HomeMy WebLinkAboutSWP2702264.6t
RESTORE ASPHALT ALONG CHANNEL
00 / _ - SEE TYPICAL SECTION F-F, SHEET 9
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MC N ,16'55'06" E o c> �- /j cn cn c~n v~i U Q \ co \ ASPHALT
FROM 'LIGHT POLE TO `.,\0 U �' N ~ -- — - �,Jf` + N rn;00 I
'MC- STA 7+50 MC MANHOLE D `� -- g `�' - - U N Q ' C +
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110
00
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(SHE T g) v /V.:�-,
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APPROX. EXIST CHANNEL
/ ` PLACE TOE ROCK AS SHOWN
- I = \ MAINTAIN 1' MIN DISTANCE I SET NEW TOE OF SLOPE PER
SEE TYPICAL SECTION G-G, SHT 9 -
�\\ _ _ I _ __ \ FROM CUT TO EDGE OF DIMENSIONS SHOWN ON PLAN;
EXIST PAVEMENT TYP DO NOT -DISTURB LEFT BANK OF PLACE D.I. CASING
CREEK, SEE TYPICAL SECTION F F PIPE 20"0, 26 LF'
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•;, t--- -�\\� t\_ /n�. \ /� ;�, I I WEST 97.0
IE EAST 97.1
SEE SPUTTER STRUCTURE SEE NOTE 2.
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FISH LADDER, SEE
'd \ SHEETS 15 & 16
T.� nX,
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DO NOT DISTURB
-�;
i I BURIED PVC LINER
II -
= NEW ASPHALT
IPAVEMENT, 3' THICK
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SEE FISH LADDER
GRADING PLAN, SHEET 8
�. 5,n,•Iury .Sewer /`i T,/ ect Loc`ullon.
See keCor[✓ Drawi'ny �or /-1,jf Lag / lciCcr�+cnf.
3 Lo9 use d lns4eOd 0l' Rocks .
GRADING PLAN, SHEET 8 \ PROTECT EXIST
ISHOWNIOAPPROXIMATE � ���� ___----�20�
SITE PLAN D
CONSTRUCTION LIMITS TYP--''~-`
PRIVATE` MC STA 6+50 TO MC STA 10+00
�- MINIMIZE IMPACTS 0
/ PROPERTY, AND FULLY RESTORE
SCALE 0 10 20 40 FEET \
✓
'11 PROTECT EXIST 6" IRRIG PIPE
DURING CONST, EXIST PIPE IS 1" = 20'-0"
SUSPENDED UNDER BRIDGE
EXCEPT AS NOTED
EXIST SPILLWAY
SPLITTER STRUCTURE TYPICAL SECTION E. - - TYPTCAi. SEC110N F : F1SH LADDER OUTFALL STRUCTURE
NOTES
... .... ....... GRADING PLAN, SEE SHEET 8 00N o
(
GRAD NG PLAN
r71 h :. + SEE SHEET .8 .... 1. FOR NOTES SEE SHEET 3.
:.........:.........:.. w Q :... :. Q r l i - 2. DUCTILE IRON PIPE IS FOR FUTURE
F................................ .
108......................................................... =I........:............ �, 0 E TO EXIST.
Cf)CONNECTION F 10 LINE
w :....... .. U �i...i:..... i i SS MANHOLE. CONTRACTOR TO
wl :EXISTING CONCRETE BRIDGE EXISTING TOP OF RIGHT BANK VERIFY MANHOLE INVERT PIPE
ALIGNMENT WITN CITY. BRICK AND
cn REAM FOR WATER-
(LOOKING DOWNSTREAM) .. ��. ;.I � ! MORTAR EACH END 0
' TIGHT SEAL PRIOR TO BACKFILL
EXIST(........... :INVERT, ..................:...................:...................:...................:.................. .... I;.....ii...........:...
:...104.................................................................................................... I I
.... ... .. -.....
W M r
�MAPLEWOOD CREEK
00
i
... ...... .................. ......... ......... _. ................... _
APPROVED
BYE
o� VVAS
_....,.�4--......................................._
I............................:...................:
:...................:......................................:...................:......................................:................
...............:.....---.............................................._._................._...........................................................................
:84
CITY OF RENTON
_DEPARTMENT
15"0
DI SEWER.....
s
SIONaL ��
MAPLEWOOD CREEK FISH �` HANNEL PROJECT
80
W�
�
_-..:...................:.......................
t _
_. _ _:.....................................................................................................................:......................................................................................................................
80
SITE PLAN D AND PROFILE
U
SCALE 0 10 20
40 FEET
EXPIRES i2-21-99
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OO
I I I I I I
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+
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w
00
HORIZONTAL: 1"
+
= 20'-0" rnO
1-41tAt
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/�s-,�Y
owe
,� -.o --pp
DESIGNED: CMG
DATE: 7/1/98
FILE NAME: SHEET06
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Of cr
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la-
SCALE 0 2 4
8 FEET
_
Engineers and Scientists
DRAWN: DWH
SCALE: AS SHOWN
FIELD BOOK: PAGE:
U)
V)�
CHANNEL
PROFILE
l I i I I I
I (/)
Bellevue, Washington
CHECKED: DEP
J W10 - 27— 2t6(,t
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U
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:
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CU
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UC
G
VERTICAL: 1
U
= 4 -0 g
TEL: (425) 602-4000
FAX: (425) 602-4020
NO,
REVISION
BY
APPR.
DATE
APPROVED:
DIRECTOR of PUBLIC WORKS
SHEET E OF: 22
,
4p b 47 -.� �y 016 SCANNE® � 3 0 2000