HomeMy WebLinkAbout1495.2SCALE: I = 20
CONTOUR INTERVAL - 2'
EXIST• STORM M.Y.
S TA. /2 + /9.38, L T. /6 '
NEW roP ELEV=394.9
EX/ST. 6">6
NEW /2'0(
\ NEW 8" 0 /. E.0,v,) 392. 93
/ PROVIDE 8" P( STUB
/ /.E =393. /4
N. O' /0 ' 34" W.
q,�� c, C.tYPE ?L \ INLET, TYPE
�t STA. /24-/9.38 2/.2'
STA. / +/918 LT
TOP ELEY. = 6• / �� / �. - 39.E o S \_
_ INLET, TYPE - ?�' rsy y9 pr /� /2"sd i. . <our)=3 e/
/ STA. / f 38� /. E. Civ) = 394. 08
.1/.Z' a3 ?ir? i/' ... 200 f.. F. , /. " � s 5' = 0. 5 % ?� C.l�/S T.- 6 "�, @ 9= 0. 45 00
@S--6.20% 6L.F., 8"t�, CaS=-13.83%E-- #(
— — —.3 9 6 i C A� Bf✓i
l ED/C.� T/OK FOR SIDEWALK—
____--.
_
--- - - - - ----- - -.3921
-- — _ - -
334
W
G
b11
Jrlyl�1Zh`)
o 1
Q7 I + / i O 3e5 + _N� .�E7 ENT/ON P/PE ^ -L s= 0.72 % -- - - — _ — _ ---- -- ------ --- -3 80
_� B 1 F. 30 ' — i
011 co
oo
77374-
F fo"� Ski IE 370. PERF. 5 = o. �I y,' �. r L e. = 970.65
/.E.=372.I / �� 6"� 9 /'ERFORAT -D F?A!N P/PE, S = O. Cal /e
• _ CLEAN4UT
j CLEAj I 6Ar_ 372
• — - - -
Lij
FLOdR �LEV. '
rcooR cLE'V:=1972.0
DF-D/CAT/ON FOR SIDEWALK
v1 0 P �1-4s-
N 8 0}39l18���
IIBUI`t �3 �9' 1
W—�4••w-----�4��,�asEr I 5'��GE'tr.o.00
— 207 L.F. IZ"O STORM DRAIN S= 0.67 % /� o VIL7G8'¢+/3"6
I I a I<o4 L.F. I2 O STORM DRAIN 5= O. 58 /o A5 8
otoo \• — — ofsv �3 A 2rtoo afro
It
1
L Y N N W 0 0 D AVENUE NE.
Oct
EXIST• S.D. M•H., STA. 0+00� I
STA. 2+44.2, /2TH AVE., RENTON �
/.2" HIGHLAND PARK
/. E. = ,9&3.l6 IN , 3&3. 0 OUT
T. 6. = y cog. 5
I
L 0CA-IN6 OFFSET FRAME ¢" COVER
OLYMPIC FOCINORY � 6435
--- 376.26
CfyA/N -- 200 tt CAR
SL ACK WHEN GATE /S DOWN.
WELD CHAIN TO i;,?,4TE FRAME.
37/ 48
RESTR/CTOR -LATE,-
WITH /-716INCH DIA.
OPEN/NCB CUT IN PLATE.
TG. = 377.68
! / OFFSET /-/,0 SO POL UT/ON DEVICE /S
/ VISIBLE AT EDGE OFOPEN/A/!i e OVER LADDER
WATER Tl6/-lT CLEAN OUT GATE,
WIT7y MAN. 8 GAUGE SL/DE.
30" AC, CONCv., CMP
0. / /✓
,3Z148
STD. GALV. CB LADDER S%EPS.
NOTE:
ALL METAL PARTS AND
S URFACES MU S T BE MADE
OF CORROSION RESISTANT
MATERIAL OR GALVANIZED -
OIL SEPARATOR DETAIL (Typical)
NOT TO SCALE
m
A A .!
O
Pl. AN
97-ANDARD METAL FRAME $ GRATE
(CA5 i/NG MAY BE SET FL ,4 Nf,E GOWN I
ON ADJUST/N4 BLOCKS /N L/iu of
PEAG C`�/1
RCSTIN/N OLLAR)
V \ 'R OUTLET P/PE
CEMENT
CONC• T
CLASSY
SECTION 8-8
CATCH BASIN
RETENTION DE T AL ,s
Nor To SCIA L E 0?
NOTE: All work and materiels shall be in
NOTE: Lonfo rmance with the standards
CURB L./NE SHALL BE SL-OPC-D and specifications of the City of
To CATCH BASINS.
Renton Public Works Department.
it PP?O 1/t D B J� /•�. ✓✓. O .
0/7-i' OF TdENTOn/
R E V I S I O N S
Fi
DATE
A0Oao /- 0. B. 270EP
REV/SED STORM SEWER
2 SLOPES. //MAY'.
306 l
APPROVED
pie zi 7
q�r
Io�1ltl �►
W JOB NO. 1-316 001 r 31
HIGHLAND PARK CONDOMINIUMS JOB No "
- VLJIL]IYLI1 MWA1.0
STORM DRAIN & RETENTION DRAWN JHD
COMP.
CHECKED RIDS
RENTON WASHINGTON DATE JULY 1978
CONSULTING ENGINEERS / PLA NNLk j SHEET NO C _4
SPARKS, NEVADA SEATTLE, WASHINGTON - LAS VEGAS, NEVADA