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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
1ARTH AVE SE 169TH AVE SE
PID # 7229800055 PID # 7229800060 1 PID # 7229800310 i PID # 7229800315 PID # 7229800320 PID # 7229800325 PID # 7229800330
HOUSE #16804 VACANT LOT VACANT LOT i HOUSE #16916 HOUSE #16936 HOUSE #16940 HOUSE #13851
S.S. 1 FINISHED FLOOR ELEV.=472t I ( FINISHED FLOOR ELEV.=472f FINISHED FLOOR ELEV.=474f FINISHED FLOOR ELEV.=480t FINISHED FLOOR ELEV.=487t
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EX. S.S.M.H. #H1 -10, TYPE 1 -48"0 °I— --- _ + 8�0
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STA, 1 +44.63, 4.78 RT. r"' _ _ - - — _ _ �7_ _ _ �,--____ ---- _ --�- �00— � o
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EXISTING- EXISTING 12" 290 L.F., --- —
GATE CONC. CULVERT 8"0 S.S GAS 1 1 1 „ _% 241 L.F., - --- H
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1 PAVEMENT GAS 400 L.F., J
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I 1 8"0 S.S =
I I INT'X STA. 4+39,57, SE 140TH ST
W
- 169TH ST SE
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PID # 7229800066 PID # 7229800065 I PID # 7229800210 PID # 7229800205 PID # 7229800200 LIJ
HOUSE #16805 HOUSE #14005 VACANT LOT VACANT LOT VACANT LOT VI
FINISHED FLOOR ELEV.=472t FINISHED FLOOR ELEV.=472t
500
490
:0
470
460
450
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
1 +00
PID # 7229800195
HOUSE #14011
S.S.M.H. #H2-01, TYPE 1-48" 0 S.S.M.H. #H2-02, TYPE 1-48" 0 FINISHED FLOOR ELEV.=484t
STA. 5+23.51 , 5.00 RT. STA. 9+23.51 , 5.00 RT.
SE 140TH ST
INT'X STA. 4+39.57, SE 140TH ST
169TH AVE SE
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290 L.F., 8"0 PVC SDR-35 S.S. @ S=0.40%
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I.E. IN = 462.01, 8"0
2+00
®CONSULTING 34400 8th Avenue South ENGINEERS L L C
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com EVERE,r (425) 29 —8400
MENSOURG (509) 962-2608
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB # 1352-006-007
�t3t•I•l
4+00
ORIGINAL GROUND
® CL
241 L.F., 8" 0 PVC SDR-35 S.S. @ S=0.40%
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RIM = 470.56
I.E. IN = 463.27, 8" 0
I.E. OUT = 463,17, 8" 0
5+00
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00
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i
400 L.F., 8" 0 PVC SDR-35 S.S. @ S=0.56%
48" I S.S.M.H. #H2-02, TYPE 1 -48"
RIM = 471.85
I.E. IN = 464.33, 8" 0
I.E. OUT = 464.23, 8"0
6+00
7+00
0 FIRST SUBMITTAL ESM 09/18/12 SURVEYED: SCALE:
VERTICAL: NAVD 7988
1 SECOND SUBMITTAL ESM 01%25/13 DESIGNED: 1 0
'50 • HORIZONTAL: NAD 1983/1991
2 MYLAR SUBMITTAL ESM 01/28/13 on
3 1 ST REVISION ESM 09/10/13 DRAWN: �L
4 REVISED MYLAR SUBMITTAL ESM 09/19/13 CHECKED:♦ ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
DR APPROVED: SCALE ACCORDINGLY
N0. REVISION BY DATE APB
500
490 O O
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480 O w
470 V) 2
W 0
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= W
460 V)
�w
450
10+00
&R
CI Y O E
RENTON
Planning/Building/Public Works Dept.
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
S.E. 133RD STREET
a BRtARW00D
co LEMENTA F-
S.E. 134TH STREET
S.E. 1
6TH STREET ��-�-_--
-`O-I
LIBERTY
H.S. '1
N D v
D
S.E. 140TH STREET
N
I
S.E. 144TH1 (STREET
MAYW00D
M.S.
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-09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH @ 2%
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.
S=362 128
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 1 +00.00 TO STA 10+00.00
09/19/201
PAGE
DRAWING NO:
SS-08
SHEET: OF:
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