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460
455
450
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I.E. = 459.95, YO W/INSE
LE. (IN) F= 456.54, 8�0
I.E. (OUT) = 456.31 ' 110-0
SEE HERITAGE PLAT SANITA
MIN. SLOPE 0.50%
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FUTURE S.S.M.H. #H7 -06
STA. 100+84.30, 1.50' RT.
SEE HERITAGE PLAT SANITARY
SEWER EXTENSION (LIBERTY HIC
SCHOOL) CONSTRUCTION PLANS
A PORTION OF SEC 13,14 8t 24, TWP 23 N, RGE 5 E, WIVI, KING CO, WA
PID #7229700065
HOUSE #13435
FIRST FLOOR ELEV.=467.26
CE
EXISTING POWER CONTRACTOR TO COORDINATE
POLE WITH OWEST (DALE HARTMAN
253-372-5364) FOR THE 'TA C.0, #2
TELEPHONE LINES 11.79' LT.
STA. 104+20.13,
13.00, LT,
S
S-S
TRANSITION PT' RELOCATION OF EXISTING [S�TAA . 105+44,41,
11 T
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- --- - --------
W/DOUBLE SWEEPING WYE
RIM = 1465.76 1
I.E. = 459.17, 3" S.S.F.M.
105+20
02+00
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TRANSITION PT.
STA. 102+80.00, EXISTING WATER
EXISTING OVERHEAD 14.00' LT. SERVICE (TYP.)
POWER
SCALE: 1*=20' HORIZ.
1"=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
EX, 12'CONC
APPRUXIDIAIE WATER LINE LUCA[ION
PEP FIELD LOCATED PAINT STRIPES
AND VALVES
PID 07229700105 PID e,72297001 10
HOU E #13442 PID #7229700120
HOUSE #16806 FIRST FLOOR ELEV.=466.70 VACANT LOT
FIRST FLOOR ELEV.=474.09
168TH AVE SE
D6+68 44, SE 136T I H I
ST L L
1.5 CLEARANCE
EX. WATER AND
HOPE S.S.F.M.
445
101+20
101+60
465
102+00
102+40
Me
102+80
103+20
rm#
103+60
no LTA mel
57MENOWMIN-TI. M-1-
104+00
3' MIN. CIDVEF
(TYP-)
jj
W/DOUBLE SWEEPING WYE
RIM = 45f.46
I.E. = 451.46. 3" S.S.F.M.
104+80
104+40
mz.. n./'
CITY OF
RENTON
Planning/Building/Public Works Dept.
465
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460
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455
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W
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450 :C to
445
1440
105+60
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION
PLAN AND PROFILE: 168TH AVE. S.E.
6 H°i ONE INCH
EXISTING S.S.M.H. STA. 100+84.30 T0105 +60
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SE 136TH ST
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SE 137TH PL
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KEY MAP
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COMPLIANCE TO CITY STANDARDS
PID 7229700070
EX, 12"RI-P
HOUSE #13453
o+° FIRST FLOOR ELEV.=470.52
INT.
co
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STA. 101+71.63, 168TH AVE SE I EXI'THGOVERHEAD
=STA. 506+68.44, SE 136TH ST POWER HEAD
LAIZIIINU t'UWtK TRANSITION PT.
VS -10621 _ _6
STA. +247.69, POLE STA. 103+53.95,
EXISTING POWER POLE 1 13.00' LT
14.00' LT.
- ----- TRANSITION FROM INTERIM--
TO PERMANENT S.S.F.M. -- ----------- - '3
P P I, - P —P — —P P
----------------- - - ----- - - ------- ---------------------------------- - ------
G— ------
A I
3"0 S.S.F.M.
103+00
-L.
445
101+20
101+60
465
102+00
102+40
Me
102+80
103+20
rm#
103+60
no LTA mel
57MENOWMIN-TI. M-1-
104+00
3' MIN. CIDVEF
(TYP-)
jj
W/DOUBLE SWEEPING WYE
RIM = 45f.46
I.E. = 451.46. 3" S.S.F.M.
104+80
104+40
mz.. n./'
CITY OF
RENTON
Planning/Building/Public Works Dept.
465
0
460
0
<
455
W
w:c
Z (A
W
W
450 :C to
445
1440
105+60
ISSAQUAH SCHOOL DISTRICT
SANITARY SEWER EXTENSION
PLAN AND PROFILE: 168TH AVE. S.E.
6 H°i ONE INCH
EXISTING S.S.M.H. STA. 100+84.30 T0105 +60
w 0
w
ro
SE 136TH ST
J,
L
SE 137TH PL
�=� P liw�
SE 144TH ST
KEY MAP
NOT TO SCALE
Ml CO
01
COMPLIANCE TO CITY STANDARDS
PID 7229700070
EX, 12"RI-P
HOUSE #13453
o+° FIRST FLOOR ELEV.=470.52
INT.
co
cv) m
STA. 101+71.63, 168TH AVE SE I EXI'THGOVERHEAD
=STA. 506+68.44, SE 136TH ST POWER HEAD
LAIZIIINU t'UWtK TRANSITION PT.
VS -10621 _ _6
STA. +247.69, POLE STA. 103+53.95,
EXISTING POWER POLE 1 13.00' LT
14.00' LT.
- ----- TRANSITION FROM INTERIM--
TO PERMANENT S.S.F.M. -- ----------- - '3
P P I, - P —P — —P P
----------------- - - ----- - - ------- ---------------------------------- - ------
G— ------
A I
3"0 S.S.F.M.
103+00
-L.