HomeMy WebLinkAboutExhibit A NMC-Edina_Phase II Record Drawings_2018N
TITLESHEET NO.
0 1000 2000
SCALE IN FEET
TITLESHEET NO.
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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
LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE
OF MINNESOTA.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
TITLE SHEET
& DRAWING INDEX
23/27-1132.01
G-01 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_G-01_TITLE SHEET.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:05 PMNINE MILE CREEKH
W
Y
1
6
9
HWY
6
2
HW
Y
1
0
0
I-494
NINE MILE CREEK
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
GENERAL DRAWINGS
G-01 TITLE SHEET & DRAWING INDEX
G-02 SHEET LAYOUT
G-03 TABLE OF ESTIMATED QUANTITY
CIVIL DRAWINGS
C-01 CREEK PLAN: REACH 12
C-02 CREEK PLAN: REACH 12
C-03 PROFILE, SECTIONS & ELEVATIONS: REACH 12
C-04 CREEK PLAN: REACH 13
C-05 CREEK PLAN: REACH 13
C-06 SECTIONS & ELEVATIONS: REACH 13
C-07 CREEK PLAN: REACH 14
C-08 SECTIONS & ELEVATIONS: REACH 14
C-09 CREEK PLAN: REACH 15
C-10 SECTIONS & ELEVATIONS: REACH 15
DETAIL DRAWINGS
D-01 DETAILS
D-02 DETAILS
D-03 DETAILS, VRSS
D-04 DETAILS, TOE WOOD
D-05 DETAILS
D-06 DETAILS
RESTORATION DRAWINGS
R-01 RESTORATION PLAN REACHES 12 & 13
R-02 RESTORATION PLAN REACHES 14 & 15
BREN
RD. E
LON
D
ON
DE
R
RY
HWY
6
2
HWY
6
2
VERNON AVE. SWAL
N
U
T
D
R
.
G
L
E
A
S
O
N
GLEASON
T
R
A
C
Y
VALL
E
Y
VI
E
W VALLEY LANECAHIL
L
68T
H
70T
H
C
A
H
I
L
L
RA
I
L
R
O
AD
OHM
S
73RD
74TH
EDIN
A I.B.77TH70TH
REACH
1
2
REACH 14R
E
A
C
H
1
5
REACH 13
H
W
Y
1
0
0
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/012018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
SHEET LAYOUT
23/27-1132.01
G-02 0
JEFF WEISS
06/01/18 48031
1
-
PLAN: SHEET LAYOUT NCADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_G-02_SHEET INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:05 PMSCALE IN FEET
12006000
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION
EXISTING CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTION
PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER NINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH THE CITY OF EDINA AND STAKED IN THE FIELD.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
TABLE OF
ESTIMATED QUANTITIES
23/27-1132.01
G-03 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_G-03_TABLE OF ESTIMATED QUANTITY.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:05 PMTABLE OF ESTIMATED QUANTITIES
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
Item Description Unit Reach 12 Reach 13 Reach 14 Reach 15
A Mobilization/Demobilization L.S. --------
B Control of Water L.S. --------
C Traffic Control L.S. --------
Civil
D Construction Entrance Each 1 2 2 1
E Access and Haul Road L.S. --------
F Silt Fence L.F. 810 260 160 100
G Sediment Log L.F. 750 1,440 510 640
H Rock Filter Dike Each 1 2 1 1
I Tree Protection Fencing L.F.920 100 0 0
J Inlet Protection Each 2 6 0 4
K Clearing and Grubbing Acre 2.36 2.00 0.69 0.63
L Buckthorn Removal and Chemical Treatment of Stumps Acre 0.25 0.75 0.00 0.00
M Street Sweeping L.S. --------
N Temporary Mulch Acre 0.31 0.00 0.00 0.00
O Remove and Replace Fence L.F. 0 0 180 300
P Import and Install Root Wad Each 11 4 3 0
Q Clear and Salvage Trees and Install as Root Wad Each 2 3 0 0
R Clear and Salvage Trees and Install as Log Vane Each 0 4 0 0
S Relocate Sprinkler Heads L.S. --------
T Channel Cleanup, Debris Removal, and Disposal L.S. --------
U Grading S.Y.4,696 631 162 299
V Import Topsoil C.Y. 391 53 13 25
W Furnish and Install Storm Sewer Flared End Section Each 0 1 0 0
X Import Riprap, CL. III Ton 232 202 84 86
Y Construct Stream Crossing Each 2 1 0 1
Z Construct Cross Vane-Single Boulder L.F. 134 92 0 46
AA Construct Cross Vane-Double Boulder L.F.0 46 0 0
BB Construct Rock Vane-Single Boulder L.F. 105 22 192 0
CC Excavation, Bank Slope (P)C.Y. 276 212 57 77
DD Excavation, Riprap (P)C.Y. 198 174 81 84
EE Excavation, New Creek Channel (P)C.Y.1,624 0 0 0
FF Fill, Old Creek Channel (P)C.Y.1,321 0 0 0
Landscape
GG Seed Area Acre 2.27 1.24 0.56 0.66
HH Seed Mix 1: Wet Meadow Lbs. 3 4 6 7
HH Seed Mix 2: Floodplain Forest Lbs. 4 6 0 0
HH Seed Mix 3: Upland Construction Restoration Lbs. 0 0 0 0
HH Seed Mix 4: Wet Meadow South and West Lbs. 7 0 0 0
HH Seed Mix 5: Low Maintenance Turf Lbs. 47 0 0 0
HH Seed Mix 6: Cover Crop Lbs.228 124 56 66
II Sod S.Y.0 0 0 0
JJ Live Stake Each 70 50 40 15
KK Plant #5 Container Tree Each 26 14 5 0
LL Plant #2 Container Shrub Each 78 44 15 15
MM Shredded Hardwood Mulch C.Y. 93 52 9 9
NN Erosion Control Blanket S.Y.3,333 1,640 766 1,549
OO Vegetation Establishment and Warranty Period-Years One and
Two L.S. --------
PP Vegetation Maintenance Period- Years Three to Five L.S. --------
BID
QUANTITY
1.0
1.0
1.0
6.0
1
1,330
3,340
5
1,020
12
5.68
1.0
1.0
0.31
480
18
5
4
1
1
5,788
482
1
604
4
272
46
319
622
537
1,624
1,321
4.73
20
10
0
7
47
474
0
175
45
152
163
7,288
--
--
AS-BUILT
QUANTITY
--
--
1.0
1.0
1.0
6.0
1
100
2,664
5
50
3
5.68
1.0
1.0
1.40
480
0
27
4
1
2
8,309
0
1
646
4
156
93
242
810
975
1,624
1,321
4.73
20
10
0
7
47
474
0
175
45
152
163
4,764
5312
5314
5310
5308
5232
5228
5224
5304-0
6
5300SOO L
INE
RR
W
ST
0
+
0
0
1+00
2+00 3+004+00
5+006+0
0
7+00
WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTW
T
WTWTWTWT
WTWTWTWT WT
WT WT WTWT WT WT WT
WTWTWT
WT
WT WT W
T
WTWTWTWTWTWTWTWTWTWTWTWT
WT
WT WTWTWTWTWT
WTWTWT
WT
WT
WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WTWT
WT
WTWT
WTWTWTWTWTWTWTWTWTWTWTWTWT
WT
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
828.9 (FES)
829.2 (INV RCPA)
837.0 (CRN RCPA)
830.0 (INV RCPA)
838.0 (CRN RCPA)
BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
REACH 12 N
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 12
23/27-1132.01
C-01 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 12.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:06 PMSCALE IN FEET
60300 MATCH LINEREMOVE AND REINSTALL
FOOT BRIDGE (INCIDENTAL)
TREE TO BE SAVED
PROTECT EXISTING
SANITARY MANHOLE
ROCK SWALE (CLIII RIPRAP WITH FILTER)
10' WIDE X 12" DEEP
1.5' ABOVE CREEK BED
INSTALL TREE
PROTECTION FENCING
PROJECT ALIGNMENT
CREEK CLEANUP
AREA, REMOVE &
DISPOSE ALL DEBRIS
GRADE TO EL. 828.2
SEE (TYP.)
3
D-01
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN
HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY
OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND
AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING
CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER
TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF
GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE
THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED
WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS
SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE
UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED
WITH CITY OF EDINA AND STAKED IN THE FIELD.
EXCAVATE OFF-CHANNEL
SHALLOW POND 4.5' DEEP TO BOT.
EL. 822.9± w/2H:1V SIDE SLOPES
EXCAVATE 4'-WIDE BOT. w/2H:1V SIDE
SLOPE CHANNEL TO POND, CONNECT TO
CREEK AT EL. 827.4±, INSTALL BOULDER
WEIR AS DIRECTED WITH TOP EL. 828.9±
CONNECT INLET AND
OUTLET CHANNEL BOT.
TO POND AT EL. 827.4±
EXCAVATE 4'-WIDE BOT. w/2H:1V SIDE SLOPE
CHANNEL FROM POND, CONNECT TO CREEK
AT EL. 826.8±, INSTALL BOULDER WEIR AS
DIRECTED WITH TOP EL. 827.9±
RIPRAP STABILIZATION (TYP.)
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
EXCAVATE OFF-CHANNEL
SHALLOW POND 2' DEEP TO BOT.
EL. 825.4± w/2H:1V SIDE SLOPES
NOTE:
POND SHAPE TO BE FIELD FIT WITH
CONSULTATION WITH LANDOWNER
5181
5212
5232
5228
5224
5220
5216
5208
5112
5108
5161
5169 5165
5173
W 70T
H
S
T STSTSTSTSTSTSTSTSTST
ST
STSTSTSTSTST3+004+00
5+006+00
7+00
8+0
0 9+0010+00
11+00
12+
0
0
12+
3
5
WTWTWTWT
WTWTWT WT WT WT WT WT WT WT
WT
WT
WT WT
WT
WT WT WT WT
W
T
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WTT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
825.5 (INV RCPA)825.4 (INV RCPA)
825.1 (FES RCPA)
BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
REACH 12 N
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 12
23/27-1132.01
C-02 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 12.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:06 PMSCALE IN FEET
60300MATCH L
INE
LARGE EX. CULVERT
3
C-24
STATION 237+36
SEE GRADING SECTION
INSTALL TREE
PROTECTION FENCING
PERMANENT CREEK CROSSING
SEE
3
D-05
CREEK CLEANUP
AREA, REMOVE &
DISPOSE ALL DEBRIS
CONT. CREEK REALIGNMENT
SEE
1
C-24
2
C-24
PERMANENT CREEK CROSSING
SEE
3
D-05
FILL EXISTING CHANNEL TO
MAXIMUM EL. 828.7, SLOPE TO
DRAIN TO NEW CHANNEL
FILL EXISTING CHANNEL TO
MAXIMUM EL. 828.7, SLOPE TO
DRAIN TO NEW CHANNEL
3
D-01
GRADE TO EL. 828.5
SEE (TYP.)
GRADE TO EL. 828.7
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN HENNEPIN COUNTY FEET
PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY OWNER OR OWNER'S
REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION.
CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION EXISTING
CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF GRADING FOR EACH
LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTION
PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED WITH TOPSOIL, SEED
W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS SECTIONAL AREA DURING RIPRAP
INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE UNLESS AUTHORIZED BY
OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH CITY OF EDINA AND
STAKED IN THE FIELD.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
EXTENDED STORM
SEWER TO CREEK
824
826
828
830
832
824
826
828
830
832
5+09 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50PVI STA = 5+09.00PVI EL = 825.40PVI STA = 5+33.00PVI EL = 825.40PVI STA = 5+80.00PVI EL = 824.50PVI STA = 6+20.00PVI EL = 825.40PVI STA = 6+70.00PVI EL = 825.40PVI STA = 7+00.00PVI EL = 824.50PVI STA = 7+30.00PVI EL = 825.40PVI STA = 7+50.00PVI EL = 825.40PVI STA = 7+79.86PVI EL = 823.82PVI STA = 8+20.87PVI EL = 825.19PVI STA = 8+50.00PVI EL = 824.00PVI STA = 8+80.00PVI EL = 825.40PVI STA = 9+05.00PVI EL = 825.40PVI STA = 9+40.00PVI EL = 823.50PVI STA = 9+74.00PVI EL = 825.40PVI STA = 9+95.00PVI EL = 825.40PVI STA = 10+30.00PVI EL = 824.00PVI STA = 10+50.00PVI EL = 825.40PVI STA = 10+70.00PVI EL = 825.40PVI STA = 11+00.00PVI EL = 824.00PVI STA = 11+30.00PVI EL = 825.40PVI STA = 11+60.00PVI EL = 824.00PVI STA = 11+86.00PVI EL = 825.40PVI STA = 12+32.00PVI EL = 825.40PROJECT ALIGNMENT
237+36
810
820
830
840
850
810
820
830
840
850
0 10 20 30 400-10-20-30-40-50-60-70-80
-0.50%
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
PROFILE, SECTIONS & ELEVATIONS
REACH 12
23/27-1132.01
C-03 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 12.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:07 PMREACH 12 STRUCTURES TABLE
NOTE: ALL STRUCTURES ARE LOCATED ON THE STREAM RE-MEANDER.
1
-
CREEK REALIGNMENT PROFILE
3
-
GRADING SECTION
SCALE IN FEET
100 20
EXISTING GROUND
SURFACE
FILL EXISTING
CREEK CHANNEL
EXISTING GROUND SURFACE
2H:1V
4H:1V
20.00'
12.00'1.50'3.50' MIN.2
-
CREEK REALIGNMENT TYPICAL SECTION
EXISTING GROUND SURFACE
FINAL GRADE (TYP.)
2H:
1
V
4H:1V
63
SCALE IN FEET
0
EXTEND 2H:1V GRADE TO EXISTING
SURFACE AS REQUIRED (EITHER
BANK, SEE PLAN)
NEW CREEK CHANNEL
EXCAVATION
SEE
2
-
HORIZONTAL SCALE IN FEET
60300 63
VERTICAL SCALE IN FEET
0
NEW CREEK BED SURFACE
EL. 828.7GRADE TOWARD NEW CHANNEL .POOL DEPTH VARIES, SEE PROFILE
STRUCTURE
FIRST CONTROL POINT
E1
SECOND CONTROL POINT
E2
THIRD CONTROL POINT
E3
BEDDING MATERIAL FILTER MATERIAL
THICKNESS
(IN)
Notes
STATION(FT)ELEVATION(FT)STATION(FT)ELEVATION(FT)STATION(FT)ELEVATION(FT)
TYPE THICKNESS(IN)
ROCK CROSS VANES - SEE DETAIL 1 ON D-06
1 3+08 828.59 2+94 826.30 3+07 828.59 CLASS II 18 6 3' DIAMETER BOULDERS
2 12+00 826.60 11+86 825.40 12+00 826.60 CLASS II 18 6 3' DIAMETER BOULDERS
ROOT WADS - SEE DETAIL 2 ON D-01
1 4+71 827.80 4+81 826.30 –––––
2 4+83 827.80 4+91 826.30 –––––
3 4+90 827.80 4+98 826.30 –––––
4 6+84 827.40 6+91 825.90 –––––
5 6+95 827.40 7+01 825.90 –––––
6 7+08 827.40 7+12 825.90 –––––
7 7+20 827.40 7+26 825.90 –––––
8 9+21 827.20 9+30 825.70 –––––
9 9+35 827.20 9+43 825.70 –––––
10 9+49 827.20 9+57 825.70 –––––
11 10+22 827.00 10+29 825.50 –––––
12 10+31 827.00 10+38 825.50 –––––
13 10+43 827.00 10+49 825.50 –––––
ROCK VANES - SEE DETAIL 2 ON D-05
1 0+37 827.50 0+54 829.50 ––CLASS II 18 6 3' DIAMETER BOULDERS
2 0+84 827.30 1+02 829.30 ––CLASS II 18 6 3' DIAMETER BOULDERS
3 1+50 827.00 1+68 829.00 ––CLASS II 18 6 3' DIAMETER BOULDERS
4 1+92 826.00 2+07 828.00 ––CLASS II 18 6 3' DIAMETER BOULDERS
5 2+26 826.00 2+41 828.00 ––CLASS II 18 6 3' DIAMETER BOULDERS
6 4+48 825.60 4+61 827.80 ––CLASS II 18 6 3' DIAMETER BOULDERS
7 8+32 825.30 8+45 827.60 ––CLASS II 18 6 3' DIAMETER BOULDERS
STREAM CROSSINGS - SEE DETAIL 3 ON D-05
1 5+18 825.40 5+33 825.30 –––––
2 9+79 825.30 9+95 825.20 –––––
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
7100511251087211-721572017201-
720571907170W 70TH ST72ND ST WMETR
O
B
L
V
D
METRO BLVD ( FRONTAGE RD )STSTSTSTSTSTST
STSTSTSTSTSTSTSTST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
WT
WT
WT WTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WTWTWT
WTWTWTWTWTWT
W
T WT WTWTWTWT WTTTTTTTTTTTTTTTTTT
T
T
T
T
T
T
T
T
T
T
T
T TTTTTTTTTTTTTTTTTTTTT821.0 (INV 48" CMP)
820.7 (INV 30" CMP)
824.3 (INV 18" C
825.5 (INV RCPA)825.4 (INV RCPA)
825.1 (FES RCPA)
822.6 (TP SPIKE 109)823.1 (GPS SPIKE 110)72ND ST W
245+00245+00
246+
0
0
246+
0
0
247+00247+00
248+
0
0
248+
0
0
249+
0
0
249+
0
0
250+0
0
250+0
0
251+0
0
251+0
0
252+00252+00
253+00253+00
254+00254+00
255+0
0
255+0
0
256+00256+00
257+00257+00
BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
PLAN: REACH 13 NREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 13
23/27-1132.01
C-04 0
JEFF WEISS
06/01/18 48031
SCALE IN FEET
80400
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 13.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:07 PMCREEK CLEANUP AREA,
REMOVE & DISPOSE ALL
DEBRIS
CREEK CLEANUP AREA,
REMOVE & DISPOSE ALL
DEBRIS
NO ACCESS TO 70TH ST
PERMITTED
ACCESS FROM ROAD,
PROTECT STORM
SEWER IN THE AREA
MATCH LINE1
C-27
STATION 245+75
SEE GRADING SECTION
PROTECT EXISTING CMP
PROTECT EXISTING
TREE ROOTS
2
C-27
STATION 250+86
SEE GRADING SECTION
REMOVE 50 CY SAND UNDER BRIDGE,
RE-GRADE AND ADD 50 TON CL II RIPRAP
TO CREATE LOW-FLOW CHANNEL 20"
WIDE
PROTECT BOARDWALK
TRAIL AND FOOTERS
PROTECT TREES AS
DIRECTED BY ENGINEER
PROJECT ALIGNMENT
PROVIDE RIPRAP OUTFALL
AT EX. CMP END SECTION
SEE
1
D-05
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE
MARKED SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE
SURVEYS WITH THE CITY AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION
CONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL
BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH CITY OF EDINA AND STAKED IN THE FIELD.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
7230-3227240-4272017201-
7205
7261-65725072757271-72ND ST WMETR
O
B
L
V
D
ST
ST
ST
ST
ST
ST
STSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
ST WTWTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WT WT WTWTWTWTWTWT
WT
WT WTWT WTWTWTWTWT
WTWT WTWTWTWTWTWTWTWTWTWTWTWTWTTTTTTTTT
T
T TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT821.0 (INV 48" CMP)
820.7 (INV 30" CMP)
824.3 (INV 18" CMP)
822.6 (TP SPIKE 109)823.1 (GPS SPIKE 110)72ND ST W
254+00254+00
255+0
0
255+0
0
256+00256+00
257+00257+00 258+00258+00259+00259+00 260+00260+00261+00261+00262+00262+00
263+
0
0
263+
0
0
264+00264+00
265+00265+00
266+00266+00
267
+
0
0
267
+
0
0
268
+
0
0
268
+
0
0
BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
PLAN: REACH 13 NREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 13
23/27-1132.01
C-05 0
JEFF WEISS
06/01/18 48031
SCALE IN FEET
80400
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 13.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:08 PMMATCH LINECLIENT
BID
CONSTRUCTION
06/01/18
A B C 0 1 2 3
SITE ACCESS FROM ROAD
CONTRACTOR TO PROVIDE ENGINEER A PLAN SHOWING TEMPORARY
TRAFFIC CONTROL LAYOUT AND DEVICES USED IN ACCORDANCE WITH
THE MN MUTCD MANUAL (2018 VER.)
3
C-27
STATION 257+68
SEE GRADING SECTION
4
C-27
STATION 259+61
SEE GRADING SECTION
PROVIDE 30" CMP END
SECTION AND PROVIDE
RIPRAP OUTFALL, SEE
NEW CREEK REALIGNMENT; 15-FT BOTTOM WIDTH, 2H:1V SIDE
SLOPES, NEW CREEK TO MATCH EXISTING BOTTOM GRADES.
INCLUDES RIPRAP ON BANK AS SHOWN
PROJECT ALIGNMENT
1
D-05
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND AT THE
CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER TO
DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE THE
PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH CITY OF EDINA AND STAKED IN THE FIELD.
STAGI
N
G
A
R
E
A
PERMANENT CREEK CROSSING
SEE
3
D-05
PROJECT ALIGNMENT
245+75
810
820
830
840
850
810
820
830
840
850
0 10 20 30 400-10-20-30-40
PROJECT ALIGNMENT
250+86
810
820
830
840
810
820
830
840
0 10 20 300-10-20-30
PROJECT ALIGNMENT
257+68
800
810
820
830
840
800
810
820
830
840
0 100-10-20
PROJECT ALIGNMENT
259+61
800
810
820
830
840
800
810
820
830
840
0 10 200-10-20
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
SECTIONS & ELEVATIONS
REACH 13
23/27-1132.01
C-06 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 13.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:08 PMREACH 13 STRUCTURE TABLE
1
-
GRADING SECTION
SCALE IN FEET
20100
EXISTING GROUND SURFACE
2
-
SCALE IN FEET
20100
3
-
SCALE IN FEET
20100
4
-
SCALE IN FEET
20100
EXISTING GROUND SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND SURFACE
GRADING SECTION
GRADING SECTION
GRADING SECTION
2H:1V BANK SLOPE
2H:1V BANK SLOPE
2H:1V BANK SLOPE
STRUCTURE
FIRST CONTROL POINT
E1
SECOND CONTROL POINT
E2
THIRD CONTROL POINT
E3
BEDDING MATERIAL FILTER
MATERIAL
THICKNESS
(IN)
Notes
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
TYPE THICKNESS
(IN)
ROCK CROSS VANES - SEE DETAIL 1 ON D-06
1 246+63 826.20 246+50 824.00 246+64 826.20 CLASS II 18 6 3' DIAMETER BOULDERS
2 249+31 824.80 249+17 823.00 249+31 824.80 CLASS II 18 6 3' DIAMETER BOULDERS
3 256+62 821.40 256+47 820.60 256+62 821.40 CLASS II 18 6 3' DIAMETER BOULDERS
ROOT WADS - SEE DETAIL 2 ON D-01
1 248+54 824.80 248+60 823.30 –––––
2 248+67 824.80 248+78 823.30 –––––
3 248+85 824.80 248+96 823.30 –––––
4 259+40 821.50 259+50 820.00 –––––
5 259+51 821.50 259+64 820.00 –––––
6 259+65 821.50 259+74 820.00 –––––
7 259+82 821.50 259+93 820.00 –––––
ROCK VANES - SEE DETAIL 2 ON D-05
1 247+86 823.00 248+02 825.50 ––CLASS II 18 6 3' DIAMETER BOULDERS
2 257+29 819.90 257+44 821.90 ––CLASS II 18 6 3' DIAMETER BOULDERS
3 257+63 819.90 257+80 821.90 ––CLASS II 18 6 3' DIAMETER BOULDERS
LOG VANES - SEE DETAIL 1 ON D-01
1 250+07 822.20 250+17 824.10 –––––
2 250+82 821.90 250+93 823.60 –––––
3 251+56 821.80 251+67 823.20 –––––
4 252+31 821.60 252+46 822.80 –––––
STREAM CROSSINGS - SEE DETAIL 3 ON D-05
1 257+02 820.10 257+20 819.90 –––––
2H:1V BANK SLOPE
WITH RIPRAP
SEE4
D-012H:1V BANK SLOPE
WITH RIPRAP
SEE4
D-01
PROTECT BOARDWALK
TRAIL AND FOOTINGS
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
STATE HWY 100STSTSTSTSTSTSTSTS
T
S
T
STSTSTSTSTSTSTSTSTWT WT
WT
WT WT
WT
WT WT WT
WT
WT
WT
WT
WT
WT WTWT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
816.7 (WEIR)816.6 (WEIR)
821.6 (CRN RCP)
820.1 (INV 12" RCP)
817.1 (INV 24" CMP)
816.6 (INV 55" RCP)
816.7 (FES)281+
0
0
281+
0
0
282+
0
0
282+
0
0
283+0
0
283+0
0
28
4
+
0
0
28
4
+
0
0
285+00285+00
286+
0
0
286+
0
0
287+00287+00
288+00288+00 289+00289+00290+00290+00291+00291+00BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
REACH 14 NREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 14
23/27-1132.01
C-07 0
JEFF WEISS
06/01/18 48031
SCALE IN FEET
60300
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 14.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:09 PMRIPRAP BANK PROTECTION, PLACE
TOP OF RIPRAP TO EL. 821.5
SEE
REMOVE, SALVAGE AND REPLACE
EXISTING FENCE AS DIRECTED
STATION 283+38
SEE GRADING SECTION
NORM
A
N
D
A
L
E
B
L
V
D
CREEK CLEANUP AREA, REMOVE &
DISPOSE ALL DEBRIS
1
C-29
PROTECT TREES AS
DIRECTED BY ENGINEER
PROJECT ALIGNMENT
SITE ENTRANCE
SITE ENTRANCE
4
D-01
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION EXISTING
CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTION
PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH CITY OF EDINA AND STAKED IN THE FIELD.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
2015 PROJECT ALIGNMENT
283+96
800
810
820
830
840
800
810
820
830
840
0 10 20 30 400-10-20-30-40
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
SECTIONS & ELEVATIONS
REACH 14
23/27-1132.01
C-08 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 14.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:09 PMREACH 14 STRUCTURES TABLE
GRADING SECTION1
--
SCALE IN FEET
100 20
EXISTING GROUND SURFACE
STRUCTURE
FIRST CONTROL POINT
E1
SECOND CONTROL POINT
E2
THIRD CONTROL POINT
E3
BEDDING MATERIAL FILTER
MATERIAL
THICKNESS
(IN)
Notes
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
TYPE THICKNESS
(IN)
ROCK VANES - SEE DETAIL 2 ON D-05
1 283+22 815.90 283+35 817.90 ––CLASS II 18 6 3' DIAMETER BOULDERS
2 283+43 815.50 283+57 817.50 ––CLASS II 18 6 3' DIAMETER BOULDERS
3 283+65 815.50 283+79 817.50 ––CLASS II 18 6 3' DIAMETER BOULDERS
4 288+13 815.30 288+28 817.40 ––CLASS II 18 6 3' DIAMETER BOULDERS
5 288+45 814.80 288+62 817.40 ––CLASS II 18 6 3' DIAMETER BOULDERS
6 288+73 815.00 288+86 817.40 ––CLASS II 18 6 3' DIAMETER BOULDERS
7 288+97 815.00 289+09 816.80 ––CLASS II 18 6 3' DIAMETER BOULDERS
8 289+20 814.90 289+29 816.80 ––CLASS II 18 6 3' DIAMETER BOULDERS
ROOT WADS - SEE DETAIL 2 ON D-01
1 283+11 817.90 283+21 816.40 –––––
2 283+36 817.50 283+43 816.00 –––––
3 283+59 817.50 283+62 816.00 –––––
2H:1V BANK SLOPE
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
7730W 77TH STSTATE HWY 100 STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST
STSTSTSTSTSTSTSTSTSTSTX
X
X
X X X X X X X X X X X X X X X XTTTTTTTTTT
TTTTTTTTTT
TTTTTTTTTTTTTTTTTTTTT 812.3 (WEIR)812.3 (WEIR)
812.2 (WEIR)
811.5 (INV 84" CMP)
812.9 (INV 60" CMP)
812.5 (INV 18" CMP)
812.5 (INV 21" CMP)812.9 (INV 60" CMP)
294+00
295+00
296+00 297+00
298+00
299+00 300+00 301+00 302+00 303+00
BANK GRADING
RIPRAP STABILIZATION
SEE
ROCK CROSS VANE-SINGLE
BOULDER, SEE
ROCK VANE, SEE
SYMBOL AND PATTERN LEGEND
TOE WOOD
SEE SHEET D-04
ROOT WAD, SEE
LOG VANE, SEE
VRSS
SEE SHEET D-03
CONSTRUCTION LIMITS
2H TO 1V TYP.
FLOODPLAIN GRADING
10H TO 1V TYP.
1
D-06
2
D-05
1
D-01
2
D-01
REGIONAL TRAIL
(NEW CONST. BY OTHERS)
CITY STORM SEWERST
EXISTING 10' CONTOUR
EXISTING 2' CONTOUR
CITY TRAILST
WETLAND BOUNDARY
3
D-01
SEE
3
D-01SEE
4
D-01
1
D-05
EXISTING CREEK
CHANNEL FILL
WT
ROCK CROSS VANE-DOUBLE
BOULDER, SEE 2
D-06
1
-
GENERAL PLAN NREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
CREEK PLAN
REACH 15
23/27-1132.01
C-09 0
JEFF WEISS
06/01/18 48031
SCALE IN FEET
60300
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 15.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:09 PM2
C-31
STATION 298+58
SEE GRADING SECTION
1
C-31
STATION 296+63
SEE GRADING SECTION
REMOVE AND REPLACE 330
LF CHAIN LINK FENCE
3
D-05
PROVIDE RIPRAP
OUTFALL
SEE
1
D-05
PROVIDE RIPRAP
OUTFALL
SEE
1
D-05
PROVIDE RIPRAP
OUTFALL
SEE
1
D-05
PROVIDE RIPRAP
OUTFALL
SEE
1
D-05
PERMANENT CREEK CROSSING
SEE
PROJECT ALIGNMENT
STATE RIGHT OF WAY
GENERAL NOTES:
1. TOPO AND CONTROL GROUND SURVEY CONDUCTED BY BARR ENGINEERING IN YEARS 2014-2016 IN
HENNEPIN COUNTY FEET PROJECTION.
2. IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY, MINNESOTA, 2015.
3. PARCELS AND STORM SEWER LINE WORK PROVIDED BY THE CITY OF EDINA.
4. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK.
5. SELECTED TREES WITH A DIAMETER OF 6 INCHES OR LARGER SHALL BE MARKED "TO BE SAVED" BY
OWNER OR OWNER'S REPRESENTATIVE. TREES REMOVED THAT ARE MARKED SHALL BE REPLACED IN KIND
AT THE CONTRACTORS EXPENSE.
6. ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING
CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER
TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.
7. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TO COMMENCEMENT OF
GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSION CONTROL PLANS ARE PROVIDED INSIDE
THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
8. ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIES SHALL BE STABILIZED AND RESTORED
WITH TOPSOIL, SEED W/COVER CROP AND EROSION CONTROL BLANKET OR STRAW MULCH.
9. CONTRACTOR TO MAINTAIN EXISTING STREAM BOTTOM WIDTH SO NOT TO DECREASE CREEK CROSS
SECTIONAL AREA DURING RIPRAP INSTALLATION.
10. NON-WOODY DEBRIS FOUND IN CREEK WITHIN THE CONSTRUCTION LIMITS SHALL BE DISPOSED OFF-SITE
UNLESS AUTHORIZED BY OWNER OR OWNER'S REPRESENTATIVE.
11. VEGETATED BUFFER MARKERS TO BE INSTALLED PER MINE MILE CREEK WATERSHED REQUIREMENTS.
12. CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TO BE COORDINATED
WITH CITY OF EDINA AND STAKED IN THE FIELD.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
2015 PROJECT ALIGNMENT
296+63
800
810
820
830
840
800
810
820
830
840
0 10 20 30 400-10-20-30-40-50
2015 PROJECT ALIGNMENT
298+58
800
810
820
830
840
800
810
820
830
840
0 10 200-10-20-30-40
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
SECTIONS & ELEVATIONS
REACH 15
23/27-1132.01
C-10 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_REACH 15.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PMREACH 15 STRUCTURES TABLE
1
-
GRADING SECTON
SCALE IN FEET
20100
EXISTING GROUND SURFACE
2
-
GRADING SECTION
SCALE IN FEET
20100
EXISTING GROUND SURFACE
2H:1V BANK SLOPE
2H:1V BANK SLOPE
STRUCTURE
FIRST CONTROL POINT
E1
SECOND CONTROL POINT
E2
THIRD CONTROL POINT
E3
BEDDING MATERIAL FILTER
MATERIAL
THICKNESS
(IN)
Notes
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
STATION
(FT)
ELEVATION
(FT)
TYPE THICKNESS
(IN)
ROCK CROSS VANES - SEE DETAIL 3 ON D-01
1 299+56 812.90 299+42 810.60 299+57 812.90 CLASS II 18 6 3' DIAMETER BOULDERS
STREAM CROSSINGS - SEE DETAIL 3 ON D-01
1 297+76 812.30 297+92 812.20 –––––
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
BANK HEIGHT
15' MIN. LENGTH
GENERAL NOTES:
1. THE ENGINEER MUST BE NOTIFIED AT LEAST 3 DAYS PRIOR TO ROOT WAD INSTALLATION
AND MUST BE ON SITE DURING INSTALLATION.
2. TO THE EXTENT POSSIBLE, ROOT WADS SHOULD BE CREATED FROM TREES THAT WILL BE
REMOVED FROM THE SITES WITHIN THE PROJECT AREA.
3. CONSTRUCTION SHOULD PROCEED FROM DOWNSTREAM TO UPSTREAM IN AREAS
WHERE MORE THAN ONE ROOT WAD WILL BE INSTALLED AS SHOWN ON THE DRAWINGS.
4. EXCAVATE A TRENCH ALONG THE STREAMBANK TOE FOR THE FOOTER LOGS.
5. PLACE THE FOOTER LOGS INTO THE TRENCH, WITH THE TOPS OF THE LOGS AT
SPECIFIED ELEVATIONS FOR EACH SITE.
6. EXCAVATE A TRENCH IN WHICH TO PLACE THE ROOT WAD. IN SOFT SOILS IT MAY BE
POSSIBLE TO DRIVE THE ROOT WAD INTO THE BANK WITH EQUIPMENT AFTER
SHARPENING THE END TO A POINT. CARE SHALL BE TAKEN NOT TO DAMAGE THE ROOT
WAD.
7. THE ROOT WAD MUST BE PLACED IN THE BANK SO THAT THE BACK OF THE ROOT FAN
RESTS AGAINST THE FRONT OF THE FOOTER LOG.
8. THE ROOT FAN MUST BE PLACED SUCH THAT THE FAN IS PERPENDICULAR TO THE FLOW
IN THE STREAM.
9. MOVING UPSTREAM, THE PROCESS IS REPEATED FOR EACH ADDITIONAL ROOT WAD AS
SHOWN ON THE DRAWINGS.
10. LARGE BOULDERS ARE PLACED AT THE ENDS OF EACH FOOTER LOG AND ON EITHER
SIDE OF THE TRUNK OF EACH ROOTWAD.
11. PLACE BACK FILL OVER THE BOULDERS AS NECESSARY WITH A COARSE FILTER
AGGREGATE (MN/DOT STANDARD SPECIFICATION 3142.2H) AND MATCH EXISTING GRADE
WITH 4" OF TOPSOIL.
12. REVEGETATE AND STABILIZE WITH EROSION CONTROL BLANKET AS SPECIFIED FOR EACH
SITE AS SHOWN IN THE DRAWINGS AND DIRECTED BY THE ENGINEER.
13. TRIM THE ROOTS THAT EXTEND ABOVE THE STREAM BANK TO A HEIGHT SLIGHTLY BELOW
BACK HEIGHT AS DIRECTED BY THE ENGINEER.
FL
O
W
POINT BAROUTSIDE
MEANDER
FOOTER LOG
FOOTER LOG
BOULDERS
(18"-24" DIAMETER)
ROOT WAD
B
30
°AP
P
R
O
X
--
A
--
2
--
DETAIL: ROOT WAD
NOT TO SCALE
B
--
SECTION: ROOT WAD
2H:1V
O
R
F
L
A
T
T
E
R
NOT TO SCALE
EROSION CONTROL BLANKET
A
CHANNEL THALWEG
ELEVATION
FOOTER LOG
(10-15" DIAMETER)12-18"DIAMETER--
SECTION: ROOT WAD
NOT TO SCALE
EXCAVATE, REPLACE, AND
COMPACT EXISTING
MATERIAL (TYP)
BANKFULL
(APPROX)
BOULDER
BANKFULL (APPROX)
ROOT WAD
CHANNEL THALWEG
ELEVATIONVARIESFOOTER LOGS
BOULDER6' MIN. LENGTH
E2
E1
E1
E2
EXCAVATE 3' DEEP SCOUR
HOLE IN CHANNEL BED
OUTSIDE MEANDER
CHANNEL THALWEG
POINT BAR
FLOW
DETAIL: LOG VANE
NOT TO SCALE 20-30°10' MIN.30-45°
-
1
A
--
SECTION: LOG VANE
NOT TO SCALE
B
--
SECTION: LOG VANE
NOT TO SCALE
BANKFULL
(APPROX)POINT BAR BOULDER
BANKFULL CUT (SEE
PLANS)
ORIGINAL BANKFULL
LINE
COARSE FILTER
AGGREGATE
5' MIN.
B
--
A
--
OUTSIDE
MEANDER
BOULDERS
(18"-24" DIAMETER)
12" MIN. DIA
LOG VANE
LOG TO BE PLACED
APPROXIMATELY HALF IN
STREAM AND HALF IN BANK
BOULDER
COARSE FILTER
AGGREGATE
XX MIN.GENERAL NOTES:
1. THE ENGINEER MUST BE NOTIFIED AT LEAST 3 DAYS PRIOR
TO LOG VANE INSTALLATION AND MUST BE ON SITE DURING
INSTALLATION.
2. TO THE EXTENT POSSIBLE, LOG VANES SHOULD BE CREATED
FROM TREES THAT WILL BE REMOVED FROM THE SITES
WITHIN THE PROJECT AREA.
3. EITHER DRIVE THE LOG VANE INTO THE BANK, OR EXCAVATE
A TRENCH IN WHICH TO PLACE THE LOG VANE. IF THE LOG
VANE IS DRIVEN INTO THE BANK, SHARPEN THE END OF THE
LOG VANE TO A POINT.
4. THE LOG VANE MUST BE PLACED AT APPROXIMATELY A 20-30
DEGREE ANGLE, OR AS DIRECTED BY THE ENGINEER.
5. THE LOG VANE MUST BE PLACED IN THE BANK SO THAT AT
LEAST 1/2 OF THE LOG VANE IS EMBEDDED INTO THE BANK.
6. LARGE BOULDERS ARE PLACED ON BOTH SIDES OF THE LOG
VANE AT THE INTERFACE WITH THE BANK.
7. LARGE BOULDERS ARE ALSO PLACED AT THE END OF THE
LOG VANE IN THE CHANNEL AS DIRECTED BY THE ENGINEER.
8. PLACE COARSE FILTER AGGREGATE (MN/DOT STANDARD
SPECIFICATION 3149.2H) AS BEDDING FOR BOULDERS IF
NECESSARY.
9. MATCH EXISTING GRADE OR PLANNED GRADE AS
APPROPRIATE WITH BACKFILL.
10. REVEGETATE AND STABILIZE WITH SEED AND MULCH AS
SPECIFIED FOR EACH SITE AS SHOWN IN THE DRAWINGS AND
DIRECTED BY THE ENGINEER.
11. EXCAVATE SCOUR HOLE IN STREAM BED ADJACENT TO LOG
VANE AS DIRECTED BY THE ENGINEER.
E2
E1
E1
E2
E1
SEE REACHGRADING SECTIONS(3.5' MIN.)2H:1V
O
R
F
L
A
T
T
E
R
RANDOM COMPACTED FILL
9" Mn/DOT GRANULAR FILTER MATERIAL
18" TYP. Mn/DOT RIPRAP CLASS III
RANDOM COMPACTED FILL
EXISTING GRADE
FILL WITH EXCAVATED
STREAM BED MATERIAL
EXISTING STREAM BED
24" TYP.4
--
DETAIL: RIPRAP BANK PROTECTION
NOT TO SCALE
GRADED BANK SLOPE
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
23/27-1132.01
D-01 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-01_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PM2H:1V
3
-
SECTION: BANK AND FLOODPLAIN GRADING
EXISTING GROUND SURFACE
2H:1
V
EXTEND 2% GRADE TO EDGE OF
CHANNEL AS REQUIRED (EITHER
BANK, SEE PLAN)
BANK
G
R
A
D
I
N
G
BAN
K
G
R
A
D
I
N
G
FLOODPLAIN GRADI
N
G
EXISTING NINE MILE
CREEK
NOTE; IF APPLICABLE; RIPRAP
NOT SHOWN FOR CLARITY 3.50' TYP.MAINTAIN EXISTING CREEK
BOTTOM WIDTH
NOT TO SCALE
OUTER FLOODPLAIN
ELEVATION POINT,
SEE PLAN
3H:1V TYP.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
4
2
6
2
3A
3B
SLOPE INSTALLATION
NOTES:
1.REFER TO MANUFACTURER RECOMMENDATIONS FOR STAPLE PATTERNS FOR SLOPE INSTALLATIONS.
2.PREPARE SOIL BY LOOSENING TOP 1-2 INCHES AND APPLY SEED (AND FERTILIZER WHERE REQUIRED)
PRIOR TO INSTALLING BLANKETS. GROUND SHOULD BE SMOOTH AND FREE OF DEBRIS.
3.BEGIN (A) AT THE TOP OF THE SLOPE AND ROLL THE BLANKETS DOWN OR (B) AT ONE END OF THE
SLOPE AND ROLL THE BLANKETS HORIZONTALLY ACROSS THE SLOPE.
4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP, WITH THE
UPHILL BLANKET ON TOP.
5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE
STYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY
12" APART.
6.BLANKET MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED BY ENGINEER.
5
-
DETAIL: EROSION CONTROL BLANKET - INSTALLATION
NOT TO SCALE
FLOW
FLOW
2H:1V
(
T
Y
P
)
DETAIL: ROCK FILTER DIKE3
-NOT TO SCALE
2' MIN.
COARSE AGGREGATE (SIZE
AND TYPE VARIES)
EXISTING GRADE
REMOVE ACCUMULATED SEDIMENT
AND DEBRIS, MAINTAIN AND REPLACE
ROCK AS REQUIRED
A
A
VARIES
6"GEOTEXTILE FABRIC
(OPTIONAL)
EXISTING GRADE
SECTION A-A
SECTION VIEW
VARIESGEOTEXTILE FABRIC
(OPTIONAL)
NOTES:
1. AGGREGATE SIZE MAY VARY AND DEPENDING ON CHANNEL SIZE, FLOW, SEDIMENT LOAD OR OTHER SITE
CONDITIONS. AGGREGATE USED SHOULD BE RELATIVELY FREE OF SEDIMENT PRIOR TO INSTALLATION.
2. ROCK FILTER DIKE SHALL BE CLEANED OR REPLACED WHEN SEDIMENT BUILD UP REACHES 1/2 OF THE
DIKE HEIGHT. ALTERNATIVELY A SECOND ROCK FILTER DIKE MAY BE INSTALLED DOWNSTREAM OF THE
EXISTING DIKE AT A SUITABLE DISTANCE.
3. ROCK FILTER DIKE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. ROCK,
GEOTEXTILE AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL
GRADING AND SITE STABILIZATION.
FLOW
SEDIMENT LOG WOOD STAKE
16" MINIMUMSEDIMENT LOG
WOOD STAKE
16" MINIMUMDETAIL: EROSION LOG - STAKING
-
1
NOT TO SCALE
SIDE VIEW FLAT
FRONT VIEW
FLOW
SEDIMENT LOG
SIDE VIEW ON SLOPE 16" MINIMUM
12"
MINIMUM
TOP VIEW
WOOD STAKE
OVERLAP ENDS
NOTES:
1. SEDIMENT LOG SHOULD BE INSTALLED ALONG CONTOURS (CONSTANT ELEVATION).
2. NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TO
SMOOTH SURFACE OR REMOVE DEBRIS.
3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN REACHING 1/2 OF LOG HEIGHT.
4. SEDIMENT LOG SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND
REPAIRED OR REPLACED AS REQUIRED.
DETAIL: SILT FENCE - MACHINE SLICED
-
7
NOT TO SCALE
DOWNSTREAM VIEW SECTION VIEW24" MIN.EMBED POST5 FT. MIN. LENGTH POST
AT 4 FT. MAX. SPACING
GEOTEXTILE FABRIC, 36" MIN.
MACHINE SLICE 8" TO 12"
DEPTH (PLUS 6" FLAP)
GRADE
PLASTIC ZIP TIES (MIN. 50 LBS
TENSILE STRENGTH) ON TOP
8" MIN. 3 PER POST
RUNOFF FLOW DIRECTION
MACHINE SLICE 8"-12"
DEPTH (PLUS 6" FLAP)
MACHINE SLICED SILT FENCE PER MN/DOT STD.
SPECIFICATION 3886, INSTALL PER MN/DOT
STD. SPEC. 25734' MAX.
(TYP.)
NOTES:
1. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. SILT
FENCE AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.
2. SILT FENCE INSTALLATION AND MATERIALS SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATIONS 2573 AND 3886.
3. NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SILT FENCE. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS.
4. WHEN SEDIMENT BUILD UP REACHES 1/3 OF FENCE HEIGHT, THE SILT FENCE SHOULD BE REMOVED OR A SECOND SILT FENCE INSTALLED UPSTREAM OF THE EXISTING FENCE AT A
SUITABLE DISTANCE.
5. WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.
ROTATE BOTH POSTS TOGETHER AT LEAST 180 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE POSTS TO
ACCOMMODATE THE 6 INCH FLAP. THEN DRIVE BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL.
GENERAL NOTES:
1. LIVE STAKE OR CUTTING PLANTED PERPENDICULAR TO GROUND SURFACE.
2. LIVE STAKE OR CUTTING SHALL BE SPACED 3' O.C. TYPICAL.
3. LIVE STAKE RO CUTTING SHALL BE 2" DIAMETER MINIMUM.
4. LIVE STAKE OR CUTTING SHALL BE 3' LENGTH MINIMUM.
4
-
DETAIL: LIVE CUTTINGS OR LIVE STAKES
NOT TO SCALE
LIVE CUTTING LIVE STAKE
SQUARE CUT
MINIMUM OF 2 BUDS
EXPOSED ABOVE GROUND
TAMP SOIL AROUND
CUTTING OR LIVE STAKE
SQUARE CUT
ANGLE CUT 30°-45°
1/4
3/4
DUMP STRAP
SILT SACK
REBAR FOR BAG
REMOVAL FROM
INLET
EXPANSION RESTRAINT
DUMP STRAPS
2
-
DETAIL: INLET PROTECTION - FILTER SACK
NOT TO SCALE
NOTES:
1. INLET PROTECTION SHALL BE INSTALLED
PRIOR TO ANY GRADING WORK IN THE
AREA TO BE PROTECTED OR
IMMEDIATELY FOLLOWING CATCHBASIN
INSTALLATION, AND SHALL BE
MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD.
2. MATERIALS SHALL BE SUFFICIENT TO
ALLOW FLOW WHILE BLOCKING
SEDIMENT. NO HOLES OR GAPS SHALL BE
PRESENT IN/AROUND FILTER SACK.
3. FILTER SACK SHOULD BE CLEANED AS
REQUIRED TO ALLOW FLOW INTO
CATCHBASIN.
4. MATERIALS AND ANY ACCUMULATED
SEDIMENT SHALL BE REMOVED IN
CONJUNCTION WITH THE FINAL GRADING
AND SITE STABILIZATION.
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
23/27-1132.01
D-02 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-02_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PMNOT TO SCALE
12' MI
N
DETAIL: ROCK CONSTRUCTION ENTRANCE
AS RE
Q
U
I
R
E
D
-
NOTES:
1. ENTRANCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION
PERIOD AND REPAIRED OR REPLACED AS REQUIRED TO PREVENT
TRACKING OFFSITE.
2. ENTRANCE SHALL BE REMOVED IN CONJUNCTION WITH FINAL
GRADING AND SITE STABILIZATION.
3. PROTECTION OF CURB & GUTTER, TRAILS AND SIDEWALKS DUE TO
CONTRUCTION ENTRANCE LOCATION SHALL BE CONSIDERED
INCIDENTAL.
6
LE
N
G
T
H
A
S
R
E
Q
U
I
R
E
D
50'
M
I
N
I
M
U
M
EXPAND FOR TURNING
RADIUS AS REQUIRED 6" MINIMUM
1"-2" WASHED ROCK
GEOTEXTILE FABRIC (OPTIONAL)
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
MATCH BOUNDING
ELEVATIONS
SHOWN ON PLANS.
COMMON
2 (TYP.)
1 (TYP.)
FILL
2H:1V
M
A
X
.
NOTES:
1. THE ENGINEER MUST BE NOTIFIED AT LEAST 3 DAYS PRIOR TO VRSS INSTALLATION AND MUST BE ON SITE
DURING INSTALLATION.
2. INSTALL RIPRAP AND GRANULAR FILTER AGGREGATE AS SPECIFIED IN SECTION 02375 AND AS SHOWN ON
THE DRAWINGS.
3. EXCAVATE THE EXISTING STREAMBANK SLOPE SHOREWARD FROM AND LEVEL WITH THE TOP OF THE RIPRAP
TO FORM A STABLE, UNDISTURBED SURFACE. A FLAT BENCH SHOULD BE CREATED FROM THE TOE OF THE
STABLE CUT SLOPE TO THE TOE OF THE PROPOSED STREAM BANK RIPRAP.
4. DORMANT CUTTINGS ARE TO BE PLACED ON TOP OF THE RIPRAP EXCAVATED BENCH AT 3 BRANCHES PER
LINEAR FOOT; THE BASAL END OF THE CUTTINGS SHOULD EXTEND AT LEAST 2 FOOT PAST THE BACK OF THE
RIPRAP. NO MORE THAN 6 INCHES OF THE BUDDING END OF THE LIVE BRANCH SHOULD EXTEND PAST THE
FRONT OF THE RIPRAP. COVER THE DORMANT CUTTINGS WITH TOPSOIL TO CREATE AN EVEN SURFACE FOR
THE CONSTRUCTION OF THE FIRST SOIL LIFT.
5. THE INNER LAYER OF EACH SOIL LIFT SHALL BE BIONET C125BN OR AN ENGINEER APPROVED EQUIVALENT.
LAY THE INNER LAYER OF BIONET ON TOP OF NATURAL FIBER MATTING OF EACH SOIL LIFT. FABRIC SHOULD
BE INSTALLED SMOOTH WITH NO UNNECESSARY FOLDS OR WRINKLES. STAKE THE SHOREWARD END OF THE
FIBER MATTING IN PLACE WITH WOODEN STAKES SPACED EVERY THREE FEET AS SHOWN ON THE DRAWINGS.
6. THE FIRST 6 TO 8 INCHES OF THE BOTTOM SOIL LIFT SHALL BE FILLED WITH GRAVEL AND SAND MATERIAL
EXCAVATED FROM THE STREAM BED. THE TOP 6 TO 8 INCHES ON THE FRONT OF SURFACE LAYER SHOULD BE
COMPRISED OF TOPSOIL MIX AS SHOWN ON THE DRAWINGS.
7. THE TOPSOIL LAYER SHALL BE SEEDED WITH THE VRSS SEED MIX AT 0.7 POUNDS PER 1,000 SQUARE FEET OF
LIFT SURFACE AREA AS SHOWN ON THE DRAWINGS.
8. FOLD THE FIBER MATTING OVER THE FILL MATERIAL AND STAKE IN PLACE SO THE FABRIC IS TAUT AND
SMOOTH WITH NO UNNECESSARY FOLDS OR WRINKLES. BACKFILL BEHIND THE BOTTOM SOIL LIFT WITH
GRANULAR FILTER MATERIAL TO MEET THE EXISTING SLOPE AS SHOWN ON THE DRAWINGS.NUMBER OF LIFTS VARIES2 LAYERS OF FABRIC:
OUTER = GEOCOIR/DeKowe 900 WOVEN
COCONUT FIBER MESH.
INNER = BIONET C125BN OR ENGINEER
APPROVED EQUIVALENT
DEAD STOUT STAKES (TYP.)
12" BARE ROOT SHRUBS
PLANTED ON TOP SIDE OF
EACH LAYER
SHRUBS PLACED 18" APART OR LESS
NUMBER OF LIFTS VARIES.
DETAIL: LIVE PLANT VEGETATED REINFORCED SOIL SLOPE (VRSS)
NOT TO SCALE-
2
B
--
A
--
A
--
SECTION: LIVE PLANT VEGETATED REINFORCED SOIL SLOPE (VRSS)
NOT TO SCALE2'-6"4"
OUTER FIBER
MATTING LAYER:
WOVEN COCONUT
FIBER MESH
INNER FIBER
MATTING LAYER:
C125BN
DEAD STOUT STAKE
CUT FROM UNTREATED
2x4 LUMBER
NORMAL WATER
SURFACE LEVEL
EXISTING CHANNEL BOTTOM
12"1'4'
TOPSOIL LAYER
(6-8" THICK)
FERTILIZER
GRAVEL & FILL MIXTURE FROM
TOE TRENCH EXCAVATION AS
DIRECTED BY ON-SITE
ENGINEER
FIELD STONE RIPRAP
12" LAYER FIELD STONE RIPRAP CLASS III, KEY
FIELD STONE INTO SLOPE. EXTEND 2' ON
EITHER SIDE OF TREATMENT.
4" MIN. LAYER GRANULAR
FILTER AGGREGATE MATCH BOUNDINGELEVATIONSSHOWN ON PLANS.NUMBER OF LIFTS VARIES.12" BARE ROOT SHRUBS
SPACED APPROX. 18" APART
EXISTING GROUND
SURFACE (TYP.)MATCH BOUNDINGELEVATIONSSHOWN ON PLANS.B
--
ELEVATION: LIVE PLANT VEGETATED REINFORCED SOIL SLOPE (VRSS)
NOT TO SCALE
SHRUBS PLANTED
ON EACH LAYER
--
DETAIL: LIVE PLANT VEGETATED REINFORCED SOIL SLOPE (VRSS)
ISOMETRIC VIEW
1
SEE DETAIL
1
NOT TO SCALE
INSET DETAIL
--
SEE ELEVATION
SEE SECTION
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
VEGETATED REINFORCED SOIL SLOPE
23/27-1132.01
D-03 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-03_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PMCLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
BASE ELEV.
A
A'
A
A'A'
A
A'
A
A'
A
A'
A
A'
A
A A'A'A'A A'
A A'A A'A'A A'
A A
A
1. INSTALLATION SUMMARY
BASE ELEV.
LOW WATER ELEV.
BANKFULL ELEV.
TOEWOOD BENCH CONSTRUCTION WILL BE DONE IN DRY WEATHER
CONDITIONS AFTER STREAM HAS BEEN DIVERTED AND SITE DEWATERED.
ENGINEER OR OWNER'S REPRESENTATIVE MUST BE PRESENT FOR
INSTALLATION OF TOEWOOD BENCH.
THE DRAWINGS ON THIS PAGE ARE NOT TO SCALE.
E1 REPRESENTS UPSTREAM STATION AND BANKFULL ELEVATION.
E2 REPRESENTS DOWNSTREAM STATION AND LOW WATER ELEVATION.
2. SUBGRADE AND FOOTER LOGS
DIRECTION OF FLOW
SPECIFICATION:
-8" TO 1' DIAMETER
-LIMBS REMOVED
-APPROX 10' LENGTH
PLACEMENT:
-EXCAVATE TO BASE ELEVATION - CONTRACTOR SHALL MAKE EFFORT TO
SEPARATE GRANULAR AND FINE FILL NATIVE MATERIAL FOR USE IN STEPS
4 AND 6.
-PLACE FOOTER LOGS 30 DEGREES FROM PARALLEL TO STREAM FLOW
WITH ENDS STACKED CREATING A ZIG ZAG PATTERN (PLAN VIEW BELOW)
-MAINTAIN AVERAGE ELEV. OF 1' ABOVE BASE ELEV.
3. ROOT WADS & LRG WOODY DEBRIS
DIRECTION OF FLOW
ROOT WAD SPECIFICATION:
-10" MIN DIAMETER
-LENGTH INDICATED IN DESIGN CROSS SECTION OR 10' MIN.
-LIMBS REMOVED
-ROOT WADS LEFT INTACT
-ENDS SHARPENED TO A POINT
LARGE WOODY DEBRIS SPECIFICATION:
-8" MIN DIAMETER
PLACEMENT:
-PLACE ROOT WADS HORIZONTALLY ON TOP OF FOOTER LOGS,
OVERHANG ROOT WAD LOGS 2'
-ANGLE ROOTWADS UPSTREAM
-DRIVE SHARPENED TRUNKS MIN. 3' INTO BANK OR DIG IN.
-PLACE 1 ROOT WAD PER FOOTER LOG
-PLACE 5 TO 7 LARGE WOODY DEBRIS LOGS BETWEEN ROOT WADS
2'
4. WOODY DEBRIS & GRANULAR FILL
LOW WATER ELEV.
SPECIFICATION:
-WOODY MATERIAL (COMPOSED OF SMALL LIMBS AND BRANCHES,
APPROX. 4" MAX DIAMETER AND SMALLER)
-DO NOT USE ROTTEN WOODY MATERIAL
-NATIVE GRANULAR FILL
PLACEMENT:
-FILL BETWEEN FOOTER LOGS AND TOEWOOD WITH WOODY DEBRIS
-STACK WOODY DEBRIS TO LOW WATER ELEVATION
-LAYER NATIVE GRANULAR FILL ON TOP OF WOODY DEBRIS
-COMPACT SO THAT SETTLING OF FILL IS MINIMIZED BUT DEBRIS IS NOT
DISPLACED
-COMPACTED FILL WILL MEET 2"-5" ABOVE LOW WATER ELEVATION
DIRECTION OF FLOW
GRANULAR FILL AND WOODY DEBRIS
5. LIVE CUTTINGS
LOW WATER ELEV.
SEE VEGETATION PLAN FOR DETAIL
SPECIFICATION:
-SEE LIVE CUTTING DETAIL
IF LIVE CUTTINGS ARE CALLED FOR:
-LAY CUTTINGS WITH A DENSITY OF 10 CUTTINGS PER LINEAL FOOT
-TOPS OF CUTTING WILL POINT TOWARD CHANNEL
-TRIM EXPOSED ENDS OF CUTTINGS, LEAVE NO MORE THAN 6" EXPOSED
-DEPOSIT NATIVE FILL OVER CUTTINGS AND WATER LIBERALLY,
COMPRESS FILL TO 2"- 4"
DIRECTION OF FLOW
6. SOIL LIFTS
BANKFULL ELEV.
SPECIFICATION:
-NATIVE FILL (FINE)
-1' FORMS
-MIN 6.5' WIDE ROLANKA BIOD-MAT 90, GEOCOIR 900, OR EQUAL LINED
WITH BIONET C125BN OR ENGINEER APPROVED EQUIVALENT
-18" WOODEN STAKES (2X4 CUT AT ANGLE), PLACED AT 3' SPACING
PLACEMENT:
-PLACE FORM
-LAY MIN 2.5' OF FABRIC (COCONUT BLANKET AND LINER) ALONG BENCH
-PLACE 1' OF FILL ON TOP OF MAT AND COMPACT
-WRAP FILL WITH REMAINING BLANKET AND SECURE WITH STAKES
-REPEAT UNTIL BANKFULL ELEVATION IS MET, STEP EACH LIFT BACK 1'
-FOR TOP SOIL LIFT, EXTEND BLANKET TO EXISTING GRADE/BANK
DIRECTION OF FLOW
7. VEGETATION
SEE VEGETATION PLAN FOR DETAIL
IF SEED IS CALLED FOR:
-PLANT SEED INSIDE OF SOIL LIFT PRIOR TO COVERING IN FABRIC
-PLANT SEED ON THE FACE OF EACH SOIL LIFT AS WELL AS ACROSS
THE TOP SOIL LIFT
DIRECTION OF FLOW
8. SILL LOGS & TERMINATION
BANKFULL ELEV.
DIRECTION OF FLOW
SPECIFICATION:
-10" MIN DIAMETER
-LIMBS REMOVED
-LENGTH DETERMINED BY WIDTH OF TOEWOOD BENCH
-SILL LOG NOT REQUIRED IF ADJACENT TO ROCK VANE OR CROSS VANE
BOULDER SILL
PLACEMENT:
-PLACE ONE SILL LOG AT THE START AND END OF THE TOEWOOD BENCH
PERPENDICULAR TO THE DIRECTION OF FLOW.
-PLACE LARGE ROCKS ON TOP OF SILL LOG, TOP OF ROCK WILL MEET
BANKFULL ELEVATION
-TUCK SOIL LIFT BLANKET DOWN AND BACK TOWARDS EXISTING BANK
-TRANSITION BANKFULL ELEVATION TO EXISTING GRADE AT DETERMINED
LOCATION AT START AND END OF BENCH
VEGETATION
SOIL LIFTS
LIVE CUTTINGS
WOODY DEBRIS
TOEWOOD
FOOTER LOGS
SUB-GRADE
FOOTER LOGS
SUB-GRADE
TOEWOOD
COMPACTED FILL
WOODY DEBRIS
ROCKS
SILL LOG
TUCK FABRIC
DOWN AND
BACK TO
EXISTING BANK
FOOTER LOGS
SUB-GRADE ROOT WADS
LARGE WOODY DEBRIS
LIVE CUTTINGS
LIVE CUTTINGS
SOIL LIFTS
WOODEN STAKES
FABRIC
WOODEN STAKES
VEGETATION
VEGETATION
SILL LOGS
ROCKS
E2
E1
A'
A
DIRECTION OF FLOW
E1
E2
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
TOE WOOD
23/27-1132.01
D-04 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-04_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PMCLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
90°
APP
R
O
X
VARIES VARIES
VARIES - 3' MIN
MnDOT GRANULAR FILTER
MnDOT CLASS II
FIELDSTONE RIPRAP1/2 DIAMOVERFLOW ELEVATION
24"-36" AVERAGE
DIAMETER FIELDSTONE
BOULDERS
A
-
SECTION: ROCK VANE - SINGLE BOULDER
NOT TO SCALE
NOT TO SCALE
B
-
SECTION: ROCK VANE - SINGLE BOULDER
2H:1
V
O
R
F
L
A
T
T
E
R
BOULDER
ELEVATION
POINT
6" TOPSOIL
18" Mn/DOT CLASS II
FIELDSTONE RIPRAP
6" Mn/DOT GRANULAR
FILTER EXISTING SUBGRADE
NOTES:
1. ROCK VANE LOCATIONS AND ELEVATIONS
ARE APPROXIMATE AND MAY BE MODIFIED
IN THE FIELD BY THE ENGINEER.
2. FINAL BOULDER PLACEMENT TO BE
APPROVED BY THE ENGINEER IN THE
FIELD. CONTRACTOR MAY BE REQUIRED
TO ADJUST BOULDER ELEVATIONS AND
ROTATION.
3. THERE SHALL BE NO SIGNIFICANT GAPS
BETWEEN BOULDERS. RIPRAP BEDDING
SHALL BE PLACED ON THE UPSTREAM
SIDE OF THE BOULDERS TO PLUG SMALL
GAPS (MAY REQUIRE HAND PLACEMENT).
4. BOULDERS OF AN UNSUITABLE SHAPE MAY
BE RE-LOCATED OR REJECTED.
5. INSTALL EROSION CONTROL BLANKET ON
DISTURBED BANKS.
FLOW
℄ CHANNEL (THALWEG)
EROSION CONTROL BLANKET
A
--
2
-
DETAIL: ROCK VANE - SINGLE BOULDER
NOT TO SCALE
FLOW30°APPROXE1
E2
E1 VARIESVARIES--
B18"6"12"
APPROX
TOP OF BANK
FILL (ONSITE MATERIAL)
BANKFULL
24-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
Mn/DOT CLASS II
FIELD STREAM
RIPRAP AND
GRANULAR FILTER
E2
24"-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
E1
SILL BOULDERS
(12" MIN)
TOE OF BANK
2-7% U
P
W
A
R
D
S
L
O
P
E
TOE OF BANK
TOE OF BANK
SILL BOULDERS APPROX. 12 DIAMETER OF
LARGER BOULDERS (12" MIN)
BOULDER ELEVATION
POINT
NOT TO SCALE
DETAIL: PERMANENT CREEK CROSSING
--
3
ROCK ENTIRE LENGTH OF CUT
12" CLASS II RIPRAP
CUT AREA
6" GRANULAR FILTER MATERIAL
-
FLOW
E1
B SECTION: PERMANENT CREEK CROSSING
NOT TO SCALE
E2
THALWEG 15'A
-
SECTION: PERMANENT CREEK CROSSING
NOT TO SCALE
12" CLASS II RIPRAP WITH 6"
GRANULAR FILTER BASE
20'2'18" CLASS II RIPRAP WITH 9"
GRANULAR FILTER BASE
B
--
A
--
18" CLASS II RIPRAP
9" GRANULAR FILTER MATERIAL 12" CLASS II RIPRAP
6" GRANULAR FILTER MATERIAL
FLOW 1.3% SLOPE
20'2:1 O
F
F
L
A
T
T
E
R
DIA.L
4
1
4
1
1
-
FLARED END SECTION
FLOW E2'NOTES:
PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL
DESIGN.
REQUIREMENTS FOR RIPRAP SIZE AND THICKNESS AND FILTER
BLANKET SHALL BE DESIGNATED IN THE PLANS.
1. FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'.
2. THE CONTRACTOR, AT HIS OPTION, MAY SUBSTITUTE A
GEOTEXTILE FABRIC, SPEC. 3733. FOR THE GRANULAR
FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE
PLANS. THE FABRIC SHOULD COVER THE AREA OF THE
RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FT.
3. DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND 3110.
SECTION: RIPRAP OUTFALL
-
RIPRAP 1'B
-
A
GRANULAR
FILTER BLANKET
1
2
RIPRAP
GRANULAR
FILTER BLANKET 21'1
2'
A
--
B
--
SECTION: RIPRAP OUTFALL
NOT TO SCALE
DETAIL: RIPRAP OUTFALL
NOT TO SCALE
NOT TO SCALE
TABLE OF QUANTITIES
RIPRAP AT PIPE OUTLETS
CLASS II
d50 = 6"
CLASS III
d50 = 9"
CLASS IV
d50 = 12"
DIA. OF
ROUND
PIPE (IN.)
L
(FT.)
12" DEPTH
RIPRAP
(CU. YD.)
6" DEPTH
GRANULAR
FILTER
(CU. YD.)
18" DEPTH
RIPRAP
(CU. YD.)
9" DEPTH
GRANULAR
FILTER
(CU. YD.)
24" DEPTH
RIPRAP
(CU. YD.)
12" DEPTH
GRANULAR
FILTER
(CU. YD.)
12 8 2.8 1.4 4.1 2.1 5.5 2.8
15 8 2.9 1.5 4.4 2.2 5.8 2.9
18 10 3.9 2.0 5.9 3.0 7.8 3.9
21 10 4.2 2.1 6.3 3.3 8.4 4.2
24 12 5.5 2.8 8.3 4.2 11.0 5.5
27 12 5.8 2.9 8.7 4.4 11.6 5.8
30 14 7.3 3.7 10.9 5.5 14.5 7.3
36 16 9.2 4.6 13.8 6.9 18.3 9.2
42 18 10.9 5.5 16.3 8.2 21.7 10.9
48 20 12.9 6.5 19.4 9.7 25.8 12.9
MnDOT CLASS III FIELDSTONE
RIPRAP AND GRANULAR FILTER
(SEE TABLE 3601-2)2'2'3REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
23/27-1132.01
D-05 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-05_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:10 PM5
-
DETAIL: BUFFER SIGN INSTALLATION
NOT TO SCALE
NOTES:
1. EACH BUFFER MONUMENT (SIGN AND POST) MUST BE PLACED ON THE OUTER EDGE OF THE WETLAND
BUFFER, FACING AWAY FROM THE BUFFER. PLACE 1 POST ON THE LOT BOUNDARIES AND AT THE
LESSER DISTANCE OF THE FOLLOWING: 1) EVERY 100 FEET OR, 2) WHERE THE THE OUTER WETLAND
BUFFER EDGE DEVIATES BY MORE THEN 15 DEGREES OR, 3) ON THE OUTER EDGE OF THE WETLAND
BUFFER, NEAR THE CENTER OF THE LOT.
2. SIGNS MUST BE AFFIXED TO 4"x 4" PRESSURE TREATED WOOD POSTS OR ANOTHER MATIERAL
ACCEPTABLE TO NINE MILE CREEK WATERSHED DISTRICT.
3. ALL FASTENERS SHALL BE TAMPER PROOF.
4. BOTTOM OF POST SHOULD BE FITTED WITH AN ANCHOR ATTACHEMENT THAT WOULD EXPAND UPON
ATTEMPTED REMOVAL OR WITH A CONCRETE FOOTING
5. PROOF FOR WETLAND & VEGETATED BUFFER SIGNAGE WORDING, COLOR AND DETAIL TO BE
PROVIDED BY THE OWNER. AT A MINIMUM SIGNAGE MUST INCLUDE THE WORDING AS INDICATED AS
FOLLOWS:
9"
7"
HEAVY GAUGE
ALUMINUM SIGN
NINE MILE CREEK
BUFFER SIGN
TEMPLATE TO BE
PROVIDED
UPPER SIGN POST 4'3'MIN.GROUND
THE PLANTINGS IN THIS AREA CONTAIN NATIVE VEGETATION THAT PROVIDES FOOD FOR BIRDS AND OTHER
WILDLIFE. THE PLANTS ALSO HELP TO HOLD SOIL, PREVENT EROSION, IMPROVE WATER QUALITY, AND
PROVIDE HABITATS FOR ANIMALS. UNDER RULES OF THE WETLAND CONSERVATION ACT, ADMINISTRATED BY
THE 9 MILE CREEK WATERSHED DISTRICT, AND DISTRICT RULES, NO FILLING, MOWING, CLEARING, OR
REMOVAL OF VEGETATION, EXCEPT FOR DISTRICT APPROVED VEGETATION MANAGEMENT IS ALLOWED. DEAD
TREES AND BRANCHES PROVIDE EXCELLENT HABITAT FOR WILDLIFE AND SHOULD NOT BE REMOVED FROM
THE WETLAND OR WETLAND BUFFER.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
90°
APP
R
O
X
VARIES VARIES VARIES
VARIES - 5' MIN
Mn/DOT GRANULAR FILTER
Mn/DOT CLASS II
FIELDSTONE RIPRAP1/2 DIAMOVERFLOW ELEVATION
24"-36" AVERAGE
DIAMETER FIELDSTONE
BOULDERS
A
--
SECTION: CROSS VANE - DOUBLE BOULDER
NOT TO SCALE
NOT TO SCALE
B
--
SECTION: CROSS VANE - DOUBLE BOULDER
2H:1
V
O
R
F
L
A
T
T
E
R
BOULDER ELEVATION
POINT
2H:1V
O
R
F
L
A
T
T
E
R
6" TOPSOIL
18" Mn/DOT CLASS II
FIELDSTONE RIPRAP
6" Mn/DOT GRANULAR
FILTER
EXISTING SUBGRADE
NOTES:
1. CROSS VANE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MAY BE
MODIFIED IN THE FIELD BY THE ENGINEER.
2. FINAL BOULDER PLACEMENT TO BE APPROVED BY THE ENGINEER IN THE FIELD.
CONTRACTOR MAY BE REQUIRED TO ADJUST BOULDER ELEVATIONS AND ROTATION.
3. THERE SHALL BE NO SIGNIFICANT GAPS BETWEEN BOULDERS. RIPRAP BEDDING
SHALL BE PLACED ON THE UPSTREAM SIDE OF THE BOULDERS TO PLUG SMALL
GAPS (MAY REQUIRE HAND PLACEMENT).
4. BOULDERS OF AN UNSUITABLE SHAPE MAY BE RE-LOCATED OR REJECTED.
5. INSTALL EROSION CONTROL BLANKET ON DISTURBED BANKS.
FLOW
℄ CHANNEL (THALWEG)
EROSION CONTROL BLANKET
A
--
2
--
DETAIL: CROSS VANE - DOUBLE BOULDER
NOT TO SCALE
E3
FLOW
30°APPROX30°APPROXE2
E1
E2
E3 VARIESVARIESVARIES--
B
6"12"±
BANKFULL
Mn/DOT CLASS II FIELDSTONE
RIPRAP AND GRANULAR FILTER
MATERIAL
E1
E2
9
0
°
A
P
P
RO
X
SILL BOULDERS
(12" MIN)
TOE OF BANK
TOE OF BANK
TOE OF BANK
TOP OF BANKFILL (ONSITE MATERIAL)
24-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
SILL BOULDERS APPROX. 12 DIAMETER OF
LARGER BOULDERS (12" MIN)
24"-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
BOULDER ELEVATION
POINT
2-7
%
U
P
W
A
R
D
S
L
O
P
E 18"90°
APPR
O
X
VARIES VARIES VARIES
VARIES - 3' MIN
Mn/DOT GRANULAR FILTER
Mn/DOT CLASS II
FIELDSTONE RIPRAP1/2 DIAMOVERFLOW ELEVATION
24"-36" AVERAGE
DIAMETER FIELDSTONE
BOULDERS
A
--
SECTION: CROSS VANE - SINGLE BOULDER
NOT TO SCALE
NOT TO SCALE
B
--
SECTION: CROSS VANE - SINGLE BOULDER
2H:1
V
O
R
F
L
A
T
T
E
R
BOULDER ELEVATION
POINT
2H:1V
O
R
F
L
A
T
T
E
R
6" TOPSOIL
18" Mn/DOT CLASS II
FIELDSTONE RIPRAP
6" Mn/DOT GRANULAR
FILTER
EXISTING SUBGRADE
NOTES:
1. CROSS VANE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MAY BE
MODIFIED IN THE FIELD BY THE ENGINEER.
2. FINAL BOULDER PLACEMENT TO BE APPROVED BY THE ENGINEER IN THE FIELD.
CONTRACTOR MAY BE REQUIRED TO ADJUST BOULDER ELEVATIONS AND ROTATION.
3. THERE SHALL BE NO SIGNIFICANT GAPS BETWEEN BOULDERS. RIPRAP BEDDING
SHALL BE PLACED ON THE UPSTREAM SIDE OF THE BOULDERS TO PLUG SMALL
GAPS (MAY REQUIRE HAND PLACEMENT).
4. BOULDERS OF AN UNSUITABLE SHAPE MAY BE RE-LOCATED OR REJECTED.
5. INSTALL EROSION CONTROL BLANKET ON DISTURBED BANKS.
FLOW
℄ CHANNEL (THALWEG)
EROSION CONTROL BLANKET
A
--
1
--
DETAIL: CROSS VANE - SINGLE BOULDER
NOT TO SCALE
E3
FLOW
30°APPROX30°APPROXE2
E1
E2
E3 VARIESVARIESVARIES--
B
18"6"12"±
BANKFULL
Mn/DOT CLASS II FIELDSTONE
RIPRAP AND GRANULAR FILTER
MATERIAL
E1
E2
90
°
AP
P
R
O
X
SILL BOULDERS
(12" MIN)
TOE OF BANK
TOE OF BANK
TOE OF BANK
TOP OF BANKFILL (ONSITE MATERIAL)
24-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
SILL BOULDERS APPROX. 12 DIAMETER OFLARGER BOULDERS (12" MIN)
24"-36" AVERAGE DIAMETER
FIELDSTONE BOULDERS
BOULDER ELEVATION
POINT
2-7
%
U
P
W
A
R
D
S
L
O
P
E
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
DETAILS
23/27-1132.01
D-06 0
JEFF WEISS
06/01/18 48031CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_D-06_DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:11 PMCLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
5212
5310
5308
5232
5228
5224
5220
5216
5304-0
6
5300
5208
5161
5157
5169
5165
5173
STSTSTSTS
T
STWTWTWTWTW
T
WTWT
W
T
WT
WTWTWTWTWTWTWT
WT WT WT WT WT WT WT WT
WT
WT WT WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WT
WT
WT
WTW
T
WTWTWTWTWTWTWTWTWTWT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T825.5 (INV RCPA)825.4 (INV RCPA)
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
WTWTWTWTW
T
WTWT
W
T
WT
WTWTWTWTWTWTWT
WT WT WT WT WT WT WT WT
WT
WT WT WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WT
WT
WT
WTW
T
WTWTWTWTWTWTWTWTWTWT
230
+
0
0 231+00232+00
233+00
234+00
235+00236+
0
0
237+00
23
8
+
0
0
239+
0
0
240+00
241+00 24
2
+
0
0
2
4
3
+
0
0
7240-
42
7201
7201-
7250
72757271-71907170STST
STSTSTSTSTSTST
ST STST
STST
STSTSTSTSTST
ST
ST
ST STSTSTSTSTSTSTSTSTSTST
ST
ST
ST
ST
S
T
STST
ST
ST
S
T
ST
WTWTWT WTWT
WT WTWTWTWTWTWTWTWTWTWTWTWTWTWT WT
WTWT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WT
WT
WT
WT
WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
TTTTTTTTTTTTTT
TTT TTTTTTTTTTTTTTTTTTTTTTTTTT821.0 (INV 48" CMP)
820.7 (INV 30" CMP)
824.3 (INV 18" CMP)
825.5 (INV RCPA)825.4 (INV RCPA)
825.1 (FES RCPA)
822.6 (TP SPIKE 109)
823.1 (GPS SPIKE 110)TTTTTTTTTTTTTT
TTT TTTTTTTTTTTTTTTTTTTTTTTTTTWTWTWT WTWT
WT WTWTWTWTWTWTWTWTWTWTWTWTWTWT WT
WTWT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
WT
WT
WT
WT
WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT243
+
0
0
24
4
+
0
0
24
5
+
0
0
24
6
+
0
0
247+00
248+00 249+00 250+00
251
+
0
0
252+0
0 253+00
254+00
255+00 256+00257+00
258+
0
0 259+00260+00
26
1
+
0
0
RESTORATION LEGEND
WET MEADOW,
SOUTH AND WEST
WET MEADOW
(CUSTOM MIX)
UPLAND
CONSTRUCTION
RESTORATION
LOW-MAINTENANCE
TURF
FLOODPLAIN
FOREST
COVER CROP - OATS OR WINTER WHEAT
PER SCHEDULE
CONSTRUCTION LIMITS
ROCK CROSS VANE
SEE
ROCK VANE, SEE
ROOT WAD, SEE
LOG VANE, SEE
1
D-01
4
D-05
2
D-05
2
D-01
CITY STORM SEWERSTST
CITY TRAILSTT
WETLAND BOUNDARYWTWT
VEGETATION MANAGEMENT
LIVE STAKING EXTENTS
1
-
RESTORATION PLAN: REACH 12 N
REVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
JDW
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
RESTORATION PLAN
REACH 12 & 13
23/27-1132.01
R-01 0
JEFF WEISS
06/01/18 48031
CLIENT
BID
CONSTRUCTION
5/25/18
A B C 0 1 2 3
SCALE IN FEET
120600
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_RESTORATION_REACH 12-13.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:11 PM2
-
RESTORATION PLAN: REACH 13 N
SCALE IN FEET
120600
METRO
B
L
V
D
72 ST. W.W 70TH S
T
.
REACH 12 SEEDING QUANTITIES
SEED MIX AREA
(SQ. FT.)
APPLICATION RATE
(LB./ACRE)
TOTAL QUANTITY
(LB.)
WET MEADOW
(CUSTOM MIX)10,690 9.44 2.3
FLOODPLAIN FORREST 21,290 6.28 3.1
WET MEADOW
(SOUTH AND WEST)57,820 4.99 6.6
LOW-MAINTENANCE TURF 9,290 220.00 46.9
COVER CROP
(OATS)99,090 25.00 56.9
COVER CROP
(WINTER WHEAT)99,090 100.00 227.5
REACH 13 SEEDING QUANTITIES
SEED MIX AREA
(SQ. FT.)
APPLICATION RATE
(LB./ACRE)
TOTAL QUANTITY
(LB.)
WET MEADOW
(CUSTOM MIX)15,600 9.44 3.4
FLOODPLAIN FORREST 38,230 6.28 5.5
COVER CROP
(OATS)53,830 25.00 30.9
COVER CROP
(WINTER WHEAT)53,830 100.00 123.6
NOTES:
1. COVER CROP WILL BE EITHER OATS OR WINTER WHEAT DEPENDING
ON TIME OF YEAR OF PLANTING.
NOTES:
1. TREE AND SHRUB QUANTITIES FOR EACH REACH ARE
APPROXIMATE AND MAY BE ADJUSTED IN CONSULTATION WITH THE
ENGINEER.
2. PRECISE LOCATIONS AND SPECIES USED TO BE DETERMINED IN
THE FIELD BY ENGINEER.
NOTES:
1. COVER CROP WILL BE EITHER OATS OR WINTER WHEAT DEPENDING
ON TIME OF YEAR OF PLANTING.
NOTES:
1. TREE AND SHRUB QUANTITIES FOR EACH REACH ARE
APPROXIMATE AND MAY BE ADJUSTED IN CONSULTATION WITH THE
ENGINEER.
2. PRECISE LOCATIONS AND SPECIES USED TO BE DETERMINED IN
THE FIELD BY ENGINEER.
REACH 12 HERBACEOUS PLANT QUANTITIES
TYPE QUANTITY
TREES (#5 CONT.)26
TREES (#2 CONT.)78
LIVE STAKES DORMANT CUTTINGS 70
REACH 13 HERBACEOUS PLANT QUANTITIES
TYPE QUANTITY
TREES (#5 CONT.)14
TREES (#2 CONT.)44
LIVE STAKES DORMANT CUTTINGS 50
RESTORATION TO COORDINATE
WITH LANDSCAPING
NOTE:
LIVE STAKES TO BE DOGWOOD AND ELDERBERRY
ONLY ON REACH 12, NO WILLOW LIVE STAKES.
(8) STREAM BUFFER
BOUNDARY MARKER, TYP.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3
STSTSTSTSTSTS
T
STSTSTSTSTSTWT WT
WT WT
WT WT WT
WT
WT
WT
WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
816.7 (WEIR)816.6 (WEIR)
821.6 (CRN RCP)
820.1 (INV 12" RCP)
817.1 (INV 24" CMP)
816.6 (INV 55" RCP)816.7 (FES)
827.6 (GPS SPIKE 102)
WT WT
WT WT
WT WT WT
WT
WT
WT
WT
WT
WT
WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT
279+
0
0 280+0
0
281+0
0
28
2
+
0
0
283+00
284+
0
0
285+00
286+00 287+00288+00289+007730STSTSTSTSTSTSTSTSTSTSTSTST
ST ST ST ST
STSTSTSTSTSTSTSTST
X
X
X X X X X X X X X X X X XTTTTTTTT
TTTTTTTTTTTTTTTTTTTTT812.3 (WEIR)812.3 (WEIR)812.2 (WEIR)
811.5 (INV 84" CMP)
812.9 (INV 60" CMP)
812.5 (INV 18" CMP)
812.5 (INV 21" CMP)812.9 (INV 60" CMP)X
X
X X X X X X X X X X X X XTTTTTTTT
TTTTTTTTTTTTTTTTTTTTT291+00
292+00
293+00
294+00 295+00
296+00
297+00 298+00 299+00 300+00 301+00
RESTORATION LEGEND
WET MEADOW,
SOUTH AND WEST
WET MEADOW
(CUSTOM MIX)
UPLAND
CONSTRUCTION
RESTORATION
LOW-MAINTENANCE
TURF
FLOODPLAIN
FOREST
COVER CROP - OATS OR WINTER WHEAT
PER SCHEDULE
CONSTRUCTION LIMITS
ROCK CROSS VANE
SEE
ROCK VANE, SEE
ROOT WAD, SEE
LOG VANE, SEE
1
D-01
4
D-05
2
D-05
2
D-01
CITY STORM SEWERSTST
CITY TRAILSTT
WETLAND BOUNDARYWTWT
VEGETATION MANAGEMENT
LIVE STAKING EXTENTS
1
-
RESTORATION PLAN: REACH 14
NREVISION DESCRIPTIONDATEAPP.BYNO. CHK.TO/FOR
RELEASED
DATE RELEASED Approved
Designed
Drawn
Checked
Date
Scale
DWG. No.
BARR PROJECT No.
CLIENT PROJECT No.
REV. No.Minneapolis, Minnesota
Ph: 1-800-632-2277
Corporate Headquarters:
Project Office:
DATE REG. NO.
SIGNATURE
PRINTED NAME
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.
MINNEAPOLIS, MN. 55435
4300 MARKETPOINTE DRIVE
BARR ENGINEERING CO.
Suite 200
Fax: (952) 832-2601
www.barr.com
Ph: 1-800-632-2277
AS SHOWN
06/01/2018
GGN
JDW/PH2
BARR
JDW
NINE MILE CREEK
WATERSHED DISTRICT
NINE MILE CREEK RESTORATION PROJECT
PHASE II
RESTORATION PLAN
REACH 14 & 15
23/27-1132.01
R-02 0
JEFF WEISS
06/01/18 48031
SCALE IN FEET
120600
CADD USER: Greg Nelson FILE: M:\DESIGN\23271132.01\2327113201_PH II_RESTORATION_REACH 14-15.DWG PLOT SCALE: 1:2 PLOT DATE: 2/21/2020 12:12 PM2
-
RESTORATION PLAN: REACH 15 NSCALE IN FEET
120600
STAT
E
H
W
Y
1
0
0
STATE HWY 100
W 77TH ST.REACH 14 SEEDING QUANTITIES
SEED MIX AREA
(SQ. FT.)
APPLICATION RATE
(LB./ACRE)
TOTAL QUANTITY
(LB.)
WET MEADOW
(CUSTOM MIX)24,280 9.44 5.3
COVER CROP
(OATS)24,280 25.00 13.9
COVER CROP
(WINTER WHEAT)24,280 100.00 55.7
REACH 15 SEEDING QUANTITIES
SEED MIX AREA
(SQ. FT.)
APPLICATION RATE
(LB./ACRE)
TOTAL QUANTITY
(LB.)
WET MEADOW
(CUSTOM MIX)28,800 9.44 6.2
COVER CROP
(OATS)28,800 25.00 16.5
COVER CROP
(WINTER WHEAT)28,800 100.00 66.1
NOTES:
1. COVER CROP WILL BE EITHER OATS OR WINTER WHEAT DEPENDING
ON TIME OF YEAR OF PLANTING.
NOTES:
1. TREE AND SHRUB QUANTITIES FOR EACH REACH ARE
APPROXIMATE AND MAY BE ADJUSTED IN CONSULTATION WITH THE
ENGINEER.
2. PRECISE LOCATIONS AND SPECIES USED TO BE DETERMINED IN
THE FIELD BY ENGINEER.
NOTES:
1. COVER CROP WILL BE EITHER OATS OR WINTER WHEAT DEPENDING
ON TIME OF YEAR OF PLANTING.
NOTES:
1.TREE AND SHRUB QUANTITIES FOR EACH REACH ARE
APPROXIMATE AND MAY BE ADJUSTED IN CONSULTATION WITH THE
ENGINEER.
2. PRECISE LOCATIONS AND SPECIES USED TO BE DETERMINED IN
THE FIELD BY ENGINEER.
REACH 14 HERBACEOUS PLANT QUANTITIES
TYPE QUANTITY
TREES (#5 CONT.)5
TREES (#2 CONT.)15
LIVE STAKES DORMANT CUTTINGS 40
REACH 15 HERBACEOUS PLANT QUANTITIES
TYPE QUANTITY
TREES (#5 CONT.)0
TREES (#2 CONT.)15
LIVE STAKES DORMANT CUTTINGS 15
NOR
M
A
N
D
AL
E
B
L
V
D.
CLIENT
BID
CONSTRUCTION
PERMIT
RECORD
06/01/18
A B C 0 1 2 3