HomeMy WebLinkAboutTED4001223.1REVIS10NS
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20' 001VC. PAVING rExi-6 .) O q;
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Po/vD VO4. = 10'00 i't POND VOL = 100 ft 3 RAND VOL. • ✓�40 f f 3 p
2' DEEP 2DEEP tit
INSTALL POII/D WI THIN
PROPERTY iO At/0/!� INTERFERENCE
WITH STREET �PARKINC. ry N 0
ti
120.00,
!8"0 � CMPI
-SILTATIO/V DITCH
\ ' S. 89' 35' 22 " W. , 120, 00' d
0 �
PLACE RIPRAP 5PALLS POND VOL.- 1200 ft3
TO PREVENT SCOUR 2' DEEP Aa
ALL STRAW 8AL E BERM 5
(Typical)
I
A
a
I
F
ROCK L INE/.> /01 rC H
M/RPFl
A
0
N. 890 3.�ff' 22" E. 160. 00' --
A = I.06 AC. 1
POND VOL = 1924 f f 3
SILTATION DITCH
j-
3. 890 35' 22" W., 160.00'
v \uP
a �
h
%�
I I
I
I
I
I
' ,EXIST 12" CONC COLVERr
156. 9
I
N
SCALE: I = 20'
CONTOUR INTERVAL: 21
ORIGINAL GROUND
I
3
ROCK LINED DITCH
SECTION B- B
00-SE&A / C
SURVFyi
of W"A's
z
i rsrEs�
\SULTAN/
r;l)L PLAi�
iN NATURAL VEGEIATION FOR
SILT CONTROL.
2. 1 _i ;PC!r. ,RY SI L I DE T EN T ION PONDS TO BE
CONSIRUCTED BY PLACI';G STRAW BALES ACROSS
S'.'AI_ES.
3. ALL TEMPORARY SILTATION AND DETENTION PONDS SHALL
BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEA I',G AND/OR CONSTRUCTION IS
CCi,1PLETED AND THE F"L ''.ANENT DRAINAGE FACILITIES
ARE OPERATIONAL.
4. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND
CONDITIONS.
5. RIP -RAP BASE (BOTH SIDES) OF BALES FOR EROSION
CONTROL, AS REQUIRED.
6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL
OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS OR RETENTION FACILITIES; BUT IS AN APPROVAL
OF TEMPORARY SEDIMENTATION CONTROL PLAN ONLY.
AAjAVA Ci G9i TGO c�r��• ear -••ter- ��.�r
STRAW BALE SILTATION
POND SECTION
_ J/i ORIGINAL GROUND�
0.5-I MIN, L
3
NOTE: All ditches where velocity exceeds 5 fps shall be
lined with 3" - 6" washed gravel 1.0 toot thick.
SILTATION DITCH
SECTION A -A
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JOB NO.
1-388-001-811
DESIGNED
G J S
DRAWN
J H D
CHECKED
DATE
APRIL 1981
APPROVED BY R W.`D.
CITY OF RENTON
DATE
C-40F V SHEETS