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Rim Z-L-.
CUT •
RiM cl " i I
N.E. = 4 6UT 411111
CHANWECSSM4 FOR
2-6- SERVICES
W/1' MIN, SEPARATION
AT MH WALL, SCALE: 1" = 20'
651.59'
N 0029*38" E
- -
v �v
-- - - - - - - - - - - - - -- - - - - -
MIN. F.F. = 269.00
MW F.F = 278,98
MIN, 274.246
STA X,46C, GO'
SSS a
(D
MIN. F.F. = 282.e
i5FAiCHMARK.-
R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT
S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED
YELLOW EL. = 299.73
3+00
XMIN. F-F- = 096.22k
Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N
SSS STL3
J.F- = 256.66'
SiA O--qQ
[----s
1,
CB
(D
STA
STA 8-11, 30- L.T.
STUB
STA 8-94 30' LT.
SSS STtob
LE =P7452'0
5-ER 0-
\N
'ST LT
A 7-75, j
SS SERVI�'--
E- =274.CS'
--T4 - 50'RT
2,57 0
I-E -
-IZSS STI-e
SSS T U (D
i
c
(D
I
LE. = 254.83' , I
= 2?6..G4
WKA*M
V ss "4 iv
-7
STA 9+91.50,5
SS SERVICE
mac,
MIN. F
c"
1 1
E.
I STA 0+17
-STA O.
5, 12' LT. I
25'
SSS STUB
1p
STA 9+93.50
sss S
25L-31'
1
V
ca
S OC2938,
w
174.95'
=A- -Of �T,
Ij
—15, SJ.IVITARY
-----------------------------
SEWER X PEDESTRIAN
ACCE
S EASEPI'Ev-,
6" TH'
SEE DE
CK GRAVEL SURFACING.
TAR SHEET i7 OF 27.
�-O PVC S
KENNEW1 C,
< PLACI
NE.
ca G
I'll v rvlvl 111
i5FAiCHMARK.-
R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT
S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED
YELLOW EL. = 299.73
3+00
XMIN. F-F- = 096.22k
Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N
SSS STL3
J.F- = 256.66'
SiA O--qQ
[----s
1,
CB
EL
RIM 2-37.66'
LE 255-66-IN
7 CUT
x = 255 -6
TA- i,-� 3
-
5-ER 0-
\N
SS SERVI�'--
TEE
--T4 - 50'RT
2,57 0
I-E -
SSS T U (D
c
(D
I
LE. = 254.83' , I
I
-7
STA 9+91.50,5
SS SERVICE
mac,
MIN. F
c"
1 1
E.
I STA 0+17
-STA O.
5, 12' LT. I
25'
SSS STUB
1p
sss S
25L-31'
1
ca
Ij
—15, SJ.IVITARY
-----------------------------
SEWER X PEDESTRIAN
ACCE
S EASEPI'Ev-,
i5FAiCHMARK.-
R-R.SPIKE I.O'UP N. FACE P. POLE WITH STREETLIGHT
S. SIDE DRIVEWAY TO HOUSE * 1917, B.M. PAINTED
YELLOW EL. = 299.73
3+00
XMIN. F-F- = 096.22k
Z----STA 9+9350. 37 * S., j 3- LT - - - - - - - - - - - - - - - - - - - - - - - - - - - N
SSS STL3
J.F- = 256.66'
SiA O--qQ
[----s
- I
Z� -D L-1 Rvc--i�-
SERVICE \ 6
CE TEE S 2.0% MIN
I-E- =27C.82' C) d TYP�
CB
EL
RIM 2-37.66'
LE 255-66-IN
7 CUT
x = 255 -6
TA- i,-� 3
-
5-ER 0-
\N
SS SERVI�'--
TEE
--T4 - 50'RT
2,57 0
I-E -
SSS T U (D
I
LE. = 254.83' , I
I
-7
STA 9+91.50,5
SS SERVICE
mac,
MIN. F
= 269.34
1 1
E.
I STA 0+17
-STA O.
5, 12' LT. I
25'
SSS STUB
1p
Mll � F.F, = 279.00 I.E. =255.61'
MIN. F.F. = 261.42
----------------------
STA 6-91, 51-F
SSMH * 5
RIM EL. =283.6C*
LE =277 C' OUT Q
--STA 6+71. 32- RT.
SSS STUB
SEE SHT. // OF 27
STA 6 -67 S'RT
SS SERVICE TEE
I.E. = 289.13
NOTE '
MARK END LOCATION OF SS STUB W17
WHITE PAINTED POST PER SIDE SEWER
DETAILS SHT 16 OF 27
MAINTAIN !O" HORIZONTAL
SEPARATION BETWEEN
SIDE SEWERS & WATER SERVICES
I A I 1 1 1 I A I 1 I 1 A 1 1 I A 1 1
11 4S-BUILT " D7RIVEW4Y LOC4TI
ON SHTS 2- 3; & 6 OF 27
STS It
(D
I-Z- = 250.54 - IN
LE ;= 250.44 - OUT
1�7 AW,
"AS-BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS.
7
93
Js ARE SH(bWN CORREC NE. k4 SEC. 5, TWN. 23 N., R. 5 E., 'WM.
CITY OF RENTON
Cw7rCDUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS
SUNSET HILLS
NOTE: FORMERLY KENNY VUE
SEE SHT 13 OF 27.-JP SANITARY SEU"ER PROFILES SANIT4RY SEWER FLAN
SEE SHT 16 OF 27 FOR PROFILE to • aS-3ULT REVIS,10\'S DESIGNED: GJS DATE. 5V'r. �1991
BETWEEN SSMH � 7 - 10 DRAWN,
CHECKED: 623� PACE
NO- REVISION BY APPR- DATE APPROVED- oa�,M Z ... M, I sti=-. 12 OF: %
rTl
;SEE SHT /6 OF 2-7
'FOR SS SERVICE TO LOTS 12 & 13
I
I
-STA O.
5, 12' LT. I
Q
sss S
25L-31'
1
ca
—15, SJ.IVITARY
-----------------------------
SEWER X PEDESTRIAN
ACCE
S EASEPI'Ev-,
6" TH'
SEE DE
CK GRAVEL SURFACING.
TAR SHEET i7 OF 27.
STS It
(D
I-Z- = 250.54 - IN
LE ;= 250.44 - OUT
1�7 AW,
"AS-BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS.
7
93
Js ARE SH(bWN CORREC NE. k4 SEC. 5, TWN. 23 N., R. 5 E., 'WM.
CITY OF RENTON
Cw7rCDUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS
SUNSET HILLS
NOTE: FORMERLY KENNY VUE
SEE SHT 13 OF 27.-JP SANITARY SEU"ER PROFILES SANIT4RY SEWER FLAN
SEE SHT 16 OF 27 FOR PROFILE to • aS-3ULT REVIS,10\'S DESIGNED: GJS DATE. 5V'r. �1991
BETWEEN SSMH � 7 - 10 DRAWN,
CHECKED: 623� PACE
NO- REVISION BY APPR- DATE APPROVED- oa�,M Z ... M, I sti=-. 12 OF: %