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4
3
2
A IS C D E F r H
S, LAAY
INLET PROTECTION DETAIL - TYPE I
DETAIL C)
SCALE; NONE
2"x2" WOOD STAKES
DRAINAGE FABRIC
7-yPE-E DRAIN ROCK
000
1 118" MIN.
FFYP FTALL SIDES
2" M
YP X,
SIDES
-EXISTING INLET DRAINAGE FABRIC
I A—OVER WIRE MESH
SEEDING AND
MULCHING LIMITS
FENCE
VAR,ES VARIES I
Y SEE PLAN, SEE PLAN T
REALIGN DITCH AS
NEEDED TO MAINTAIN
BRYN MIAWR---� BODING 1' MIN COVER OVER
STRUCTURES
RUNK STORM WATER
l`� <�< I INTERCEPTOR
12" MIN.
0.0
0 00 0(21
NILET PROTECTION DETAIL - TYPE
DETAIL
SCALE: NONE
TYPICAL RESTORATION SECTION
STATION 14+00 NORTH TO BOEING FENCE LINE
SCALE: NONE
z
00
0 c,
I Record D ZQ
SECTION ON rA rawing12/00, SECTION SILT FENCE 4 SECTION B
SCALE: NONE These drawings have been SCALE: NONE SCALE: NONE SCALE: NONE
mo6fiecl to conform with
N
z 1
e L
information provided by In CAI 1 2 DAYS 0
contractor. See original file I 4-�
BE-FORE YOU D C-7
I
copies for engineer
I
professional sea". < Z
1-800-424-55F�5 1
1 DESIGNED: ICHECKED.
DATE:
DEPARTMENT OF NATURAL RESOURCES
1998
BRYN MAWR SYSTEM IMPROVEMENTS jAN.
INC� K.J.D. IJG
-DR IRAVN SCALE schedule a FIJLE NO:
CARRY STRUTHERS ASSOCIATES,
3150 Richards Road, Safe 100
BeHevue, WA 98005-4446 GII
7_ —
C am TEMPORARY EROSION/ -D61A1E1N1J11S
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 TE MENDED - AS SHOWN
-EG —H Fax: (425) 519-0309 1 0
CONFO,MED 2/98 1 7e- a 71--1---.---�-------�
CONTRACT NO King County SEDIMENTATION DETAILS C1,30
No. REVISION BY APP'D DATE APPROVED: !
C731 30C SHEET HSI OF
.. ..................
v v v v v v
A J U J 11 F G H
FILTER FENCE FABRIC MATERIA! 60" WIDE
ROLLS. USE STAPLES OR WIRE RINGS
FABRIC
H C TO WIRE
TO ATTACH FABRIC TO WIRE
ATTACH R
To A F B
FILTER FENCE
FABRIC MATERIAL
R
2x2x`14GA WIRE
2x2 x 4GA E
FABRIC )R U
AD V
FABRIC OR EQUIV-,,
C ,
T V-6'
2"X2"X3' LONG SAKES TYPE-M FOUNDATION V-6"
No
MIN. DRAIN ROCK MIN. I
2x2x14GA WIRE
FABRIC OR F-'QUIV
TYPE-E DRAIN ROCK-
12"
ATTACH DRAINAGE FABRIC TO POSTS
WITH 1/2" HEAVY DUTY STAPLES
gE
1 MIN
4
o
N
gt
4—
EXISTING !NLF GRATE
-7
L'i
cN
PROVIDE TYPE-E DRAIN ROCK
oo0a
__j
777
\"-BURY BOT
R M F
TOM OF
U Y 9��
IN TRENCH AND ON BOTH
SIDES OF FILTER FENCE
FILTER MATERIAL IN
FABRIC ON THE SURFACE
8` MIN.
--
0 0
0 1
DRAINAGE FABRIC
6' MAX IN 8" BY 12" TRENCH
OVER 1/2" WIRE MESH
Lj
2x4 WOOD POST
I,
2x4 WOOD POSTS, STANDARD OR BETTER OR
ALT: STEEL FENCE POST—
EQUAL ALTERNATE: STEEL FENCE POSTS
z
00
0 c,
I Record D ZQ
SECTION ON rA rawing12/00, SECTION SILT FENCE 4 SECTION B
SCALE: NONE These drawings have been SCALE: NONE SCALE: NONE SCALE: NONE
mo6fiecl to conform with
N
z 1
e L
information provided by In CAI 1 2 DAYS 0
contractor. See original file I 4-�
BE-FORE YOU D C-7
I
copies for engineer
I
professional sea". < Z
1-800-424-55F�5 1
1 DESIGNED: ICHECKED.
DATE:
DEPARTMENT OF NATURAL RESOURCES
1998
BRYN MAWR SYSTEM IMPROVEMENTS jAN.
INC� K.J.D. IJG
-DR IRAVN SCALE schedule a FIJLE NO:
CARRY STRUTHERS ASSOCIATES,
3150 Richards Road, Safe 100
BeHevue, WA 98005-4446 GII
7_ —
C am TEMPORARY EROSION/ -D61A1E1N1J11S
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 TE MENDED - AS SHOWN
-EG —H Fax: (425) 519-0309 1 0
CONFO,MED 2/98 1 7e- a 71--1---.---�-------�
CONTRACT NO King County SEDIMENTATION DETAILS C1,30
No. REVISION BY APP'D DATE APPROVED: !
C731 30C SHEET HSI OF
.. ..................
v v v v v v
A J U J 11 F G H