Miske_6_2EXISTING GRAVEL ROADINFIL
T
R
A
T
I
O
N
BASI
N
9
BTM:
9
2
2
(
2
0
,
8
0
0
S
F
)
OUT:
9
2
4
.
0
HWL:
9
2
5
.
4
EOF:
9
2
8
.
5
OUT
BOT
HWL
246
+
0
0
247
+
0
0
248+
0
0
249+00
250+00
251+00 252+00
253+00
254+00
255+0
0
256+
0
0
257+
0
0
951.47
HP
6+007+008+009+0010+00951.4949.8947.9945.7941.0950.9948.
7
947.2943.5938.60+001+002+003+004+00935.5933.5931.5929.5927.8934.5932.5930.5928.5948.09
HP
930.
7
932
.
7
934.7
936.7
938.7
940.7 942.7
944.7
946.7
948.1 946.5
944.0
929.7
931
.
7
933.
7
935.7
937.7
939.7 941.7
943.7
945.7
947.7
947.6 945.2188THAVENWGRANTCOURTTWIN
LAKES
PARKW
A
Y
LAKES
PAR
K
W
A
Y
IVANHOESTREETIVANHOESTREETEO
F
92
8
.
5
#468
#469#470#471
#472
#473
#474
#488
#475
#476
#489
#490
#491
#492
#493 #494 #495
#496
#497
#498
#499
#500
#275
#466
#467
#465
#464
#264
#265
#501
#505
43
42
41
40
EX SMH-7
2504
2505
2503
2502
2501
2500
20 LF -8" DIPCL 52 @ 2.70%
8" PL
U
G
STUB
&
P
O
S
T
CORE
D
R
I
L
L
&
C
O
N
N
E
C
T
TO EX
S
A
N
M
H
W
/
I
N
S
I
D
E
D
R
O
P
8" PVC Pipe
MATCHLINESEE SHEET
C6
.02
SERV:0+61922.9
8' RISER
SERV:
0+96927.811' RISER
SERV:0+36926.7
11' RISER
SERV:1+86925.410' RISER
SERV:1+25924.2
9' RISER
SERV:1+56
929.012' RISER
SERV:0+19930.313' RISER
SERV:0+79931.314' RISER
SERV:1+39
932.515' RISER
SERV:
0+03933.516' RISER
SERV:
1+26928.2
12' RISER
SERV:1+95
929.713' RISER
SERV:0+75931.214' RISER
SERV:1+53932.715' RISER
SERV:0+27934.216' RISER
SERV:
1+00935.817' RISER
SERV:0+95
923.58' RISER SERV:1+74924.99' RISER
SERV:0+48926.610' RISER
SERV:1+14935.215' RISER
SERV:1+96933.413' RISER
SERV:2+05
932.513' RISER
TWIN LAKES PARKWAY
246+00.00 TO 254+50.00
900
910
920
930
940
950
960
900
910
920
930
940
950
960
246+50935.4935.39247+00932.7932.73247+50935.2935.22248+00938.6938.62248+50941.1941.08249+00941.9941.88249+50943.7943.73250+00947.7947.66250+50951.3951.32251+00952.1952.06251+50945.5945.47252+00939.3939.27252+50937.2937.23253+00937.2937.17253+50936.6936.59254+00934.8934.77EX SMH-7
RE=932.4
IE=905.4 N
IE=905.4 S
BUILD=27.0'
SMH 40
RE=936.7
IE=913.8 E
IE=913.7 W
BUILD=23.1'
210 LF - 8"
PVC SDR 26 @ 0.40%
199 LF - 8"
PVC SDR 26 @ 0.40%
SMH 41
RE=940.7
IE=914.7 NE
IE=914.6 W
BUILD=26.2'
199 LF - 8"
PVC SDR 26 @ 0.40%
SMH 42
RE=944.7
IE=915.6 NE
IE=915.5 SW
BUILD=29.2'
205 LF - 8"
DIP SDR 26 @ 0.40%CORE DRILL AND CONNECT TO
EX. MH @ IE=912.9
INSTALL 7.5' INTRAFLOW
INSIDE DROP TO IE=905.4
FIELD VERIFY 7.5' MIN COVERFUTURE STM XING
IE-932.5
FUTURE STM XING
IE-937.7
FUTURE 8" DIP CL 52
SEE SHEET C6.020+610+951+251+741+860+360+480+961+261+561+950+190+750+791+531+390+031+000+272.00%
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
C6.01
SANITARY &
WATERMAIN
PLAN & PROFILE
- TWIN LAKES
PKWY W
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 FORTHE 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 WITHOUTAPPROVAL 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
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
943.70
915.15
915.15939.45
914.26
914.26935.66
913.54
913.54
0.30%0.36%0.45%