Miske_6_4OUTBOTHWL
OUT
BOTHWL
INFILTRATION
BASIN 11
BTM:925.0 (8,500
S
F
)
926.0
927.9
928.4
BASIN 10
BTM: 926.5 (5,30
0
S
F
)
OUT:927.0
HWL:928.8
EOF:929.0
274+
5
0.
2
0
263+
0
0
264+00 265+00
266+0
0
267+00
268+00
269+0
0
270
+
0
0
271
+
0
0
272+00 273+00
274+
0
0
TWI
N
L
A
K
E
S
P
A
R
K
W
A
Y
1
8
7
T
H
941.
1
0
HP
???
931.7
933.2 934.7
936.2
937.7
939.2
940.7
940.
7
938.
9
937.1 935.3
933.5932.5
934.0
935.5
937.0
938.5 940.0
941.
1
939.
8
938.
0
936.2
934.4
???43+0044
+0
0
45
+0
046+0
0
47
+0
0
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP CL
EV
E
LAND
STRE
ET
(CO
.
RD
.
40
)
LAN
E
N
W
TWIN LAKES PARKWAY
#411
#412
#413
#414
#415
#416
#417 #418
#419
#420
#421
#422
#423 #424
#450
#449
#448
#447
#446#445
#444
#443 #458
#457
#456
#455
#454
#453
#452 #451
#425
#426
#441
#442 18
17
3
2
1
2
1
3 4 5 6
7
8
9
10 11
1
2 3 4
5
6
7
8
11
12
13
14
15
16
OUTLOT A
1
2
2
3
3
1
1
938.15HP938
.
6
3
HP 0+001+002+008+0
0
9+0
0
10+
0
0
1
1
+
0
012+0012+18.142000
2106
2106A
2107
2003
2004
2108
21092002 4400B
4400A
2001
2000
5150
59
52
55
60
53
54
49
48
8"
D
I
P
C
L
5
2
8" DI
P
C
L
5
2
8" DIP C
L
5
2
8" PVC Pipe
8" PVC Pip
e
8"
P
V
C
P
i
p
e
WET TAP &
CONNECT TO
EX 16" WM
22.5° BEND
22.5° BEND
11.3° BEND 22.5° BEND
22.5° BEND
2105
2104A
2104MATCHLINESEE SHEET C6.02SERV:0+99923.6
SERV:
0+55925.1
SERV:1+27926.0
SERV:1+81
926.93' RISER
SERV:0+18
927.94' RISER
SERV:0+78928.5
4' RISER SERV:1+41
929.45' RISER
SERV:0+64929.85' RISER
SERV:1+30
929.14' RISER
SERV:1+94927.8
SERV:0+26926.5
SERV:1+00925.27
SERV:0+56
925.2
SERV:1+34926.3
SERV:0+30927.94' RISER
SERV:0+10
929.85' RISER
SERV:
0+97929.84' RISER
SERV:
1+68928.6
SERV:2+40
927.3
SERV:0+52926.1
SERV:
3+01
SERV:2+30925.9
SERV:1+67926.8
SERV:0+76
927.6
SERV:0+12926.9
SERV:0+49924.2
SERV:0+03924.9
SERV:0+53925.5
SERV:
1+12926.3
SERV:0+36
926.87
SERV:0+90927.07
SERV:0+12922.0
SERV:
1+18920.7
8" X 6" REDUCER
CBOX:
941.6
CBOX:
935.7
CBOX:937.1
CBOX:938.1
CBOX:938.9
CBOX:939.9 CBOX:940.5 CBOX:
941.5
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:940.0CBOX:938.4
CBOX:937.2
CBOX:936.3
CBOX:936.9
CBOX:937.5
CBOX:938.3
CBOX:938.8
CBOX:937.8
CBOX:937.9
CBOX:938.8
CBOX:
939.6
CBOX:
939.0
CBOX:936.8
2003
2003A
TWIN LAKES PARKWAY
263+00.00 TO 274+50.20
900
910
920
930
940
950
960
900
910
920
930
940
950
960
263+50927.7927.72264+00929.6929.57264+50931.2931.25265+00931.6931.64265+50934.2934.21266+00934.2934.20266+50932.6932.65267+00933.9933.93267+50936.0936.00268+00936.9936.88268+50937.9937.93269+00938.0938.00269+50937.3937.34270+00936.1936.09270+50936.1936.07271+00936.1936.06271+50936.0936.00272+00935.0935.01272+50933.9933.87273+00932.7932.70273+50932.0932.03274+00932.0931.98274+50933.9933.91SMH 48
RE=933.2
IE=920.7 E
IE=920.6 NW
BUILD=12.7'
135 LF - 8"
PVC SDR 35 @ 0.40%
SMH 49
RE=935.2
IE=921.3 E
IE=921.3 S
IE=921.2 W
BUILD=14.1'
213 LF - 8"
PVC SDR 35 @ 0.40%
SMH 50
RE=938.5
IE=922.3 E
IE=922.2 W
BUILD=16.4'
148 LF - 8"
PVC SDR 35 @ 0.40%
SMH 51
RE=940.7
IE=923.0 SE
IE=922.9 W
BUILD=18.0'
250 LF - 8"
PVC SDR 35 @ 0.40%
SMH 52
RE=938.0
IE=924.1 E
IE=924.0 NW
BUILD=14.1'
106 LF - 8"
PVC SDR 35 @ 0.40%
SMH 53
RE=936.0
IE=924.5 W
BUILD=11.7'7.5' MIN COVEREND WM
IE-926.8
CONNECT TO
EX 16" WM
FIELD VERIFY
IE-925.80
8" DIP CL 52
8" DIP CL 52
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 934.6
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 941.1
HYD
6"GV
5 LF 6" DIP CL 52
HBOE: 936.7
15" STM XING
IE-928.9
15" STM XING
IE-930.6
15" STM XING
IE-931.3SEE SHEET C6.021+810+180+731+410+100+640+971+30199 LF - 8"
PVC SDR 35 @ 0.40%
8" X 8" TEE
8" X 6" TEE
8" X 8" TEE
8" X 16" TEE0+276" GATE VALVE 8" GATE VALVE
8" GATE VALVE
8" GATE VALVE 8" GATE VALVE8'X6" REDUCER
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
C6.03
SANITARY &
WATERMAIN
PLAN & PROFILE
- TWIN LAKES
PKWY E
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 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.
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
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
934.99
77'
TNH= ???
921.14
921.14
921.14
938.33
921.90
921.90
940.68
922.62
922.62
TNH=940.83
937.86
923.83
923.83
TNH=938.61
936.07
924.43
29'30'
42'
95'
21'
52'
50'
46'
82'
18'
40'40'
45'49'
21'
80'48'
65'
47'
42'47'
36'
47'
46'
25'
41'
89'
54'
17'
94'
40'
44'51'
48'
32'
82'
38'
40'
932.08
920.37
920.37
0.54%
0.57%0.36%0.49%0.48%0.57%