HomeMy WebLinkAbout16628-TANAGER CREEK-PRELIM-02-10-229
3
0
93
5
940940940 94594592
9
9
3
1
9
3
2
93
3
93
4
9
3
6
93
7
93
8
93
9
941941942942943943944944946946947 947948948945
950
944
94
6
947
948
949 935940945945931932933934936937938939941942943944946946947947
9
3
0
935
931
932
933
934
936
937
938
939941942
800 BROWN ROAD
920 BROWN ROAD
930 BROWN ROAD
760 BROWN ROAD
DELINEATED WETLAND BOUNDARY
OHWL
929.4
30'BROWN ROAD (CO RD 146)40'
LOT 1
3.63 AC
0.62 AC UPLAND
R50R45
LOT 2
5.02 AC
0.78 AC UPLAND
LOT 3
5.13 AC
1.06 AC UPLAND
30'DELINEATED WETLAND BOUNDARY
75'OUTLOT A
24'N
0 40'80'PROPERTY INFO - 860 BROWN ROAD
CURRENT ZONING: RR-1B
UPLAND ACREAGE:3.92 AC
WETLAND ACREAGE:10.14 AC
TOTAL ACREAGE:14.06 AC
30'
LONG
LAKE
CREEK
D&U EASEMENT 10'10'10'10'10'15'15'
BUILDING SETBACK
BUILDING SETBACKWETLANDBUFFER &SETBACKLAKESHO
RE
SETBACK
40'WETLANDBUFFER &SETBACKAREA WITHIN WETLAND AND LAKESHORE SETBACK
ENTIRELY WITHIN DRAINAGE & UTILITY EASEMENT
DRAINAGE & UTILITY EASEMENT
FILTR
A
TI
O
N
B
A
SI
N
0.28 AC
PLOTTED:COMM. NO.
DRAWING NO.
----16628
TANAGER
CREEK
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
01/14/2022
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
860 BROWN ROAD
ORONO, MN
ETHAN DE NARAY
PRELIMINARY PLAT
1 01/14/22 PRELIMINARY PLAT SUBMITTAL
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.01/14/2022
ADAM THIELE, PE
2 02/10/22 REVISED PER CITY COMMENTS
AREA WITHIN OUTLOT A ENTIRELY WITHIN
DRAINAGE & UTILITY EASEMENT
D&U EASEMENT
30'
3
0
'
PRELIMINARY PLAT OF TANAGER CREEK
2
0
0
'
2
2
3
'200'
2
2
5
'
2
5
6
'238'40'WET
L
A
N
D
BUF
F
E
R
&
SET
B
A
C
K
75'
LAKESHORE
SETBACK
50'50'50'75'LA
K
E
S
H
O
R
E
SE
T
B
A
C
K
189'
141'
99'
RESIDENCE TO NORTH (OFF-PLAN)
APPROX. 55' SETBACK FROM OHWL
OHWL
929.4
800 BROWN ROAD
920 BROWN ROAD
930 BROWN ROAD
DELINEATED WETLAND BOUNDARY
OHWL
929.4
BROWN ROAD (CO RD 146)DELINEATED WETLAND BOUNDARY
N
0 20'40'
APPROX. VIEW SETBACK
(VARIANCE REQUESTED)
REMOVE EXISTING UTILITY SERVICES
COORDINATE WITH UTILITY OWNERS
DEMOLISH EX. HOUSE
AND GARAGE
REMOVE EX. BITUMINOUS DRIVEWAY
LEGEND
EX BITUMINOUS PAVEMENT
EX UNGD GAS
EX UNGD COMM
EX OVH ELEC
EX CONIFEROUS TREE
EX DECIDUOUS TREE
REMOVE BITUMINOUS
REMOVE BUILDING
REMOVE TREE
GENERAL NOTES
1.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED
PRIOR TO ANY EARTH DISTURBING ACTIVITIES INCLUDED TREE
CLEARING, DEMOLITION, AND GRADING.
2.CONTRACTOR SHALL PROTECT TREES NOT SCHEDULED FOR
REMOVAL. INSTALL SNOW FENCE OR OTHER PERIMETER CONTROL
MEASURE TO PROTECT AREA WITHIN DRIPLINE OF TREES TO
REMAIN.
3.COMPLETELY REMOVE STRUCTURES AND OTHER IMPROVEMENTS
SCHEDULED FOR REMOVAL. REMOVE ALL STRUCTURE, FOUNDATION,
UTILITIES, AND APPURTENANCES TO PROVIDE CLEAN SITE FOR
GRADING ACTIVITIES.
4.CONTRACTOR SHALL PROMPTLY REMOVE DEMOTION DEBRIS FROM
THE SITE AND DISPOSE OF ACCORDING TO LOCAL, STATE, AND
FEDERAL REGULATIONS.
5.TREES AND BRUSH NOTED FOR REMOVAL SHALL BE COMPLETELY
REMOVED INCLUDING STUMPS AND ROOTS 3" IN DIAMETER AND
LARGER.
6.WORK WITHIN THE RIGHT-OF-WAY OF BROWN ROAD WILL REQUIRE
PERMIT FROM HENNEPIN COUNTY. CONTRACTOR SHALL ACQUIRE
NECESSARY PERMITS PRIOR TO COMMENCING WORK.
PLOTTED:COMM. NO.
DRAWING NO.
----16628
TANAGER
CREEK
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
01/14/2022
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
860 BROWN ROAD
ORONO, MN
ETHAN DE NARAY
PRELIMINARY PLAT
1 01/14/22 PRELIMINARY PLAT SUBMITTAL
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.01/14/2022
ADAM THIELE, PE
2 02/10/22 REVISED PER CITY COMMENTS
9
3
0
93
5
940940940 94594592
9
9
3
1
9
3
2
93
3
93
4
9
3
6
93
7
93
8
93
9
941941942942943943944944946946947 947948948945
950
944
94
6
947
948
949 935940945945931932933934936937938939941942943944946946947947
9
3
0
935
931
932
933
934
936
937
938
939941942
945941942943944946
935
935
940932
933
933
933
934
934
934
93693793893994
1
9419429429439439409459459
3
7
9
3
8
9
3
9
941942943
9439449449409459399419429439449469469
4
7
947948948800 BROWN ROAD
920 BROWN ROAD
930 BROWN ROAD
OHWL
929.4
BROWN ROAD (CO RD 146)LOT 1
R45
LOT 2
LOT 3OUTLOT A24'N
0 20'40'
LFE=936.5
LFE
=
9
3
7
.
0FFE=
9
4
7
.
0
LFE=939.0FFE=949.0
FFE=946.5
INSTALL DUAL SILT
FENCE ALONG WETLAND
FILTRATION BASIN
BOT=933.00
NWL=934.00
HWL=934.51
EOF=934.50
100-YR HWL = 931.1
945.5
LEGEND
EXIST BITUMINOUS PAVEMENT
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED CULVERT
PROPOSED DRAINTILE
PROPOSED SEWER FORCEMAIN
EX CONIFEROUS TREE
EX DECIDUOUS TREE
GENERAL NOTES
1.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR
TO ANY EARTH DISTURBING ACTIVITIES INCLUDED TREE CLEARING,
DEMOLITION, AND GRADING.
2.CONTRACTOR SHALL PROTECT TREES NOT SCHEDULED FOR REMOVAL.
INSTALL SNOW FENCE OR OTHER PERIMETER CONTROL MEASURE TO
PROTECT AREA WITHIN DRIPLINE OF TREES TO REMAIN.
3.INDIVIDUAL LOT GRADES SHOWN ARE PRELIMINARY AND NOT FINAL.
FINAL GRADING WILL BE PROPOSED AT TIME OF BUILDING PERMIT
APPLICATIONS.
4.MAXIMUM SLOPES WITHIN RESIDENTIAL LOTS SHALL BE NO MORE THAN
4:1. SLOPES OF PROPOSED FILTRATION BASIN SHALL BE 3:1 MAX.
5.RESTORE DISTURBED AREAS WITH MNDOT SEED MIX 22-112, EXCEPT
FOR FILTRATION BASIN WHICH SHALL BE RESTORED USING MNDOT
SEED MIX 33-261.
6.WORK WITHIN THE RIGHT-OF-WAY OF BROWN ROAD WILL REQUIRE
PERMIT FROM HENNEPIN COUNTY. CONTRACTOR SHALL ACQUIRE
NECESSARY PERMITS PRIOR TO COMMENCING WORK.
REFERENCE NOTES
1 SILT FENCE OR SNOW FENCE SHALL BE USED TO PROTECT INDIVIDUAL
TREES DURING MASS GRADING OPERATIONS. MINIMIZE FINE GRADING
WITHIN DRIPLINES USING LOW-PRESSURE TIRED EQUIPMENT OR MANUAL
LABOR.
2 NORMAL OUTLET OF FILTRATION BASIN TO BE CONSTRUCTED AS EARTHEN
WEIR A MINIMUM OF 10' IN LENGTH AND 2' WIDE. INSTALL EROSION
CONTROL BLANKET TO PROTECT GRADING UNTIL VEGETATION IS
ESTABLISHED.
NORMAL OUTLET
ELEV=934.002
1
PLOTTED:COMM. NO.
DRAWING NO.
----16628
TANAGER
CREEK
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
01/14/2022
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
860 BROWN ROAD
ORONO, MN
ETHAN DE NARAY
PRELIMINARY PLAT
1 01/14/22 PRELIMINARY PLAT SUBMITTAL
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.01/14/2022
ADAM THIELE, PE
2 02/10/22 REVISED PER CITY COMMENTS
946.2
1
1
800 BROWN ROAD
920 BROWN ROAD
930 BROWN ROAD
PLOTTED:COMM. NO.
DRAWING NO.
----16628
TANAGER
CREEK
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
01/14/2022
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
860 BROWN ROAD
ORONO, MN
ETHAN DE NARAY
PRELIMINARY PLAT
1 01/14/22 PRELIMINARY PLAT SUBMITTAL
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.01/14/2022
ADAM THIELE, PE
2 02/10/22 REVISED PER CITY COMMENTS
OHWL
929.4
BROWN ROAD (CO RD 146)N
0 20'40'
FILTRATION BASIN
BOT=933.00
NWL=934.00
HWL=934.51
EOF=934.50
100-YR HWL = 931.1
LEGEND
PROPOSED CULVERT
PROPOSED DRAINTILE
PROPOSED SEWER FORCEMAIN
GENERAL NOTES
1.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR
TO ANY EARTH DISTURBING ACTIVITIES INCLUDED TREE CLEARING,
DEMOLITION, AND GRADING.
2.CONTRACTOR SHALL PROTECT TREES NOT SCHEDULED FOR REMOVAL.
INSTALL SNOW FENCE OR OTHER PERIMETER CONTROL MEASURE TO
PROTECT AREA WITHIN DRIPLINE OF TREES TO REMAIN.
3.CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY OWNERS TO
PREPARE DESIGN OF MAINS AND SERVICES FOR RESIDENTIAL LOTS.
4.PROPOSED GRINDER PUMP FED SEWER FORCEMAIN TO BE INSTALLED
WITH SERVICES AT EACH LOT. FINAL DESIGN TO BE DEVELOPED AFTER
APPROVAL OF PRELIMINARY PLAT.
5.STORMWATER TREATMENT TO BE PROVIDED BY PROPOSED FILTRATION
BASIN. PERMIT REQUIRED BY MINNEHAHA CREEK WATERSHED
DISTRICT (IN PROGRESS).
6.WORK WITHIN THE RIGHT-OF-WAY OF BROWN ROAD WILL REQUIRE
PERMIT FROM HENNEPIN COUNTY. CONTRACTOR SHALL ACQUIRE
NECESSARY PERMITS PRIOR TO COMMENCING WORK.
REFERENCE NOTES
1 DRIVEWAY CULVERTS TO BE INSTALLED AT TIME OF RESIDENTIAL HOME
CONSTRUCTION. CULVERTS SHALL BE 12" DIAMETER WITH 0.5% SLOPE
MIN. MATCH GRADING PLAN DITCH GRADES.
2 SEWER SERVICE STUBS TO BE PROVIDED FOR EACH LOT. FINAL DESIGN
AND LOCATION TO BE DETERMINED.
3 CONNECT TO EXISTING 1.25" SEWER FORCEMAIN WITHIN BROWN ROAD
RIGHT-OF-WAY.
CLEANOUT
INV=931.0
CLEANOUT
INV=931.0
CLEANOUT
INV=930.4
INSTALL END OF PIPE IN
MNDOT 3131 HEADWALL
INV=930.0
6" PERF. PIPE
SEE FILTRATION BASIN
DETAI THIS SHEET
1.25" PE FORCEMAIN
FORCEMAIN CLEANOUT
1
1
1
2 2
2
6" PERF. HDPE
SEE PLAN FOR INVERTS
DRAINAGE ROCK
MPCA FILTRATION MIX "C"
3:
1
S
L
O
P
E
M
A
X
12"+12"12"
FILTRATION BASIN DETAIL
3
LOT 1
LOT 2
LOT 3OUTLOT A
INV=930.3