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HOUSE /16803
FINISHED FLOOR ELEV. -472*
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
169TH AW SE
PID / 7229800080 1 PID / 7229800310
VACANT LOT I I VACANT LOT
1
EXISTING
EXISTING 12" EXISTING I TELEPHONE
CONC. CULVERT FIBER OPTIC EXISTING
- -- - -��a . 1 � WATER
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PID / 7229800315
HOUSE 16916
FlNLSN FLOOR ELEV. -4721
EXISTING 12"
CMP CULVERT
II`290 LF., EXISTING 1
8"0 S.S GAS I I (EXISTING 12" 241 LF.,
ICMP CULVERT 8 "0 S.S
1 1
I I
INT'X STA. 4+39.57, SE 140TH ST
1
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HOUSE X1400: 1 VIr 229800210
FINISHED FLOOR ELEV. 472*
—01, TYPE 1 -48 "0 S.S.M.N. �k42 -02, TYPE 1 -48 "0
5.00 RT. STA. 9+23.51, 5.00 RT.
SE 140TH ST
PID / 7229800320
110115E /16935
FNI6NED FLOOR ELEV. -474*
EDGE OF
PAVEMENT
PID / 722OM205
VACANT LOT
%D / 7228800325
IqU$ IE 18940
Fl�ViFLOOR ElEV. -480*
EXISTING 12"
CONC. CULVERT
'—
EXISTING
GAS 400 LF.,
8 "0 S.S
EXISTING
CPP CUL
PID / 7229800200
VACANT LOT
PID % 7229800330
HousES 13851
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PID / 7229800195
FKIU�E 14011
FINISHED FLOOR ELEV. -484*
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STA. 1+44.63, 4.78 RT.
GATE
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490
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HOUSE /16803
FINISHED FLOOR ELEV. -472*
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
169TH AW SE
PID / 7229800080 1 PID / 7229800310
VACANT LOT I I VACANT LOT
1
EXISTING
EXISTING 12" EXISTING I TELEPHONE
CONC. CULVERT FIBER OPTIC EXISTING
- -- - -��a . 1 � WATER
.1.
PID / 7229800315
HOUSE 16916
FlNLSN FLOOR ELEV. -4721
EXISTING 12"
CMP CULVERT
II`290 LF., EXISTING 1
8"0 S.S GAS I I (EXISTING 12" 241 LF.,
ICMP CULVERT 8 "0 S.S
1 1
I I
INT'X STA. 4+39.57, SE 140TH ST
1
P1
HOUSE X1400: 1 VIr 229800210
FINISHED FLOOR ELEV. 472*
—01, TYPE 1 -48 "0 S.S.M.N. �k42 -02, TYPE 1 -48 "0
5.00 RT. STA. 9+23.51, 5.00 RT.
SE 140TH ST
PID / 7229800320
110115E /16935
FNI6NED FLOOR ELEV. -474*
EDGE OF
PAVEMENT
PID / 722OM205
VACANT LOT
%D / 7228800325
IqU$ IE 18940
Fl�ViFLOOR ElEV. -480*
EXISTING 12"
CONC. CULVERT
'—
EXISTING
GAS 400 LF.,
8 "0 S.S
EXISTING
CPP CUL
PID / 7229800200
VACANT LOT
PID % 7229800330
HousES 13851
FlN FLOOR ELEV.-487:h
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PID / 7229800195
FKIU�E 14011
FINISHED FLOOR ELEV. -484*
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1" -10' VERT.
50 25 0 so 100
UBEIITY
NS.
w1EOOD
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KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -D9. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2X
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5- 362128
CHECKED /FOR �COMPLIANCE TO CITY STANDARDS
"
CSS4
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
CON6NLTING ENGINIE
1
75
s1E�°
INT'X
STA. 4+39.57,
SE 140TH
ST
•
t
VERIN:Lw /�I
DATUM
CITY OF
"'�
ML R E N TO N
Planning /Building /Public Works Dept.
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 1 +00.00 TO STA 10 +00.00
Ot l
99000 etli RvB,xIB SOYIII
„ty,WA98009 II
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1
SECOND SUBMITTAL
ESM
125 13
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WLAR SUBMITTAL
v
1/28/13
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N0.
REVISION
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ORIGIN
1IL GROUND
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241 L.F.
8 "0 PVC S
R -35 S.S. 40
S =0.40%
400 LF., 8'0
PVC SDR
5 S.S. O S
=0.56%
"0
S
290 L.F.,
PVC SD
35 S.S. O
=0.40%
X. S.S.M.H.
H1 -10 TYP
1 -60 "0
-
;;.. -
H -09
TYPE 1 -4'8
IM 470.5
RI
= 4
IM
4 -%
.E. IN - 1611:0411,
2 "0 F.
.
LE
IN = 463.27,
8 "0
I.E. I
= 464.33,
8 "0
.E. IN = 4
8 "0
LE
OUT = 46-.17,
8 "0
I.E. OUT
= 464.2
8 "0
.E. OUT =
,
1.91, 8 "0
,
ee
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1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
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SCALE: 1 " -5d HORIZ.
1" -10' VERT.
50 25 0 so 100
UBEIITY
NS.
w1EOOD
Ms.
KEY MAP
NOT TO SCALE
NOTES
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT -01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS -D9. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2X
SLOPE FROM MAIN TO RIGHT -OF -WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
5- 362128
CHECKED /FOR �COMPLIANCE TO CITY STANDARDS
"
CSS4
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
CON6NLTING ENGINIE
1
75
s1E�°
°
FIRST SUBMITTAL
ESM
1813
•
t
VERIN:Lw /�I
DATUM
CITY OF
"'�
ML R E N TO N
Planning /Building /Public Works Dept.
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 1 +00.00 TO STA 10 +00.00
Ot l
99000 etli RvB,xIB SOYIII
„ty,WA98009 II
www.eerncivilWft. ,,,"„
�� g,� t , , �, -„,
° °°" "°"" °""'
1
SECOND SUBMITTAL
ESM
125 13
�IIB
2
WLAR SUBMITTAL
ESM
1/28/13
m
aeL
I �E,„a
,SS -08
�I
F
ESM JOB #1352 -006 -007
N0.
REVISION
BY
DATtAP
PR
as
12 16
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