MISKE7_21_3188TH AVENUE NW
-1+00.00 TO 9+00.00
900
910
920
930
940
950
960
970
900
910
920
930
940
950
960
970
-0+50 0+00927.9927.930+50928.5928.341+00929.9929.341+50931.9930.772+00933.9932.902+50935.9935.723+00937.9938.963+50941.9942.214+00953.9945.464+50959.7948.215+00962.8950.125+50963.0951.206+00961.7951.456+50956.3950.867+00949.2949.787+50944.6948.698+00937.0947.958+50929.8947.2168
RE=951.4
IE=939.4 NW
BUILD=12.0'
198 LF - 8"
PVC SDR 35 @ 2
.
9
8
%
67
RE=945.5
IE=933.6 SE
IE=933.5 NW
BUILD=12.0'
270 LF - 8
"
PVC SDR 3
5
@
5
.
7
0
%
66
RE=930.1
IE=918.1 SE
IE=918.0 W
BUILD=12.0'
128 LF - 8"
PVC SDR 35 @ 1.79%
8" DIP CL
5
2
8" DIP CL 52
11.3° BEND
8" X 8" TEE
8" X 6" TEE
8" X 6" TEE
11.3° BEND
22.5° BEND11.3° BEND
HYD
6"GV
10 LF 6" DIP CL 52
HBOE: 945.9
CONNECT TO EXISTING 8" WATERMAIN
ELEV=920.43
(FIELD VERIFY)
FUTURE
EXISTING7.5' MIN COVERHYD
6"GV
8 LF 6" DIP CL 52
HBOE: 951.7
HYD
6"GV
8 LF 6" DIP CL 52
HBOE: 947.4
8" X 6" TEE
8" DIP CL 52END UTILITY CONSTRUCTIONPROP. STM XING
IE-935.0
8" SAN XING
IE-916.5
EX SMH 10
RE=927.9
IE=907.4 N
IE=907.4 S
BUILD=20.6'
BULKHEAD AND ABANDON
EXISTING SANITARY SEWER
STUB PER CITY SPECIFICATIONS
PROP. STM XING
IE-923.5
CORE DRILL AND CONNECT TO
EX. MH @ IE=915.69
INSTALL 8.3' INTRAFLOW
INSIDE DROP TO 907.40
(FIELD VERIFY)
11.3° BEND
8" GATE VALVE
8" GATE VALVE
INSULATE
WATERMAIN
927.86
907.35
907.35
20.5'
929.94
917.82
917.82
12.1'
945.22
925.67
925.67
19.6'
951.26
939.26
12.0'
197
6.90%
269
129
2.92%
COULD NOT FIELD
VERIFY IE ELEV.1.65 INFILT
R
ATI
O
N
BASIN
9
BTM:9
22 (
20,8
0
0 SF)
OUT: 9
2
4.
0
HWL: 92
5.
4
EOF: 9
2
8.
5 253+00254+00255+00256+00257+00258+00951.47
HP927.5
1
LP0+00
1+00
2+00 3+00 4+00
5+00
6+00
7+00
8+00
927.9
929.3
932.9 939.0 945.5
950.1
951.
4
949.8
947.9
928.3
930.8 935.7 942.2 948.2
951.2
950.9
948.7
947.2
928.96
HP927.
3
2
L
P
927.
3
2
L
P
7+
0
0
8
+
0
0
9
+
00
10
+
0
011+
0012+009
2
9
.
0
9
2
8
.
5
9
2
8
.
0
9
2
7
.
5927
.7930.59
2
8
.8
9
2
8
.
8
9
2
8
.
2
9
27
.8
9
2
7
.
3928.8
IVANHO
E
DR
IV
E 948.09
HP
944.7946.7948.1946.5944.0941.5945.7947.7947.6945.2942.7188TH
WBP
WBP
WBP
WBP
WBP
AVE NW
188T
H
AVE NW
GRANTTWIN
TWINLAKESPARKWAYEOF
927.9
#468
#469 #499#275 #466
#467
#465#464
#296#297#298#299#254
#256
#257
#258
#259#255
#266#267#268#269#270#271
#272 #273 #274#300#301
#302
#303
#304
945.23SAN SERV
947.77
SAN SERV
947.51
SAN SERV
945.65
SAN SERV
943.85
SAN SERV
944.10SAN SERV
0+00
1+00
2+00 3+00 4+00
5+00
6+00
7+00
8+00 43
42
44
2301
2000D
2000E
2303
2302
2300
68
67
66
1601
1605
1602
1603
1604
2203
8" PVC SDR 35
8" DIP CL 52 8" PVC SDR 35CBOX:
929.8
CBOX:930.9 CBOX:932.8
CBOX:936.5 CBOX:941.5
CBOX:945.1 CBOX:948.3 CBOX:950.9
CBOX:
952.1
CBOX:951.1
CBOX:
947.6CBOX:942.6
CBOX:
938.0
CBOX:947.2
CBOX:945.4 CBOX:944.4
CBOX:951.9
SERV:1+73939.8
SERV:1+00939.0
SERV:0+18
937.4SERV:2+00930.4
SERV:1+33925.9
SERV:0+60917.7
SERV:1+22919.1
SERV:0+35
920.7
SERV:1+00924.3
SERV:1+91929.2
SERV:2+30
932.9
SERV:0+15938.3
SERV:0+76
938.5 SERV:1+39
940.1
8" DIP CL 52
8'x8'x4"
INSULATION
(TYP.)
EX SMH-10
1607
TOP OFWATERMAIN= 939.3
32'
74'
TNH=954.18
TNH=948.68
74'22'
40'
23'
43'
27'45'26'16'36'68'24'39'
59'
44'
53'81'
36'
47'40'
40'22'
39'
42'
39'
33'
48'
55'
39'
32'
TNH=950.72
Oct 12, 2021 - 11:21am - User:tkeeley L:\PROJECTS\20460.70\CAD\Record Plans\Miske Meadows 7th Addition Record Plan Sheets\20460.70-RP-C6-UTILITY.dwg
C6.04
UTILITY PLAN -
188TH AVENUE
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