MISKE7_21_2FILLMORE DRIVE NW
0+00.00 TO 8+50.00
910
920
930
940
950
960
970
910
920
930
940
950
960
970
0+50956.9951.341+00957.9950.311+50958.0949.272+00957.8948.242+50955.5947.203+00951.7946.163+50949.5945.134+00948.2944.094+50947.8943.055+00949.0942.025+50948.0940.986+00947.4939.946+50946.3938.917+00944.5937.877+50941.2936.848+00937.0935.80167 LF - 8
"PVC SDR 3
5
@
4
.
2
8
%
61
RE=938.9
IE=927.0 NE
IE=926.9 S
BUILD=12.0'
199 LF - 8"
PVC SDR 35 @ 2.03%
62
RE=943.1
IE=931.2 NE
IE=931.0 SW
BUILD=12.0'
180 LF - 8"PVC SDR 35 @ 2.03%
63
RE=946.8
IE=934.9 NE
IE=934.8 SW
BUILD=12.0'
79 LF - 8"PVC SDR 35 @ 1.95%
64
RE=948.4
IE=936.5 N
IE=936.4 SW
BUILD=12.0'
100 LF - 8"
PVC SDR 35 @ 1.99%
65
RE=950.5
IE=938.5 S
BUILD=12.0'
11.3° BEND
22.5° BEND
22.5° BEND
11.3° BEND
8" X 6" TEE
8" X 8" TEE
22.5° BEND
HYD
6"GV
10 LF 6" DIP CL 52
HBOE: 942.8 SMH 46
RE=935.6
IE=919.0 E
IE=918.9 N
IE=918.8 W
BUILD=16.8'
20 LF - 8"
PVC @ 4.2
7
%
CONNECT TO EXISTING
8" SANITARY STUB
ELEV =919.76
(FIELD VERIFY)
PROPOSED
EXISTING
7.5' MIN COVERPROP. STM XING
IE-937.0
START UTILITY CONSTRUCTIONCONNECT TO EXISTING
8" WATERMAIN
ELEV=942.53
(FIELD VERIFY)
8" GATE VALVE
INSULATE
WATERMAIN LOWER & INSULATE
WATERMAIN STM XING
IE-932.2 (VERIFY)
PROVIDE 18" MIN.
SEPERATION
950.40
938.48
11.9'948.27
936.40
936.40
11.9'
946.65
935.17
935.17
11.5'942.95
930.83
930.83
12.1'938.82
926.51
926.51
12.3'
935.51
16.7'100
2.08%
79
1.56%
2.41%
2.18%
4.07%
180
198
167
919.71
4.07OUTOUTBOTBOTHWLHWLINFILTRATIONBASIN 10BTM: 926.5 (5,300 SF)OUT:927.0HWL:928.8EOF:929.0189TH AVENUE NW259+00260+00261+00262+00263+00264+00WBP8+38.05
0+00 1+00 2+00
3+
0
0
4+
0
0
5+0
0
6+00
7+00 8+00
952.4
950.3 948.2
94
6
.
2
94
4
.
1
942
.
0
939.9
937.9 935.8
951.3 949.3
947.
2
9
4
5
.
1
94
3
.
1
941.
0
938.9
936.8
FILLMORE
931.36LP939
.0936.49933.99931.7931.7933.2937.74935.24932.7931.4932.5952.40
HP
94
6
.
4
3
LP6+007+008+009+0010+001
1
+
0
0951.0952.4951.4949.7948.0
9
4
6
.
5951.7952.2950.6948.994
7
.
2 WBPWBPWBPWBPWBPWBPWBPWBP189THAVENW189THAVEDRIVE
FILLMORE DRIVE TWINPARKWAY941.8941.5EOF939.5#320#321#322#323#324#325#326#459#460#461#462#463#410#409#408#407#406#405#404#403#402#401#400#411#412#316#317#318#319#342#357#358#359#360#361#362#363#3641.9%1.8%931.96
SAN SERV
933.67SAN SERV
934.36SAN SERV
932.98
SAN SERV
2000
2001
2000
0+00 1+00 2+00
3+
0
0
4+
0
0
5+0
0
6+00
7+00 8+00 8+38.05
45
46
48
47
1801A
1801B
2000C-2
2000C
2000B
2000B-2
2000A-2
2000A
65 64
63
62
61 8" DIP CL 52 8" PVC SDR 358" D
I
P
C
L
5
2
8" P
V
C
S
D
R
3
5
8" DIP CL 52
CBOX:937.6
CBOX:938.9
CBOX:940.1
CBOX:
941.4
CBOX:942.8
CBOX:944.2
CBOX:945.5
CBOX:947.3
CBOX:949.9CBOX:951.8
CBOX:
951.6
CBOX:
950.4 CBOX:
949.0
CBOX:947.9
CBOX:946.8
CBOX:945.5
CBOX:943.9
CBOX:942.0
CBOX:
940.4
CBOX:
934.3
CBOX:
932.9
CBOX:
932.7
SERV:0+66
925.6SERV:1+31926.9
SERV:0+06
928.0
SERV:0+61929.4
SERV:1+28
930.7
SERV:1+93932.1
SERV:0+62933.4
SERV:
1+47936.0
SERV:
0+19938.1
SERV:0+96939.7
SERV:0+93939.5
SERV:0+37
938.3 SERV:0+62
937.0
SERV:0+05935.9
SERV:1+37
934.8
SERV:0+72
933.0
SERV:1+87931.9
SERV:1+08
930.1
SERV:0+21928.8
8" P
V
C
S
D
R
3
5
8'x8'x4"INSULATION(TYP.)8'x8'x4"INSULATION(TYP.)TNH=945.82
38'64'
48'
33'
27'
68'40'41'
24'
52'
31'56'
25'
39'
35'
38'
43'
43'
44'
88'
19'42'
40'25'
40'58'
43'
22'
36'
42'
60'
21'
43'
35'
56'
29'
49'
43'
61'
36'
Sep 27, 2021 - 12:31pm - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C6-UTILITY.dwg
C6.03
UTILITY PLAN -
FILLMORE
DRIVE
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.
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
SCALE IN FEET
0 10050
NORTH
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
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Initial Issue:
Phase:
Client
PAXMAR, LLC.
2850 CUTTERS GROVE AVE
SUITE 207
ANOKA, MN 55303
MISKE
MEADOWS
SEVENTH
ADDITION
ELK RIVER, MN
ETL CJS
ETL
CONSTRUCTION
04/26/2021
A
20460.70
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:04/26/202150475
Eric T. Luth
A 05/17/21 JB REVISE STORM
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.
SAMBATEK, INC.
09/27/21
C.W. HOULE INC.
C.W. HOULE INC.
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
GRADING CONTRACTOR:
RECORD PLAN NOTES