HomeMy WebLinkAboutD-2264094.0' V 2.0' 2.0' 4.0' REQ'D
4.0' FOR ROCK WALL -
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PLACEMFNT TYP
EXISTING GROUND MINIMIZE DISTURBED SEE PLAN FOR TOP
AREA, RESTORE PER PLAN OF BANK TREATMENT, SEE PROFILE SHEET FOR
HYDROSEED, SOD OR TOE ROCK
UNDISTURBED GROUND AS REQ'D TO MATCH 2.0' 20' AS REO'D TO MATCH CUT OR FILL DEPTH PLACE 3 MAN ROCK
GRAVEL TYP EXISTING GROUND : s EXISTING GROUND EDGE OF
ROUND INTERSECTION SET BOTTOM ON
SEE PLAN FOR TOP BETWEEN SLOPES ROCK AT
EXISTING GRADE
OF BANK TREATMENT, TOE OF
- - - - -- HYDROSEED, SOD OR -- - - -- -- -- - -- - ----------------------- ------ - 5 SLOPE
- - - -- --- - - - - -- _ GRAVEL TYP ..L .1IF I.E.
-
- - - - -- --------- - - - - -- - 1 1-11- 1
�v - - - -- - - -- -- - -- -- - -- - - --- VARIES, - -- - - -- - - -- - - -- 2 -- - -- -- --------------- .
ROCK WALL �\ / VIII o 00 1 1 °o.p_ / ,` 2 - SEE �l -
3 -MAN ROCKS TYP. it -III =1 I.E. ( o �I' j /fi li
VARY DIAMETER OF 00 6 VARIES, g I Oo .✓ -�1 PROFILE ryry 1j UNDISTURBED GROUND, FILL SECTION -
°o ° o° I COMPACTED GRANULAR �€ k CIE-
ROCK TO MATCH SEE o J6. �I� UNDISTURBED GROUND, CUT SECTION
EXISTING GROUND GROUND po PROFILE °00 BACKFILL ,I
.0 2 ' 2 COMPACTED GRANULAR
ASCPOSSB ES TYP.
BACKFILL ,
3 _ I 2 TYP EXCAVATE AS STEEPLY
/ - - i - ROCKERY BACKFILL, TYP. LIMIT OF EXCAVATION
� Oo 00 / AS POSSIBLE, ABOVE
1 \� � ° r rtir \ \ �° ICON SRVC770N GeOTEx77La ..�r� '� h I GRAVEL BREAK POINT, TYP.
4 °
I
22' 22' 48' j
6" (REF 1.0' MIN STREAMBED GRAVEL, I I
LIMIT OF EXCAVATION 12" MIN. DEPTH � CHANNEL, !e CHANNEL
CHANNEL, 3.0 - SYMMETRICAL
SYMMETRICAL PAY LIMITS TYPICAL TOE ROCK DETAIL
STREAMBED GRAVEL,
12" MIN. DEPTH TYPICAL SECTION D - D SECTION G - G
TYPICAL SECTION A A FC STA 9 +46.00 TO FC STA 14+00.23 SEE PLANS FOR LOCATIONS
FC STA 0 +09.35 TO FC STA 1 +96:65 ROUND INTERSECTION SEE PLAN FOR TOP OF BANK TREATMENT,
BETWEEN CUT SLOPE HYDROSEED, SOD OR GRAVEL TYP
FC STA 7 +80.00 TO FC STA 9 +34:00 ROUND INTERSECTION
AT TOP OF CUT SLOPE MATCH EXISTING GROUND
SEE PLAN FOR TOP GRANULAR BACKFILL FOR SLOPES 2H :1V
OF BANK,TREATMENT, SEE PLAN FOR TOP
AS REQ'D TO 3.0' 2.0' 2.0� 2.0' 2.0'' 3.0' AS REQ'D TO HYDROSEED, SOD OR VARIES AS REQ'D k OF BANK TREATMENT, 2' THICK RIPRAP FOR SLOPES LESS THAN 2H:1V
EXISTING GROUND #* : ,. HYDROSEED, SOD OR
EXISTING GROUND GRAVEL TYP SEE PLAN TO MATCH
EXISTING GROUND ' EXISTING GROUND GRAVEL TYP SEE PLAN SEE PLAN
------------------ -------------------------------- ----- - -- - -- - - --- -- - - - - -- ---- - - - - --
III 2 I.E. 2 ICI UNDISTURBED GROUND I I 1� -- I € ` VARIES -
` VARIES, �II� EXCAVATE AS STEEPLY I� o <
r III- I 1� ' �/- r LE I UNDISTURBED GROUND a lI /�� �•``
L SEE �� AS POSSIBLE, ABOVE VARIES, l ¢ z
T 2 PROFLE -k�. N z 1 20 �1 \ GRAVEL BREAK POINT, TYP. SEE Y in i COMPACTED GRANULAR BACKFILL d < a
I2 PROFS c� cf 0D 1
2 COMPACTED GRANULAR 1 EXCAVATE AS STEEPLY
STREAMBED GRAVEL, BACKFILL LIMIT OF EXCAVATION o o. AS SAFELY POSSIBLE, TYP v 1
12" MIN. DEPTH - - 0 O 0 a
�� o° o .� I CONSTRUCTION GEOTEXTILE
LIMIT OF EXCAVATION 0 \ o ROCKERY BACKFILL O. 6
1' THICK °
3 MAN ROCKSyz �r ?r °0 1
ROCKERY BACKFILL
SEE TYPICAL SECTION A -A ����
STREAMBED GRAVEL, CHANNEL CHANNEL // ! 1' THICK
2.5' 2.5' 5.5' 12" MIN. DEPTH SYMMETRICAL 3 MAN ROCKS
*s
CHANNEL,
CyJNSTRUCTiOH GFPTExTI[E SEE TYPICAL SECTION A -A
SYMMETRICAL *a BENCH WIDTH VARIES TO SECTION H - H
0' AT TRANSITIONS, SEE PLAN
TYPICAL SECTION B - B TYPICAL SECTION. E - E TYPICAL TRANSITION SECTION
FC STA 2 +08.65 TO FC STA 3 +.00 MC STA 6+68 TO MC STA 7 +02 -
FC STA 5 +60.00 TO FC STA 7 +6868.00 ' &W21264019 APPLICABLE TO VIC STATIONS
ROUND INTERSECTION.
BETWEEN CUT SLOPE
SEE PLAN FOR TOP MC
OF BANK FOR OP SEE PLAN FOR I SEE PLAN FOR DIMENSION
.
AS REQ'D TO 3.0' 2.0' 2.0''. 2.0' 2:0' 3.0'. BOTTOM DIMENSION TO TOE OF SLOPE
AS REQ'D TO HYDROSEED, SOD OR � 5' MAX PAY LIMITS RESTORE 3" ASPHALT
EXISTING GROUND EXISTING GROUND GRAVEL TYP I ROUND' INTERSECTION 2' TO SAWCUT EDGE
BETWEEN. CUT SLOPE
EXISTING GROUND UNDISTURBED GROUND : EXISTING ASP
--- --- - -- - - - - -- - -- ------ -- - - - -- - --
- - - - -- -- ' D0 NOT DISTURB EXISTING
----- - - - - --
IIIII IIIF= II GROUND OF EFT BANK ,________- _- -
2 I.E. 2. -
=111�1 II-
=III 11 � 1 VARIES, 1 � III � I ` EXCAVATE AS STEEPLY MATCH EXISTING � � r UNDISTURBED GROUND
20 TYP. PROFILE ` AS POSSIBLE, ABOVE CHANNEL INVERT
1 Z. \\�/ ' GRAVEL BREAK POINT, TYP. VARIES I 11 =11
2 COMPACTED GRANULAR
COMPACTED GRANULAR 1 # BACKFILL
- - - -- �1 BACKFILL 10
I _ - EXCAVATE AS STEEPLY
- - - - _ 2 TYP. AS POSSIBLE, ABOVE
LIMIT OF EXCAVATION
`r /� .��;��r���. ijr \r; /,�% 1 _ -' 1 GRAVEL BREAK POINT, TYP.
STREAMBED GRAVEL
12" MIN. DEPTH 2 MIN
� LIMIT OF EXCAVATION
APPROVED
1' -0" IMPERVIOUS LAYER, I STREAMBED GRAVEL, \ \ \ A
SLOPE VARIES AT TRANSITIONS
SEE SPECIAL PROVISIONS 12" MIN. DEPTH APPROX EXIST SEE DETAILS 3 AND 4, SHEET 6
FOR SPECIFICATIONS 2.5' 2.5' - 5.5' CHANNEL BY DATE -6 -98
CHANNEL �• Pos?'.L
SYMMETRICAL ���'w of yt�
VARIES TO CULVERT WIDTH AT TYPICAL SECTION F - F �_ W Ash�ry `
TYPICAL TRANSITIONS, SEE PLAN
OF
I 1 PICAL SECTION C - is (LOOKING DOWNSTREAM) a CITY O RENTON
/
MC STA. 7 +50 TO MC STA 9 +50 25792
FC STA 3 +90.00, TO FC STA 5 +60.00 �. Pl ✓v i Law P -. Noz4'vc $o:l Aldecd DEPARTMENT : OF .PUBLIC WORKS
ion CISTERF'O
�SSIOUAL E��1 MAPLEWOOD CREEK FISH CHANNEL' PROJECT
APP" 4o' o-7 Cenfer. TYPICAL CHANNEL SECTIONS
SCALE 0 3 6 '. FEET, t= .xaiRES � 12-21-99- '.
3/8" = V -0" !�L� �5 ,• • A qoy yy DESIGNED: CMG / DEP DATE: 7/1/98 FILE NAME: SHEET09
EXCEPT AS NOTED Engineers and Scientists DRAWN: DEP / DWH
CHECKED: DPT SCALE: AS SHOWN FIELD sooK: PgcE:
Swp - .2 7-226k
Be[ levue, Washington
TEL (425) 602 -4000
FAX .(425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 9 .1: 12
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SCANNED MAR 3 0 2000
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