HomeMy WebLinkAboutTED4001806.1SEC / 90 T WN 23 N, ,R 5 E, W.,M.
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EX. STR. 03----
R/M = 25.27
IE = 17.47-27"
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78.30'
5Z'24' 33
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EXISTING BUILDING
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4EM0 E E��XE. CB
/ I PLU B gQAWCITNPE I
EX. LET B PIPE
/ RECNEW
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I STA 3+97.33 I.E 1- 21.10 F
I 60" CB ++ l - TYPE Il
W/ SOLID LID
CONSTRUCT OVER
EX. 27" STORM DROP SS MH
RIM a. - 23.73'
/ I.E = 16.23' EX. 27" RIM = 22.89'
/ I.E. = 12" / . . = 18.74' 8"
I.E. = 15.29' A H
ExI5T r� S. SEwF� nPI-
- SS 55.
�a4LF
� I I I ! l l
SUM�� l
u"y!RIM
L. = 24.8
I.E.
20. 3'
— — — — — —
20' STORM — SS IE = 19.30' R" VC
ST lE = 16.33'- 27 _,Co.1
�'
411 40
BENCHMARK f.LEV. = 25.70
TOP OF L BASE Pc 4TE 4T CE"'TER.
JN NORTH -- TE OF STREET L IGHT POLE
JN NORTHWE T CORII£R OF RAINIER AVE.
aND GRAD;1*41Y.
I I
I
NG
I
s
IMCEL
0.
-
20.B
24.2
V
'
-7
833.22
558.29'
3f9
�S-G RADY WAY
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WA5rE
EX. CB l
EA
FIF
NT
tix1'5 1 IN(-'% `.� i KGtT -
Cirl -PoL_E-
TYP.
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N 770 Z0'45 AE:
ER vrii- Iry
REcow�o
FORoE
A V L
s 0' 0!2�3�" w
SCALE: l " = 40"
22
89 130'z4„ (S�TTL{ z L4�4E
h /
_ IfREMOVE EX 8°' SE W I-! FROM EX. MI I
TO CLEAN OUT AND EDIRECT
EX. SIDE SEWERS ATREOUIRED. I
/ I
I� EXIST. BLDG.
S74 36.75.8 7'
O ?Oo All
w
Sr�RM 11,4rER Ur/L iry
I I
EXCAVATE & REMOVE 215LF j
ISTi
G 2 " CO
STORM PIPE BACKFILL EXISTINGTH
CLASS 'B" PIT RUN GRAVEL IN G" LIFTS AND'CO
TO 95 X RELATIVE COMPACTION
A = 23,31'
17.21'
L-11414-
N 76' 50' 24" E
__ __ O
s I
NO TES
CONTRACTOR ShAI_L ✓Ef /FY ELEVATION OF EXISTING
"WATER LINE PRIOR 7TD CONSTRUCTION OF EITHER ThE
SAN/ TAR Y SEWER OR S TORN SEWER L INES
CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY VERTICAL
CONFLICT PRIOR TO PROCEEDING WITH CONSTRUCTION
OF THE NEW SEWL R OR STORM L INL
ALL ROOF DRAINS MUST BE TIGHT -LINED
WITH MIN. 6" DRAINPIPE TO THE
STORM SYSTEM.
r_2
5.00 NE
' E.P. �STA 7-�29.3360"CB•4-TYPE23.07' G CONSTRUCT OVER
inIE WHEEL.3 7 N W/ SOLID L IDC. STORM D RIM EL. = 24.65'siP MATCH EX. PAVEMENT /L
3 I.E. 17.25' �� I � ICOMME
LIGHT xt�
-
SIV
io" D.i. w ra�Z
NEW SIGN /��K(NW ROLLED URB ,
' ode
20 SE RACK L4-
i�— — — — 34 ��• SL#40 +3
r CB TYPE/
At RIM EL 24.00
I.E.= 22 ' 97
- - a �(
LIGHT a<IGH o �ICkf IGHT
STD. STD. '` STD. 0
*M�w
GN EDRIVE AY
l
CITY OF R E N TO N
3,5 34`� DEPARTMENT OF PU BLIC WORKS
— -- t _ _
RELOCATE EXIST/NG f 1• IS;NP� \ `
STORM DRAIN & GRATE SOUND M/ TSUB1 cL*
ASREOUR/ED �''' BUILDING EXPANSIUN
'��•* U T I L I T Y PL,4N
AS - BUILT PLANS WERE PREPARED BY TOUMA / PER CITY OF RENTON RED MARKS DT I 6120190 DESIGNED G.S. DATE )2 - 20 - 89 FILE NO.526•-094"891
ENGINEERS FROM FIELD SURVEY AND INFORMATION DRAWN D.O.
PROVIDED BY CONTRACTOR. J / y CHECKED G.S. SCALE L' = 40' nnD BOO�rAGIE25
NO. REVISION BY I APPR. I DATE APPROVED SHEET OF-
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SCAnINE O MAR 28 20j3 18ft-3s,-O