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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
INT'X STA. 10+80.58, SE 140TH ST
171ST AVE SE
N: 176649.35
E: 1324056.3
INT'X STA. 14+00.00, SE 140TH ST
- STA. 36+53.16, 172ND AVE SE
N: 176630.16
E: 1324375.12
171 ST AVE SE 172ND AVE SE
I PID # 7229800455 I I
00 HOUSE #13854
0 0 FINISHED FLOOR ELEV.=484t
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< STA. 10+75.85, 5.00 RT.
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FINISHED GRADE E
510
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PID # 7229800460
VACANT LOT
S.S.M.H. #H2-04, TYPE 1 -48"0I
STA. 14+36.12, 4.85' RT. f
S.S.M.H. #H2-05, TYPE 1 -48" 0
STA. 14+50.12, 17.01 RT,
ROAD A
SEE SHEET SS-01 INT'X STA. 19+93.97, SE 140TH ST
1 I ;I STA. 100+00,.00, ROAD "A"
TRACT E / TRACT I -
WETLAND PROJECT WETLAND STORM DRAINAGE, go
Pi BOUNDARY P3 50' FACILITY F ,
- 20 L.F. I
"S.D. VAULT WETLAND I,' , 6000.0
8 b S.S _
BUFFER j ' 86 0
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15,00 1
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WATER MAIN - _ --- - _ — I F ' N
Lnt� f1NG -
MAINTAIN 5' _ (�
324 L. F. , SEPERATION 29 L. F. , 215 L. F. , - - — _ _ 0
8"0 S.S BETWEEN 8"0 S.S 8"0 S.S PROPOSED Z
SEWER & GAS EDGE OF 361 L. F. , _J `-
PID # 7230200020 MAIN PID # 7230200040 PID # 7230200060 PAVEMENT 8"0 S.S = W
HOUSE #17213 VACANT LOT VACANT LOT PID 7230200080 PID 7230200090 00
FINISHED FLOOR # # �.
PID # 7230200010 ELEV.=479t PID # 7230200030 PID # 7230200050 HOUSE #17261 HOUSE #17467
HOUSE #17203 VACANT LOT HOUSE #17237 FINISHED FLOOR FINISHED FLOOR Q W
FINISHED FLOOR FINISHED FLOOR ELEV.=482f ELEV,=484f
ELEV.=480t ELEV.=477f
S.S.M.H. #H2-06, TYPE 1-48" o S.S.M.H. #H2-07, TYPE 1 -48110 S.S.M.H. #H2-0& TYPE 1-48"
STA. 17+73.95, 17.01 RT. STA. 17+73.95, 9.99 LT. STA. 19+88.97, 10.00 LT.
SE 140TH ST
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58, SE 140TH ST
@ INT. = 485.46
ORIGINAL
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STA. 10+98.20, SE 140TH ST INT'X STA. 14+00,00, SE 140TH ST
BEGIN IMPROVEMENTS = STA. 36+53.16, 172ND AVE SE
ELEV = 485,33 FINISHED GRADE ELEV @ INT. = 479.69
PVI STA = 12+00 PVI STA = 13+75
PVI ELEV = 484.32 PVI ELEV = 479.94
A.D. _ -1 .50 A.D. = 1.50
K = 50,00 K = 50,00
75.00' VC 75,00' VC
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L.P. ELEV =
478.94 H.P.
ELEV =
479.39
L.P. STA =
15+00 H.P.
STA =
15+82
PVI STA =
15+00 PVI
STA =
15+82
PVI ELEV =
478.69 PVI
ELEV =
479.51
A.D. =
2.00 A.D.
_
-2.00
K = 50.00
K = 25.00
100.00'
VC
50.00'
VC
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INT'X STA. 19+93.97, SE 140TH ST
= STA. 100+00.00, ROAD "A
FINISHED GRADE ELEV @ INT. = 483.15
L.P. ELEV = 478,08
L.P. STA = 17+50
PVI STA = 17+50 PVI STA = 18+50
PVI ELEV = 477.83 PVI ELEV = 478,83
A.D. = 2,00 A.D. = 2.00
K = 50,00 K = 25.00
100, 00' VC 50.00' VC
n � 00
NVI t)IA = "lU+SU
PVI ELEV = 484,83
A.D. = 1,50
K = 33,33
50.00' VC
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30 L.F • 35 S,S
S.S. @ S�2.24% g„0 pV@C S D4 10%
215 L.F., g>,� PVC SDR-35
324 L.F., 8" 0 PVC SDR-35 S.S. @ S=0.40%
29 L.F. -/
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8" 0 PVC SDR -35 S.S.
S.S.M.H. #H2-03, TYPE 1-48"
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RIM = 484.82
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I.E. IN = 466.66, 8" 0
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I.E. OUT = 466.56, 8"0
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S.S.M.H. H2-04 TYPE 1 -48"
S.S.M.H.
H2-05 TYPE 1 -48"
RIM = 479.15
RIM
= 478.51
I.E. IN = 468.20, 8" 0
I.E.
IN = 468.38, 8" 0
I.E. OUT = 468.10. 8" 0
I.E.
OUT = 468.28, 8'0
20 L.F.,
8"4 PVC SDR-35 S.S.
GAS
CROSSING,
@ S=0.40%
APPROX. 4' DEEP
10+00 1 1 +00 12+00 13+00 14+00
vt Cyr
OF -
CONSULTING ENGINEERS L L C
WARNING: Suite 205 Avenue South I ®I
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
THE UTILITY LOCATIONS SHOWN wwW•esmcivil.com ELLENS (509)962-2600
EVMETr RG (509) 962-2600
Civil Engineering Land Surveying Land Planning
AREAPPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007
15+00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
3 1ST REVISION
43175
FC/STf_ 4 REVISED MYLAR SUBMITTAL
�SS�ONAL �'N0. REVISION
9�19j13
16+00 17+00
ESM
09/18/ 12
SURVEYED:
ESM
01/25/13
DESIGNED,
ESM
01/28/13
ESM
09/10/13
DRAWN: DCL
ESM
09/19/13
CHE::ED�j
BY
DATE
APPRAPPROV
S.S.M.H. #H2-07, TYPE 1 -48"
S.S.M.H. #H2-08, TYPE 1 -48"
RIM = 477.87
RIM = 482,80
I.E. IN = 469.99, 8" b
I . E. IN = 474.90, 8" 0
I.E. OUT = 469.89, 8" 0
I.E. OUT = 474.80, 8" 0
S.S.M.H. #H2-06, TYPE 1 -48"
RIM = 477.85
I.E. IN = 469.78, 8" 0
I.E. OUT = 469.68, 8" 0
18+00
SCALE: /�
1 w=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
19+00
20+00
21 +00
VERTICAL: NAVD 1988
.� �= 0 T Y O E
HORIZONTAL: NAD 1983/18J/7991 q
PENTON
DATU M
Planning/Building/Public Works Dept.
S.E. 133R-_ D STREET -
a, BRIARWOO
co LEMENTA
2, S.E. 134TH STREET
C
S.E. 136TH STREET
LIBERTY
H.S. m
N N D v
S.E. 140TH STREET
m
n�
S.E. 144TH S, TREET
MAYWOOD
M.S.
NOT TO SCALE
n
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
NOTES:
510 1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION,
500 2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
00 0 SEWER CONNECTION DETAIL SHEET
SS-09. SEWER STUBS TO THE
O PROPERTY LINE SHALL BE 6-INCH @ 2%
490 SLOPE FROM MAIN TO RIGHT-OF-WAY
+ THEN UP TO SEWER STUB ELEVATION
N = UNLESS OTHERWISE NOTED.
V) 4. MANHOLES LOCATED IN DRIVEWAY
Q F- APPROACHES SHALL BE SET TO FINISH
480 (n GRADE. MANHOLES LOCATED IN
= UNIMPROVED AREAS ARE TO BE SET A
LIJ MINIMUM OF 6" AND A MAXIMUM OF 12"
Z ABOVE FINISH GRADE, OR MUST HAVE
=J 2'DIA. CONCRETE RING POURED AT
470 = W GRADE. WHERE MANHOLES LOCATED IN
U (n PAVED AREAS, COVER MUST SLOPE IN
QLv ALL DIRECTIONS TO MATCH PAVING.
LLJ
460
S=362 126
450
CHECKED FOR COMPLIANCE TO CITY STANDARDS
4.
DATE:
HERITAGE PLAT 09/19/201
SANITARY SEWER EXTENSION PHASE 2 FIELDBOOK:
PAGE:
SE 140TH ST PLAN AND PROFILE. DRAWING NO:
STA. 10+00.00 TO STA. 21 +50.00 SS — 0 6
SHEET: OF:
10 15