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SEE SHEET 7
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0 13 14 HOUSE #12404 HILLARI
FF=521.5
LINS ROMID ALVES 0 AUSTIN SHAMARON L 15 16 1 1242
rrr-
I I (HOUSE UNDER CONSTRUCTION)
12244 155TH AVE SE 12252 155TH AVE SE "I 1�
0 TOLLETT WILLIAM D JR CULWELL JAMES GARAGE FF=520.2
9353301050 9353301060 0
12260 155TH AVE SE 12266 155TH AVE SE
(HOUS
9353301070 9353301080
HOUSE FF=523.8 'i a 1\1 I
En FF=5
I 2
HOUSE FF=524.2 BSMT. FF=±514.7 HOUSE FF=523.1 1\S1
BSMT. FF=±515.1 BSMT. FF=±514.0 cp#5
2 HOUSE FF=523.6 CARPORT 635-3.6 MIC
GARAGE N=182116.641
•1 FF=520.5�, BSMT. FF=±514.5 FF=519.5
E=1318756.105
GARA ARAGE ELEV=517.66 FOUND 3/8- REBAR/CAP
1 26.5 2 -5
2 =519.1 FOUND MIC WITH BI ASS PIN (PUBLIC SEWER)
NX "AXIS LS 38011"
IN CONC MON, DO 4 1.4!
CON Ld LO -,N 1 0
Q 11 2/21/08
<�2 CB IM=517.66/
z CB RII I\ 517 4 IE GO =514, 0 CB RIM=51
NC(S)'
C.
R
TA
U
12 GARAGE 11=520,2
Lj
(P
All E 12" 11ONC(N) 515.9d IE 6-PVC(E)=51
.9
GONG GONG u- IE 1 "CONC(N)=514.86
GONG N 8 ON GONG GRAVEL 3"-5"DEC In IE 12" -,-,-,-,-ONC(S) 514.2 IE 4-PVC(E)=516.44 IE 12-CONC(S)=51
N 0 DRIVE CONC 1 1
IV SSMH RIM 521.43 DRIVE DRIVE DRIVE IE=516.9 v E 18" 3-3-3'ONC(E, =514. 8 GRAVEL J' IE 12-CONC(S)=516.44 IF 12-CONC(N)=51
0
CL C L%
PV�4
(S) RA CD -(2)tO"DEG_-
GRAVEL GRAVEL 12"CONC I I ;I N I IE 12-CONC(N)=516.39
CHNL 8 C(S)=508.4 G SHRUB 24 FIR PA DRIVE
T
EB
El 6 DEC I
5"DEC 5"DEC R"DEC 5"DEC 0 ® O= 0
D /L GONG ORDER,--m T 773
OHL OHL OHL - -0 0 OHL v 0 OH OHL EW
i HL
518
�= I v SD SD- SD
KEYSTONE WALL I \ - I - 1.11 - - - - - - �1 SD I - a; - LsD
GRAVEL GRAVEL OH ::a�HL L.- - - m
Z�b rti
6' AC 6" C
w GRAVEL nn W_ _w GRAVEL W_ w V GRAVEL GRAVEL m 1 RAVEL DRIVE
ASPHALT ASPHALT ASPHALT I
N 0 155th A Vw�F 0�c
_SS _SS_ SS SS SS SS -SS-- SS ss- ss-
'1_4 3:3: - -
G- H R- _G G A G G G G_ 2" STW IP -G- _G _G 2" STW IP _G G
-Art
0 - - - - -- GRA UP UP O IE=514.90 uP
S 12"CONC
SD S& 6D_ SD SD SD SO SO
T GRAVEL ASPHALT ASPHALT __91
ASPHALT DRIVE -- - - - - - - - - - IV
RIVE_ DRIVE iza DRIVE
IE=518.9 B DER 6' )fEHCF_I�G0NC �WALL x
6' FENCE GONG
12"CPEP 12"CPEP 22 ON CB RIM=518.37 DRIVE
IE=515.9 IE 12-CONC(S)=514.37
0 - \ FOUND REBAR/CAP
GONG
12"CPEP IE 18-CONC(E)=514.17
IE=518.4 20" C &TV In N"G4 INC. LS 34050"
GONG 12"CONC IE 18-CONC(W)=514.07
CP#15 GONG to -----JPUBUC SEWER)
52 26.5' 1 26. t
635 -5.15 /w GONG It c -VA-CA-N
38. 90 18"CONC
(PUBLIC SEWER) E =131 45 777 z GAAGE' (UNDER CONSTRU
EBLEV= 0. (PUBLIC SEWER) co FF=R519.1
(PUBLIC SEWER) S
GONG GONG RIM=518.12 HOUSE #12411
HOUSE 12245 520.6 6-PVC(W)=515.29 FF=520.9
FF=523.3 GARAGE 12-CONC(N)=515.12
FF=520.6
HOUSE #12403 IE 12`CONC(S)=515.07
HOUSE 1225 HOUSE 12267
GARAGE HOUSE 12249 FF=521.7 FF=520.3 NGUYEN VINH V+DL
C:)
FF=522.5 FF=521.8 TON TOG D+WONG TIFFANY 935330091
NEMES EUGENE E+CLAUDIA 0 1 1 SSMj RIM=519.04 12411 155TH AVE SE
12245 155TH AVE SE 9353300910
9353301120 NN JUAN CARLOS MORALES-TAMAYO NGUYEN QUEEN CL CHNL 8 "PVC(N,W)=506.74 NGO KYLE+NGO TRACI 28
RUCKER VALERIE G 12259155TH AVE SE 12267 155TH AVE SE 12403155TH AVE SE 29
20 12249 353301110 155TH AVE SE 1 1
9353301100 9353301090 9353300920
9 1
6"PVC
-------- SIDE SEWER STUB
(TYP.)
............................ .............. ...................................... ...... .
.............. .
....................... ....................... .
........... ............. ....... ......
EX. GROUND @ ROAD CENTERLINE
520 520-
................................... ........................................ ...... .......... .................... .......... ............. ........................ ........ .......
0
<I)
00 0 0 ... . . . . .. . . . ................... ......... ............ ......... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .......... ....... .......... .0 I - - - .
- - . . .. . .. . ............... )
.0
> >
W - .0) (D
U)
41
U)
(D 0
510-
�5J0 ., ................ ................ ........... ........ ................... ....... ............ .......... ...... .............................................. ..............................................
pvc @ 1.0%
EXISTING 8" PVC SEWER (PLAN S-3327) 431 LF OF 8
EX SSIVIH
........ N - 1-82-464; 40 ...................... .......... ..................... ......... .......... .......... ....... ........ ........
EX'SSMH ...................... ................ ....................... ........
E:1318753.12 N 182111.73
RIM = 521.45
E 1318752.11
IE: 8" S = 508-.43 RIM = 519-04
IE 8"N = 508.53 IE 8" N - = 506.74
500 IE 8" W- = 506.74 500-
..................... ....... ......... ....... ................... ...... .......... ........ ......... ....... ................. ..................... ............ ................. .......
IE 8" S = 506-84
IE 8" E = 506.84 -
............. ....... .......... ....................... ....... ........ .............. ............... ......... ......... ..........
<
EXPIRES 8/21/09
W NO. REVISION
w
SCAM
VERnCAI_ NAVD 19M
1 12=20$ 14ORIZONTAU NAD 1983/1991 CITY OF
RENTON
ONE INCH
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
MAY
WHITE FENCE RANCH FELDwm 2008 IR
-
PAGE-
SANITARY SEWER EXTENSION DRNIMNG W.
I
155TH AVE SE S-2
ISHEEr* 2 OF* 15
'SI-131413121 I _