TO EXISTING
12" WM
EX 12" PLUG
CBMH 2402
CBMH 2401
SMH 43-B43-A
BUILD MH OVER
EXIST.
8" PVC. SDR 26
STUB
LOWER WATER
SERVICE UNDER
STORM SEWER
AND INSULATE
TO AVOID
CONFLICT
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY
LOWER EXISTING SANITARY
MANHOLE CASTING
APPROX. 0.1 FEET
(CONTRACTOR TO FIELD
VERIFY)
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY (TYP.)
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY (TYP.)
ADJUST EXISTING
G.V. AS NECESSARY
CBOX:
917.8
OUTLOT C
OUTLOT D
7
8
9
10
11
12
13
6
7
8
9 10
11
12
13
15
14
15
16
1 2 3 4 5 6
7
8
9
10
11
12
13
14
1
OUTLOT G
BLOCK 2 BLOCK 3
BLOCK 4
#468
#469
#470
#471
#472#473
#474
#475
#476
#477
#478
#479
#489
#490
#491 #492 #493 #494
#495
#496
#497
#498
#499
#500
#466
#467
#262
#263
#264
#265
#266
#263A
#501
#502
#503
#505
CBOX:
928.8
CBOX:
929.2
CBOX:
930.9
SERV:
0+10
918.8
1'-RISER
SERV:
0+35
919.2
4'-RISER
SERV:
1+01
920.9
6'-RISER
#488
#487
#486
INSULATE WATER
MAIN CROSSING
AT CB
INSULATE WATER
MAIN CROSSING
AT CB
REMOVE EXIST.
12" WATERMAIN
REMOVE EXIST. 6"
WM & GV (FIELD
VERIFY)
HYDRANT
6" G.V.
12" x 6" TEE
CONNECT TO
EXISTING 8" WM
42'
TNH=943.50
TNH=929.71
57'
60'
51'
52'
90'
47'
100'
63'105'
32'
40'
80'
103'56'50'
40'
63'
123'
47'
33'
52'34'
59'
110'
54'
59'
172'
107'
114'
52'
150'
77'
88'
33'60'
50'57'
64'
56'98'
88'
33'
62'
48'52'94'93'
55'
38'
22'
38'
13'
118'
53'
71'
42'
27'
TWIN LAKES PARKWAY
880
890
900
910
920
930
940
950
960
880
890
900
910
920
930
940
950
960
243+50919.0924.51244+00922.5926.51244+50927.7927.72245+00931.7928.72245+50934.4929.72246+00936.7930.72246+50935.4931.72247+00932.7932.72247+50935.2933.72248+00938.6934.72248+50941.1935.72249+00941.9936.72249+50943.7937.72250+00947.7938.72250+50951.3939.72251+00952.1940.72251+50945.5941.72252+00939.3942.72252+50937.2943.72253+00937.2944.72253+50936.6945.72254+00934.8946.72254+50934.8947.69255+00935.7948.092.00%
SMH 82
RE=929.7
IE=913.6 W
IE=913.5 E
BUILD=16.2'
SMH 83
RE=927.7
IE=914.1 SW
IE=914.0 E
BUILD=13.7'SMH 84
RE=924.5
IE=914.5 NE
BUILD=10.0'
EX SMH-7
RE=932.4
IE=912.9 E
IE=905.4 N
IE=905.4 S
BUILD=27.0'
100 LF - 8"
PVC SDR 35 @ 0.40%100 LF - 8"
PVC SDR 35 @ 0.40%139 LF - 8"
PVC SDR 26 @ 0.40%
40
RE=936.9
IE=913.5 E
IE=913.5 W
BUILD=23.4'
41
RE=940.7
IE=914.3 NE
IE=914.3 W
BUILD=26.5'
42
RE=944.7
IE=915.2 NE
IE=915.2 SW
BUILD=29.6'
43
RE=948.1
IE=916.0 SE
IE=916.5 NE
IE=916.0 SW
BUILD=32.2'
210 LF - 8"
PVC @ 0.32%
199 LF - 8"
PVC @ 0.36%
199 LF - 8"
PVC @ 0.45%
205 LF - 8"
Ductile Iron Pipe @ 0.39%
STORM
X-ING
STORM
X-ING
0+88 5'-R.0+07 4'-R.0+692'-R.12" DIP CL 52 WATERMA
I
N
12" DIP CL 52 WATERMA
I
N
PROPOSED
GRADE
EXISTING
GRADE
8" DIP CL 52 WATERM
A
I
N
8" DIP CL 52 WATERM
A
I
N
8" DIP CL 52 WATERM
A
I
N
+41 EX. FLUSHING HYD.EXIST.
FLUSHING HYD.
RELOCATE TO
STA: 250+75
+75 HYD.EXIST 8" DIP
MAINT. 7.5'
MIN. COVER
OVER
WATERMAIN
MAINT. 7.5'
MIN. COVER
OVER
WATERMAIN
RELOCATED HYD.
6" GV
12 LF 6" DIP
(SEE CITY STD. PLATE
3402, SHEET C9.01)
CONNECT TO
EXIST. MH
IE=912.9
INSIDE DROP
SEE DETAIL
4002/C9.01A
INSULATE
W/ 3" MIN.
FOAMBOARD
LOWER WM
MIN. 18" UNDER
STORM STRUCTURE
TO AVOID
CONFLICT0+231'-R.1+01 6'-R.0+354'-R.0+101'-R.INSULATE
W/ 3" MIN.
FOAMBOARD
12" DIP
CL 52
WATERM
A
I
N
HYD.
6" GV
(SEE CITY STD.
PLATE 3402,
SHEET C9.01)+20 HYD.CONNECT TO EXISTING 8" WM
924.10
914.70
9.4
927.46
914.20
914.20
13.3
929.78
913.62
913.62
16.2
102
0.49
102
0.57
141
0.51
SCALE IN FEET
0 10050
NORTH
Dec 18, 2023 - 11:05am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C6-RP-UTILITY.dwg
C6.03
UTILITY PLAN -
TWIN LAKES
PARKWAY
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
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
D
S S
FUTURE
8'x8'x4"
INSULATION PLANK
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/ORSUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK, 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 BEOCCASIONED 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 WITHTHE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUTAPPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.SEE SHEET C6.02SEE SHEET C6.02CONTRACTOR SHALL COORDINATE WITH ERMU TO DETERMINE THE LOCATION OF ANY EXISTING WATERMAIN
VALVE BOXES WITHIN THE PROJECT THAT ARE CURRENTLY BURIED OR COVERED BY BLACKTOP. CONTRACTOR SHALL
WORK TO EXPOSE AND ADJUST AS NECESSARY TO MAKE THEM OPERABLE FOR ERMU
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.