HomeMy WebLinkAboutS-232303NOTES: Z r
o STANDPIPEo CO o °o
o m
C ��o MH 24 -3 STANDPIPE _ST DPIw 1. FOP. SURVEY CONTROL 0 8 0
G ° OVE FLOW 6' w
-OVERFLOW INFORMATION, REFER TO , g v
° w 4 ' T MH STANDPIPE(3 STA DPIPL ° J� w STANDPIPE DRAWING G5. p
RIM EL =17.35 CO m z
/G IE IN((S,OTEE 80 n N
IE IN(W) TEE.80 O 2. FOR GENERAL DRAWING
(( NOTES AND SYMBOLS,
IE IN S, ®DROP)= -0.80 REFER TO DRAWING G4 ° o j
IE OUT(E)= -0.90 LU AND G5. m m
N 72014.2 \ CON T R X c 8 n G�
E 53840.0 (TvP -) Q 3. FOR SANITARY SEWER
\ � NOTES, REFER TO z < m cn
O INLET DRAT DRAWING 3C800. f 0 0
G OVERFLOW
° STANDPIPE 0 0 VERFLOW Q 4. FOR SANITARY SEWER A N
o O �' PROFILES, REFER TO
0 NDPIPE DRAWING 3C600.
s \ U
FUTURE 10" DI SS CONNECT 2" PVC J 5. REFER TO DRAWING
°PRIVATE, FM TO MH 24 -2 0 O = TRENCH FOR TYPICAL
0 0 '_- _ TRENCH SECTION.
b
2 3 {
OAKESDALE AVE SW 1 6. ALL SEWER SYSTEM
1 WORK SHOWN WITHIN o 0 0
` O � 24 3C 01 3 24 3C , �_ BY OTHERS _� OAKESDALE AVE SW ROW m
O MH 24 -4 0 I LET D
48" STD MH 2 MH 24 -2 4 IS INCLUDED IN THIS
RIM EL =17.00 3 24 3C Ot 60 STD MH MODI IED 1 163.6 LF 107 D SS tD ® CONTRACT.
O IE IN (S, ®TEE) =7.80 OVERFLO RIM EL =17.30 0 0.43% "PR �O A N N
EXISTING KING COUNTY DNR 7 PROVIDE KNOCKOUT IN
IE IN(S, 0DROP)=- 0.20STAND IE IN W)= -1.30 '� o MH R18-4
WEST WALL OF MH TO
IE OUT(E)= -0.30 IE IN NE) =15.00 RIM EL =17.9 ACCOMMODATE FUTURE
N 72014.2 0 o IE IN S, ®TEE) =3.80m c IE IN (12 STUB)= -2.73 10" SS @ IE= -0.20. m n N ="
°® E 53714.0 IE IN S.0DROP)= -1070 OVERFL W IE OUT(72 °)= -3.29 ® CONSTRUCT CHANNEL >
IE OUT(E)= -1.80 STANDPI E 0 N 72034.0 FOR 10" SS TO WEST.
N 72014.2 E 54121.9
LET D E 53931.5 o Q H -68 8 CONNECT TO EXISTING
8" IR J ° 8" IRR IRR .!N o _ 12" STUB AT
ARE MH R18 -4.
M
�5D DO NOT CHANNEL
INLET DRAIN INLET DRAIN 1 "/y NLET DRAIN DR INLE RAIN Ri = � - 16.37 - - - - SS MH 24 -6. o
pA L
10 15' SEWER EASEMENT
F 10° DI SS ®0.40% "PRIV TE" 91.5 LF 10" DI SS ® 0.44% "PRIVATE!' iv N 10 I I 12 TO CITY OF RENTON
TO BE AS- BUILT.
-OF I I N 72,000
• SL I I NI I 8.0 LF 10° DI SS 11 POINT OF BEGINNING m Ea
MH ®I 0.46% "CITY' ON CITY OF RENTON 's
1 1 ,0 6 "SL
WM I I WER EASEMENT.
17 RIM = 16. � N 7194. o
6 "SL M MH MH I 76.0 LF 8" DI SS E 54091.4 Q:2
PARCEL 1 I ° I .97% "PRIVATE
M H O o 0 5 m
- - _ _ _ _ H IM = 17.08 �i ° ° 12 END POINT ON CITY
2 OF RENTON SEWER 3
I- - - - - C J EASEMENT. ° o
J J J J J J J - o N 72036.5 0 0 �OJ C)
ir
1
13 I N E 54114.4 �� �- E o� N
cn U YB MH 24 -1 1 I aol • 13 o a�
b� r j , 4 T "CITY 2 13 ADJUST RIM ELEVATIONS D
Co POC 24 o> OC 24 2° a m RI 16.00 I TO MATCH FINAL 30 0 9 m
3 24 801 = 24 3C801 Y Y IN((W = -2.50 I MH 24 -6 ELEVATION OF =.y Zz
® N 7188 2 °0 a 71 82 2 b� za za IE IN(S,®TEE) =4 5 60" STD MH OAKESDALE AVE. SW
IE IN((SADROP) -Z. 2 RIM EL =16.70 7 Cn
w N � IE OUT(E) = -2 0 I IE =7.50 ° - N
�� > > N 72034.0 m N 71952.0 W
M N ® ° J E 54093.9 �� I E 54169.9 ON
O I «
x 2 2 N r
0 243C 01 0 5 W' p
J w w U� I w
H J
LLJ W = O 10 N 0 Z Tm,
0
0
U111 Lp 11 ° • ° H 1 WL ° • Ii 8 W o� I 13 18 lil 2 5 'b
17 D r=rl TRT Z cn D
6" 6 "SL 6 "SL 6 "SL N 'SL 3 MH 4 -5 --1 o r
4 STD MH "Cl TY q z 22 23 5 m r)
J RIM EL = 16.40 I 27 8 o D
O 0 0 0 3 IE I (E) =6.00 r>1 Nma
IE O T(N) =5.90 0 3 33 Z rn m m o
1 TWO -WAY 5 TWO =WAY 5 I N 7 952.0 N o 6 7 3 3 N (D Nis
CLEAN OUT 3 24 3C801 CLEANOUT 3 24 3C Ol °� E 5 089.9 a rn Nnn
BUILDING 25 -20 N 4 5 ��o�� m ,
w w 4 50 � m r o °om
Z °z
A� �����//��� 3 55 ➢ o W �mmmw_mmmmmm q =` - -�
20' 10' 0 20' 40' B��� 7 5 60 Z N
S 23 ®� RECOMMENDED �797 U
1 " =20' 1 BY D„ �. 6 63 6 65 I
1 FOR APPROVAL BY��'- --- `-v� -` 1 Iv
Y J ♦������������������r 7 68 6 70 O
QF+ `rC 71 72 73 7 75
CONSTRUCTION SET ; KSE:PNONEv
SIONAL '` W, Q 1 S. 1/2, SEC. 24, T. 21, R 4E, W.Irf. n; N
7 /L /9% (LORI PITZER July 16, 1997 1 N. 1/2, JL4. 25, T. 2J1 \., R. 9L., W.M. R
% a 24X
EXPIRES: 06/05/'98 J
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