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RESTORE ASPHALT ALONG CHANNEL
Wj SEE TYPICAL SECTION F -F, SHEET 9
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r--w ^ r. PSPH- rLiitB PI /' n ,% �.. OF .EXIST
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LADDER, SEE
SHEETS 15 & 16
DO NOT DISTURB
BU'!ED PVC LINER
NEW ASPHALT
PAVEMENT, 3" THICK
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a i I , I I Q. Sun:�o/y .Sewer MH ]uf%ed Loeo�bn.
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\\ �( PLACE TOE ROCK AS SHOWN
n MAINTAIN 1' MIN DISTANCE SET E TOE OF E P \\ ��
FROM UT TO E OF i DIME NS SHOWN ON LAN; SEE TYPICAL SECTION G -G, SHT 9
'- 1 \ SEE FISH LADDER
f' FT EXIST PAVEMENT P Z. DO NO TURB LEFT BANK OF PLACE D.I. CASING \
\�\ GRADING PLAN, SHEET 8
I n CREEK, SEE TYPICAL SECTION F -F PIPE 20 "0, 26 LF' r �\
IE WEST 97.0 ��\\ \\.
IE EAST 97.1 \
SEE. SPLITTER STRUCTURE (. i SEE NOTE 2: �y \ \ \\ \,� --
\ \ GRADING PLAN, SHEET 8 1 I•\
SITE PLAN (, PROTECT EXIST IRRIGATION
\A- � � CONSTRUCTION LIMITS, TYP � PIPE. LOCATION SHOWN APPROXIMATE.;
MINIMIZE IMPACTS TO PRIVATE �`� MC STA 6 +50 TO MC STA 10 +00
PROPERTY, AND FULLY RESTORE \\ ' �'. \'\ - -�
SCALE 0 '10 20 40 FEET \ ����_ —�
PROTECT EXIST 6" IRR_ IG PIPE
DURING CONST, EXIST PIPE IS 1" = 20' -0" \
SUSPENDED UNDER BRIDGE EXCEPT AS NOTED
...................................................................................................................................................................... .............. .........---- ------ ------------
----- --- -- .....- ..............
...:.......... ............................. .: = .... .:............................. ............. ............................. ........ -- ------------ - - _ _ _
SPLFTER STRUCTURE : TYPIGA SECTION E .......TYPTCAI SECTION" F" --- " " - - - -- --- -- - - - -- - - -- ----------------- ------- ------ _ - ..... "- - TISH [ADDER' I7FALLISTRUCTURE L
:........ ....... GR ?,DING.PLAN,:SEE:SHEET-8......- _ _ ... -. ...... . -. ... - -- ....... ....... . - - - -- --- - _ ----- - -- - -- - - --_- -... ....
°0 N °' - fE GRADING PLAN NOTES
�'- ..._.. -.... + h .... -.. ..- _ of SEE ET 8 _ _ 1. FOR NOTES SEE SHEET 3.
_ -
w - - 1¢- - H¢- - - - - - - - - - - - - - - _ - - - - - - - - ----- -------- 2. DUCTILE IRON PIPE IS FOR FUTURE
...... t08 ........ ...... ............................... xl - -------. ..---� ..._. .................. .. ut ........ ... ... rn ..-- -...-- -.. ......... ---------------- .. ...... ....... .. _ .. - _ --- ----------------------------- - -- ----- - ..-- ... ................. .....
"': ' : : -- - - _ -- -- - - CONNECTION OF 10" LINE TO EXIST. -
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o 1. SS MANHOLE. CONTRACTOR TO
...................:.... . .... ' . - twit ... :.. - . - ... _ .. - ... .. .. EXISTING. CONCRETE BRIDGE _ _ - _ . .. _ . _ EXISTING TOP OF RIGHT_ BANK : - - MANHOLE .� .2 _ _
�. .. -. ......:.... .. .. .. -... ..... ... .. - - - -- -- - - --- - -- -- -- ... -
' ,. - _ VERIFY MAN INVERT PIPE
(LOOKING DOWNSTREAM) - . - ALIGNMENT WITN CITY. BRICK AND -
EXISTING C .INVERT, _ TIOHTASEALCPRIO END BACKFILR.
104 ! - ................................. ................. .. ........ ........ ... .. .. ..... .- - -- -------- -- ----- .. ------------__------ r ........... :...........
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- SITE PLAN LOCATION
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EXISTING TIMBER BRI GE — DO NOT DISTURB a w
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:EXISTING PIPES SPANNING M wo
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:BELOW BRIDGE DE.CK.:. EIEV & ......: .. - .. #..:.. SEE NOTE ^z!N
6" WATER LINE UND�R a & LOCATION :APPROX. _ _�: w _-
BRIDGE DECK (TYPE AND CONTENTS UNKNOWN) oo Q
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STREAMBED. GRAVEL
A
12" MIN: THICKNESS : # BYPR DATE ?-G -98
....... POST w.
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......... .....:...................:..... ...............................:...... .............�................. ............... ............... ............... ............... ............... .---....... ............... ............-----........... .------------
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... ... ... ..... .. . -.- ...... . -. ..... ...... .. .. .. -. ..... - - -.. .- .... .. -- -- -....- ..
CITY OF RENTON
15 "0 DI SEWER A w.,. . : -- - .. -- ... - -. -... ....- - - - - - - -- - -- p oF�,n,EGts7'r;RE9`$4``/4
DEPARTMENT OF PUBLIC WORKS
..... - .... .... .. sslDU E PROJECT
.... - w�
.... ..... ....... _
so .... ......... ..... . ... ......... -- -- - -- o A SITE N D D PROFILE
PLEWOOD CREEK FISH CHANNEL PR
............. $ S( PLAN AN OFIL
rn SCALE 0 10 20 40 FEET
f 12-2i-99
N 0 o o O O O O
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00 rn Q Af- iiyJ 9BY HORIZONTAL: 1 DATE: 7/1/98 FLE NAME: SHEETO6
a of
w ¢ SCALE 0 2 4 8 FEET a DRAWN: DWH
I- I- to PROFILE
H Engineers and .Scientists SCALE: AS SHOWN H— BOOK: PAGE:
(n in 27 216iF U U a U CHANNEL U I I U TEL CHECKED: DEP
Bellevue, Washington
(425) 602. -4000 SHEET: 6 OF: 22
� .ern¢ ' � � � VERTICAL: i °. =.4'_0 °. APPROVED:
�' FAX: (425)602 -4020 N0.' REVISION BY APPR. DATE
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