HomeMy WebLinkAboutTED4001934.2SEC 29, TWIN 24 N., R 5 E, W.M.
A-- Ocrpa
piaeE
O
STANDARD CURB & GUTTER
AT DRWY SECTION
I� EX. GROUND
121, CMP
L
2" ASPHAL TIC CONCRETE IN) CLASS B'
N I / //2" M/N. COMPACTED DEPTH CRUSHED
NOTE.- ,p \ / SURFACING BASE COURSE 5/8" M/NUS
SEE SHEETS C2 & C3 `Y�� 1
CITY OF RENTON No. 16-4-8 \ 2 //2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE //4" MINUS.
\
FOR CONTINUATION OF STORM NEt>a S � \
SEWER OUTFALL & p>e, I 'icy► \ �,0
ORIGINAL GR`
DETENTION & CONTROL ye - ,� y� SLOTTED ORA /N DETA /L
STRUCTURES &FACILITIES 'P,IM= 4-1•Z �—\�-- � \ 0 �Gi
At.
0
\
Qn �/ \� z
72 62
= n
SCALE• /„ = 20'
INIQ
Inspection & 6amplinp
44
\ Tee (by othaSS
.sl
0F> / / / / / / / f RIM EL C.O..
O.
-(p j l I F. _ .74.0.P, \ \
\\ \\ \ \ Oil Retainer Baffle
/ \ s
/ / �� \�/• \ \ \ \ vault No. 66058
80-00
79.16
/ —79.8 \ \ O G>
00
79.10
CZJRB RAMPS-1
` �k
P S5L 12" 0 CMP o / / ? 6A0
79.90
CB o5 - TYPE // I
OIL/WA TER SEPARA TOR
RIM = 44-9B•' SO-Z4
/E=74.28' - 12" 114. 1N \
?3.8t OUT-
34LF /2- 0 CMf
c S = 3.59%
CB•4- TYPE
RIM = ji;O.: & 7mr
IE= 7&.i&& -I2"
'15'.4+
1�
19.9
DAVID FVA`VOWWWW51CIATES, INC,
fit 1,Lf,VUE, WkSH1NC T0N A ,
72
EX SS MH
RIM EL = 5I.30 ` l
!.E,=-78.04-8-N
I.E. = 37.94 - 8- S
LE = 37.99 - 6" E
\ EX SS MH
A E - 45.00 4-88 " I
�`� (?
76.50 1'
76.000
x 78.50
\ \ X 79 50 / --i
w
N
0'
O
s -�ti
7sii
- .... �7
y /
I
RO K CH�CK DA
EVERY 2' VERT.
IN DITCH ELEVI,
it _-
,,�M1�11 I7� I-IYDROSEED/NG OR PLANTING OF 810FILTRATION
�'I SWALES SHALL BE ACCOMPLISHED PRIOR TO
STORMLINE INSTALLATION AND THE GRASS SHALL
BE FULLY ESTABLISHED PRIOR. TO RELEASING STORM
DRAINAGE INTO SWALES.
BI0-FILTRATION DITCH. DETAIL
It
S7.gt 5
it
5'-Txg9 W
VAR/ABLE
6
,).
PA Y L IMI TS
EXCA VA T ION ONL Y
,ROCKERY DETAIL
N. T. S.
1012 P D—ond Plate
Inspection Covers
222-P Diamond Plate
C—
f low Diffuser
Bafi le
" MI111. THICKNESS OF
"ECIFIED BACKFILL
ERFERA TED DRA /N PIPE
CB * 2 T YPE l l 54 " 0
SCALE : l" = 2'
RIM EL = 68.00'
Frame, Grate & Round Solid Cove .
Removable Watertight Marked "DRAIN" with Locking olts r-melAeot i OVev4Ww
Coupling or Fllav%gz See Note 3 & KCRS Dwgs 49 & 5 'SlpitltvgK W•`'' .
I, Elev. er Plans _„_ Vertical Bar Grate
Zx
in. Clii
I. �t►r� for Pond Overflow
_ � It Ertl _ OVEv lFLow'
EL. = 62.20_•4 Gont�moNS
ORIFICE 2" AIR RELIEF
Max. Desiqn W.S.
- 32/" �6- min.) Q EL
I— e --�I - St Iv. Handholds
Plate Welded to Elbow t Pipe Supports / I Steps or
With Orifice as Specified See Note b 1 .` . See KC Dwg. 39
Elbow -Restrictor
�'"- - -Elbow Restrictor
NO SCALE 1.5 Dia C— Deta•(I
' r 1- $ hole eacend
f- inl,, & ou lat
BAFFLED
OIL/WATER
�.. SEPARATOR DETAIL
� MAX. CAPACITY 450 GAL.
FLOW AT 15 MIN. RETENTION. 30 gp•m.
Min.
f
I
2 nEtH.
36" CMP
I Outlet Pipe
inlet
12, P I See Notes 1
5
P pe(s), IE jr57.95
I
57.95
-lE • 57.45
lE =
Invert & Elev.
c
t .�
Shear Gate w
Per Plans """"
•
='
Control Rod For
Cleanout/Drain
Restrictor Plate
-',�
( Rod Bent as Req•d
W/ Orifice Dia.
—_c
for Vertical Alignment
as Specified
e"- :E
w/ Cover)
I`""' - �'r` I 43.gs- jr-licitNeededIf or
RIM =-6*-00 for Oil Pollution DIA. See KCRS Dwg. 53
lE = 6F-3O - /2"
\ Cuntrol Only)
I5+59 9. ti E L- no K of-- Pt pe
AZ-HEo ey 4qall,sW4rEp
62 5Ar4l)Ta AuOvj KEMovhLSection A —A
\ j NO SCALE
\�1 CB*2 - TYPEII 54" 0
s / a
I6+00 NOEL
USE MIhI• 14,e DIA' CATCH S• IF METAL OUTLET PIPE CONNECTS
1 BASIN TYPE 2 TO CEMENT CONCRETE PIPE:
� 2• OUTLET CAPACITY: DEVELOPED OUTLET PIPE TO HAVE SMOOTH
0.0. EQUAL TO CONCRETE PIPE
30LF /2 Is SL07YED-ORA�h4C DESIGN FLOW
@ S = /.00% Lv D. LESS 4".
\ 1• METAL PARTS: CORROSION 6, PROVIDE AT LEAST ONE ]' X .090
\ RESISTANT. GALVANIZED PIPE GAGE SUPPORT ORACKET
\ PARTS TO HAVE ASPHALT ANCHORED CONCRETE WALL
TREATMENT I.
\ //FX�
(MAx ]'-0' VERTICAL SPACING).
4. FRAME i LADDER OR STEPS 7, LOCATE ELBOW RESTRICTOR(S) AS23LF /2 RCMP ; CB OFFSET SO: NECESSARY Tp PROVIDE MIN.
\ \ A- CLEANOUT GATE IS VISIBLE CLEARANCE AS SHOWN.
0 S = I. 4% FROM TOP. • LOCATE ADDITIONAL LADDER RUNGS
B. CUMB-DOWN SPACE IS CLEAR
/ BAFFLED \ \ EX 24P CONC. 12 OF RISER AND CLEANOUT TANKIN STRUCTURES USED AS ACCESS TO
/ � \ 5-4,s WHEN C TC"ISVAULTS TO ALLOW WAT ACCESS
.OIL/WATER /� \ y�..�/FF\�s � GATE. - WHEN CATCH IS FILLED YMTH WATER.
F�- F C. FRAME IS CLEAR OF CURB.
SEPAR4TOR r , � k /
W/� R I SER EXT. T 'b4 t,c \
m
T RECOMENDED FOR APPROVAL BY.
cM•
- - -
s = �„ � ti To CITY aG NON
► ---.f-cc-�L
GXI911ti (2 ,ED � ! I /fn/ 11J�/ �. .57VRM.' WATER UTILITY PLAN REVIEW
2411 A p l/L 11 8•
CON N iCf I g A -51, i N • 8e8 `� C��E`L�CED F FORMANCE TO T Y TANDARDS BY.•
EO -rb MH. "Ie -0,".-,,( RAM �if� 9 F ri'
/6LF I2" 0 CMP
0.\J 1s__r_!/__---E6-_--__
_oa ILIY MANAGER
I NTA I NANCE SE ES MANAGER
TR�WS7F56Rf4-f fi(5Xj l"Sfif IW§ M4N.4GER
JE=65,50' ,�� CITY OF RENTON
W/R/P RAP /E=�54�D'J� �'r
2"-4" SPALLSL W/R/PRAP �' F)EPARTMENT OF PUB!_�C \�/ARKS
-
TRASH RACK 2" 4" QUARRY SPALLS
f #
K.L.U.A. BLDG.
'STORM, S.S. & GRADING PLAN
4 M-Bulof DIG 16,19,91 ._ 61►'1
3 9EU136b, AGl�Zo TdVrE1----I/4POnJ�f2O, DESIGNEE DT DATEiii4JUNE 6, /990 FILE NAME:640-00/-90/
2 • 1bJEsIZJ--` R�Z C17Y CF a5NTI'bnll M2& D_ O trT• l —7—�J DRAWN: MT
--. q�� SCALE: /- . 2o, FIELD BOOK:
/ pevlfeo�o l incoijo. Cho��d Cj C d�T MT �/2;3-% CHECKFr MT
NJ• REVISION aPPROVE0: SHEE-1. 3 Jr 4 .
'`OR OF PUBLIC MARKS
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