Miske8_62
5
4
+
0
0
25
5
+
0
0
25
6
+
0
0 WBPWBPWBPWBP930.13LP13+96.
0
6
7+008+009+0010+00
11+00 12+0013+00931.0
949.8947.9945.7941.0
936.1 931.8930.1948.7947.2943.5
938.6 933.7930.6930.3948.09HP9
4
6
.
7
94
8
.
1
946
.
5
9
4
7
.
7
94
7
.
6
945
.
2 WBPWBPWBPWBPCBOX:
931.0
CBOX:
931.5
CBOX:
933.0
CBOX:
938.1
CBOX:
933.4
CBOX:
935.8
CBOX:
938.4
CBOX:
941.5
CBOX:
946.2
CBOX:
947.0
CBOX:
945.6
CBOX:
942.1
SERV:
0+37
935.8
17'-RISER
SERV:
0+18
933.1
14'-RISER
SERV:
0+71
930.3
11'-RISER
SERV:
1+57
927.3
7'-RISER
SERV:
0+14
921.1
1'-RISER
SERV:
0+95
923.0
SERV:
1+09
920.5
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:
1+40
920.7
CBOX:
930.9
FES 4202
FES 4200
FES 4301
FES 4300
FES 4100
CB 4102
22.5° BEND
22.5° &
11.25°
BENDS
22.5° BEND
EXIST.
HYD.
EX.
8" G.V.
INFILTRATION
BASIN 16
BTM: 925 (1,000 SF)
OUT:927.0
HWL:928.6
EOF:930.5
INFILTRATION
BASIN 15
BTM: 925.0 (16,000 SF)
HWL: 928.3
EOF:930.5BOTOUTHWLHWLOUTBOTBOTHWL
7+008+009+0010+00
11+00 12+0013+0013+96.
0
6
HYDRANT
6" G.V.
8"X6" TEE
SMH 43-C
SMH 43-D
SMH 43-B
43-A
43
CONNECT TO
EXIST. 8" DIP
STUB.
BUILD MH OVER
EXIST.
8" PVC. SDR 26
STUB
188TH AVE NW
T
W
I
N
LA
K
E
S
P
A
R
KW
A
Y
RAISE WATER
SERVICE OVER
SAN. SEWER AND
INSULATE
TO AVOID
CONFLICT
RAISE WATER
SERVICE OVER
SAN. SEWER AND
INSULATE
TO AVOID
CONFLICT
BLOCK 5 OUTLOT E
15
1011
12
13
14
1
2 3
4
5
6
7
BLOCK 4
#498
#499
#500
#501
#502
#503
#507
#508
#509
#510
#511
#512
8
#506
#505
8" DIP
PLUG
INSULATE
WATERMAIN
CROSSING AT
CB
HYDRANT
6" G.V.
8"X6" TEE
8" PVC
PLUG
51'
TNH=938.54
TNH=932.83
58'
48'44'
95'
18'
62'
61'
44'
34'
48'
34'
30'
52'
46'
76'
43'
44'
17'
48'
16'24'
80'58'43'
66'
188TH AVENUE NW
900
910
920
930
940
950
960
970
900
910
920
930
940
950
960
970
8+00937.0947.958+50929.8947.219+00926.6945.749+50924.7943.4810+00924.0941.0310+50924.3938.5911+00925.8936.1511+50925.5933.7412+00924.2931.8512+50923.9930.6513+00924.0930.1513+50923.9930.3414+00
2.00%-2.00%-2.00%
1.49%
-4.89%
46 LF - 8"
PVC SDR 26 @ 2.70
%
STORM
X-ING STORM
X-ING
43
RE=948.1
IE=916.0 SE
IE=916.0 NE
IE= 916.0 SE
BUILD=32.1'0+37 17'-R.0+50 16'-R.0+18 14'-R.0+71 11'-R.0+87 11'-R.1+50 7'-R.1+57 7'-R.2+11 4'-R.2+552'-R.PROPOSED
GRADE
EXISTING
GRADE
EXIST 8" DIP
BUILD MH OVER
EXIST. 8" PVC. SDR 26
STUB
8" PVC
PLUG
IE=919.75
INSULATE
W/ 3" MIN.
FOAMBOARD
69 LF - 8"
PVC SDR 26 @ 0.40%
260 LF - 8"
PVC SDR 26 @ 0.40%
172 LF - 8"
PVC SDR 35 @ 0.40%
37 LF - 8"
PVC SDR 35 @ 0.40%
43-A
RE=947.1
IE=917.3 SE
IE=917.2 NW
BUILD=29.9'
SMH 43-B
RE=944.8
IE=917.7 SE
IE=917.6 NW
BUILD=27.3'
SMH 43-D
RE=930.4
IE=919.6 SE
IE=919.5 NW
BUILD=10.9'0+141'-R.HYDRANT
6" GV
8"X6" TEE
(SEE CITY STD. PLATE 3402,
SHEET C9.01)
MAINT. 7.5'
MIN. COVER
OVER
WATERMAIN
EXIST. HYD.
TIE INTO
EXIST. 8" DIP
STUB
LOWER WM
MIN. 18" UNDER
STORM STRUCTURE
TO AVOID
CONFLICT
INSULATE
W/ 3" MIN.
FOAMBOARD
8" DIP
PLUG
SMH 43-C
RE=932.4
IE=918.8 SE
IE=918.70 NW
BUILD=13.6'
HYD.
6" GV
(SEE CITY STD.
PLATE 3402,
SHEET C9.01)+94 HYD.+45 EX. HYD.+68 HYD.947.10
971.70
917.70
29.4
944.60
917.91
917.91
26.7
932.03
918.89
918.89
13.1
68
0.31 0.38
260
0.46
174
919.84
930.20
919.69
919.69
10.5
Dec 18, 2023 - 11:08am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C6-RP-UTILITY.dwg
C6.05
UTILITY PLAN -
188TH AVE NW
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 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 WITHTHE 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.
SCALE IN FEET
0 10050
NORTH
CONTRACTOR 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.