MISKE7_21_1OUT
OUT
BOT BOTHWL
HWL
INFILTR
A
T
I
O
N
BASIN
1
1
BTM:92
5
.
0
(
8
,
5
0
0
S
F
)
OUT:
INFILTR
A
T
I
O
N
BASIN
1
0
BTM: 9
2
6
.
5
(
5
,
3
0
0
S
F
)
OUT:927.0HWL:
928.8EOF:
929.0
1
253+00
254+0
0
255+
0
0 256+00
257+0
0
258+00
259+00 260+00
261+
0
0
26
2
+
0
0
26
3
+
0
0
264
+
0
0
265+00
WBP
WBP
951.47
HP5+006+007+008
+
0
0
9+00950.1951.4949
.
8
9
4
7
.
9
945.7
9
48
.
2
951.2950.9
9
4
8
.
7
9
4
7
.
2
943.58+38.057+008+00937.9935.8936.8948.09
HP
93
1
.
3
6
LP
944.7
946.7
948.1 946.5944.0
941.5
939.0 936.49
933.9
9
93
1
.
7
93
1
.
7
933.
2
934.7
945.7
947.7
947.
6 945.2942.7
940.2
937.74
935.24
932.
7
93
1
.
4
93
2
.
5
934.0
935.5
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBPFILLMOREDRIVE188THAVE
NWGRANT
COURTTWI
N
LAKES
PARKWAY
TWIN
LAKES
PARKWAY
TWIN
LAKES
PARK
W
A
Y
#463
#410
#409
#408
#411
#412 #413
#442
#499
#466
#467
#465
#464
#296
#504
#505
#506 12+0012+18.14935.96
SAN SERV
931.96SAN SERV
933.67SAN SERV
935.85
SAN SERV
934.36
SAN SERV
932.98SAN SERV
945.23SAN SERV
947.77
SAN SERV
947.51SAN SERV
945.65
SAN SERV
944.10
2000
2002
2001
20007+008+008+38.055+006+007+008
+
0
0
9+0043
42
44
45 46
49
48
47
2000D
2000E
2000C-2
2000C
2000B
2000B-2
2000A-2
2000A
68
8" PVC S
D
R 3
5
8" DIP C
L
5
2
8" D
I
P
C
L
5
2
8" P
V
C
S
D
R
3
5
CBOX:950.9
CBOX:952.1CBOX:951.1
CBOX:947.6
CBOX:947.2
CBOX:945.4
CBOX:944.4
CBOX:937.6
CBOX:934.3
CBOX:
932.9
CBOX:932.7
CBOX:934.0
CBOX:951.9
SERV:0+66
925.6
SERV:1+73
939.8
SERV:1+00
939.0
0+76938.5
SERV:1+39
940.1
8
"
D
I
P
C
L
5
2
HIGH V
OLT
A
GE P
O
WER LI
NE
8'x8'x4"
INSULATION
(TYP.)
TOP OF
WATERMAIN= 939.3
TNH=939.72
TNH=936.74
26'
53'
33'
31'
11'
23'
31'
20'
80'
73'
57'
59'
49'
71'
14'62'
48'
39'
72'
51'
31'
54'
31'23'
TNH=951.48
TWIN LAKES PARKWAY
254+00.00 TO 265+50.00
900
910
920
930
940
950
960
900
910
920
930
940
950
960
254+50934.8947.69255+00935.7948.09255+50936.0947.64256+00935.0946.49256+50934.6945.24257+00936.7943.99257+50938.4942.74258+00938.6941.49258+50936.6940.24259+00933.6938.99259+50931.7937.74260+00932.4936.49260+50933.5935.24261+00930.7933.99261+50927.4932.74262+00921.3931.71262+50927.3931.36263+00926.7931.71263+50927.7932.46264+00929.6933.21264+50931.2933.96265+00931.6934.718" DIP CL 52
SMH 49
RE=935.2
IE=921.3 E
IE=921.3 S
IE=921.2 W
BUILD=14.1'
135 LF - 8"
PVC @ 0.40%199 LF - 8"
PVC @ 0.40%
SMH 48
RE=933.2
IE=920.7 E
IE=920.6 NW
BUILD=12.7'
SMH 47
RE=931.7
IE=919.8 SE
IE=919.7 W
BUILD=12.1'
164 LF - 8"
PVC @ 0.40%
SMH 46
RE=935.6
IE=919.0 E
IE=918.9 N
IE=918.8 W
BUILD=16.8'
134 LF - 8"
PVC @ 0.40%
SMH 45
RE=939.0
IE=918.3 E
IE=918.2 SW
BUILD=20.8'
149 LF - 8"
PVC @ 0.40%
SMH 44
RE=942.7
IE=917.6 NE
IE=917.5 SW
BUILD=25.3'
244 LF - 8"
Ductile Iron Pipe @ 0.40%
SMH 43
RE=948.1
IE=916.5 NE
IE=917.1 SE
IE=916.4 SW
BUILD=31.7'
205 LF - 8"
Ductile Iron Pipe
@ 0.40%
8" DIP CL 52
8" DIP CL 52
HYD
6"GV
14 LF 6" DIP CL 52
HBOE: 936.9
HYD
6"GV
7 LF 6" DIP CL 52
HBOE: 934.4
8" X 8" TEE
TOP OF WM
EL=940.3
8" GATE VALVE
TOP OF WM
EL=939.9
11.3° BEND
22.5° BEND
8" X 6" TEE
22.5° BEND
45° BEND
8" X 6" TEE
11.3° BEND
8" X 8" TEE
PROPOSED
EXISTING 7.5' MIN COVERCONNECT TO EXISTING
8" WATERMAIN STUB
REMOVE & SALVAGE
HYDRANT & 6" GATE VALVE
REMOVE 6" PIPE
IE= 926.46
(FIELD VERIFY)
PROP. STM XING
IE-929.7
PROP. STM XING
IE-933.2
PROP. STM XING
IE-937.7
8" X 8" TEE
TOP OF WM
EL=940.1
8" X 6" REDUCER
TEMPORARY HYD
6"GV
9 LF 6" DIP CL 52
HBOE: 950.3
START UTILITY CONSTRUCTIONEND UTILITY CONSTRUCTIONPROP. STM XING
IE-926.7
EX. 8" DIP CL 52
FUTURE
8" DIP CL 52
EXIST. STM XING
IE-922.8 (VERIFY)
45° BEND
45° BEND
45° BEND
LOWER & INSULATE
WATERMAIN
8" GATE VALVE
TOP OF WM
EL=939.9
8" GATE VALVE
8" GATE VALVE
INSULATE
WATERMAIN
INSULATE
WATERMAIN
INSULATE
WATERMAIN
INSULATE
WATERMAIN
SCALE IN FEET
0 10050
NORTH
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
C6.02
UTILITY PLAN -
TWIN LAKES
PARKWAY
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 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 (UNDERGROUNDAND 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.
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
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