TEMP005ti
EROSION CONTROL NOTES
TOPSOIL
ALL DISTURBED AREAS SHALL HAVE A MINIMUM
OF SIX (6) INCHES OF TOPSOIL PLACED.
SEEDING
SEED MIX SHALL BE MnDOT 250.
DORMANT SEEDING AFTER NOVEMBER 1.
MULCHING
MULCH SHALL BE MnDOT TYPE 1.
STRAIN SHOULD BE SPREAD UNIFORMLY AT A
RATE OF 1-1/2 TONS PER ACRE AND ANCHORED
WITH EITHER NETTING OR A STRAIGHT DISC.
ALL SEEDING AND MULCHING SHALL TAKE
PLACE WITHIN THE FOLLOWING TIMEFRAMES:
— SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS
— SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS
— SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS
INSTALL WOOD FIBER BLANKET ON ALL
SLOPES 3.1 OR GREATER,
BITUMINOUS TRAIL
12`
2' 8 2"
J
TOPSC^IL.
TEED do MULCH
+ rLI
r r
!` #♦ Y 7•!
�--
2422 EnterpTise
Mendota
..
n Rapids Office Coon Rapids, MN 55433
(651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883
1 C,
1"-2"WASHED ROCK
CWNLrEPTH FOR r" OCD.K d7
10'%f -40 ---PTH FOR WDOD HPS % B
15 MfN9PDUM CGT CFF BERM _ _ J
TO MINIMIZE RUNOFF FROM S�'TE
FILTER FABRIC
NOTE', E@LTER FAIHRIC SI-dALLB PLAC Di UNDER ROCK
TO STOP MUD MIGRAT&CN THRCkUGH ROCK -
C I T `I°` OF ROCK
CONSTRUCTIONCHANHASSSR !)
ENTRANCE
J
EV;SM 1-05 _ g DATE: � f LASE. >;D.: 5301
E
wamaltzing
�i!t Mtence per MN'DOT
sperrfr otoons, scarce 2DM,
mcchine sliced woven
rnonof foment„ 36"wide fastened
steel T_Posts with 3(50''b) tens
strength plost;c zip Gies per
T' -Post. (tAoch ne sliced(
S �erx. seaclr ag
CE05ION CCNTr�01-..
FENCE - TYP l
T Pasts 24" in grarand
'dies
t4ote:
Type 2 s;!t fence is the some cs type I with hay biles icsttc!Ced cs per detail
T}pe 2 to be used to protect d1 wetlonds.
Steel T Posts 24" �n ground
Z'9 Tees
p-+rr . �}P r ZYuDoa
.a .amR xYd:a Gwrn S`rwye b:ic 8 S' Ca ..".G' arta tru, �wa^6
Bdh ,a tt re-- s l b' bin. cad•_..
Brox at @a tr 1rd .a A a U,*d.
11 E 015i N CONTROL
HENCE - TYPE 2
41;`)--
CIT. ``x' CF SILT
L: CHANHASUMN FENCE
R-"gsELY:1 a<— -.-- — �. DATE: PLATE Na.'
5300
IM i
VARIES' —No
10' CONDO BUILDING
F.F. ELEVATION
\' 0.33' TOPSOIL *'
0.60' HOLD DOWN
� C
Oma'
—00 VARIES'
®25' 25'
�MI .
WO
1 a' .5' TOPSOIL
RQMRA—
h4
EWL
MIT,
s°
VATION /
• ,r
•� r
10' ars
25' VARIES
Of 0 MIN. 251 FINISHED GRADE
GRADING GRADE
C}LO
0in— 0.5 1a' .5'TOPSOIL 6°a
I- -Y
002.0'
< 0.5'
1-0.5' MIN. TOPSOIL
SEE -Q-16 1 ► AND -STANDARDS
AISC . a .. OF =- CONSTRUCTION, 9TH EDITION.
AWS STRUCTURAL WELOW ==-=EEL, 1)11.1-9429 CFR I
. S�MJX &M .i _ u 1 _. ►.: ►.
ALLOWABLEar A
SAFETY FACTOR n/a
WATER FLOW RATE (THROUGH 1YPE FF FILTER) 0.7(Y7 cfs 0 3* h"d
MAXIMUM i
OVERFLOW
SEEQIEIQAMONSD 'i:UDACD
29 CFR 1926 SAM AND HEALTH l_a►_:.►S
DESIGN LOADS
ALLOWABLEar • t 20000
FACTORSAFETY
POLYESTERWATER FLOW RATE (THROUGH E t ,
WATER FLOW RATE w NOSLEEVE)
M cft 0 12' hood
MAMUM #R t
Y
W10 j
VW
s..: a. ��....
.^ n
n
1 ' •
i
3" MNDOT 2350 LVWE45030B
6" CLASS 5 AGGREGATE EASE
COMPACTED SUBGRADE
(100% CRUSHED)
TYPICAL SECTION
B612 CURB AT PRIVATE DRIVES AND PARKING AREAS
6" CONCRETE SIDEWALK
4" CL. 5 AGG. BASE
SEE PLAN FOR LOCATION
4" TOPSOIL &
2% SLOPE
SEED (TYP)
1• TYP.—
MNDOT B612
CONCREM CURB
& GUTTER
PAVEMENT SECTION
7-1.5'
MNDOT 2350 LVWE3503M
BITUMINOUS TACK COAT 2357
2` MNDOT 2350 LVNW35030B
6" CLASS 5 AGGREGATE BASE (100% CRUSHED)
24" MNDOT 3149.2B SELECT GRANULAR BORROW
TYPICAL SEC11ON
SUMOUNTABLE CURB AT PRIVATE DRIVES
6" CONCRETE SIDEWALK
& 4" CL. 5 AGG. BASE
SEE PLAN FOR LOCATION
24'
5'
4" TOPSOIL
z% SLOPE
1' TYP.
SEED ( )
_
3% 3%
+ rLI
r r
!` #♦ Y 7•!
�--
2422 EnterpTise
Mendota
..
n Rapids Office Coon Rapids, MN 55433
(651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883
1 C,
1"-2"WASHED ROCK
CWNLrEPTH FOR r" OCD.K d7
10'%f -40 ---PTH FOR WDOD HPS % B
15 MfN9PDUM CGT CFF BERM _ _ J
TO MINIMIZE RUNOFF FROM S�'TE
FILTER FABRIC
NOTE', E@LTER FAIHRIC SI-dALLB PLAC Di UNDER ROCK
TO STOP MUD MIGRAT&CN THRCkUGH ROCK -
C I T `I°` OF ROCK
CONSTRUCTIONCHANHASSSR !)
ENTRANCE
J
EV;SM 1-05 _ g DATE: � f LASE. >;D.: 5301
E
wamaltzing
�i!t Mtence per MN'DOT
sperrfr otoons, scarce 2DM,
mcchine sliced woven
rnonof foment„ 36"wide fastened
steel T_Posts with 3(50''b) tens
strength plost;c zip Gies per
T' -Post. (tAoch ne sliced(
S �erx. seaclr ag
CE05ION CCNTr�01-..
FENCE - TYP l
T Pasts 24" in grarand
'dies
t4ote:
Type 2 s;!t fence is the some cs type I with hay biles icsttc!Ced cs per detail
T}pe 2 to be used to protect d1 wetlonds.
Steel T Posts 24" �n ground
Z'9 Tees
p-+rr . �}P r ZYuDoa
.a .amR xYd:a Gwrn S`rwye b:ic 8 S' Ca ..".G' arta tru, �wa^6
Bdh ,a tt re-- s l b' bin. cad•_..
Brox at @a tr 1rd .a A a U,*d.
11 E 015i N CONTROL
HENCE - TYPE 2
41;`)--
CIT. ``x' CF SILT
L: CHANHASUMN FENCE
R-"gsELY:1 a<— -.-- — �. DATE: PLATE Na.'
5300
IM i
VARIES' —No
10' CONDO BUILDING
F.F. ELEVATION
\' 0.33' TOPSOIL *'
0.60' HOLD DOWN
� C
Oma'
—00 VARIES'
®25' 25'
�MI .
WO
1 a' .5' TOPSOIL
RQMRA—
h4
EWL
MIT,
s°
VATION /
• ,r
•� r
10' ars
25' VARIES
Of 0 MIN. 251 FINISHED GRADE
GRADING GRADE
C}LO
0in— 0.5 1a' .5'TOPSOIL 6°a
I- -Y
002.0'
< 0.5'
1-0.5' MIN. TOPSOIL
SEE -Q-16 1 ► AND -STANDARDS
AISC . a .. OF =- CONSTRUCTION, 9TH EDITION.
AWS STRUCTURAL WELOW ==-=EEL, 1)11.1-9429 CFR I
. S�MJX &M .i _ u 1 _. ►.: ►.
ALLOWABLEar A
SAFETY FACTOR n/a
WATER FLOW RATE (THROUGH 1YPE FF FILTER) 0.7(Y7 cfs 0 3* h"d
MAXIMUM i
OVERFLOW
SEEQIEIQAMONSD 'i:UDACD
29 CFR 1926 SAM AND HEALTH l_a►_:.►S
DESIGN LOADS
ALLOWABLEar • t 20000
FACTORSAFETY
POLYESTERWATER FLOW RATE (THROUGH E t ,
WATER FLOW RATE w NOSLEEVE)
M cft 0 12' hood
MAMUM #R t
Y
W10 j
VW
s..: a. ��....
.^ n
n
1 ' •
i