Miske_6_1EXISTING GRAVEL ROADOUT
OUT
BOTBOTHWLHWL
INFILTRATION
BASIN 12
BTM:925.0 (12,200 SF)
OUT: 926.0
HWL: 928.0
EOF: 928.5OUTBOTHWL
O
U
T
B
O
T
HW
L
INFILTRATION
BASIN 9
BTM:922 (20,800 SF)
OUT: 924.0
HWL: 925.4
EOF: 928.5
INFILTRATION
BASIN 11
BTM:925.0 (8,500 SF)
OUT:926.0
HWL:927.9
EOF:928.4
INFILTRATION
BASIN 10
BTM: 926.5 (5,300 SF)
OUT:927.0
HWL:928.8
EOF:929.0
OUTBOT HWL
INFILTRATION
BASIN 15
BTM: 925.0 (16,000 SF)
HWL: 928.3
EOF:930.5
INFILTRATION
BASIN 16
BTM: 925 (1,000 SF)
OUT:927.0
HWL:928.6
EOF:930.5
BOT
HWL
OUTBOT
HWL
274+50
.
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928.5
EOF
927.9
EOF
928.5
#460
#461
#462
#463
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#408
#407
#406
#405
#376
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#416 #417 #418
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18
17
16
15
14
1312
11
10
9
8
7
6
5
4
3
2
1
2
1
3 4 5
6
7
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LP 0+001+002+003+004+00
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7+0
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9+0
0
10+
0
0
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+
0012+0012+18.142000
2106
2106A
2107
2003
2004
2108
2109
2002
2101
2102
4400B
4400A
2001
3000
2100
2000
2900
3001
290143
42
44
41
5145
50
59
52
55
58
60
40
53
54
46
49
57
56
48
47
EX SMH-7
2504
2505
2503
2502
2501
2500
20 LF -8" DIPCL 52 @ 2.70%
8" PLUG
STUB & POST
CORE DRILL & CONNECT
TO EX SAN MH W/ INSIDE DROP
8" D
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8" PVC
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8"
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CONNECT TO
EX 16" WM
22.5° BEND
22.5° BEND
11.3° BEND
22.5° BEND
22.5° BEND
2105
2104A
2104
2103
M
A
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C
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0
1 MATCHLINESEE SHEET C6.03MATCHLINESEE SHEET C6.02SERV:0+99923.6
SERV:0+61922.98' RISER
SERV:0+96927.811' RISERSERV:0+36926.711' RISER
SERV:1+86925.410' RISER
SERV:1+25924.29' RISER
SERV:1+56929.012' RISER
SERV:0+19930.313' RISER
SERV:0+79931.314' RISER
SERV:1+39932.515' RISER
SERV:0+03933.516' RISERSERV:1+26928.212' RISER
SERV:1+95929.713' RISER
SERV:0+75931.214' RISER
SERV:1+53932.715' RISER
SERV:0+27934.216' RISER
SERV:1+00935.817' RISER
SERV:0+95923.58' RISER
SERV:1+74924.99' RISER
SERV:0+48926.610' RISER
SERV:1+14935.215' RISER
SERV:1+96933.413' RISER
SERV:2+05932.513' RISER
SERV:0+95922.4 SERV:1+58921.0
SERV:0+55925.1
SERV:1+27926.0
SERV:1+81926.93' RISER
SERV:0+18927.94' RISER
SERV:0+78928.54' RISER SERV:1+41929.45' RISER
SERV:0+64929.85' RISER
SERV:1+30929.14' RISER
SERV:1+94927.8
SERV:0+26926.5 SERV:1+00925.27SERV: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+30925.9
SERV:1+67926.8
SERV:0+76927.6
SERV:0+12926.9
SERV:0+49924.2
SERV:0+03924.9
SERV:0+53925.5
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+84926.05
SERV:0+24926.36
SERV:0+80927.0
SERV:0+36926.87
SERV:0+90927.07
2000B-2
2000B
2000C-2
2000C
2000D-2
2000D
SERV:0+12922.0
SERV:1+18920.7
8" X 6" REDUCER
CBOX:938.3
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: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
SCALE IN FEET
0 200100
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
C6.00
OVERALL
UTILITY PLAN
UTILITY CONSTRUCTION NOTES
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
1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD
UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS
MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.
1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.
1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP
WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE
CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE
LIABILITY OF CONTRACTOR.
1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE
PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN CROSSINGS.
2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
2.2.ALL SANITARY SEWER TO BE PVC SDR-35 OR PVC SDR-26, UNLESS NOTED OTHERWISE.
2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SDR 26 CONFORMING TO ASTM D2665.
2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.
2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.
2.3.2.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY
STANDARDS.
2.4.FLEX-A-MAT OR APPROVED EQUAL SHALL BE USED AT ALL FLARED END OUTLETS.
3.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES
DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY
DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
4.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT
CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY
OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
5.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL
BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH
THE SOD.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH
AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE
MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE
MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
7.ALL TRENCH COMPACTION TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.
EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS
REQUIRED BY THE GEOTECHNICAL ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED TRENCH COMPACTION TESTS AND GEOTECHNICAL INSPECTIONS WITH THE
GEOTECHNICAL ENGINEER.
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:
COMPANY: HAUGO GEOTECHNICAL
ADDRESS: 13570 GROVE DRIVE #278, MAPLE GROVE, MN 55311
PHONE: 651-544-4829
DATED: 6/6/2016
CONTRACTOR SHALL OBTAIN A COPY OF THIS GEOTECHNICAL REPORT.
8.CONTRACTOR SHALL SUBMIT A COPY OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES
TO THE ENGINEER (ERIC LUTH, ELUTH@SAMBATEK.COM). CONTRACTOR SHALL ALLOW 5 WORKING DAYS
FOR SHOP DRAWING REVIEW.
9.DO NOT INSTALL ROD EXTENSIONS IN ANY OF THE VALVE BOXES.
10.END WATERMAIN CONSTRUCTION AT STA 260+35. END SANITARY SEWER CONSTRUCTION AT STA 264+93.
LEGEND
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
D
S S
SANITARY SERVICE
WATER SERVICE
PROPERTY LINE
D
S S
FUTURE
S E E
C 6.01S H E E TSEEC 6 .0 2
S H E E T S E E S H E E
T
C 6 .0 3
S
E
E
S
H
E
E
T
C 6 .04STORM
3000 STORM
2100
STORM
2900
STORM
2000
STORM
4400