HomeMy WebLinkAboutD-22640Eo NOTE: SEE GRADING PLAN SHEET 8 FOR
oI PLACEMENT OF PRECAST CONCRETE
+ / CURBS EACH SIDE OF SPUTTER STRUCTURE
a
SAFETY rn 12' -6 5/8° 1' -4° T.O. WALL
CHAIN. RAILING, GRATING PLANKS �•
..c 1i
EMBEDDED 10' -0° 18" & SUPPORTS; SEE SHEET 18 EL. 92.0
� 8" j \lb
RUNGS �I EL. 92.0 S SS GUIDES ® EAST • g�
HANDRAIL I 6� WEIR. ONLY; SEE
POST T.O. WALL B ' �n SHEET 18 FOR DETAIL #4 M
EL 91.5 F/
SOW (CONCRETE WALLS �
N ! OVERFLOW WEIR ` WESTOWEIRUIDES
T.O. CREST �` �, E - )
Qj ;•1 - - -- -- -- - -- EL. 88.0 a,- "P. �� F ^/� T.O. WEIR •
u i i i i i SEE SLOT R
EL. 85.2 (EAST)
85 DETAIL 0 \ a EL. 84.4 (WEST) •
m l EL. 84.4 \ 4' ^� •
�I �� ii i i ° ° KEYED T.O. FOOTING �'
NI N A II I I I I I A -� CJ EL. 83.5 C N 3.p620 E
5 1' -4"
n 0 APPROX LOCATION OF 15 "0
Ll
40 '
M - D.I. PIPE (VERIFY) SLOT DETAIL
EL. 83.5 B
N T.O. SLAB 1 SLOT REQ'D W/ GUIDES AS SHOWN (EAST WEIR)
GUARD OPEN /� 1 SLOT REQ'D W/O GUIDES AS NOTED (WEST WEIR)
AREAS ON SIDE 0 1'
OF GRATING N 175,615.30 ` �a
HANDRAIL
PLANKS' W/ E 1,311,380.07 �1 li i
4,0 VVVVIII 1" = 1' -0»
EL. 91.5
DD 4' 0' 40' -0' 4'-0"
Do `4 EL. 91.5 - r2 =o" E.L. 92.0
I
I
CREST EL 88.0 �•
8 11'-2 518" 8 0•
- - - - -- --
-----------
-------- - - - - --
1'-4" EL 85:5 `� 2
Al J 1�
1' -4" 'Il�lll�ll�I� EL. 83.5
SPLITTER STRUCTURE PLAN „ - - _
EL. 82.5+
!. S r✓ey Eror he salted ';7 bu•!dW
Sp /,•yer 3' lower }�jen c%syged'• CL: 805 LOCATE & AVOID 15 " D.I. J
DOWNSTREAM ELEVATION OVERF OW WEIR
SS PIPE UNDER FTG
t L; "e 4 "IaVC P.pe 1�1 n9ers 2912 Spoo; »y �! Sl_ < ° ✓eC eHsrde):rE 895
2 "f-VC Carrverp; per Ei c}rr no/ L:'+ °s C /am f. o• Qolt t She /groten 042640E
_
P/.90.*- E;/ ma n/en shrink Arou/
r RAILING, GRATING
PLANKS RAILING, G A G PLANKS #4 TYP -- ,
Al I & SUPPORTS; SEE SHEET 18 & SUPPO S; E SHEET 18
I I S
EL 91.5 ' - - - - -- I � EL 97.5.,
NOTE
M l I M 157111-
-�- - - -- I I1- 1.�� -� I- I�I -1�� 11 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS
tJ_____ v roileHUnyer .III ° ° 8.e 1 I I STD HOOK NOTES AND ABBREVIATIONS, SEE SHEET 13.
GRANULAR TYP
I °oo°° °=0 1111 'BACKFILL 2" CL TYP 2. FOR SPLITTER. STRUCTURE GRADING PLAN, SEE SHEET 8.
® 12 :.EW, o I 3. FOR SPUTTER STRUCTURE. MISC. METALS, SEE SHEET 18.
EA WALL �° GRAVEL /a:'; GRAVEL EL 88.0 SECT C -C
89's BACKFILGRAVEL EL 91.5 SECT D -D -' 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL
LJ - - -� CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS.
#4 TYP EA WALL �I ® 12 EL 92.0 SECT E -E.
EXTEND ALL. VERTICAL WATERSTOPS 6° INTO SLAB AND TO RIPRAP v -- - -v 'EMBEDDED RUNGS '_ 6° BELOW TOP OF WALL. .SPLICE ALL WATERSTOP JOINTS
�1 f1 B 1' -.0 C/C EQ tEQ ' TYP
• BEYOND EL VARIES "86.5: ®C C PER MANUFACTURER'S RECOMMENDATIONS.
REINF W/ #4 ® 12 ag°ro$��°ti CIS-
_ EW ®EAST & y�� °g1`ye e$ o �El_ VARIES 85:5: ® C -C
I, EL. 85.2 EL. 85.2 WEST END WALLS
WATERSTOP ` �1 CORNER DETAIL
.owe - -- #4 ®12 oa;, #4 ®18 III GRANULAR 0 2'
EL. 84.4 - J� - #4 EW TYP EW. EF EW, EF = 0 4 8
L WALLS _
:0
EL 80.s BACKFILL 1/4" = 1'-0,.
' I '
III EL 83§ EL. 83.5 SECTS C -C & D -D 1/2" 1' -0"
=III I1I' o o EL VARIES SECT E -E
APPROVED
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061, Sgfllr A
bYJU DATE 8-11 -98
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COMPACTED '� // // // // / / \ / /.\ / /� // / /`/ \ q
r •� 0 STRUCTUAL \ ^ \ \� \ \•`� \" \ o COMPACTED OMIT KEY AT 7' -4 ". g" PLACE AGAINST " (CITY OF RENTON
p 1 1 ..STRUCTUAL SECT E -E UNDISTURBED SOIL
PLACE AGAINST FILL - FILL +sscl 4' DEPARTMENT OF PUBLIC WORKS
00 UNDISTURBED SOIL Pow R�'ctsz>;R�'9 $4w
N SfrP�imbed C- rove /, C - C, D - De E - E nrs /oxAL E��1 MAPLEWOOD CREEK FISH CHANNEL PROJECT
1' -D" TYP _ 0 2' SPUTTER STRUCTURE'
0 0 A- A 2, 0 B B 2' I i I I 11P 1E 3-30 99 PLAN AND SECTIONS'
Z 'DESIGNED:: DPT DATE: 7/1/98 FILE NAME: SHEET14
°) 1/2" = 1' -D" 1/2" 1' -0" � J Rs -13ok C>/'y .OWO N - >a 9F DRAWN WMD -
Engineers and Scientists SCALE: AS SHOWN' PIEEO e00K: PAGE:
CO Sw�o -Z %- 22�i¢c TEL-1e(42Is, Wc.hir gt0 1 REVISE DOWNSTREAM SLOT DETA11_ CMG DEP 8/12/98 CHECKED: DPT
' FAX, (425)' 602 4020 N0. REVISION BY : APPR. DATE APPROVED: SHEET: 14 OF: 22
/D - SCANNED MAR 3 0 2000
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