2002-04-22_FREEMAN_PARK_ACCESS_CLOSURE♦
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A
. PLAN SYMBOLS
UNDER)
STATE LINE
—
LINE
COUNTY LINE
--'—
TOWNSHIP OR RANGE LINE
— —
SECTION LINE
- — -
QUARTER LINE
- — -
SIXTEENTH LINE
- - - -
RIGHT -OF -WAY LINE
— - —
SLOPE EASEMENT
Y
PRESENT R)GHT -OF -WAY
- - - - -
CONTROL OF ACCES LINE
— °—
PROPERTY LINES (EXCEPT LAND LINES)
GRAVEL PIT
VACATED PLATTED PROPERTY
- - - - --
CORPORATE OR CITY LIMITS
k.".. %L mu u
TRUNK HIGHWAY CENTER :.!NE
BORROW PIT
RETAINING WALL
- T -BUR -
RAILROAD
- P -BUR -
RAILROAD RIGHT -OF -WAY
— - -
RIVER OR CREEK
DRY RUN
DRAINAGE DITCH
512E
ORAIN TILE
-- >---- --- ---
CULVERT
DROP INLET
GUARD RAIL
BARBED WIRE FENCE
-z —z-
WOVEN WIRE FENCE -
r z r X-
CHAIN LINK FENCE
a z 0.X -
RAILROAD SNOW FENCE
- - -
STONE WALL DR FENCE
HEDGE
RAILROAD CROSSING SIGN
3
RAILROAD CROSSING BELL
,,
It
It
ELECTRIC WARNING SIGN
8
CROSSING GATE
MEANDER CORNER
IF -
SPRINGS
MARSH
TIMBER
ORCHARD
BRUSH
I7IMBERI
NURSERY
CATCH BASIN
• CB
FIRE HYDRANT
t `
CATTLE GUARD
-o-
OVERPASS (HIGHWAY OVER;.
UNDERPASS (HIGHWAY
UNDER)
-
BRIDGE
JOINT TELEPHONE AND POWER
BUILDING (ONE STORY
F - FRAME C -
FRAME)
CONCRETE
ON TELEPHONE POLES
S - STONE T -
TILE
75
B - BRICK ST-
STUCCO
PEDESTAL (TELEPHONE CABLE TERMINAL)
IRON ROD OR PIPE
GAS MAIN
— G —
MONUMENT (STONE. CONCRETE. OR METAL)
O MONU.
WOODEN HUB
■
GRAVEL PIT
ELECTRIC CABLE IN CDNDUIT
P=
SAND PIT
m
01
BORROW PIT
BURIED TELEPHONE CABLE
- T -BUR -
ROCK QUARRY
- P -BUR -
QQ
UTILITY SYMBOLS
POWER POLE LINE
-p--p-
TELEPHONE OR TELEGRAPH POLE LINE
-��-
JOINT TELEPHONE AND POWER
ON POWER POLE
0---�-
ON TELEPHONE POLES
$- -(a}
ANCHOR
1-
STREET LIGHT
/7 _
PEDESTAL (TELEPHONE CABLE TERMINAL)
M PED.
GAS MAIN
— G —
WATER MAIN
-I �-
CONDUIT
TELEPHONE CABLE IN CONDUITT=
ELECTRIC CABLE IN CDNDUIT
P=
TELEPHONE MANHOLE
m
ELECTRIC MANHOLE
r7l
BURIED TELEPHONE CABLE
- T -BUR -
BURIED ELECTRIC CABLE
- P -BUR -
AERIAL TELEPHONE CABLE
T -AE �-
SEWER (SANITARY DR STORM)
SEWER MANHOLE
SCALES
r
INDEX MAP
0 250 500
PLAN
0 20 40
PROFILE HORIZ. mmm
0 20 40
VERT.
0 5 10
MINN ESOTA DEPARTMENT OF TRANSPORTATION
FOR THE
CITY OF SHO r%x_j
CONSTRUCTION PLAN FOR HIGHWAY 7 ACCESS REMOVAL, PARKING LOT , STORM SEWER AND BITUMINOUS TRAIL
LOCATED ON FREEMAN PARK
i
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D -tt� - "uKE DR.
EXCAVATION NOTICE SYSTEM
A CALL TO GOPHER STATE ONE (651)454 -0002 IS
REOUIRED A MINIMUM OF 48 HOURS PRIOR TO
PERFORMING ANY EXCAVATION.
0
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GLEN
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PROJECT LOCATION
COUNTY: HENNEPIN
DIVISION: METRO
CITY PROJECT
S.P. 2706 -204 (TH7 =12)
GOVERNING SPECIFICATIONS
THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF .TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION.'
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN
MUTCD. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL
ZONE LAYOUTS. DATED JANUARY 2001.
INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 GENERAL LAYOUT
3 ESTIMATED QUANTITIES
4 STORM SEWER IMPROVEMENTS
5 PARKING LOT IMPROVEMENTS
6 BITUMINOUS TRAIL
7 TRUNK HIGHWAY NO. 7 ACCESS REMOVAL
8 EROSION CONTROL PLAN
TH PLAN SET CONTAINS 8 SHEETS
ALL APPLICABLE FEDERAL. STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED
WITH IN THE CONSTRUCTION OF THIS PROJECT.
4150 Olson Memorial y
rr / SB MinneapolK MN 55422
-�_
7e3-6414WO
FAX 763441.1700
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION ANO THAT I AM A DULY LICENSED PROFEU ZONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA
ENGR.
DAVID E. HUTTON, PE
DATE 4122102 LICENSE. NO. 19133
�JZW44AL, 'y , 4 �oa.
SHOREWOOD CITY ENGINEER DATE
RECOMMENDED FOR APPROVAL 20
METRO DIVISION TRANPORTATION ENGINEER
RECOMMENDED FOR APPROVAI
METRO DIVISION MATERIALS ENGINEER
20
RECOMMENDED FOR APPROVAL 20
METRO DIVISION WATER RESOURSES ENGINEER
RECOMMENDED FOR APPROVAL
RECOMMENDED FOR APPROVAL
OFFICE OF LAND
MANAGMENT APPROVAL
DIRECTOR, LAND MANAGEMENT
20
20
20
APPROVAL 20
STATE AID ENGINEER
Prepared for:
f7 71
City of Shorewood
5755 Country Club Road
Shorewood, Minnesota 55331
(612) 474 -3236
SHEET NO. 1 OF —$— SHEETS
Z 1p 17�� I Q c
SM001N DR.
METRO DIVISION TRAFFIC ENGINEER
STATE PRE- LETTING ENGINEER
a
SA
.
H
��g�yyy C U C A< 1
o
y `o
�9-- -t
fir' <�
�ir�
6'
MATCH EXISTING 0.0 ft /ft MATCH EXISTING
L 4" CONCRETE WALK
12" SELECT GRANULAR FILL
CONCRETE WALK SECTION
MATCH EXISTING
MATCH EXISTING
2 2340 TYPE 41 BITUMINOUS WEAR COURSE
MIX DESIGNATION 41WEA50055 (PG 58 -28)
EXISTING CLASS 5 AGGREGATE BASE
SHAPE AND COMPACT AS REOUIRED
PATHWAY TYPICAL SECTION
2 " 2340 TYPE 41 WEAR COURSE
MIX DESIGNATION 41WEA50055 (PG 58 -28)
2" 2340 TYPE 31 BASE COURSE
MIX DESIGNATION 31BBB50000 (PG 58 -281
8" CLASS 5 AGGREGATE BASE (100% CRUSHED
18" SELECT GRANULAR BORROW (SPEC.3149.2132)
COMPACTED SUBGRADE
PARKING LOT TYPICAL SECTION
A � OO
F4
dl
a 3 a
A
a LD
4" PERFORATED PVC SDR 35 DRAIN TILE
FROM CATCH BASINS AS SHOWN ON PLAN.
W /COARSE AGGREGATE (MNDOT 3149.2H)
WRAP WITH GEOTEXTILE (Mn /DOT 3733. TYPE 1)
(ALL TO BE INCLUDED IN THE UNIT PRICE BID
PER LINEAL FOOT OF 4" PERFORATED PVC SDR 35
DRAIN TILE.
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4 "PERF. DRAIN TILE
CITY PROJECT GENERAL LAYOUT AND DETAILS
m: \1074- 480 \CAD \1074- GL.dgn S.P. 2706- 204(TH7) PARKING LOT IMPROVEMENTS I SHEET 2 o f 8 SHEETS
8612 CONCRETE CURB
AND GUTTER
1L
1
THE FOLLOWING STANDARD PLATES APPROVED BY THE
FEDERAL HIGHWAY ADMINISTRATION. SHALL APPLY ON
THIS PROJECT:
UTILITIES FOR THE CITY OF SHOREWOOD
STANDARD PLATE 7036E PEDESTRIAN CURB RAMP
STANDARD PLATE 3006G GASKET JOINT FOR RC PIPE
STANDARD PLATE 710OG CONCRETE CURB AND GUTTER
STANDARD PLATE 80001 STANDARD BARRICADES
STANDARD PLATE 8002G PERMANENT BARRICADE
8
THE FOLLOWING CITY OF SHOREWOOD STANDARD DETAILS
SHALL APPLY ON THIS PROJECT:
City of Shorewood
5755 Country Club Road
Shorewood, MN 55331 -8926
( 612 ) 4 74 -32 36
Metropolitan CouncilEnvironmental Services
Kyle Colvin
230 East 5th StreetSt. Paul, MN 55101
( 651) 602-1151
( 651) 602-1030 (fax)
Reliant Energy
Rick Pilon / Cherie Monson
P.O. Box 1165700 West Linden Avenue
Minneapolis, MN 55372
(612) 321 -5435
(612) 321 -5573 (fax)
Triax Cablevision
Steve Hoeg
2381 Wilshire Boulevard
Mound, MN 55364
( 612 ) 472 -6416
(612) 472 -7153 (fax)
Xcel Energy
Cl;ff Stahlke (NSP Design)
5505 County Road 19
Shorewood. MN 55331
(612) 470 -3342 (Cliff Stahlke)
(612) 470 -3327 (Larry Fortun)
(612) 470 -3310 (fax
Owest Communications
Renee Petersen
6244 Cedar Ave. W.
Richfield, MN 55423
(61 2 ) 861 -8776
(612) 861 -8173 (fax)
DETAIL NO.STM -001 CASTING PLACEMENT ON INLETS
DETAIL NO.STM -013 STANDARD CATCH BASIN
DETAIL NO. STM -020 NEENAH R- 3290 -A GUTTER INLET FRAME AND GRATE.
LINE
NO.
SPEC.
NO.
DESCRIPTION
UNIT
S.P.2706-204(TH71
0TY
1
2021.501
MOBILIZATION
LUMP SUM
1
2
2101.502
CLEARING
TREE
7
3
2101.507
GRUBBING
TREE
7
4
2104.501
REMOVE METAL CULVERT
LIN FT
47
5
2104.501
REMOVE CURB AND GUTTER
LIN FT
20
6
2104.505
REMOVE BITUMINOUS PAVEMENT
SO YD
600
7
2104.509
REMOVE SIGN
EACH
4
8
2104.513
SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
LIN FT
120
9
2104.523
SALVAGE SIGN
EACH
1
10
2105.501
COMMON EXCAVATION
CU YD
4500
11
2105.522
SELECT GRANULAR BORROW (CV)
CU YD
2500
12
2105.525
TOPSOIL BORROW (LV)
CU YD
270
13
2211.501
AGGREGATE BASE CLASS 5
TON
2360
14
2340.508
TYPE 41 WEARING COURSE MIXTURE
TON
528
15
2340.514
TYPE 31 BASE COURSE MIXTURE
TON
520
16
2357.502
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
230
17
2502.541
4" PERF PE PIPE DRAIN
LIN FT
165
18
2503.541
15" RC PIPE SEWER DESIGN 3006 CLASS V
LIN FT
209
19
2506.502
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL I
EACH
2
20
2506.602
CONNECT INTO EXISTING DRAINAGE STRUCTURE
EACH
2
21
2521.501
4 CONCRETE WALK
SO FT
472
22
2521.511
2.5 BITUMINOUS WALK
SO FT
5000
23
2531.501
CONCRETE CURB & GUTTER DESIGN 8612
LIN FT
1280
24
2531.507
6" CONCRETE DRIVEWAY PAVEMENT
SO YD
8
25
2554.509
GUIDE POST TYPE A
EACH
8
26
2554.602
PERMANENT BARRICADES (TYPE 1111
EACH
1
27
2563.601
TRAFFIC CONTROL
LUMP SUM
1
28
2564.531
Fd1 SIGN PANELS TYPE C
SO FT
4
29
2564.602
INSTALL SIGN
EACH
1
30
2564.603
4" SOLID LINE WHITE -PAINT
LIN FT
2780
31
2564.603
4" SOLID LINE WHITE -EPDXY
LIN FT
80
32
2564.602
PAVEMENT MESSAGE (HANDICAPPED SYMBOL) PAINT
EACH
2
33
2571.501
CONIFEROUS TREE 6' HT B&B -
TREE
10
34
2573.501
BALE CHECK
EACH
10
35
2573.502
SILT FENCE. TYPE HEAVY DUTY
LIN FT
1000
36
2573.603
SILT FENCE TYPE MACHINE SLICED
LIN FT
1000
37
2575.505
SODDING TYPE LAWN
SO YD
1200
38
2575.605
TURF ESTABLISHMENT (SEE SPECIAL PROVISIONS)
ACRE
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1. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
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2. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
SHALL BE PLACED OVER ALL DISTURBED AREAS IN
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3. TURF ESTABLISHMENT:
A•THE COMMERCIAL FERTILIZER SHALL BE 22 -5 -10
ANALYSIS. SLOW RELEASE TYPE
B.MnDOT SEED MIXTURE #50B SHALL BE SOWN OVER
ALL DISTURBED AREAS IN THE MnDOT R /W. IT
B) Maintenance SHALL BE APPLIED AT A RATE OF 50 # /ACRE.
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH C.EROSION CONTROL BLANKET, CATEGORY 3 SHALL
AFTER EACH RAINFALL AND AT LEAST DAILY DURING STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS BE PLACED OVER ALL DISTURBED AREAS IN THE
PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. MnDOT R/W IMMEDIATE UPON COMPLETION OF
BE MADE IMMEDIATELY. PROJECT.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE -
2. SHOULD THE FABRIC DECOMPOSE OR BECOME SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, D•MnDOT SEED MIXTURE #GOB SHALL BE SOWN ON ALL
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED SHALL BE DRESSED TO CONFORM WITH THE EXISTING DISTURBED AREAS IN FREEMAN PARK THAT ARE NOT
USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, GRADE OR REMOVED. SODDED. IT SHALL BE APPLIED AT A RATE OF
THE FABRIC SHALL BE REPLACED PROMPTLY. 100 # /ACRE. MULCH. TYPE 3 SHALL BE APPLIED
AT A TARGET RATE OF 2 TONS /ACRE OVER ALL
SEEDED AREAS IN FREEMAN PARK.
4. SOD SHALL BE PLACED TO 4' WIDE AROUND THE
ENTIRE CURBED PARKING LOT AND EACH CURB
ISLAND.
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- - - - - -I
STORM SEWER I
INLET 1
I I\ 4 1;: 1
L- - - - -
NOTE •
-I
RESTORE ALL DISTURBED AREAS WITH
OPEN THROAT
SILT FENCE J
1 \ SEEDING AND SOD WITHIN 10 DAYS OF
THE CONSTRUCTION.
BALES
(j
4:T
.... 4 .�� S `, .. SILT FENCE 1
7(Y rt 3
I'J
��T �.9ei � se '° •.ice.,_ iris
BALE CHECK
\ # Llx CN e a x x TO PROTECT STORM SEWER INLETS
I {
.,, S �' r 9 85 •. 6. tl1 !.
965 �
^ccTIN .,eavEl =.° BALE C
-
\ SILT 5ENCE .4
/
GEOTEXTILE FABRIC, 48" WIDE
LEGEND:
JVE9LAP GEOTEXTILE
FABRIC 6 IN. & FASTEN
AT 2 FT. INTERVALS
z I^
w
o DIRECTION OF
^ 3 RUNOFF FLOW
e
CITY PROJECT EROSION CONTROL PLAN
m:\1074 48O\CAD\1O74- SILT.dgn S P 2706- 204(TH7) PARKING LOT IMPROVEMENTS SHEET 8 OF 8 SHEETS
EXTEND WIRE
MESH INTO
TRENCH —/
r 5 FT. MIN. LENGTH POST
AT 8 FT. MAX. SPACING
WIRE MESH REINFORCEMENT
FABRIC ANCHORAGE
TRENCH. BACKFILL
WITH TAMPED
NATURAL SOIL
MIN.
HEAVY DUTY
PLASTIC ZIP TIES
( 50 LB. TENSILE 1
LOCATED IN TOP 8"
DIRECTION OF
RUNOFF FLOW
z
z
w
2 �
0
�m
U
ow
N�
0.
S ILT FENCE DETAI
NO SCALE
z
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NN
a
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a sor
I Ex C' C •.@ SILT FENCE . L.�.a.
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A �
-l. I
t
POST LENGTH, 5 FT. MIN.
AT 6 FT. MAX. SPACING
GEOTEXTILE FABRIC, 36" WIDTH
—MACHINE SLICE
8" - 12" DEPTH
(PLUS 6" FLAP 1
STANDARD MACHINE SLICED
SILT FENCE DETAILS
TO PROTECT AREAS FROM SHEET FLOW
(SEE SPEC. 3886 1
-- 991 --
991 —
EXISTING CONTOURS
PROPOSED CONTOURS
SILT FENCE LOCATION
NOTE:
1D TWO 2 "x 2" WOOD STAKES OR
STEEL REINFORCING BARS IN
EACH BALE AND EMBEDDED IN
THE GROUND 10" MINIMUN.
\ \ 4
5 1 B 99
ti
NOTES:
1. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
SHALL BE PLACED OVER ALL DISTURBED AREAS IN
THE MnDOT R/W PRIOR TO SEEDING.
2. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
SHALL BE PLACED OVER ALL DISTURBED AREAS IN
FREEMAN PARK PRIOR TO SODDING AND SEEDING.
3. TURF ESTABLISHMENT:
A•THE COMMERCIAL FERTILIZER SHALL BE 22 -5 -10
ANALYSIS. SLOW RELEASE TYPE
B.MnDOT SEED MIXTURE #50B SHALL BE SOWN OVER
ALL DISTURBED AREAS IN THE MnDOT R /W. IT
B) Maintenance SHALL BE APPLIED AT A RATE OF 50 # /ACRE.
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH C.EROSION CONTROL BLANKET, CATEGORY 3 SHALL
AFTER EACH RAINFALL AND AT LEAST DAILY DURING STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS BE PLACED OVER ALL DISTURBED AREAS IN THE
PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. MnDOT R/W IMMEDIATE UPON COMPLETION OF
BE MADE IMMEDIATELY. PROJECT.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE -
2. SHOULD THE FABRIC DECOMPOSE OR BECOME SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, D•MnDOT SEED MIXTURE #GOB SHALL BE SOWN ON ALL
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED SHALL BE DRESSED TO CONFORM WITH THE EXISTING DISTURBED AREAS IN FREEMAN PARK THAT ARE NOT
USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, GRADE OR REMOVED. SODDED. IT SHALL BE APPLIED AT A RATE OF
THE FABRIC SHALL BE REPLACED PROMPTLY. 100 # /ACRE. MULCH. TYPE 3 SHALL BE APPLIED
AT A TARGET RATE OF 2 TONS /ACRE OVER ALL
SEEDED AREAS IN FREEMAN PARK.
4. SOD SHALL BE PLACED TO 4' WIDE AROUND THE
ENTIRE CURBED PARKING LOT AND EACH CURB
ISLAND.
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\ SILT 5ENCE .4
/
GEOTEXTILE FABRIC, 48" WIDE
LEGEND:
JVE9LAP GEOTEXTILE
FABRIC 6 IN. & FASTEN
AT 2 FT. INTERVALS
z I^
w
o DIRECTION OF
^ 3 RUNOFF FLOW
e
CITY PROJECT EROSION CONTROL PLAN
m:\1074 48O\CAD\1O74- SILT.dgn S P 2706- 204(TH7) PARKING LOT IMPROVEMENTS SHEET 8 OF 8 SHEETS
EXTEND WIRE
MESH INTO
TRENCH —/
r 5 FT. MIN. LENGTH POST
AT 8 FT. MAX. SPACING
WIRE MESH REINFORCEMENT
FABRIC ANCHORAGE
TRENCH. BACKFILL
WITH TAMPED
NATURAL SOIL
MIN.
HEAVY DUTY
PLASTIC ZIP TIES
( 50 LB. TENSILE 1
LOCATED IN TOP 8"
DIRECTION OF
RUNOFF FLOW
z
z
w
2 �
0
�m
U
ow
N�
0.
S ILT FENCE DETAI
NO SCALE
z
w
z�
0
�m
ow
NN
a
, .III•
a sor
I Ex C' C •.@ SILT FENCE . L.�.a.
'_/ • \' III I I l y , . .W + - .
A �
-l. I
t
POST LENGTH, 5 FT. MIN.
AT 6 FT. MAX. SPACING
GEOTEXTILE FABRIC, 36" WIDTH
—MACHINE SLICE
8" - 12" DEPTH
(PLUS 6" FLAP 1
STANDARD MACHINE SLICED
SILT FENCE DETAILS
TO PROTECT AREAS FROM SHEET FLOW
(SEE SPEC. 3886 1
-- 991 --
991 —
EXISTING CONTOURS
PROPOSED CONTOURS
SILT FENCE LOCATION
NOTE:
1D TWO 2 "x 2" WOOD STAKES OR
STEEL REINFORCING BARS IN
EACH BALE AND EMBEDDED IN
THE GROUND 10" MINIMUN.
\ \ 4
5 1 B 99
ti
NOTES:
1. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
SHALL BE PLACED OVER ALL DISTURBED AREAS IN
THE MnDOT R/W PRIOR TO SEEDING.
2. A MINIMUM OF 4" COMPACTED THICKNESS OF TOPSOIL
SHALL BE PLACED OVER ALL DISTURBED AREAS IN
FREEMAN PARK PRIOR TO SODDING AND SEEDING.
3. TURF ESTABLISHMENT:
A•THE COMMERCIAL FERTILIZER SHALL BE 22 -5 -10
ANALYSIS. SLOW RELEASE TYPE
B.MnDOT SEED MIXTURE #50B SHALL BE SOWN OVER
ALL DISTURBED AREAS IN THE MnDOT R /W. IT
B) Maintenance SHALL BE APPLIED AT A RATE OF 50 # /ACRE.
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH C.EROSION CONTROL BLANKET, CATEGORY 3 SHALL
AFTER EACH RAINFALL AND AT LEAST DAILY DURING STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS BE PLACED OVER ALL DISTURBED AREAS IN THE
PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. MnDOT R/W IMMEDIATE UPON COMPLETION OF
BE MADE IMMEDIATELY. PROJECT.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE -
2. SHOULD THE FABRIC DECOMPOSE OR BECOME SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, D•MnDOT SEED MIXTURE #GOB SHALL BE SOWN ON ALL
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED SHALL BE DRESSED TO CONFORM WITH THE EXISTING DISTURBED AREAS IN FREEMAN PARK THAT ARE NOT
USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, GRADE OR REMOVED. SODDED. IT SHALL BE APPLIED AT A RATE OF
THE FABRIC SHALL BE REPLACED PROMPTLY. 100 # /ACRE. MULCH. TYPE 3 SHALL BE APPLIED
AT A TARGET RATE OF 2 TONS /ACRE OVER ALL
SEEDED AREAS IN FREEMAN PARK.
4. SOD SHALL BE PLACED TO 4' WIDE AROUND THE
ENTIRE CURBED PARKING LOT AND EACH CURB
ISLAND.
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