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SK SHORT PLAT
F_ p I U
I- �I CD ,
a° o " GRAPHIC SCALE A PORTION OF THE NE l4 OF THE SE Y4 OF SEC. 5, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
1 h 20 fL 1 PRIVATE JOINT ACCESS DRIVE
PROFILE VIEW
VP700THOUNG 48.0 SCALE: HORIZONTAL 1 '- 20'
7 IJD LOCKING LID - - - - VERTICAL 1 4' - - - - .. - -- _.- - - --
E.
0+83.81, 7.00' RT - -- -
g W 7- l = ±297.25 m N rn LOW POINT ELEV = 295.00
' a- 288.31 8'%%c IN (S) o I w LOW POINT STA = 1 +47.29
cr) !1 _ 288.21 S'�Tc OUT (NW) n II �; '- PE STA = 1 +48.59
W ,5> PVI ELEV = 294.60
W
O w -- -
� W w <,�.r o < A.D. = 10.85 � _
_ w w
304 0 °
- -_- NN -o� 304
0-' m � -z K =2.77 0 ^o iN° vmio
oz+o +wa 30' VC Nom° °" +°
u'SNNT%Tw pli .
°
PROPOSED SAKTARY i ° a a
En (/7 TO BE COIECTED TO n w rn+ rn+
EOSBC 8'0 STUB w
I � � � '. '� � 254% �EXSL GRADE & CL � R TO VERIFY LOCATION w w PROPOSED PS�SS owV OF EXISTING STUB BY FINISH GRADE O CL OF
PRIOR TO CONSIRUC110N PROPOSED ASSESS DRIVE
----
a 296 296
A
PROP- WATER s SERVICE n
M - -- - -� - V 4 LF n P
ON BOTH Isles 0 - _ y
__ 4 L 30
J PVC SOR35 ASTM D3034I 0 c E yvFC C CS=..
° Z 4 :. _... 286 - - -- - - - -- - 12S -LE 8'0 SS M 030% - - - - 288
c m w I :. ".1 - - - - -a - - SSMH . 11PE 148"0 CBp. TYPE
( - - - - --
r 3
cc o � 9! LF 6'0 0 35.0%
a ~1 SSC01 8'0
Q c _ STA: 0+8381 7.00• RT S 1+ EGA r2� STA: 2 +1463 6.32' R
% -
RIM= ±29725 W %SOl1D LID P11 29500 - - - ---- RIM= 298.55
T
a ' m IE 288 37 8.0 IN S ) - - -- IE= 269 60 6 4 IN S
() () ;EXISTING GRADE ELEV.
IE= 288.21 8'0 OUT (NW) 2020 =1 6"0 P 4r" OJ5 (S) j IE= 289.60 8 0j OUT (N) 0 CL OF ASSESS DRNE
PROPOSED FINISHED GRADE
4
V 27 if G0 PVC ®20x 280
FOR LOTS 1. 2. - - - -'I - -- -4 ELEV. ®CL OF ASSESS DRIVE
'n o PROP SS SERVICE NES
280
SS LOT � STA: 1 +00.00, 27.00° !T -
f ;�
INTERSECTION
= 289.85
? TEE
Qo SFA 1+01101, 0.00' RT
LE =28937 Ot 40 0+80 1 +20 N 1 +60 2+ 00 2+40
- - - -�I
� �\ � � m
TEE INIQRSCnON - - (; 41 LF 6'0 PVC ® 2.0%
STA 1 +15.31 0.00' RT \
LE = 289.46
> V
o \ SSCO 6'0
i4 LIP PVC ®20.0% STA: 1 +27.41, 41.00° LT - H, 2' 0'"
o zs RIM= 299.04 / �I
IE= 290.40
r VERTICAL DATUM:
STA 1 +15.31 9A0° RT
CITY OF RENTON, NAVD 1988
I.E. = 292.34
BENCHMARK:
s- Q51- _. -
® 22 LF 6'0 PVC 0 15.0% ~ Pa Ea iGHi ELEVATION PER CITY OF RENTON
' \_ w
3 $
TEE B11ERSECiKIN i i I % F� tz '' i Luc CITY ELEVATION 0101..368MMETERS
369;
s @ STA 1 +27.41. OAO' RT
g LE = 2MSB (332.52')
STA: 1 +4828, 47.94' LT '
o_ sscoll. fro 1. E - 233.70
< STA 1 +29.41, 0.011 RT
RIM= 298.55 GARAGE I, �I� - 4, .� 'C la. SCE
F €= 289.60 FF= 301.0 c EAho s of w
A- 1
Q - ] -- . -�- A L E EASE ROAN ..ROh WORKS. :NC.
SH
L - � Al. } 9d EQUAL C'Ef to OUT SHALL BE A WATER TIGHT ASSEMBLY,
cl
GARAGE GARAGE I 1G�/ N JN MFROV AEE S 0 R A 1 0 CK. 2 SOUARE
P COhCR T' ',LASS 000 FAD ARCOND THE RING \0 COVER
= 9 LF 6'4 PVC 35.0% FF= 299.5 FF= 300'0 ! r IN A H - i +`OACt AYS ES TOR ARCJND 1L-_ AhOJ" RING AND
® - - f 2 \\ CCU 2 h5 REDARE D STANDARD DETAIL :DRAWING 6236.
l Y �
" \� NOTE: A L k � /� 7, v /FE VA AS EC _ CLEAN OUT DETAIL I ,
LOT 4' LOT 3 LOT 2 ! y B- ENGINEER NOT TO SCALE
HOUR HOUSE HOUSE STATIONING OF THE SANITARY SEWER CLEANOUTS ®� ffi
SEA: 1 +38.77, 0.00' RT O
LE = 2DZ75 FF= 303.5 FF= 302.5 FF= 303.5 AND SERENE LINES IN THE PLAN NEW ARE TAKEN
FROM THE NEAREST DOWNSTREAM MANHOLE j Associ Ps, PLLC
K SEA -EO t CLYL EIIOiEERNO Fc PRQECT YANAOB®{T
�- n BkVC b1ANN_R AS
VAIN SF .ER JOIN TS. 0 Toy scrum 91H 1T Bur (253) 272 -BAST
`
Z a /. / ___ - . - y. TAW N WA 98 {0.5 F bSSilldd0119LtOT
t ®�+ CITY OF RENTON
A CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG SK SHORT PLAT
CHECKED FOR COMPLIANCE 1 -800- 424 -5555 SANITARY SEWER
SITE PLAN TO CITY STANDARDS SERVICE PLAN
Date DESIGNED: MJC DATE: 07/03107 FILE NAME: 06078 -C7
SCALE: 1"= 20' Date DRAWN: SOP /AJS
o
CHECKED: BAS SCALE: 1" , 20' FIELD B0 PAGE
Z Date
NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-7 OF: 11
CD, - 33R3o1
vi% L'�:L