HomeMy WebLinkAboutD-226408SHEET 6 FOR CONTINUATION -
7 UPON COMPLETION OF FISH LADDER CONSTRUCTION,�I
REMOVE UPSTREAM PLUG AND ENSURE THAT CONCRETE II I!, /� I- �_- ?U- /'�L''
G STRUCTURE TO PIPE INTERFACE IS GROUND SMOOTH. I /
EXIST 42" PRECAST - 'J I J/ EXIST PVC LINER AND
CONCRETE PIPE I ANCHOR TRENCH;
APPROX. EL. 113.17 (TOP)
& 111.17 (BOT. OF ANCHOR
�l I I I F / / TRENCH)
�/ PERFORATED DRAIN
/ RESTORE CRUSHED
`j i �� / J • ��%� 1-- ` -- PIPE; SEE SHT 1
jll �Q i' / 7• / \f� GRAVEL SURFACING
� Sec.
,
j IiI A, ! 0 - REMOVE DOWNSTREAM
PLUG `-
FROM END OF�CONCRETE �-
PIPE PRIOR TO 04CASELENT
IN CAST -IN -PLACE CONCRETE I ,
` j WALL; I.E. 10765 1 _ p,,.,,�_,`�. �T p ROCK WALL
i
114 EL -1762 REF
17-L STRUCTURE
BENCH El- 111.3. "' C _� I ZL IEL. 107.16 EA!
102.0 1'1: SIDE REF, j 'I
S5. M14 �� �� PLACE TOE ROCK /p pg
CONSTRUCTION / / 11 — — - CONTRACTOR TO BEI
J j , \� I(� �<v� �j AS SHOWN `�� i.AWAVL 0l� EXIS71NG
N �
TJMITS TYP. / / O o
II 1 . 1N IRRIGATION ION RIPE I
IIN C�f OSE'TPROXrMIT1t
ITO SPILLWAY TL�T 1
I ISTRUCTUREi APRtX 1
(L. 167.0; /'RESTORE ,I
o j RIPE IF DAMAI;EQ.�.
SEE SHEET 5 FOR /� / �� I �O O.. gO 'I rI I UNDER THIS CONTRACT
PROTECT TREE T
/ _ 106.5 O
CONTINUATION / 1 �y T T.O. ROCK WALL
FOR FISH LADDER
STRUCTURE SEE L 1070 �n O
SHEETS 15 & 16
TOP EL. 100.7 MH RI�R PO EXI�Ti'j %,
100.5
PAVE WITH 3" ASPHALT;
N \ FpxP k >d erA / Y SEE SHEET 6
1 1
x>,
TERMINATE & RELOCATE \ / S•� �� v —� '1! ;� I; I i ; /
I d I
,, ! RIPRAP TO
t FENCE: PER SPECIAL I \ j I / / l H.D. GALV HANDRAIL 3' -6"
PROVISIONS & SHEET 5 J / 11 /� I J'' ABOVE GROUND SURF EL. 105.0 TYP
-� �- \\\\\\,\{`,\ �� \ SIMILAR TO STD AIL
SHEET 18; TS TO BE SET
IN 6- 1' DEEP CONC. r�'„ �I o ' `� I, STEEL CASING PIPE
ROCK WALL TRANSITIONS TO T,O. ROCK WALL uJF / /, %/ t\ ;° I 2. 1.. o, i I !,', i E WEST 97x0
BE SIMILAR TO - BOX - CULVERT EL. 91:5 TYP / ! �� I �\ H - �- II\ , I
\ I I .� .z % I I 1 `,i IE EAST 97.1
j I TYP TRANSITION 3 PLCS; I 3 PLCS PROTECT POWER POLE 7pN
SEE SECT G -G SHEET 10 TOE ROCKS t O /// ' I AND GUY WIRE
2' THICK LAYER\ �1 i TYP
OF RIPRAP TYP LIMIT OF CRUSHED 2' THI AVER ' ROCKS
i TOE TYP. rn
.GRADE LOG 9 I `GRAVEL SURFACING TYP. OF I P TYP,. O� % I A neree Sp'y +/ f'2?ear` o:e�:.rF - -�� I ' �`� Il i'1
O X stOR �/ i See cn9:neels Cfiinge Note aYf I ' 1 1 11'` I1 '' STREAMBED
MAINTAIN 1' MIN GRAVEL, TYP.
_ 186 FROM CUT TO EDGE 2" �cnerete C6, cdold :n Spd /way I j
Ch
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o
b
n
m e
x
o
x
n N
_ I 86 ' 2 1 % j I !1 I I Sce nyin eei a f 'o !. 1
eD IMy4t�e j I �I 1�..
EDGE OF ASPHALT TYP. `, ^`
� �F►
8
5
rn
1
1
I
i , \
SCALE
MBMD GRAVEL,
LI
APPROX EXIST CHANNEL I SEE SHEET 6 FOR CONTINUATION
/ OE I I I
86
68 FISH LADDER GRADING PLAN
b / SEE SHEET 14
i
FOR SPUTTER NOTES.
90 (� $O '' -.,\/ STRUCTURE �_��� F..
` / i CON ELEV OF / 408
1. CONTRACTOR. RESPONSIBLE FOR REMOVING ANY MATERIAL THAT
a. 91.5 ` .� / co 90 %' EXIST PROTECT/
FALLS INTO SEDIMENTATION BASIN:
�� - °O ' � q� .boo / t FROM D MA 2. CONTRACTOR TO RESTORE SEDIMENTATION BASIN TO PRE CONSTRUCTION
I 1,t' / LEGEND. CONDITION, INCLUDING VEGETATION,.
—�9`� \, / OD SPLYT ER STR,UC E �y� 108 NEW CONTOURS
//\ OV,,ERFLOW WEIR 4�0' G
\�` \� / oD i / SCALE 0 5 10 20 FEET
r'1 106.5 SPOT ELEVATIONS]
to . i - -� i
0 \\ ` o 0� r \ ,.\. \/ CONSTRUCTION 1,,._ 10; I
�j �\ • Rz / `, LIMITS TYP. PO`v'1' EXCEPT AS NOTED N
c � �� � TOE ROCKS FQ�. wnsR , _
2' THICK AYER OF RIPRAP \;
O
�. � � •. \ ,/ DOWNSTRI�AM OF OVERFLOW \ \� /\ \� t � 00 q ' � a /
Z CHANNEL DOWNSTREAM \ J, i O / WEIR WI IN LIMITS RIPRAP . SHOWN, \� t5`, nlY'�.. CITY of RENTON
OF SPUTTER STRUCTURE \ : / 7XJ
TO BE PER TYPICAL Y o / SCALE IMITS /t
\) / \ „�^ : 0-1 �,� zs»z 4 : DEPARTMENT' OF '. PUBLIC WORKS
`o SECTION D -D SHEET 9 i \ `\ t\ \ \,'" STREAMBED GRAVEL 6s CISiS G`�4
SroNAL E? MAPLEWOOD CREEK FISH CHANNEL PROJECT
PLACE'.APPROX (12) s'. LG !' 'J ;'\ >/ t - xP�R 12-21-99 : SPUTTER' STRUCTURE. AND
PRECAST CONCRETE CU 1 /' /, STRE MBED 16AVEL TYP. \i' \� \ APPROVED : E,. Es FISH ..LADDER GRADING 'PLANS
UNITS AS SHOWN, ANCHOR I "� /\
3 \ 1 I r i CG �J i / I / �/ \%' \ \ f � A /� AS- 5 —'h':. PPY, OwC 1'- /a _99 DESIGNED:, DEP /WMD DATE: 7/1/98 FILE NAME: SHEET08
o PER SECT E -E SHEET. 10 QD i
f J / 4 DRAWN. WMD
I I i / / l / r / i �F \ BY DATE 6-98 Engineers ` . : Bellevue, aWashinScientists
ton CHECKED: DEP
1 3W�o- Z- ?ItSf( SPUTTER - _ SCALE: AS SHOWN. FlEID. BOOK PAGE
ER STRUCTURE GRADING PLAN TEL- (425) 602 4000 __. _ oikec.aw aF Poa« ORKS
� !. PAX (425) 602-4020 NO. ntvIS10N BY h PR.'S DATE ! APFrcuvED: SHEET:. 8 OF: 22
1413, /D - 22696c' SCANNED WAR 3 0 2000
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