2013-11783-G (Plans)ALRAffil I ,- R
AM
R
_ _m.
Fab,
A V qN
295 SF 433 CF
I%aA JL%A JLA6oWJLL N %A A J6dA 26L N
L_J TOLERANT PLANTS FOR
2" HARDWOOD MbLCH
NELL—DRAIhED SOILS OR
'
SCALE I" -10 COVER OR CITY CITY APPROVED EQUIV.
APPROVED EQUIVALENT
INSTALL 4" K7N PERFORATED 1 T R PLAN
PVC SU13DR41N AT BOTTOM OF
77c;
GqAVEL SECTION TO SATISFACTION
OF PROJECT SOILS ENSINEER IN
FIELD. SAIMIN SHALL MADVTAIN 24" ENGINEERED SOIL
1% MIN SLOPE
SEE NOTE BELOW
&EOTEXTILE PEE LBfR
TO PREVENT SETTLBC 2" OF 318gl GRAVEL
INSTALL B41ERWABLE GEOTEXTILE
LD*R AROUND APANM BOTTOM 18 OF 314 GRA VEL
SIDES OF BI ION SECTION
CTION OF PROJECT SEE NOTE BELOW
TO SA Tl9:A
SOILS ENGINEER
BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINI MLN 24 DEEP
"SANDY LOAM" SOIL MIX WITH hV MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAND, 20-30% COWOST OR HARDNOORD MULCK AND
20-30% TOPSOIL. FREE OF STONES, STOWS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS NEEDS.
314 CRUSHED ROCK LAYER SHALL BE A MIN DWS OF 18 BUT MAY BE
DEEPENED TO IACREASE Tt-E IWILTRATION AND STORAGE ABILITY OF THE
DETAIL
A
v
295 SF
433 CF
Row ROW
L 1
OWRAR
1RIVEWAY AREA TABLLft
AREA OF EX DRIVEWA Y TO BE 1.600 SF
REMOVED AND REPLACED
AREA OF EX DRIVEWA Y 1, 700 SF
TO REMAIN
oil]
I
91jazisTelyw1m
REFERENCE-M
71
314 " MIN COARSE
AGGREGATE
FABRIC
f ''
SPECIFIED BY A SOILS ENGINELPIR,
SECTION A-A
®A
19' RADIUS
MIN. 20' MIN
t
r
.;1
WIDTH REGUIRED
TO ! CCOMODA
1. } , TRAFFIC
RUNOFF
u'DOSION CONTROL PLAN
i ANN a
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
® SACKFILL AND COMPACT THE
EXCA VA TELL SOIL.
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED 3 FILTER FABRIC
FA
1t�
s
;VERTICAL NIA
y
sr ?
y ■ AREA REPRESENTS
HYDRDSEEDING
GRAVEL BAGS PER DETAIL A ca C) cm C3 cm cm m ca ca cm cm
SIL T FENCE PEP DETAIL B x—
GRAPHIC SCALE
i io 20 30
■ i � j !J
f .,
9 L N-- p i�
- ` _ toz A
EROSION CONTROL PLAN FOP.
1767 CREST DRIVE