TEMP00911
I
2-1 SLOPE
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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.
STRAW 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 TIME FRAMES-
- 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-
--t—VI
JEED & MULCH
---2 .0 % I. TOPSOIL,
-,CkN �\C,
1"-2"WASHED ROCK
0
6'kfl%.0EPTH FOR RO
FOR WOCDCHPS
18" VWM,.U%i CUT OFF BERM
TO VINWZE RUNOFF FROM SBTE
FILTER FABRIC
Cd�OTE FRLTER FABRIC SHAE BE PLACED UNDER "N
C
-�H 0 K�
'T t4 T �R�
'TO STOP MUD WGRATION THROUGH R �,K
rote;
Silt fence per Mr,'DOT
specifi,-otions, source 2000,
machine sliced woven
monofilament, 35'wide fostered
steel T -Posts with 3(50:b) tens
strength plosttic zip ties per
T -Post (Vcchine skeb)
T Posts 24' in ground
Ties
1:'RQS
� ON CQNTRDL
E N - E I
FENCE TYP
Note:
Type 2 silt fence is the some as type I with hay bodes instafled as per detail
Type 2 to be used to protect 0 weft-nds,
N-4, b* 8 5, to ZV 0. h, 7—d
84M to to mmet C be— ;ro&
pa'^ — W. h, t'd IN 0
--MO S 10 —11JCONTRA
--EENCF - TYPE 2
1 4 d
3" MNDOT 2350 L 45030 CITY OF FROCK w CITY OF
6' CLASS 5 AGGREGATE BASE (100% CRUSHED) SILT
CONSTRUCTo�
COMPACTED SUBGRADE CHANHASSEN CHANHASSEN FENCE
ENTRANCE
TYPICAL SECTION rREVSID: 1-06 OATEPL-JE NO- DATE: PLATE NO:
5300
5301It 11
B612 CURB AT PRIVATE DRIVES AND PARKING AREAS
TYPICAL SEC11ON
SUMOUNTABLE CURB AT PRIVATE DRI
N
WWWWR"U.0 140'"M
mm.-m-� CIVILNNGINEERS 1ANDPI-1-NNFRS LANDSURVEYORS IANDSCAPHARCHITFCTS
2422 EnterpTise Drive 201 85th Avenue N.W.
Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433
(651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883
6* CONCRETE SIDEWALK
& 4" CL 5 AGG. BASE
SEE PLAN FOR LOCATION
6" CONCRETE SIDEWALK
& 4" CL 5 AGG. BASE
SEE PLAN FOR LOCAT10N
4" TOPSOIL &
1, TYP. -4 - SEED (TYP)
,L
0
VARIES' - go -
10, CONDO BUILDING 10' -U-)
U)
C5
PARKING LOT F.F. ELEVATION I J— YARD
O 0 0.33' TOPSOIL
0.80' HOLD DOWN
G.F. ELEVATION
4.0'—
-- ----------- - ------------------------
I
1101"WtIfflo,
M
NNE:3� 10
SPECIFICATIONS D STANDARDS
- AISCcoNM EOMON.
- AWS D1.1-94.
- 29 CFR 1926 -
DESIGNLOADS
5' MIN. TOPSOIL ALLOWABLE AXLE WE)GRT LOAD 20000 LES.
SAFETY FACTOR 2:1
WATER FLOW PATE (THROUGH POLYESTER SLWM 0.476 cfa 0 3' hoad
WATER FLOW RATE (w/ NO SLME) 1.113 cfs 0 0' head
1.575 cfe 0 12' head
MkXUW OVERFLOW RATE 1.074 ds 0 15' head
MOA 112161111 ,
mft#WWAR111
25- VARIES
MIN.
0
LUY5i M
'25
rLo
FINISHED GRA
DE
GRADING GRAD
E
000.5 10. 5'TOPSOIL 6.0'
U Y
0 "0.5' 0]
La M 10'
r
0
Uj
-0.5' MIN. TOPSOIL f
WiTsylb-M
w1T#1 =I vim
Ift
a
AtSC MANIAL QE MM CONSMU00,
M MMON.
AWS STUCTURAL MUNG
D1.1-94.
29 CFR 1926 - OSBA SAFETY
AND HEAM STMWM
DESIGtj L06DS
ALLOWABLE AXLE WEX;Kr LOAD
n/a
SAFETY FACTOR
n/a
WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 cht 0 3' hood
MAXMJM OVERFLOW PATE
5.94 cfe 0 15' �3-d
M
NNE:3� 10
SPECIFICATIONS D STANDARDS
- AISCcoNM EOMON.
- AWS D1.1-94.
- 29 CFR 1926 -
DESIGNLOADS
5' MIN. TOPSOIL ALLOWABLE AXLE WE)GRT LOAD 20000 LES.
SAFETY FACTOR 2:1
WATER FLOW PATE (THROUGH POLYESTER SLWM 0.476 cfa 0 3' hoad
WATER FLOW RATE (w/ NO SLME) 1.113 cfs 0 0' head
1.575 cfe 0 12' head
MkXUW OVERFLOW RATE 1.074 ds 0 15' head
MOA 112161111 ,
mft#WWAR111
25- VARIES
MIN.
0
LUY5i M
'25
rLo
FINISHED GRA
DE
GRADING GRAD
E
000.5 10. 5'TOPSOIL 6.0'
U Y
0 "0.5' 0]
La M 10'
r
0
Uj
-0.5' MIN. TOPSOIL f
WiTsylb-M
w1T#1 =I vim
Ift
a