HomeMy WebLinkAboutTED4001227.5OA4
TOP OF 04wV = /,Z, • O 24 ,0
/ - /80 126.0
/ — -- 3
ROCK CIy.ECK ,04 /►'/-� a� s = o.s •�.`� /
�j 77JJ
I2 this Sheet) / ' j
`� EXISTrnKy GROt1N0 �/P 6A � F�,4 RY'
l7 -h �� 2 i .SP.9L L S
�» DAM AND OVER FLOW CULVERT
�' 6�UoV >> .,f EXIST. DITCH /
R E V I S 1 0 N s
Q C�/•INGE 1,YTE,PCEPI. �''�
oirCrr
NEW REr POND IOC-
z/7/80 / .re 0
TEI'1IPORARY EROSION/SEDIMENTATION CONTROL PLAN NOTES:
w'HERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR I
SILT CONTROL
CHECK DAM DETAIL N; � �� /
2• SILTATION AND DE 1 iTION PONDS TO BE ;
ItiJ��t-I LY PLACING STR ES ACROSS
/ Ir Sw,AI ES .
fop OF I - �� /— _ i�' 3. ALL TEMPORARY SILTATION AND DETENTION PONDS SHA
LL
OAP �. Al 10 �5O �' BE MAINTAINED IN A SATISFACTOP,Y CONDITION UNTIL
UCT S�oN,, ESE /Zq'� � '
�' / % 1 i SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
cpNSTRARY E� o�tR�' PAM /4 �• / ' COMPLETED AND THE PERMANENT DRAINAGE FACILITIES 2
T,cM� TAr��' \
' •' - i ARE OPERATIOiJAL. 0
AMEN r�ia •:�•.. ,
S�D� p�tAl�-) oV pF �A i(0'0 r - 4. RETURN SI 4
(SE CT 2¢ S ^ 0.5 % Tor raCE - 1 • -
SILTATION CONTROL AREAS TO ORIGINAL GROUND Q Z
U T UR CONDITIONS. ,q
/ ° z R
S ✓ 0 5. RIP -RAP BASE (BOTH SIDES) OF BALES FOR EROSION Q Q
oN �, c��
Fl-� INr CONTROL, AS REQUIRED. Vj
Sit YPi
5 •
- - /
�OV AL OF TH. S PL%N' UC LS NCT CO',S T I T any;AL
UIE ;SFr Sj
F►.
�. � ��/ • �OF SIGN, Si7E NOR LOCATION' OF PIPES, RESTRICTORS, t`� �.
Ur (�
r f _
/ - R KLIc�1IO� fACILII'�S, EUT IS A�; Ar'F�PO','AL Q �Z
R ti
TI �i
.. Cl;r i i�l1L 'LfiN ONLY.
:n rpno pted
'
N-
,�12
ST D N' �J
goo
M� ^ / - 0
y a Nr�oN vo' U j /Q�� ---- - - - - - -- i; c�
/zo - -
I_ �'' R Tf - I •
pro • I ,
- _.
opJ-
N
icy \ /
,zo -_- ' p�� - STRAW SALE SILTATION
101i
41
O FtPOND SECTiON
�.
z
z
ORIGINAL GROUND
Z 0'
0.5' - I' M i n. � W
r = a z0
__J I O Q o
3 r 0:
cn
NCTE: All d 'c' es � . re cc:ty F, coeds 5f^.> - a
e r.-d with
3' E _ ed c'ovel I.0 `t. c O 0
III-A'f ION DI I CH� � Z �
�S� Q ICN A --.A
/2 ' !N/DE G AW il,64 j }' Z
L/i!/E CHAIY/VEL !N?H !o"?f OUARRY f?DAD� 1i.
� SP.4LL S
2h /.Ofreebocard V �Q�yy
W
sic ra rronv 0/7r
"Go FOP CDBB�ESTdrI/� W •�_
l
A � '
�Q \ \ �� 4 INC- 0
O C'fi�.4/l'�J�� F-
\ \ \ \
\ J fr T S = /. O % , h = 3, 95; .2L, = 7. 90; V= 5. 5z X S ec .
14T 5=4.5 %, h 2h =5.9G, l/=9.35�Sec.
AT S=8.0 %, h = 2.6%.2%z = 5.35; V= //.6
0
Z_
RETEA/T1010V
_ VO4 UM,- Q 12 70
Z
UL
INTERCEPTION DITCH DETAIL 80�l
'ba h RAK
A L M
r /!00 /!o /. $ _
i
_
Powo \X soy APPROVED BY P W. D . DATE
�3aTT 159. 5 ,
�6z 9 . �7z �_ ��4.o CITY OF RE"NTON ,: io0LF'VS=io.c�..
S ,�2 �....,. �....
"N'
NAYG3ALES ?
C-
ldi
MICROALMED
/0000'
s _J
m
l