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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
84 i 80 79 83 82 81 ROAD D 77
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PROJE�T BOUNDARY I INT'X STA 125 +36.97 SE 140TH ST I i x
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PID / 7230200100 PID / 7230200110 PID 111 7230200120 PID // 7230200130 PID / 7230200140 PID 7230200150 1 I I
HOUSE /17415 HOUSE /17425 HOUSE /17433 HOUSE /17441 HOUSE /17443 H: /14025 1
FIRST FLOOR FIRST FLOOR FIRST FLOOR Fla'f FLOOR FIRST FLOOR FIRST FLOOR
ELEV. -4893 ELEV. =492± ELEV. -4051 ELEV. -496t ELEV. -4993 ELEV. -SOIt
TYPE 1 -48 "0" IS,S:M N. #002 -10, TYPE 1
10.00 LT. STA 25 +85.97. 10.00 LT
SE 140TH ST
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22 +00
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INT'X STA.
25 +36.97,
sE 140TH ST
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2 MYIAR SUBMITTAL
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.1/28/13
H.P.
STA = 25+67.07
Will.
PVI
ELEV = 49 GL46
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PVI
ELEV = 502.47
;
DATUM
UNKNOWN. CALL 1 -800- 424 -5555.
ESM JOB #1352 -006 -007
NO. REVISION
A.D. _ —3.0
DATE
APPR Narmowm
GE
I � COAgH°
.D. _ —3.5
K =66.67
K =35.71
200.00' VC
125.00' VC
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S.S.M.H. .
—1:0 TYPE
1 -48"
I.E. IN =
494.20, 6 "0
I.E. OUT
= 493.97, 8
0
S.S.M.H.
—,
—48"
I.E. IN =
9.81, 8 "9
I.E. OUT =
489.71, 8 "0
STA. 26 +67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
510
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0
470
n
SCALE. 1 " -50' NORIZ.
1 - =10' VERT.
50 25 0 SO 100
'i'
rE
INH7000
YS
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 O 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 FlNISH
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.
SANITARY SIDE SEWERS
22 +00
23 +00 24 +00
25 +00
26 +00
MIN. FF
DEPTH O END
ELEV. O
OL
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
78
® CONSULTING ENGINEERS LLC
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ESM
1812
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WARNING:
S° GXI "'^'�°" 1 ® 1 ® 1 *1
surce zos
1 SECOND SUBMITTAL
ESM
1.2513
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2 MYIAR SUBMITTAL
'ESM
.1/28/13
THE UTILITY LOCATIONS SHOWN
www.semcivil.GGm
Will.
ARE APPROXIMATE ONLY. DEPTH
�, ,„ �„� �
tiN.
�75
;
DATUM
UNKNOWN. CALL 1 -800- 424 -5555.
ESM JOB #1352 -006 -007
NO. REVISION
BY
DATE
APPR Narmowm
GE
I � COAgH°
n
SCALE. 1 " -50' NORIZ.
1 - =10' VERT.
50 25 0 SO 100
'i'
rE
INH7000
YS
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 O 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 FlNISH
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.
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF
DEPTH O END
ELEV. O
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
78
502.00
4913.00
1 494.20
S.S.M.H. /142 -9
5- 362121
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF HERITAGE PLAT eM/�fa�
IR ;
REN TON SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE: IS,
Planning /Building /Public Works Dept. STA. 21+50.00 TO STA. 26 +67.55 � O7
e.'"l); s- 3141aI97