Miske_6_5INFILTRATI
O
N
BASIN 12
BTM:925.0
(
1
2
,
2
0
0
S
F
)OU
T
B
O
T
HW
L
O
U
T
BO
T
H
W
L 274+5
0.
20
264+00 265+00
266+0
0
267+0
0
268+00 269+00
270+
0
0
271+
0
0
272+00 273+00 274+00
TWI
N
L
A
K
E
S
P
A
R
K
W
A
Y
18
7
T
H
941.1
0
HP ???
933.2
934.7
936.2
937.7
939.2
940.7
940.7
938.9
937.1
935.3
933.5
932.5 934.0
935.5
937.0
938.5
940.0
941.1
939.8
938.0
936.2
934.4
???42+0043+
00
4
4
+
0
0
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
CLEVELAND STRE
E
T
(
CO
.
RD
.
4
0
)
LAN
E
N
W
187
T
H
LAN
E
N
W
TWIN LAKES
PARKWA
Y
#411 #412
#413
#414 #422
#423 #424
#450
#449
#448
#447
#446#445
#444
#443
#458
#457
#456
#455
#454
#453
#452 #451
#425
#426
#427
#428
#429
#430
#432
#433
#434
#435
#436
#437
#438
#439
#440
#441
#442
18
17
16
15
14
13
1211
10
9
8
7
6
5
4
3
2
1
1 9
10 11
1
2
3 4
5
6
7
8
910
11
12
13
14
15
16
3
2
2
3
3
1 1
938.15HP938.
6
3
HP
934.
1
3
LP 0+001+002+003+004+00
5+00
6+00
7+00
8+00
9+00
10+0
0
1
1
+
0
012+0012+18.14
2000
2106
2106A
2107
2003
2004
2108
2109
2002
2101
2102
4400B
4400A
2001
3000
2100
2000
2900
3001
2901
5150
59
52
55
58
60
53
54
49
57
56
48
8" DI
P
C
L
5
2
8" DI
P
CL 5
2
8" DIP
C
L
5
2
8" PVC Pipe
8" PVC Pipe
8" P
V
C
P
i
p
e
8" PVC PipeWET TAP &
CONNECT T
O
EX 16" WM
22.5° BEND
22.5° BEND
11.3° BEND 22.5° BEND
22.5° BEND
2105
2104A
2104
2103MATCHLINESEE SHEET C6.03MATCHLINESEE SHEET C6.02SERV:0+99923.6
SERV:
0+55925.1
SERV:1+27926.0
3' RISER SERV:0+64929.85' RISER SERV:1+30929.14' RISER
SERV:1+94927.8
SERV:
0+26926.5
SERV:1+00
925.27
SERV:0+56925.2
SERV:1+34926.3
SERV:0+30927.94' RISER
SERV:0+10929.85' RISER
SERV:0+97929.84' RISER
SERV:1+68928.6
SERV:2+40927.3
SERV:0+52926.1
SERV:0+22924.89
SERV:1+20925.31
SERV:0+64925.26
SERV:
3+01924.8
SERV:2+30
925.9
SERV:1+67926.8
SERV:0+76
927.6
SERV:0+12926.9
SERV:
0+49924.2
SERV:
0+03924.9
SERV:0+53
925.5
SERV:1+12926.3
SERV:
0+34927.0
SERV:1+24927.3
SERV:1+65926.5
SERV:2+60925.2
SERV:3+26924.2
SERV:0+44925.13
SERV:0+95925.51 SERV:1+46925.47
SERV:0+41925.92
SERV:0+84
926.05
SERV:0+24
926.36
SERV:0+80927.0
SERV:0+36
926.87
SERV:0+90
927.07
SERV:0+12922.08" X 6" REDUCER
CBOX:938.3
CBOX:941.6
CBOX:935.7
CBOX:937.1
CBOX:938.1
CBOX:941.8
CBOX:941.0
CBOX:939.8
CBOX:
938.5
CBOX:938.0
CBOX:939.3
CBOX:940.5
CBOX:941.7
CBOX:940.0
CBOX:938.4
CBOX:
937.2
CBOX:
936.3
CBOX:936.9
CBOX:937.5
CBOX:938.3
CBOX:939.0
CBOX:939.2
CBOX:937.2
CBOX:936.2
CBOX:935.1
CBOX:935.2 CBOX:935.9
CBOX:936.7
CBOX:937.4
CBOX:938.1
CBOX:939.0
CBOX:938.8
CBOX:937.8
CBOX:935.3
CBOX:935.2
CBOX:935.6
CBOX:
936.7
CBOX:937.9
CBOX:938.8
CBOX:939.6
CBOX:
939.0
CBOX:936.8
2003
2003A
187TH LANE NW
-0+25.00 TO 12+75.00
900
910
920
930
940
950
960
900
910
920
930
940
950
960
0+00933.9935.780+50933.0936.041+00932.1936.741+50931.8937.432+00930.5938.052+50929.2938.003+00928.3937.253+50928.0936.434+00928.0935.604+50928.0934.785+00928.3934.185+50930.5934.276+00931.6934.976+50932.3935.777+00932.6936.577+50932.3937.378+00932.2938.178+50932.3938.629+00931.7938.279+50932.0937.6810+00932.8937.0910+50933.9936.5011+00935.4935.9111+50936.0935.3212+00933.4935.2212+50
8" DIP CL 52
8" DIP CL 5227" STM XING
IE-926.6
15" STM XING
IE-933.1
18" STM XING
IE-929.9
15" STM XING
IE-930.7
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 935.5
PROVIDE INSULATION
SEE DETAIL 3404
WM OFFSET & OVERDEPTH7.5' MIN COVER8" DIP CL 52
8" X 6" TEE
SMH 49
RE=935.2
IE=921.3 E
IE=921.3 S
IE=921.2 W
BUILD=14.1'
SMH 60
RE=936.7
IE=926.2 S
BUILD=10.6'
SMH 59
RE=938.1
IE=925.8 N
IE=925.7 S
BUILD=12.5'
SMH 58
RE=936.8
IE=925.3 N
IE=925.2 W
BUILD=11.7'
SMH 57
RE=934.9
IE=924.7 E
IE=924.6 NW
BUILD=10.3'
SMH 56
RE=934.9
IE=924.0 SE
IE=923.9 NW
BUILD=11.0'
SMH 55
RE=937.8
IE=922.5 SE
IE=922.4 NW
BUILD=15.4'
SMH 54
RE=936.0
IE=921.8 SE
IE=921.8 N
BUILD=14.3'
104 LF - 8"
PVC PVC 35 @ 0.40%
148 LF - 8"
PVC PVC 35 @ 0.40%
350 LF - 8"
PVC PVC 35 @ 0.40%151 LF - 8"
PVC PVC 35 @ 0.40%
109 LF - 8"
PVC PVC 35 @ 0.40%
111 LF - 8"
PVC PVC 35 @ 0.40%
100 LF - 8"
PVC PVC 35 @ 0.40%
SMH 53
RE=936.0
IE=924.5 W
BUILD=11.7'
8" GATE VALVE
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 938.6
8" X 6" TEE
8" GATE VALVE
8" X 6" TEE
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 938.2
PROVIDE INSULATION
SEE DETAIL 3404
PROPOSED
EXISTING
SCALE IN FEET
0 10050
NORTH
Aug 31, 2020 - 3:45pm - User:Csyverson L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 6th Addition Record Plans\20460.07 - RP- C6-UTILITY.dwg
C6.04
SANITARY &
WATERMAIN
PLAN & PROFILE
- 187TH LANE
NW
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.
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
SIXTH ADDITION
ELK RIVER, MN
ETL CJS
ETL
RECORD PLANS
##/##/2020
20460.07
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:##/##/202050475
Eric T. Luth
##/##/2020 RECORD PLANS
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.
08/25/2020
C.W. HOULE
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
RECORD PLAN NOTES
RECORD PLAN
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
D
S S
FUTURE
SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
LOWER AND INSULATE
WATER SERVICE
934.99
921.14
921.14
921.14
935.85
921.61
921.61
935.71
922.25
922.25
TNH=941.00
934.77
923.79
923.79
934.84
924.38
924.38
TNH=937.88
936.62
924.82
924.82
TNH=940.52
937.97
925.55
925.55
936.97
926.08 936.07
924.43
50087
64'
39'
28'44'
78'
38'
25'49'
56'
45'
51'
88'
17'
79'
51'
94'
44'
18'65'
31'
41'66'
42'40'
31'38'
24'
44'
55'
41'
23'
41'
50'
37'
48'
38'
40'
20'
41'50'27'
63'
29'
21'80'
50'
16'
88'
61'
24'
40'46'
0.45%0.43%0.44%
0.66%0.53%