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WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
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 83 82 81
80 79 7
PROJECT BOUNDARY CE INT'X STA. 25+36.97, SE 140TH ST
STA. 906+71.39, ROAD "D"
i
360.7
-3fifi L.F.
8"0 S.S
PID # 7230200100 PID # 7230200110
HOUSE #17415 HOUSE #17425
FIRST FLOOR FIRST FLOOR
ELEV.=489t ELEV.=492t
S.S.M.H. #H2-09, TYPE 1-48" 0
.
STA. 23+50.38, 8.75' LT.
77
46+0o
78PAD EL.=501.60 r ---�
2f+ 7.55
236.0
r
�T
PROPOSED EDGE OF
1
8 0 S.S
PAVEMENT
I
PID # 7230200120
PID # 7230200130
PID # 7230200140
I
I
PID # 7230200150 i I
HOUSE #17433
HOUSE #17441
HOUSE #17443
HOUSE #14025
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
FIRST FLOOR
ELEV.=495t
ELEV.=496t
ELEV.=499f
ELEV.=501 f
IS.S.M.H. #H2-10, TYPE 1-48" 0
STA. 25+86.38, 9.20' LT.
SE 140TH ST
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LO
LO
INT'X STA. 25+36.97, SE 140TH ST
= STA. 906+71.39, ROAD "D"
FINISHED GRADE ELEV 0 INT. = 501.87
530
PVI STA = 23+46.54
PVI ELEV = 498.67
A. D. _ -2.89
K = 69.11
520 200.00' VC
H.P. ELEV
= 502.21
H.P. STA =
25+87.06
PVI STA =
25+87.06
PVI ELEV
= 502.74
A.D. _
-3.38
K =
36.93
125.00' VC
co
00 UO (0 U? 00
M N t0
O� + L0 Ci LO
t1� 510 n 00
+ O N J U w
r W + 0) W m
.(f) PROPOSED GRADE v w
can 500 0
U) _
Z0 _ ORIGINAL GROUND
490 9 �/ PVC SDR-35 S.S. 0 S=1a a
= L.F., 8„0
U Cn % 236.0
Q W @
DR_35 S.S
V)
48S.S.M.H. 02-10, TYPE 1 -48" 1
360.7 RIM = 561.97
470
22+00
23+00
I.E. IN = 49.4.28 6"0 494.17 (N
I.E. OUT = 493.9-:, 8"o 493.83 (W)
S.S.M.H. #H2-09, TYPE 1-48"
RIM = 497.71-
I.E. IN = 489.81 8"0 490.11 (E
W) I.E. OUT = 1, 8" 0 489.99
24+00
i111Au1 _ C O N S U L T I N C. V G I N E E R S_ '. I'
33400 W Avenue SGXh I ® I 1 ("
2
MYLAR SUBMITTAL
3
1 ST REVISION
Suite 205
- 4
5
REVISED MYLAR SUBMITTAL
Federal Way, WA 98003
Fl11ER/iL WAY (253) E31-6113 �
www.esmcivil.com EVERM (425) 297-WW
42334
Civil Engineering Lond Surveying Land Planning C/
Public works I Project Management I Landscape Architecture Sl�`' `
ESM JOB # 1352-006-007 s� L
ASBUILT SUBMITTAL
6
ASBUILT MYLAR
No.
REVISION
25+00
26+00
ESM
01/28/13
SURVEYED:
ESM
09/10/13
DESIGNED:
M
ESM
09/19/13
ESM
06/24/14
DRAwN. 0M
ESM
07/16/14
CHECK A�
BY
DATE
I AP PR
APPROVED:
STA. 26+67.55, SE 140TH ST
END IMPROVEMENTS
ELEV = 500.64
530
520
00
+ o
U' 510
�Iw
500
490
E:i
470
1
SCALE: 1M=50' HORIZ.
1 =10' VERT.
50 25 0 so 100
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED OAR IMPPlLIE .
+ k
DATE
NOTE:
S.E. 133RD STREET
�E
y' S.E. 1347H STREET
rn
1
m S.E. 1367H
2
LIBERTY
H.S.
1n N
m
rKM I
U L rn
I�S E. 1441H STRttT
MAYWOOD
M.S.
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=362 170
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
78
502.60
496.00
494.20
S.S.M.H. #H2-9
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
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CHECKED FOR COMPLIANCE TO CITY STANDARDS
o
0 0
74 c
D
m
SCALE:
1 sue. HOR ZONTAL NA) 1983/19131 CITY E H E R I TAG E PLAT 07/16/201
SANITARY SEWER EXTENSION PHASE 2 FIELDBOOK:
RENTON SE 140TH ST PLAN AND PROFILE: oRAWINGNO:
I ONE INCH I DATUM SS-07
IF NO FULL
SCALE
CA E Planning/Building/Public Works Dept. STA. 21 +50.00 TO STA. 26+67.55 JJ
SCALE ACCORDINGLY
SHEET: 1 1 OF:1
° '3 -- 13 cif' / 7 6