HomeMy WebLinkAbout2025-04-03 Hobb Exc - Emailing Updated Civil PlansFrom:Jim Warzonek
To:Andrew Kegley; Julie Hultman; nolanj@americanliberty.biz
Cc:Jacob Rife; "Lee Mann"; "Jennifer Oehler"; tim.parkos@washingtoncountymn.gov
Subject:FW: Oak Park Heights Well No. 3 - 173420138
Date:Wednesday, April 2, 2025 3:03:30 PM
Attachments:image003.png
173420138_oak_hills_civil_rev01_2025-04-01.pdf
Andrew and others –
The Engineer has provided some most recent drawings, see attached.
I am sharing with you for your files and records.
Regards…Jim…
Jim Warzonek
Cell: 763-276-0624
Fax: 763-241-8624
Off: 763-241-3908
From: nolanj@americanliberty.biz <nolanj@americanliberty.biz>
Sent: Wednesday, April 2, 2025 9:23 AM
To: jim@hobs-excavating.com
Subject: FW: Oak Park Heights Well No. 3 - 173420138
Jim,
Attached are some updated civil plans. See email below from the engineer. They moved the
building about 10 feet to south to clear the car dealerships utilities, and they moved the gate valve
at the connection point. The connection point did not move, only the gate valve. Maybe you want
to send these to the county to show them the new valve location.
Thanks,
Nolan Jacobson
American Liberty Construction, Inc.PO Box 547, 6011 Lone Oak Road
Rockford, MN 55373
Office: 763.477.9900 | Fax: 763.477.9600 | Mobile: 763.227.6286
www.americanlibertyconstruction.com
From: Kirschenman, Daryl <Daryl.Kirschenman@stantec.com>
Sent: Wednesday, April 2, 2025 7:30 AM
To: nolanj@americanliberty.biz
Subject: FW: Oak Park Heights Well No. 3 - 173420138
Nolan,
On the site plans, We slide the Pump Facility south about 10 feet to exceed the 50 foot limit from the
Sanitary Service
To the car dealer.
Also show the valve about 20 feet from the Tee cut in.
This is a big site, I don’t’ think moving the well Center impacts the project.
Originally I thought the Sanitary and water Stub at the culdesac were for future buildings.
I did not realize the car dealership water and sewer cut across this lot.
Have you had any discussions with Hobbs on an early morning cut in?
Daryl Kirschenman, PE
Senior Project Manager
Direct: 612-712-2069
Mobile: 612 240-7402
Daryl.Kirschenman@stantec.com
Stantec
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written
authorization. If you are not the intended recipient, please delete all copies and notify us immediately.
From: Kirschenman, Daryl
Sent: Wednesday, April 2, 2025 6:36 AM
To: Andrew Kegley <akegley@cityofoakparkheights.com>; Mann, Lee <Lee.Mann@stantec.com>
Cc: Hirsch, Michael <Michael.Hirsch@stantec.com>; Roeber, Daniel <Daniel.Roeber@stantec.com>;
Unke, Adam <Adam.Unke@stantec.com>; Janovec, Mark <Mark.Janovec@stantec.com>
Subject: FW: Oak Park Heights Well No. 3 - 173420138
Andrew/Lee,
Attached are revised Pump Facility No. 3 Plan sheets with the building moved south 10 feet to maintain
more than 50 feet from the Sanitary Sewer service.
The valve at 58th and Memorial is moved just north of the buried cable. Approximately 20. Feet.
Dan,
The center of well coordinate is on Sheets C001, and C101.
Use these revised sheets to create stake out files.
Still discussing with the contractor possible schedule for this work.
Daryl Kirschenman, PE
Senior Project Manager
Direct: 612-712-2069
Mobile: 612 240-7402
Daryl.Kirschenman@stantec.com
Stantec
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written
authorization. If you are not the intended recipient, please delete all copies and notify us immediately.
POINT LAT/LONG DATA
POINT NUMBER
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RAW DESCRIPTION
CENTER OF WELL
NORTHEAST CORNOR
NORTHWEST CORNOR
SOUTHWEST BULDING CORNOR
SOUTHEAST BUILDING CORNOR
NORTH
205385.62
205359.82
205395.82
205395.82
205359.82
EAST
495314.81
495327.17
495327.17
495308.50
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EDA AWARD NUMBER ED23CHI0G0094
BID SET 7/8/24
N
EXISTING PROJECT SIGNS
FOR EDA AND PFA
INSTALLED BY WELL DRILLER
EXISTING SANITARY SEWER
EXISTING PROPERTY LINE
POTENTIAL WATER
PLANT LOCATION, 40'x50'
EXISTING DRAINAGE AND
UTILITY EASEMENT
POTENTIAL WATER
TOWER LOCATION, 80' DIA.
WELL NO. 3
E: 495314.806
N: 205385.620
30
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P
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DRAIN MANHOLE
SEE DETAIL 1/C501
CONSTRUCTION LIMITS
SILT FENCE
GENERATOR CONCRETE PAD
SEE DETAIL 2/C501
VERIFY PAD DIMENSIONS
MINIMUM PAD SIZE 6' X 16' X 1'-6"FFE 944.5
943.7
(MATCH)
943.1
(MATCH)
944.1 944.1
944.1 944.0
943.9SL
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1 REV. NO. 1 04/01/25
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6
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MEMORIAL AVENUE NORTH
30
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P
O
W
E
R
EA
S
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M
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T
30
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P
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S
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WM
WM
S
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C91058
939.60
COMM PED
C91059
939.49
COMM PED
C91075
943.64
COMM PED
C91076
943.07
COMM PED
C91092
939.18
COMM PED
C91093
939.07
COMM PED
C91122
937.51
COMM PED
C91207
941.13
COMM PED
91924
941.46
POLE LIGHT
S
SS
S
C92596
938.87
COMM PED
C92597
942.20
COMM PED
CL
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CL
V
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CL
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92951
939.82
POLE LIGHT
93019
945.15
POLE LIGHT
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939.60
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939.49
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943.64
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943.07
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939.18
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939.07
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C91122
937.51
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941.13
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938.87
COMM PED
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942.20
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POLE LIGHT
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POLE LIGHT
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939.60
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C91059
939.49
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C91075
943.64
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C91076
943.07
COMM PED
C91092
939.18
COMM PED
C91093
939.07
COMM PED
C91122
937.51
COMM PED
C91207
941.13
COMM PED
91924
941.46
POLE LIGHT
S
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C92596
938.87
COMM PED
C92597
942.20
COMM PED
CL
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939.82
POLE LIGHT
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EDA AWARD NUMBER ED23CHI0G0094
BID SET 7/8/24
EXISTING CONTOURS
PROPOSED CONTOURS
1 REV. NO. 1 04/01/25
1
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5
8
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8
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1
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6
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MEMORIAL AVENUE NORTH
30
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P
O
W
E
R
EA
S
E
M
E
N
T
30
'
P
O
W
E
R
E
A
S
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4
944
94
4
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4
4
94
4
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H
S
T
R
E
E
T
TE
L
E
TE
L
E
91040
939.05
TELE BURIED ELTE
L
E
91042
937.90
TELE BURIED BL
TE
L
E
91044
938.86
TELE BURIED
TE
L
E
91045
939.76
TELE BURIED
TE
L
E
91046
938.42
TELE BURIED
TE
L
E
91050
938.86
TELE BURIEDTE
L
E
91052
939.82
TELE BURIED
TE
L
E
91053
939.90
TELE BURIED
TE
L
E
91055
939.16
TELE BURIED
TE
L
E
91056
939.50
TELE BURIED
TE
L
E
91057
939.65
TELE BURIED
TE
L
E
91061
940.06
TELE BURIED
TE
L
E
91062
939.95
TELE BURIED
TE
L
E
91063
939.73
TELE BURIED
TE
L
E
91064
940.70
TELE BURIED
TE
L
E
91065
939.92
TELE BURIED
TE
L
E
91066
940.66
TELE BURIED
TE
L
E
91067
941.10
TELE BURIED
TE
L
E
91068
941.85
TELE BURIED
TE
L
E
91069
941.17
TELE BURIED
TE
L
E
91070
941.49
TELE BURIED
TE
L
E
91071
943.16
TELE BURIEDTE
L
E
91072
943.12
TELE BURIED
TE
L
E
91073
942.16
TELE BURIED
TE
L
E
91074
943.79
TELE BURIED EL
TE
L
E
91077
943.21
TELE BURIED EL
TE
L
E
OP
T
I
C
91078
944.81
FO BURIED BL
TE
L
E
OP
T
I
C
91079
943.40
FO BURIED
TE
L
E
OP
T
I
C
91080
942.53
FO BURIED
TE
L
E
91081
941.80
TELE BURIED BL
TE
L
E
91082
941.61
TELE BURIEDTE
L
E
OP
T
I
C
91083
942.17
FO BURIED
TE
L
E
OP
T
I
C
91084
942.06
FO BURIED
TE
L
E
91085
942.17
TELE BURIED EL
TE
L
E
OP
T
I
C
91086
941.67
FO BURIED
TE
L
E
OP
T
I
C
91087
940.49
FO BURIED
TE
L
E
OP
T
I
C
91088
939.87
FO BURIED
TE
L
E
OP
T
I
C
91089
939.68
FO BURIED
TE
L
E
OP
T
I
C
91090
939.34
FO BURIED
TE
L
E
OP
T
I
C
91091
939.18
FO BURIED EL
TE
L
E
91094
939.20
TELE BURIED BL
TE
L
E
91095
942.17
TELE BURIED
TE
L
E
91096
942.27
TELE BURIED
TE
L
E
91097
939.50
TELE BURIED ELTE
L
E
91098
939.75
TELE BURIED BL
TE
L
E
91099
942.35
TELE BURIED
TE
L
E
91100
939.30
TELE BURIED EL
TE
L
E
91101
939.14
TELE BURIED BL
TE
L
E
91102
939.15
TELE BURIED BL
TE
L
E
OP
T
I
C
91103
939.92
FO BURIED BL
TE
L
E
OP
T
I
C
91104
940.36
FO BURIED BL
TE
L
E
91105
940.20
TELE BURIED
TE
L
E
91106
940.57
TELE BURIED
TE
L
E
91107
939.30
TELE BURIED
TE
L
E
OP
T
I
C
91108
939.04
FO BURIED
TE
L
E
91109
938.83
TELE BURIED
TE
L
E
91110
938.08
TELE BURIED
TE
L
E
91111
938.03
TELE BURIED
TE
L
E
OP
T
I
C
91112
938.05
FO BURIED
TE
L
E
OP
T
I
C
91113
938.59
FO BURIED
TE
L
E
91114
938.72
TELE BURIED
TE
L
E
91115
938.58
TELE BURIED
TE
L
E
91116
938.02
TELE BURIED
TE
L
E
91117
938.20
TELE BURIED
TE
L
E
OP
T
I
C
91118
938.22
FO BURIED
TE
L
E
OP
T
I
C
91119
937.75
FO BURIED
TE
L
E
91120
937.60
TELE BURIED
TE
L
E
91121
937.77
TELE BURIED
TE
L
E
TE
L
E
TE
L
E
91190
939.87
TELE BURIED
TE
L
E
91191
937.49
TELE BURIED EL
TE
L
E
91208
941.09
TELE BURIED BL
TE
L
E
91209
941.90
TELE BURIED
TE
L
E
91210
939.05
TELE BURIED EL
TE
L
E
91212
941.07
TELE BURIED BL
TE
L
E
91213
941.66
TELE BURIED
TE
L
E
91214
941.26
TELE BURIED
TE
L
E
91215
936.70
TELE BURIED
TE
L
E
91216
940.68
TELE BURIED
WM
WM
S
S
C91058
939.60
COMM PED
C91059
939.49
COMM PED
C91075
943.64
COMM PED
C91076
943.07
COMM PED
C91092
939.18
COMM PED
C91093
939.07
COMM PED
C91122
937.51
COMM PED
C91207
941.13
COMM PED
91924
941.46
POLE LIGHT
S
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942.20
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N00°18'28"E
174.66
176.12
N
0 40 80
SCALE IN FEET
C
W
CONSTRUCTION ENTRANCE / EXIT
DITCH CHECK - BIOLOG
CONCRETE WASHOUT
MACHINE SLICED SILT FENCE
EROSION CONTROL LEGEND
INLET PROTECTION
NOTES:
1.CONTRACTOR TO PLACE INLET PROTECTION AT
NEAREST DOWNSTREAM CATCH BASIN(S)
2.INSTALL TEMPORARY SILT FENCE PER CITY DETAIL
PLATE ERO-1C, SEE SHEET C501
3.INSTALL TEMPORARY ENTRANCE PER DETAIL, SEE
SHEET C501
4.COMPLY WITH LAND DISTURBANCE PERMIT. SITE
SHALL BE INSPECTED BY CERTIFIED PERSON EVERY
SEVEN DAYS AND WITHIN 25 HOURS OF 0.5"
RAINFALL EVENT.
5.CONSTRUCTION ENTRANCE SHALL BE MAINTAINED
TO PREVENT TRACKING SEDIMENT ONTO PUBLIC
ROADWAYS.
6.PROVIDE TEMPORARY SEEDING OR OTHER
STABILIZATION WITHIN 7 DAYS OF LAST
DISTURBANCE OF ANY AREA OF SITE.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
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WA
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4
EDA AWARD NUMBER ED23CHI0G0094
BID SET 7/8/24
SILT FENCE
TEMPORARY CONSTRUCTION
ENTRANCE
C201
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7
4
4
1 REV. NO. 1 04/01/25
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C-B
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C-B
C-B
C-B
C-B
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149'-8" PVC @ 0.41%
233'-8" PVC @ 0.40%
200'-8" PVC @ 0.80%
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
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173420138
73
3
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4
EDA AWARD NUMBER ED23CHI0G0094
BID SET 7/8/24
N
0 25'50'
920
930
940
950
920
930
940
950
490' - 12" PVC WATERMAIN
MEMOR
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N
O
R
T
H
58
T
H
S
T
R
E
E
T
MEMORIAL AVE NORTH PROPOSED WATERMAIN
PROPOSED 12" PVC WM.
MAINTAIN 10' SEPARATION BETWEEN NEW
WATERMAIN AND EXISTING SANITARY
SEWER12" 22.5° BEND
12" 11 1
4 ° BEND
CONNECT TO EXISTING
12" DIP WATERMAIN
WITH 12"X12" TEE
CONTRACTOR TO
VERIFY EXISTING
LOCATION
12" 45° BEND (2)
12" X 12" TEE
12"X6" TEE, 30 LF - 6"
PVC WM, HYDRANT
AND 6" GV AND BOX
PROPOSED WELL
PUMP FACILITY NO. 3
ROW
20 LF - 12" PVC WM
12" PLUG
SEE SHEET D301 FOR
PUMP FACILITY
CONNECTION
EXISTING 6" DIP
WATER SERVICE
EXISTING GROUND
PROFILE OVER
WATERMAIN
CONNECT TO EX. WM.
CONTRACTOR TO
FIELD VERIFY SIZE,
MATERIAL, AND
ELEVATION
12" GV & BOX (2)
PROTECT EXISTING BITUMINOUS
ROADWAY
C401
WA
T
E
R
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
MHL
DLK
DLK
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
DA
R
Y
L
L
.
K
I
R
S
C
H
E
N
M
A
N
24
7
4
4
1" CORP STOP
1" WATER SERVICE
FIELD LOCATE 12" GV AND BOX
NORTH OF BURIED CABLE
1 REV. NO. 1 04/01/25
1
1
1