Miske8_5246+00247+00248+00249+00250+00251+00927.51LP0+001+002+003+00927.9929.3932.9939.0928.3930.8935.7928.96
HP
927.70
LP
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00 10+00
935.5 933.5
931.5
929.5
927.8
928.0
928.5 929.0 928.5
928.0 927.5
934.5 932.5
930.5
928.5
927.8
928.2 928.8
928.8 928.2 927.8EX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&WEX.S&W930.7932.7934.7936.7938.7931.7933.7935.7937.7939.7WBPWBPWBPWBPWBPWBPWBPWBPIVAN
H
O
E
188THAVENWCBOX:
941.7
CBOX:
940.2
CBOX:
938.6
CBOX:
937.0
CBOX:
935.6
CBOX:
935.0
CBOX:
936.3
CBOX:
937.5
CBOX:
938.7
CBOX:
939.9
CBOX:
941.1
931.4
CBOX:
929.6
SERV:
0+88
921.2
5'-RISER
SERV:
0+29
914.5
7'-RISER
CB 2403
FES 2400
FES 2500
STMH 2501
CBMH 2502
CBMH 2503
INSTALL NEW
HYDRANT
6" G.V.
12" x 6" TEE EX HYDRANT
12" x 6" TEE
6" G.V.
REMOVE WATER & SANITARY
SERVICE MUST BE
DISCONNECTED FROM THE
MAIN PER CITY STANDARDS
EXISTING WATER &
SANITARY SERVICE TO
REMAIN
REMOVE EX.HYD.
& CAP TEE
12" G.V.
12" X 12" TEE
12" G.V.0+001+002+003+00INFILTRATION
BASIN 9
BTM:922 (20,800 SF)
OUT: 924.0
HWL: 925.4
EOF: 928.5BOT
OUTHWL
CBOX:
929.5
SERV:
3+09
918.5
10'-RISER
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX.
SAN./WATER
SERVICE'S
EX HYDRANT
TO REMAIN
EX 12"
PLUG
CBMH 2402
CBMH 2401
STREET
TWINLAKESPARKWAYADJUST
EXISTING GATE
VALVE AS
NECESSARY
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY
LOWER EXISTING
SANITARY MANHOLE
CASTING APPROX. 0.1
FEET (CONTRACTOR TO
FIELD VERIFY)
ADJUST EXISTING
G.V. AS NECESSARY
OUTLOT C
123456
7
9
1
234
5
6
7
8
9
10
11
12
1
2
3
4
5
BLOCK 2
BLOCK 3
BLOCK 4
8
#470
#471
#472
#473
#474
#475
#489
#490
#491
#492
#493
#257#258#259#260#261#262
#263
#264
#265
#266
#267 #268 #269
#270
#263A1+01
920.9
6'-RISER
6" DIP
45°
BENDS
8"x6"
TEE INSULATE WATER
MAIN CROSSING
AT CB
51'
TNH=930.32
94'
32'54'
IVANHOE STREET
880
890
900
910
920
930
940
950
960
970
880
890
900
910
920
930
940
950
960
970
0+00935.5935.500+50934.5934.501+00933.5933.501+50932.5932.502+00931.5931.502+50930.5930.503+00929.5929.503+50928.5928.504+00927.8927.814+50927.7927.755+00928.0928.005+50928.2928.256+00928.5928.506+50928.7928.757+00929.0928.967+50928.8928.758+00928.5928.508+50928.3928.259+00928.0928.00-2.00%
0.50%-0.50%
EX SMH-10
RE=927.9
IE=907.4 N
IE=907.4 S
BUILD=20.6'
EX SMH-9
RE=928.1
IE=906.4 N
IE=906.4 S
BUILD=21.7'
EX SMH-8
RE=929.7
IE=906.2 N
BUILD=23.5'
EX SMH-7
RE=932.4
IE=912.9 E
IE=905.4 N
IE=905.4 S
BUILD=27.0'
EX SMH-6
RE=935.4
IE=905.0 W
BUILD=30.5'
150 LF - 12"
PVC @ 0.27%
160 LF - 12"
PVC SDR 26 @ 0.50%
202 LF - 12"
PVC SDR 26 @ 0.10%
400 LF - 12"
PVC SDR 26 @ 0.26%
EXIST.
STORM
X-ING
0+29 9'-RISEREXIST 12" DIP
EXIST 12" DIP
EXIST 12" DIP EXIST 12" DIP
EXISTING
GRADE
PROPOSED
GRADE
+65 HYD.+32 EX. HYD.REMOVE EXIST. HYD.
CAP TEE
+11 EX. HYD.EXIST.
HYD.EXIST.
HYD.+10 EX. HYD.3+09 10'-RISERSTORM
X-ING
HYD.
6" GV
(SEE CITY STD.
PLATE 3402,
SHEET C9.01)
INSULATE
W/ 3" MIN.
FOAMBOARD
SCALE IN FEET
0 10050
NORTH
Dec 18, 2023 - 11:06am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C6-RP-UTILITY.dwg
C6.04
UTILITY PLAN -
IVANHOE
STREET
Project
Location
Date Submittal / RevisionNo.
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
By
Designed:Drawn:
Approved:Initial Issue:
Phase:
Client
LGI HOMES-
Minnesota, LLC
2850 CUTTERS GROVE AVENUE
SUITE 207
ANOKA, MN 55303
MISKE
MEADOWS
EIGHTH
ADDITION
ELK RIVER, MN
JEB TPK/CE/JLB
ETL
CONSTRUCTION
06/30/2022
20460.80
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:06/30/202250475
Eric T. Luth
06/30/2022 CONSTRUCTION DOCUMENTS
6/08/2023 RECORD PLANS
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
8'x8'x4"
INSULATION PLANK
PHASE LINE
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/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 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.
CONTRACTOR SHALL COORDINATE WITH ERMU TO DETERMINE THE LOCATION OF ANY EXISTING WATERMAIN
VALVE BOXES WITHIN THE PROJECT THAT ARE CURRENTLY BURIED OR COVERED BY BLACKTOP. CONTRACTOR SHALL
WORK TO EXPOSE AND ADJUST AS NECESSARY TO MAKE THEM OPERABLE FOR ERMU
SAMBATEK, INC.
12/18/2023
C.W.HOULE, INC.
C.W.HOULE, INC.
COMPLETED BY:
DATE OF COMPLETION:
STREET/UTILITY CONTRACTOR:
GRADING CONTRACTOR:
RECORD PLAN NOTES
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.