HomeMy WebLinkAbout11B High Pointe
HIGH POINTE
26
OF
1
0021593.00
ALLALL
SHEETS
SHEET:
03/12/2020
PROJECT NUMBER:
SITE
REVISION
(NOT TO SCALE)
Vicinity Map
INITIAL SUBMITTAL DATE:
COTTAGE GROVE, MINNESOTA
CONSTRUCTION PLANS FOR SANITARY SEWER, WATER MAIN,STORM SEWER AND STREETS FOR
HIGH POINTE
CITY COMMENTSCITY COMMENTS........
........
DATE
04/21/2005/22/20
1234
NO.
WPS POINT #300 VERTICAL DATUM:
POINT #7007EL. = 785.19 CSGPS MAG IN BIT PATH (TRAIL ON SW QUAD OF ROUNDABOUT)EL. = 975.20SEC. 6)
BENCHMARKS MnDOT CONTROL POINT "HUTCHINSON"HORIZONTAL DATUM:1983NAD (1986ADJ) WASHINGTON COUNTY COORDINATE SYSTEMIN US SURVEY FEET (CALIBRATED TO THE EAST QUARTER CORNER OF1988 NAVD
IN US SURVEY FEET (CALIBRATED TO MnDOT CONTROLPOINT "HUTCHINSON" POINT #7007
CoverOverallTrail Plan
Sheet Title Public Sanitary Sewer and Watermain Construction PlanPublic Sanitary Sewer and Watermain Construction PlanPublic Backyard WatermainPrivate Street & Storm Sewer Construction
PlanPrivate Street & Storm Sewer Construction PlanPrivate Backyard Storm SewerMnDOT Pedestrian Ramp DetailsMnDOT Pedestrian Ramp DetailsMnDOT Pedestrian Ramp DetailsMnDOT Pedestrian
Ramp DetailsMnDOT Pedestrian Ramp DetailsMnDOT Pedestrian Ramp DetailsIntersection DetailsIntersection DetailsDetailsDetailsDetailsDetailsDetailsDetailsStreet Lighting PlanSignage PlanSidewalk
Plan
123479
568
1121
1213151719202223242526
10141618
Sheet Number
SHEET INDEX
0021593.00
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
DAVE KLEE
FRANCIS D HAGEN II
952-985-7837
DRKLEE@DRHORTON.COM
(952) 937-5150(952) 937-5822(888) 937-5150
PhoneFax
CONTACT:
20860 KENBRIDGE COURT, SUITE 100CONTACT:
COTTAGE GROVE, MINNESOTA
PREPARED FOR:DR HORTON, INC. - MINNESOTA LAKEVILLE, MINNESOTA 55044PHONE: EMAIL: PREPARED BY:PROJECT NUMBER:
SANITARY SEWER, WATER MAIN,STORM SEWER AND STREETS
CONSTRUCTION PLANS FORFOR
HIGH POINTE
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-CV01.DWG
HIGH POINTE
150'
26
OF
WATER MAIN
SANITARY SEWERSTORM SEWERDRAIN TILEHYDRANT
100'
05/22/20
50'
Common Ground Alliance
2
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
FUTURE
STO-3STO-5STO-3STO-7STO-5STO-9STO-3STO-5STO-9STO-3STO-3STO-9STO-9STO-9STO-5STO-3STO-9STO-7STO-3STO-5STO-5STO-3STO-3STO-3
STO-11STO-11STO-11STO-11STO-11STO-11STO-11
STO-16STO-16STO-16
CITY DETAIL
0'
0021593.00
R-4342R-4342R-4342R-4342R-4342R-4342
----------
R-1642-BR-1642-BR-3067-VR-1642-BR-3067-VR-1642-BR-1642-BR-3067-VR-1642-BR-3067-VR-1642-BR-3290-AR-1642-BR-1642-BR-1642-B
CASTING
R-3067-VBR-3067-VBR-3067-VB
SEE DETAILSEE DETAILSEE DETAIL
w/TRASHGUARDw/TRASHGUARDw/TRASHGUARDw/TRASHGUARDw/TRASHGUARDw/TRASHGUARD
PROPOSED
48"48"60"60"48"48"48"48"48"48"48"48"48"48"48"48"48"48"48"60"48"60"60"48"48"
18"12"15"12"12"18"18"
2'x 3'2'x 3'
DIAMETER
PROJECT NUMBER:
CBCBCBCBCBCB
FESFESFESFESFESFESFES
OCSOCSOCS
TYPE
STMHSTMHSTMHSTMHSTMHSTMHSTMHSTMHSTMHSTMH
CBMHCBMHCBMHCBMHCBMHCBMHCBMHCBMH
OVERALL
516171
505253545556575859606263646566676869707273
185191193203
186188189192
188A191A
STORM SEWER CASTING SCHEDULE
EXISTING
NUMBER
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDCONFORM TO THE CITY OF COTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET &THE CONTRACTOR SHALL RECEIVE THE
NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEVERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR
UTILITY LOCATIONSTHE CITY OF COTTAGE GROVE'S STANDARD SPECIFICATIONS FOR STREET AND UTILITYCONSTRUCTION SHALL GOVERN FOR ALL IMPROVEMENTS ON THE PROJECT.
NOTIFY THE OWNER OF ANY DIFFERENCES.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLUTILITY CONSTRUCTION.PROPERTY LIMITS.PRIOR TO UTILITY INSTALLATION.
4.
OVERALL UTILITY LEGENDGENERAL UTILITY NOTES 1.2.3.5.6.
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-OA01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
3
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
SANITARY SEWER SERVICESANITARY SEWER SERVICE WYE LOCATION ONDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOX
INVERT ELEVATION @ EASEMENT LINEMAIN LINE FROM DOWNSTREAM MANHOLE
XXX.XXXX.X
X.X' RISER
WYE = X+XXALL DROP MANHOLES TO BE CONSTRUCTED USINGWATERMAIN.
FLAG HYDRANTS.EXTEND RODS ON DEEP VALVES.INSIDE DROP SECTION w/60" DIAMETER MANHOLE.CONTRACTOR SHALL TIE THE LAST 3 JOINTS OR 40' OF DEADEND
GENERAL NOTES 2.3.4.
LEGEND 1.
PROJECT NUMBER:
PLAN
WATERMAIN CONSTRUCTION
PUBLIC SANITARY SEWER AND
975970965960955950
3
MH-16 STA: 2+73RE=965.88IE=W 955.88DEPTH=10.00
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
%
0
6
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5
(952) 937-5150(952) 937-5822(888) 937-5150
3
2
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Fax
Phone
P
"
7.5' MIN COVER
8
197' - 6" DIP CL 52
-
F
L
3
7
1
STREET 6
1
IE=E 954.84
MH-11 STA: 1+00RE=967.10IE=N 954.84IE=S 954.74DEPTH=12.36
12" RCP
EL.=961.87
EL.=959.64
STA=1+12.8
TOP OF WM
STA=1+12.8
0
HIGH POINTE
975965955
970960950
COTTAGE GROVE, MINNESOTA
17716
S
T
O
LICENSE NO.
OS
TST
O
MINNESOTA
980975970965960955950945940935
0
W
05/22/20
A
T
S
A
N
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
CONSTRUCT MANHOLEOVER EXISTING SANITARYSEWER STUB
TAW
WATTAW
WATWAT
WAT
TAW
WATTAW
1
W
A 59
60 T66
61 T.S TEERTS H
62TO EXISTING WATERMAINw/8" G.V. (TYP.)
36 T REMOVE PLUG & CONNECT
A
W
1
8
IE=939.83 (S)
SANITARY MH-1001IE=952.67 (N)
RE=964.83IE=939.83 (W)IE=939.83 (E)
36 LF - 8"PVC@ 0.86%
BEND
1
8
2.
76
9
4
2
+0
=
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W
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S 1.
06
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65.
7
69
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5
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1
MH-10 STA: 1+40RE=964.90IE=N 953.08IE=S 952.98DEPTH=11.92
V
12@
.8
69
A
8
BEND7+
0
=E5
Y
W
3
2
1R
W.1
86
9
E D
18" RCP
I
S
TFEL EES
V 02
7.C
86EL.=960.39
9
5
0+
0
6 TEERTS=E
Y
WV
STA=1+51.5
D 2
1
2P
"
O 1.1
6
9
8
LAKEVILLE, MINNESOTA 55044
O
-
7'-6" DIP8"x6" TEEGRND EL=968.14F
HYD w/AUX VALVE
G
L20860 KENBRIDGE COURT, SUITE 100
8" G.V.(TYP.)
4
0
5
.
9
1
6
9
1
4
2
+
0
3
=
E
Y
W
3
.
2
6
9
8
7
.
9
6
9
IE=E 954.84
MH-11 STA: 2+55RE=967.10IE=N 954.84IE=S 954.74DEPTH=12.36
8
6%
BEND
+
0
=
8
E
Y
W5
7.5' MIN COVER
DR HORTON, INC. - MINNESOTA
3.
83.254' - 8" DIP CL 52
"0
2
6
9
2
48
.
0
7
@
9
-
4" PVC SANITARY SEWERSERVICE (TYP.)
PREPARED FOR:
5
9
7
3
+
49'-4" DIP IRRIGATIONF
SERVICE w/4" PLUG03
=
E
L
Y
W
R
5
3
.
3D
56
9
TE89
E4" G.V.
7
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S7
9
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9
1
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0
V
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P
W
3
3
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3
6
9
2
8.
1TOP OF WMSTA=3+86.4
71EL.=962.18
9
1
.
01
7
+7
0
=9
E4
Y
W
4
7
+
0
=
3.E
4
6Y
9
W
MH-12 STA: 3+50RE=968.93IE=NE 955.49IE=S 955.39DEPTH=13.54
3
.
3
86
8
.9
1
7
9
0
1
+
0
=%
E
Y
W
0
TEE
4
.
3
.3
44"
68"x4"
9
0
8
8
8"x8" TEE
1-@
5
.
2
7 STREET 5
9
035
22
+
0F
=TOP OF WMSTA=4+36.4
EEL.=962.78
Y
34
W
EHS EES L
4 TE
R
0
4 TEERTS
3.
5
6
9
0
D
STA=4+36.4EL.=964.581
12" RCPS
9
7.
2
7
9
C
9
0
+0
=
E
YV
W
P
3
.
5
6
9
520 LF - 8" PVCC900@ 1.46%
29 LF - 8" PVCSDR 35@ 1.46%
3
4.
3
7
9EXTRA DEPTH
91
+
0
=
E
Y
W80' - 8" DIP CL 52
BEND
3
.
6
68"x8" TEE
9
4
8
.
3
7
9
7
5
+6" G.V. (TYP)
0
=
E
Y
IE=N 961.09
WSTA: 4+51
DROP MH-13 RE=970.86IE=W 955.99IE=SW 955.89DEPTH=14.97
8"x6" REDUCER
85
3
.
6
6
9
CITY COMMENTSCITY COMMENTS...
5
03/12/2020
1
MH-14 STA: 5+00RE=971.81IE=N 961.91IE=S 961.81DEPTH=10.00
LINER; SEE CITY DETAIL SAN-4
04/21/2005/22/20...
LINED WITH ZEBRON 300 SERIERS
EXTRA DEPTH
7'-6" DIP
98' - 6" DIP CL 52
INSIDE DROP MH, 5' MIN. DIAMETER,
TOP OF WMSTA=5+64.3
EL.=965.59
INITIAL ISSUE:REVISIONS:
POH
POH
POH
HOP
PHOP
OPPOHPOHHO
H
GRND EL=973.78
HYD w/AUX VALVE
MH-15 STA: 5+65RE=973.05IE=S 963.05DEPTH=10.00
P 5'
86
H
O
50'
O
H
P
STOP INSTALLED AT
.S TEERTS HT56
117FDH II OR
811
119FDH IIIFDH III
PROPERTY LINE (TYP.)
1206
121
10'
65 LF - 8" PVC
1" COPPER SERVICE w/CURB
SDR 35@ 1.75%
975965955945935
980970960950940
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-UT01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
4
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
SANITARY SEWER SERVICESANITARY SEWER SERVICE WYE LOCATION ONDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOX
INVERT ELEVATION @ EASEMENT LINEMAIN LINE FROM DOWNSTREAM MANHOLE
XXX.XXXX.X
X.X' RISER
WYE = X+XXALL DROP MANHOLES TO BE CONSTRUCTED USINGWATERMAIN.
FLAG HYDRANTS.EXTEND RODS ON DEEP VALVES.INSIDE DROP SECTION w/60" DIAMETER MANHOLE.CONTRACTOR SHALL TIE THE LAST 3 JOINTS OR 40' OF DEADEND
GENERAL NOTES 2.3.4.
LEGEND 1.
PROJECT NUMBER:
PLAN
WATERMAIN CONSTRUCTION
PUBLIC SANITARY SEWER AND
985980975970965960955950945940
0
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
IE=N 961.09
MH-13 STA: 1+00RE=970.86IE=W 955.99IE=SW 955.89DEPTH=14.97
50 LF - 8" PVCSDR 35@ 0.40%
1
Fax
Phone
RISER=3.5'
RISER=4.0'
RISER=4.0'
MH-17 STA: 1+50
RE=971.86IE=W 956.29IE=E 956.19DEPTH=15.67
%
0
4
.
0
2
@
6
2
RISER=4.5'
R
RISER=5.0'D
S
C
V
P
"
8
-
STA=2+85.5
12" RCPEL.=970.04
F
L
TOP OF WMSTA=2+85.5
EL.=966.76
RISER=5.5'
0
5
RISER=5.5'1
RISER=5.5'
3
HIGH POINTE
STA: 3+00
MH-18 RE=974.26IE=W 956.99IE=E 956.89DEPTH=17.37
RISER=5.0'
RISER=5.0'
COTTAGE GROVE, MINNESOTA
RISER=4.5'
RISER=4.5'
RISER=4.0'
RISER=3.0'
RISER=3.0'4
%
0
6
.
0
17716
@
5
3
R
D
S
C
V
P
LICENSE NO.
"
8
-
F
L MINNESOTA
2
9
5
2
05/22/20
7.5' MIN COVER
753' - 8" DIP CL 52
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
STREET 4
6
MH-19 STA: 5+92RE=968.74IE=E 958.74DEPTH=10.00
STA=7+07.9TOP OF WMSTA=7+07.9
18" RCPEL.=959.02EL.=956.82
7
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
STA=7+85.6
15" RCPEL.=957.28
TOP OF WM
STA=7+85.6
EL.=955.10
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
8
FUT. MH-6
9
CITY COMMENTSCITY COMMENTS...
03/12/2020
10
985980975970965960955950945940
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-UT02.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
5
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
SANITARY SEWER SERVICESANITARY SEWER SERVICE WYE LOCATION ONDENOTES ELEVATION OF THE TOP OF WATERSERVICE STOP BOX
INVERT ELEVATION @ EASEMENT LINEMAIN LINE FROM DOWNSTREAM MANHOLE
XXX.XXXX.X
X.X' RISER
WYE = X+XXALL DROP MANHOLES TO BE CONSTRUCTED USINGWATERMAIN.
FLAG HYDRANTS.EXTEND RODS ON DEEP VALVES.INSIDE DROP SECTION w/60" DIAMETER MANHOLE.CONTRACTOR SHALL TIE THE LAST 3 JOINTS OR 40' OF DEADEND
GENERAL NOTES 2.3.4.
LEGEND 1.
PROJECT NUMBER:
WATERMAIN
PUBLIC BACKYARD
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
980975970965960955950
0
1
CONNECTION WITH EXISTING8" W.M. STUB TO BE FIELDVERIFIED
HIGH POINTE
COTTAGE GROVE, MINNESOTA
2
TOP OF WM
STA=2+38.7EL.=961.49
7.5' MIN COVER
75' - 8" DIP CL 52
PROFILE A
17716
STA=3+02.5EL.=963.49
12" RCP
8" PVCSTA=3+10.2
EL.=955.73
EXTRA DEPTH
3
81' - 8" DIP CL 52
LICENSE NO.
MINNESOTA
EL.=961.49
05/22/20
TOP OF WMSTA=3+02.5
EL.=962.62
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
TOP OF WMSTA=3+20.2
4
980975970965960955950
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-UT03.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
GUTTER ELEVATION
50'
Common Ground Alliance
6
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
900.00
PROPOSED
0'
0021593.00
900.00
EXISTING
ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.
RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.20'-4" DRAINTILE NEEDED EACH SIDE OF CATCH BASIN AT LOWPOINTSPIPE LENGTHS SHOWN INCLUDE THE FLARED
END SECTIONLENGTHPER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BESUMPED 1" BELOW GUTTER LINE, MANHOLE CASTINGS SHALL BESUMPED 1/4" TO 3/8" AND GATE/BUTTERFLY VALVE BOXESSHALL BE SUMPED
1/2"
GENERAL NOTES 2.3.4.5.
LEGEND 1.
PROJECT NUMBER:
PLAN
SEWER CONSTRUCTION
PRIVATE STREET & STORM
980975970965960955950
4
PVI STA = 2+92.17PVI ELEV = 965.79
3
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
CB-54 STA: 2+86
RE=965.42IE=12" (W) 961.92D=3.5
966.09PROPOSED C/L SUBGRADE(TYP.)
PROPOSED C/L GRADE(TYP.)
%
(952) 937-5150(952) 937-5822(888) 937-5150
5
4
.
0
@
5
966.44
Fax
L Phone
%
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2
0
P
7
.
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0
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2
1
-
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9
966.79
7
STREET 6
1
PVI STA = 1+00.00PVI ELEV = 967.14
967.14
1
IE=12" (E) 961.11
STMH-53 STA: 1+07RE=966.82IE=12" (N) 961.65IE=15" (S) 960.91D=5.9
HIGH POINTE
0
COTTAGE GROVE, MINNESOTA
975965955
980970960950
17716
LICENSE NO.
980975970965960955950945940
MINNESOTA
0
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
IE=960.02
18" FES-50
PVI STA = 1+00.00PVI ELEV = 964.84
%
964.84
6 STMH-51
RE=965.30IE=18" (E) 960.08IE=18" (NW) 960.08D=5.2
2
.
1
0
%
@
3
2
5
.
CL 5 @ 0.27%
22 LF-18" RCP
0
L
-
C
P
C
965.14R
CBMH-52 STA: 1+51SUMP=957.41
RE=964.82IE=15" (N) 960.61IE=18" (W) 960.41D=7.4
"
8
1
-
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2
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3
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6
0
2
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-
LAKEVILLE, MINNESOTA 55044
F
CBMH-52
SEE ABOVE
L
20860 KENBRIDGE COURT, SUITE 100
3
9
967.06
IE=12" (E) 961.11
%STMH-53 STA: 2+46RE=966.82IE=12" (N) 961.65IE=15" (S) 960.91D=5.9
6
0
.
1
%
DR HORTON, INC. - MINNESOTA
@
2
968.02
5
9
.
L
13
PREPARED FOR:
C
P
C
R
PROPOSED C/L SUBGRADE(TYP.)
"
CBMH-55 SEE ABOVE
2
1
PROPOSED C/L GRADE(TYP.)-
F
L
968.98
6
2
1
IE=12" (E) 962.98
STREET 5 CBMH-55 STA: 3+74RE=969.03IE=12" (NE) 962.98IE=12" (S) 962.98D=6.0
%
4
4
".
969.94
1
2
CB-56
RE=966.40IE=12" (W) 963.20D=3.2
1
4
-
@
F
L
5
2L
CL 5 @ 0.45%
649 LF-12" RCP
C
P
C
R
PVI STA = 4+50.55PVI ELEV = 970.91
970.90
IE=12" (N) 963.88
STMH-57 STA: 4+38
RE=970.46IE=12" (NW) 964.50IE=12" (SW) 963.88D=6.6
%
0
971.86
8
.
1CITY COMMENTSCITY COMMENTS...
5
CB-62
RE=970.50IE=12" (E) 966.50D=4.0
03/12/2020
@ STMH-60 STA: 4+79
RE=971.26IE=12" (N) 964.31IE=12" (S) 964.31D=6.9
%
5
1
L
9
.
C
1
P
CL 5 @ 0.99%
43 LF-12" RCP
C
04/21/2005/22/20...
R
972.81
"
2
1
-
INITIAL ISSUE:REVISIONS:
F
STMH-61 SEE ABOVE
L
PVI STA = 5+80.21PVI ELEV = 973.395
9
CL 5 @ 1.49%
33 LF-12" RCP5'
50'
6
FDH II OR
FDH IIIFDH III
10'
STMH-61 STA: 5+73RE=973.05IE=12" (W) 966.01IE=12" (S) 966.01D=7.0
980975970965960955950945940
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-ST01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
GUTTER ELEVATION
50'
Common Ground Alliance
7
1" =
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
900.00
PROPOSED
0'
0021593.00
900.00
EXISTING
ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.
RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.20'-4" DRAINTILE NEEDED EACH SIDE OF CATCH BASIN AT LOWPOINTSPIPE LENGTHS SHOWN INCLUDE THE FLARED
END SECTIONLENGTHPER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BESUMPED 1" BELOW GUTTER LINE, MANHOLE CASTINGS SHALL BESUMPED 1/4" TO 3/8" AND GATE/BUTTERFLY VALVE BOXESSHALL BE SUMPED
1/2"
GENERAL NOTES 2.3.4.5.
LEGEND 1.
PROJECT NUMBER:
PLAN
SEWER CONSTRUCTION
PRIVATE STREET & STORM
990985980975970965960955950945
0
CBMH-58 SEE ABOVE
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
IE=12" (N) 963.88
PVI STA = 1+00.00PVI ELEV = 970.91 STMH-57 STA: 0+93RE=970.46IE=12" (NW) 964.50IE=12" (SW) 963.88D=6.6
970.91
(952) 937-5150(952) 937-5822(888) 937-5150
P
1
%
C
4
R
CL 5 @ 0.46%
4 CB-59 RE=968.80IE=12" (N) 964.80D=4.0
17 LF-12" RCP
.
"
0
2
1
-
@
F
Fax
Phone
5
L
%L
0
0C
5
971.910
.
2
CBMH-58 STA: 1+45RE=971.39IE=12" (S) 964.72IE=12" (SE) 964.72D=6.7
972.89
2
%
2
9
.
1
30 LF-12" RCPCL 5 @ 0.47%
973.85
PVI ELEV = 972.51 CB-68
RE=973.60IE=12" (S) 970.10D=3.5
PVI STA = 1+80.00
STMH-67
SEE ABOVE
STMH-67 STA: 2+86RE=974.10IE=12" (N) 969.96IE=12" (W) 962.92IE=12" (SE) 962.92D=11.2
974.31
3
HIGH POINTE
COTTAGE GROVE, MINNESOTA
973.62
K = 20.8280.00' VC
A.D. = -3.84%
ELEV = 973.93ELEV = 973.93
PVT = 3+34.00
PVC = 2+54.00
H.P ELEV = 974.32PVI ELEV = 974.70
PVI STA = 2+94.00
H.P. STA = 2+93.99
972.66CL 5 @ 0.44%
50 LF-12" RCP
STMH-67 SEE RIGHT
%
4
5
4
.
0
@
5
L
17716
C
%
P
971.70
2
C CBMH-66 RE=972.80IE=12" (NW) 962.70IE=12" (S) 962.70SUMP=959.70D=13.1
9
37 LF-12" RCPCL 5 @ 0.43%
.
R
1
"
-
2
(TYP.)
PROPOSED C/L SUBGRADE
1
-
F
L
PROPOSED C/L GRADE(TYP.)
LICENSE NO.
8
0
3
970.74
MINNESOTA
%
5
6
4
.
"
0
2
CBMH-65 RE=969.30IE=12" (N) 962.54IE=12" (S) 962.54D=6.8
05/22/20
1
-@
F
5
L
L
0
C
FRANCIS D HAGEN IIDATE:
7 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
P
969.78
STREET 4 C
R
CBMH-64 RE=969.20IE=12" (N) 962.22IE=12" (SW) 960.25D=9.0
A.D. = -2.45%
H.P ELEV = 969.68H.P. STA = 5+55.00PVI STA = 6+00.00PVI ELEV = 968.82K = 36.6890.00' VCPVC = 5+55.00ELEV = 969.68PVT = 6+45.00ELEV = 966.85
968.54
6
CB-69
STA: 5+94RE=968.31IE=12" (E) 964.31D=4.0
12" FES-63 IE=960.00
CL 5 @ 0.45%
56 LF-12" RCP
966.63
%
8
3
.
4
-
964.62
7
LAKEVILLE, MINNESOTA 55044
A.D. = 4.98%
L.P ELEV = 962.34L.P. STA = 8+33.82PVI STA = 7+60.00PVI ELEV = 961.82K = 39.16195.00' VCPVC = 6+62.50ELEV = 966.09PVT = 8+57.50ELEV = 962.41
20860 KENBRIDGE COURT, SUITE 100
963.24
CBMH-72 STA: 7+94RE=962.13IE=15" (W) 957.35IE=15" (NE) 957.35SUMP=954.35D=7.8
DR HORTON, INC. - MINNESOTA
962.48
8
PREPARED FOR:
15" FES-70 IE=957.00
65 LF-15" RCPCL 5 @ 0.32%
962.37
CBMH-73 STA: 8+34RE=961.93IE=15" (W) 957.48IE=15" (E) 957.48D=4.4
%
0
6
.
0
CL 5 @ 0.33%
40 LF-15" RCP
962.69
9
A.D. = 1.40%90.00' VC
L.P ELEV = 962.56L.P. STA = 8+82.00PVI STA = 9+27.00PVI ELEV = 962.83K = 64.51PVC = 8+82.00ELEV = 962.56PVT = 9+72.00ELEV = 963.73
STMH-71
RE=962.30IE=15" (SW) 957.21IE=15" (E) 957.21D=5.1
CL 5 @ 0.32%
17 LF-15" RCP
963.33
%
CBMH-72 SEE BELOW
0
964.290
CL 5 @ 0.34%
.
42 LF-15" RCP
2
10CITY COMMENTSCITY COMMENTS...
03/12/2020
985975965955945
990980970960950
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-ST02.DWG
HIGH POINTE
150'
26
OF
100'
1'
05/22/20
GUTTER ELEVATION
50'
Common Ground Alliance
8
12"
1" =
Call 48 Hours before digging:
8"
811 or call811.com
DATE:
SHEET NUMBER:
50'
18"
RCP
4' WIDE
900.00
UDERWALL
PROPOSED
3"
WALL
0'
0021593.00
900.00 1' BURY
APPROXIMATE 970965960955950
EXISTING
2' UNDERWALL
ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED.
RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONSFROM SURMOUNTABLE CURB & GUTTER.20'-4" DRAINTILE NEEDED EACH SIDE OF CATCH BASIN AT LOWPOINTSPIPE LENGTHS SHOWN INCLUDE THE FLARED
END SECTIONLENGTHPER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BESUMPED 1" BELOW GUTTER LINE, MANHOLE CASTINGS SHALL BESUMPED 1/4" TO 3/8" AND GATE/BUTTERFLY VALVE BOXESSHALL BE SUMPED
1/2"
GROUND GRADE @
POURED IN PLACE
CONCRETE SADDLE
GENERAL NOTES 2.3.4.5.
LEGEND 1.
BOTTOM OF WALL
GROUND GRADE @
CONCRETE SADDLE RETAINING WALL PROJECT NUMBER:
2
STORM SEWER
CL 5 @ 3.75%
35 LF-18" RCP
18" FES-193 IE=960.20
PRIVATE BACKYARD
STMH-203
RE=964.19IE=18" (N) 958.88IE=18" (S) 957.79
1
PROFILE D
18" FES-192 IE=957.70
CL 5 @ 0.29%
31 LF-18" RCP
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
0
970965960955950
965955
970960950
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
2
OPN.= (SE) 955.50
OCS-186 SUMP=953.50
RE=961.60IE=4" (N) 955.27IE=12" (NW) 955.35
1
PROFILE E
12" FES-185 IE=955.00
CL 5 @ 0.38%
92 LF-12" RCP
4" D.T. CONNECTION TO BEOF WEIR WALL
INSTALLED DOWNSTREAM
*
HIGH POINTE
0
COTTAGE GROVE, MINNESOTA
970965960955950
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
970965960955950
3
20 LF-12" RCPCL 5 @ 1.00%
OPN.= (E) 958.50
OCS-189
RE=963.70IE=12" (SW) 958.45SUMP=956.50
2
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
IE=4" (N) 958.25
STMH-188A RE=963.57IE=12" (NE) 958.25IE=12" (NW) 958.25
965960955950945
3
PROFILE C 1
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
12" FES-188 IE=958.00
CL 5 @ 0.31%
81 LF-12" RCP
36 LF-12" RCPCL 5 @ 0.74%
EX. CBMH-4206 RE=956.15IE=12" (N) 952.15IE=12" (E) 952.15
2
0
CL 5 @ 0.00%
11 LF-12" RCP
965955
970960950
EX. CBMH-4207 RE=956.28IE=12" (N) 952.47IE=12" (S) 952.42
STMH-191A RE=959.10IE=12" (NW) 952.47IE=12" (S) 952.47
1
PROFILE B
CITY COMMENTSCITY COMMENTS...
03/12/2020
OPN.= (N) 955.20
OCS-191
RE=958.50IE=12" (SE) 954.00SUMP=952.00
CL 5 @ 3.06%04/21/2005/22/20...
50 LF-12" RCP
INITIAL ISSUE:REVISIONS:
0
5'
50'
FDH II OR
965960955950945
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-ST03.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com 9
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
10
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
11
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
12
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
13
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
14
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
RAMP DETAILS
MNDOT PEDESTRIAN
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
##
###
FDH II
FDH IIIFDH III
OR
###
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT02.DWG
HIGH POINTE
30'
26
OF
20'
05/22/20
10'
Common Ground Alliance
1" =
Call 48 Hours before digging:15
811 or call811.com
DATE:
SHEET NUMBER:
10'
0'
0021593.00
SURMOUNTABLE CURBALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED20' -4" DRAINTILE NEEDED EACH SIDE OF CATCH BASINS AT LOWSUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL
RADIUS TO BE B618 C. &G. WITH 10' TRANSITION FROMDENOTES GUTTERLINE ELEVATION AT INTERSECTIONSPOINTSPIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTIONLENGTHDENOTES TIP-OUT CURB PER THE
STREET SECTION DETAILPER THE CITY STANDARDS, CATCH BASIN CASTINGS SHALL BEBE SUMPED 1/4" TO 3/8", AND GATE/BUTTERFLY VALVEBOXES SHALL BE SUMPED 1/2".
GENERAL NOTESCASTING NOTES
PROJECT NUMBER:
INTERSECTION DETAILS
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
1'
10'
FDH II OR
FDH IIIFDH III
2'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-IN01.DWG
HIGH POINTE
30'
26
OF
20'
05/22/20
10'
Common Ground Alliance
1" =
Call 48 Hours before digging:
16
811 or call811.com
DATE:
SHEET NUMBER:
10'
0'
0021593.00
PROJECT NUMBER:
INTERSECTION DETAILS
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL
PER THE CITY STANDARDS, CATCH BASIN CASTINGS SHALL BEBE SUMPED 1/4" TO 3/8", AND GATE/BUTTERFLY VALVEBOXES SHALL BE SUMPED 1/2".
CASTING NOTES
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
1'
10'
FDH II OR
FDH IIIFDH III
2'
ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED
RADIUS TO BE B618 C. &G. WITH 10' TRANSITION FROMSURMOUNTABLE CURBDENOTES GUTTERLINE ELEVATION AT INTERSECTIONS20' -4" DRAINTILE NEEDED EACH SIDE OF CATCH BASINS AT LOWPOINTSPIPE LENGTHS
SHOWN INCLUDE THE FLARED END SECTIONLENGTHDENOTES TIP-OUT CURB PER THE STREET SECTION DETAILDENOTES ASPHALT ROLLED CURB
GENERAL NOTES
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-IN01.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
17
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
18
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
19
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
20
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
CONCRETE WALK
WALK EXTENSIONS
EXPOSED AGGREGATE
(TYP.)
RETAINING WALL
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
26
OF
Common Ground Alliance
05/22/20
Call 48 Hours before digging:
811 or call811.com
21
DATE:
SHEET NUMBER:
0021593.00
PROJECT NUMBER:
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
960.1
961.5
955.24
26
OF
6" ORIFICE 958.8
18' TO FOC
PROPOSED DRIVE WAY
05/22/20
18' TO FOC
22
12'
DATE:
SHEET NUMBER:
9'
6"
FACE OF CURB
BACK OF CURB
48"
3
12'
2
0021593.00
OFF STREET PARKING STALL DETAIL
OCS 186 WEIR WALL DETAIL
NUMBER
FOC
OF STALLS
NUMBER
OF STALLS
PARKING STALL AT END OF PRIVATE ROAD DETAIL
PROPOSED DRIVE WAY
PROJECT NUMBER:
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
N/AN/A
FDH II
FDH IIIFDH III
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-DT01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
1" = 23
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
CONDUIT CROSSING ROAD4" PVC SCHEDULE 40 CONDUITCROSSINGS
POLE MOUNTED LUMINAIREUNDERGROUND CONDUITHANDHOLEMETER PEDESTAL LOCATION
PROJECT NUMBER:
PLAN
FOR MORE INFORMATION ON LIGHT POLE AND LUMINAIRE
17
HH
THE CONTRACTOR SHALL COORDINATE THE SIZE OF THE WIRING AND CONDUIT WITH LIGHTSUPPLIERALL WIRE MUST BE IN CONDUITSEE SHEET CONDUCTORS IN CONDUIT SHALL BE BURIED AT A DEPTH OF 24 INCHES
FROM GRADE TOTOP OF CONDUIT
XX 4.
OVERALL UTILITY LEGEND 1.2.3.
LIGHTING NOTES
PRIVATE STREET LIGHTING
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
NOTES80 PVC80 PVC80 PVC80 PVC80 PVC80 PVC80 PVC80 PVC80 PVC
CONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT
WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED
SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCHCONDUCTORS IN CONDUIT WHERE INDICATED SHALL BE 1.5" SCH
HIGH POINTE
SPECIFICS
CONDUCTOR
COTTAGE GROVE, MINNESOTA
COPPERCOPPERCOPPERCOPPERCOPPERCOPPERCOPPERCOPPERCOPPER
MATERIAL
17716
GROUND CONDUCTOR
LICENSE NO.
MINNESOTA
GROUND
1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG1 - #8 AWG
CONDUCTOR SIZE
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
%
0.040.110.180.230.240.130.180.210.23
VOLTAGE DROP
111111111
LVAC WIRING SCHEDULE
CONDUCTORS
# OF PARALLEL
CUCUCUCUCUCUCUCUCU
MATERIAL
CONDUCTOR
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
SIZE
2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG2 - #6 AWG
CONDUCTOR
DR HORTON, INC. - MINNESOTA
30
PREPARED FOR:
(ft)
223
184210272135170170165
LENGTH
2.41.11.1
0.810.540.270.810.540.27
Iac (A)
240240240240240240240240240
Vac (V)
LIGHT.05LIGHT.06LIGHT.07LIGHT.08LIGHT.09LIGHT.04LIGHT.03LIGHT.02LIGHT.01
EQUIPMENT
TERMINATING
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
LIGHT.05LIGHT.05LIGHT.03LIGHT.02
LIGHT.06LIGHT.07LIGHT.08LIGHT.04
EQUIPMENT
ORIGINATING
INITIAL ISSUE:REVISIONS:
METER PEDESTAL
5'
50'
FDH II OR
FDH IIIFDH III
10'
CODE
LIGHT.05LIGHT.06LIGHT.07LIGHT.08LIGHT.09LIGHT.03LIGHT.02LIGHT.01
LIGHT.04
CONDUCTOR LOCATION
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-LP01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
1" =
Call 48 Hours before digging:24
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
PROJECT NUMBER:
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-SS01.DWG
HIGH POINTE
150'
26
OF
100'
05/22/20
50'
Common Ground Alliance
1" = 25
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
50'
0'
0021593.00
PROJECT NUMBER:
TRAIL STORM SEWER
SEWER EXTENSION
TRAIL PLAN & STORM
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
HIGH POINTE
COTTAGE GROVE, MINNESOTA
17716
LICENSE NO.
MINNESOTA
05/22/20
FRANCIS D HAGEN IIDATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF
TRAIL
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
PREPARED FOR:
CITY COMMENTSCITY COMMENTS...
03/12/2020
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
5'
50'
FDH II OR
FDH IIIFDH III
10'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-TR01.DWG
HIGH POINTE
60'
26
OF
40'
05/22/20
20'
Common Ground Alliance
1" = 26
Call 48 Hours before digging:
811 or call811.com
DATE:
SHEET NUMBER:
20'
0'
0021593.00
PROJECT NUMBER:
12701 Whitewater Drive, Suite #300Minnetonka, MN 55343
(952) 937-5150(952) 937-5822(888) 937-5150
Fax
Phone
CONCRETE WALK
WALK EXTENSIONS
EXPOSED AGGREGATE
RETAINING WALL(TYP.)
HIGH POINTE
COTTAGE GROVE, MINNESOTA
LICENSE NO.
FRANCIS D HAGEN IIDATE:
LAKEVILLE, MINNESOTA 55044
20860 KENBRIDGE COURT, SUITE 100
DR HORTON, INC. - MINNESOTA
CITY COMMENTSCITY COMMENTS...
04/21/2005/22/20...
INITIAL ISSUE:REVISIONS:
2'
20'
FDH II OR
FDH IIIFDH III
4'
DESIGNED:CHECKED:DRAWN:HORIZONTAL SCALE:VERTICAL SCALE:
N:\\0021593.00\\DWG\\CIVIL\\FINAL\\UTIL\\0021593S-SW01.DWG
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2020-XXX
A RESOLUTION ACCEPTING 1.12 ACRES OF LAND FOR PARK AND
OPEN SPACE DEDICATION AND APPROVING A LOT SPLIT
FOR PID: 06.027.21.24.0002
WHEREAS, as part of the High Pointe development, D.R. Horton, Inc. – Minnesota
(“Developer”) is required to pay a park dedication fee; and
WHEREAS, Developer desires to deed 1.12 acres to the City of Cottage Grove
(“City”) in lieu of paying the park dedication fee; and
WHEREAS, Developer has arranged for the conveyance of 1.12 acres from The
Posavad Family Limited Partnership (“Posavad”) to the City, as dedication of park and
open space for the High Pointe development, which is legally described and depicted on
Exhibit A (the “Property”); and
WHEREAS, the Property is part of the real property located in Washington County,
Minnesota, legally described as follows:
The North ½ of the Northwest ¼; the Southwest ¼ of the Northwest ¼; the
West ½ of the Southeast ¼ of the Northwest ¼; all in Section 6, Township 27,
Range 21, Washington County, Minnesota:
EXCEPT therefrom all of that part of the Southwest ¼ of the Northwest ¼ of
Section 6, Township 27, Range 21, described as follows: Commencing at the
Southwest corner of said Southwest ¼ of the Northwest ¼; thence East on a
South line of said Southwest ¼ of the Northwest ¼ 742.2 feet to the point of
beginning; thence North 1 degree 15 minutes East, 413.5 feet to an iron stake;
thence East parallel to said South line 200 feet to an iron stake; thence South
1 degree 15 minutes West, 413.5 feet to said South line; thence West 200 feet
to the point of beginning.
PID: 06.027.21.24.0002
Abstract Property
(“Posavad’s Property”); and
WHEREAS, the location of the Property aligns with the City’s Future Park and
Open Space Map as outlined in the 2040 Comprehensive Plan; and
WHEREAS, the Property meets the minimum required park and open space
dedication for the High Pointe development.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage
Grove, Washington County, State of Minnesota, as follows:
1. The City hereby accepts the Property as the park dedication fee required for
the High Pointe development, subject to the following conditions:
City of Cottage Grove, Minnesota
City Council Resolution 2020-XXX
Page 2 of 3
a. The Statement of Mineral Ownership recorded with the Washington
County Recorder’s Office as Document Nos. 328962 and 3983008 shall
be released from the Property prior to the deed being recorded; and
b. The Property shall be free from liens and encumbrances; other than the
Deferred Assessment Waiver Agreement recorded with the Washington
County Recorder’s Office as Document No. 4107812.
2. The City hereby approves the lot split of Posavad’s Property.
3. City Staff is authorized to execute, record, or take any other actions necessary
to implement the lot split.
4. This Resolution is null and void if Posavad cannot meet the conditions in
paragraph 1(a) noted above.
Passed this 3rd day of June 2020.
Myron Bailey, Mayor
Attest:
Joe Fischbach, City Clerk
City of Cottage Grove, Minnesota
City Council Resolution 2020-XXX
Page 3 of 3
EXHIBIT A
LEGAL DESCRIPTION AND DEPICTION OF THE PROPERTY