HomeMy WebLinkAboutTED4001777.330'
2" ASPHA L T PA VEME/V T
4" CRUSHED 867CK
STA. 20�00 TO STA. 27 �-Co5t)
TYPICAL SECT/ON
OAKSDALE AVE S. W
` 5, W, 3RD PL,
NOT TO SCALE
30'
0.5'
0.5'
4" CONC. SIDEWA LK —�
CO/VC. CURB e GUTTER
24'
NO TES : ALL WORfr Sf/,4L L. 0,5 IN CaNV r0RM14 NCE
W/ TH THE MOS T CU1'F/~?,5AI T AP WA STA NOARD
SPEC/FICA TONS AND C/TY O/- RENTON STAND,4FiDS.
4" CONC. S/DEWA L, K
STA, 20f00 TO STA, 27f 65 f
CONCRETE CURB AND GUTTER
PROF/LE
JRAOE
2
T Y)P/CA L SEC T/ON
PO WEL L AVE S. W
NOT TO SC,4L E
2
2" ASPHALT PAVEMENT
4" CRUSHED ROCK
20' (2
2%
-2" AS PHA L T PA VEMEA/T
4" CRUSHED ROC!(
T YP/CAL SECT/ON
PR/ I/ATE ROAD LOTS 9 �/O f/)
hDate8
3 DETENTION SYSTEM AS- 84l/L i
kvA4 :CONTROL STRUCTURE
No I Description
REVISION
AND LOTS // /2
LOT 8 (2)
NOT TO ,SCALE
R/yL
Designed 0^% Approved
t
BR Drawn BF Scale NONE Date APRIL /985
By
Checked DV W lProjectNo.S820/02
SAW CUT
EX. 20 ' ASPHAL T
CONCRETE PA VEMENT
/. 0 ' S
—71
2
2" ASFI-IALT ° (o" 2"AC P4v6wlcnir
PA VEME/V T - 2"CRUSHED RCCK
4 "CRUSHED ,Q(x/< — 7N/CKE/t/ED EOGE
A S PHA L T 601LAf RE T E
. M/1/=�'G/A/ S. /34 *''ST- TO ,STA. /8 t00)
TYPICAL SECTION
OAk7* DA L E A VE- s. W.
NO 7- TO SCA LE
P OOL
ENGINEERING, INC.
Consulting 1�ngineers & Surue,tlors
SO L /O LID MARKED
DRAIN "A5-BUILT
RIM = 174.53
SEE AS -BU/Lr
DETAIL TH/5
SHEE T
I. E. /65. 46
48"
2950 NorthuE-) Way
Belleuue, Washington 98004
(206) 822-6464
1225 Tonga -,is Auenue
Ketchikan, Alaska 99901
(907) 225-6626
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209# C1+AIN F—_
S= 0.5
DE TEN T/ON PIPE
/80 L F - 48 110 C/YIP
48" cm?
24/'0CMP
FLOODGATE
CASCADE
OR EQUAL
/64.44 (/2 24J/
DETEN T/ON SYSTEM DETA/L
NO T 70 5CAL E
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12 "CMP
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RIA4 /74.53
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S=0.0244
#2I 4-6;0 Of- 16 SACK = 0-t--00 AJIEAD
6RATE /73. -7Z
I.E.I2"CMP =/6762 S.
I
AS —BUILT 570R/l4 DETAIL
o-r TO SCALE• /1
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h
(o ELSOW5 WITH
PLATF5 4"0 DRIFA
r—LOCd(/N6 LID
SOLID LID MARKED ,09A/N
LOCATED /N 51PEWALK
LID EL.-fi H-t I72.36
—0.5'M/N. CLE,4 ,ANCF (A5-.BUILT 0.20 CLEARAN�E�
OVERFLOW `
EL. /69. 16
(SEE DETA/L)
0
N
54 "
L /2 " 0 P VC OUTLET PIPE
E
RESTR/CTOR DEVICE
RECOMMENDED
FOR APPROVAL
`/1-2 �16s APPROVED BY
DA7
9- 9 /69. /6
OVERFLOW
EL166.
.B-1�5.8�
/. E. I64.44
/2 "0 OUTL E T
EL . /62.44
PL ATE W/ TH
350117 ORIFICE
(OR If ICE UNDER WA TER
AT TIME OF A5- BUILT j
MUL .T/RL F Off/FICE
RESTR/CTOR DEV/CE'
MOT TO SCALE
7?p7-
CITYOFR5NTON PUBLIC WORKS D/F�ECTOR DATE
SOUTH KNOLL
GENERAL NOTES AND DETAILS
1940490a ,9.4.,
4
7
CANNED MAR 6 6 2003
7C-00 - 00 - ,777