Miske8_3OUT
BOT
HWL
OUT
BOT
HWL
INFILTRATION
BASIN 13
BTM: 907.5 (2,900 SF)
OUT:908.5
HWL:909.9
EOF:910.0
INFILTRATION
BASIN 14
BTM:907.0 (3,350 SF)
OUT:908.0
HWL:908.8
EOF:909.3
231+00
232+00
233+
0
0
234+
0
0
235+0
0
236+00 237+00 238+00 239+00 240+00 241+00
242+00
243+0
0
915.58
HP
911.6
3
LP
912.95
LP
914.9
914.0
913.
0
912.0
911.7
913.4 915.3 915.1 914.1 913.0 913.7
917.0
922.0
915.4
914.4
913.5
912.
5
911.7
912.4
914.4 915.6 914.6 913.5 913.0 915.0
919.5
924.
5
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
WBP
TWIN LAKES PARKWAY
FUTURE DEVELOPMENT
CBOX:
927.7
CBOX:
925.7
CBOX:
914.9
CBOX:
915.5
CBOX:
916.1
CBOX:
915.4CBOX:
914.2
CBOX:
913.1
SERV:
2+46
905.5
SERV:
0+05
903.7
SERV:
0+26
904.2
SERV:
0+91
905.4
SERV:
1+81
905.9
SERV:
0+58
904.9
SERV:
0+90
915.7
FES 3100
FES 3101
FES 2600
FES 4000
FES 4001
FES 2700
STMH 2701
HYDRANT
6" G.V.
12" x 6" TEE
EX HYDRANT
12" x 6" TEE
6" G.V.
EX. 12" G.V.
PER CITY
RECORD PLANS
RELOCATE EX HYDRANT
TO STA 240+75
8" x 6" TEE
6" G.V.
EX. G.V.
ADJUST EXISTING 12"
GATE VALVE AND RAISE
TO GRADE AS
NECESSARY PER CITY
RECORD PLANS/
SPECIFICATIONS
ADJUST EXISTING GATE
VALVE AND HYDRANT
AS NECESSARY PER CITY
SPECIFICATIONS
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY
ADJUST EXISTING SANITARY
MANHOLE AND CASTING AS
NECESSARY
ADJUST EXISTING
SANITARY MANHOLE
AND CASTING AS
NECESSARY
ADJUST EXISTING 12" GATE
VALVE AND RAISE TO GRADE AS
NECESSARY PER CITY RECORD
PLANS/SPECIFICATIONS
PROPOSED TROTT BROOK
CULVERT CROSSING
TWO - 65"x40"
ARCH PIPE
X-ING'S
CBOX:
914.9 CBOX:
917.5
CBOX:
917.4
CBOX:
917.8 CBOX:
916.5
CBOX:
917.8
1
OUTLOT B
2 3
4 5
6
12
13
OUTLOT A
BLOCK 1
#478
#479
#480
#481#482
#483#484#485
REMOVE
EXIST. 8" GV'S
AND PLUG
(PER CITY
RECORD PLAN)
BULKHEAD
EXIST WM
& ABANDON
IN PLACE
EXIST. WAT
E
R
M
A
I
N
BULKHEAD
EXIST WM
& ABANDON
IN PLACE
CONNECT TO EX. 12" WM
22.5°
BEND
CONNECT TO
EXIST. 12"
WM
22.5°
BEND
CONNECT TO
EXIST. 12" WM
22.5°
BEND
11.25°
BEND
HYDRANT
6" G.V.
12" x 6" TEE
12" x 6" TEE
REMOVE
EXIST.
6" WM &GV
(FIELD VERIFY)REMOVE
EXIST.
SAN. STUB
(FIELD VERIFY)
SERV:
1+07
909.4SERV:
0+43
909.2
SERV:
2+51
909.1SERV:
1+79
908.8
SERV:
1+59
908.8
SERV:
0+91
908.5
SERV:
0+26
907.2
SERV:
2+14
908.0
SERV:
1+17
907.6
SERV:
0+41
907.3 CBOX:
914.0
CBOX:
914.1
CBOX:
918.0
CBOX:
918.3
REMOVE
EXIST. 12" GV
and MH
(FIELD VERIFY)
REMOVE
EXIST. 12" WM
(PER CITY
RECORD PLAN)
REMOVE
EXIST. 12" GV'S
(PER CITY
RECORD PLAN)
91'
TNH=919.39
TNH=916.2843'
121'
52'
100'
113'
25'80'73'129'
116'122'96'
68'33'65'
99'
71'
42'58'107'58'72'
108'133'
67'71'
54'
106'
51'
40'
68'
TWIN LAKES PARKWAY
880
890
900
910
920
930
940
950
880
890
900
910
920
930
940
950
232+50912.5913.47233+00912.6912.98233+50906.4912.49234+00900.7912.00234+50906.8911.70235+00909.9911.72235+50913.2912.40236+00913.5913.40236+50913.9914.40237+00914.9915.33237+50915.8915.56238+00915.1915.11238+50914.2914.58239+00913.8914.06239+50913.7913.53240+00913.5913.03240+50913.5913.03241+00913.6913.70241+50914.9915.02242+00916.9917.00242+50919.1919.49243+00918.2922.00243+50919.0924.51-0.98%
-0.60%
5.02%
2.00%-1.05%
EX SMH-5A
RE=924.9
IE=904.3 N
IE=904.3 E
IE=904.3 W
BUILD=20.6'
EX SMH-5
RE=913.6
IE=903.6 E
IE=903.6 W
BUILD=10.0'
EX SMH-4
RE=914.8
IE=902.7 E
IE=902.7 W
BUILD=12.1'
EX SMH-3
RE=912.8
IE=901.6 E
IE=901.6 S
BUILD=11.2'
253 LF - 12"
PVC Pipe @ 0.44%
270 LF - 12"
PVC Pipe @ 0.35%
259 LF - 12"
PVC Pipe @ 0.26%
EXIST.
STORM
X-ING
EXISTING
GRADE
OVER
EX. SMH-5A
PROPOSED
GRADE
EXIST 12" DI
P
EXIST 12" DIPEXIST 12" DIP
+75 HYD.+26 EX. HYD.EXIST. HYD.
RELOCATE TO
STA: 240+75
HYD.
6" GV
12 LF 6" DIP
(SEE CITY STD. PLATE 3402,
SHEET C9.01)
STORM
X-ING
EX.
STORM
X-ING
PROPOSED TROTT BROOK
CULVERT CROSSING
TWO 65"x40" ARCH PIPE
MAINT. 7.5'
MIN. COVER
OVER WM
TIE INTO EXIST
12" DIP
WATERMAIN
TIE INTO EXIST
12" DIP
WATERMAIN
12" DIP CL 52 WATERMAIN
12" DIP CL 5
2
W
A
T
E
R
M
A
I
N
4" OF INSULATION CONTINUOUS
AROUND ENTIRE WATERMAIN
BENDS AND CROSSING
SMH 84
RE=924.5
IE=914.5 NE
BUILD=10.0'
12" DIP C
L
5
2
W
A
T
E
R
M
A
I
N
STORM
X-ING
HYD.
6" GV
(SEE CITY STD.
PLATE 3402,
SHEET C9.01)+75 HYD.CONNECT TO EXISTING 12" WM
MAINT.
MIN. 1.6'
OF COVER
OVER ARCH
PIPE 4.9'INSULATE
W/ 3" MIN.
FOAMBOARD
LOWER WM
MIN. 18" UNDER
STORM STRUCTURE
TO AVOID
CONFLICT
924.10
914.70
9.4
Dec 18, 2023 - 10:17am - User:tkeeley L:\PROJECTS\20460.06\CAD\Record Plan\Miske Meadows 8th Addition Record Plans\20460.80 - C6-RP-UTILITY.dwg
C6.02
UTILITY PLAN
TWIN LAKES
PARKWAY
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.
SCALE IN FEET
0 10050
NORTHSEE SHEET C6.03SEE SHEET C6.03CONTRACTOR 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.