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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
S.S.M.H. #H2-31 , TYPE 1 -48"4�
� IINT'X STA. 903+31 .079, ROAD
"D"
STA. 904+80,00, 5.00 RT.
- STA. 700+00.00, ROAD "E"
ROAD A
56
57
S.S.M.H. #H2-32, TYPE 1 -48"0
INT'X STA. 900+00.00, ROAD "D"
PAD PAD
SEE SHEET SS-01 EL.=488.00 EL.=489.50
58 59
PAD PAD
74
75
STA. 905+42.54, 10.00 RT.
„
- STA. 101 +52.00, ROAD A
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EL.=492,80
N EL.=496.10
ROAD E
PAD
EL.=498.10
PAD
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PAD
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SEE SHEET SS-05
EL.=498.80
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oEL.=500.00
901+00
902+00
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SEE SHEET SS-01
SEE SHEET SS-01
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PAD
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EL.=501.60
86
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52
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PPAD
85
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82
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EL.=487.90
PAD
EL.=489.50
PAD PAD
EL.=493.30 EL=494.50
81
PAD
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79
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EL=P4 6.40
EL.=497.60
EL=498.80
PAD
78
EL.=499.50
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INT'X STA. 906+71.39, ROAD "D"
- STA. 25+36.97, SE 140TH ST
MINOR ACCESS
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520
INT'X STA. 900+00.00, ROAD "D"
= STA. 101 +52 00, ROAD "A"
FINISHED GRADE ELEV @ INT. = 487.28
L.P. ELEV
= 486.63
L.P. STA =
900+39.60
PVI STA =
900+50
PVI ELEV
= 486.28
A.D. =
6.85
K =
7.30
50.00' VC
L(7 00
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490
480
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INT'X STA. 903+31.07,
ROAD "D"
H.P. ELEV
H.P. STA =
PVI STA =
PROJECT BOUNDARY
= 501.30
905+66,25
905+62.68
L.P.
L.P,
PVI
ELEV
STA =
STA =
= 50 .92
906+12.82
906+16.39
IN- STA. 906+71.39, ROAD "D"
= STA. 25+36.97, SE 140TH ST
= STA. 700+00.00, ROAD "E"
FINISHED GRADE ELEV @
INT. = 496.88
PVI ELEV
= 501.52
PVI
ELEV
= 50 .71
FINISHED GRADE ELEV @ INT. = 501.81
A. D. _
-3.50
A. D.
= 3.50
K =
14,29
K =
14.29
50.00' VC
50.00' VC
520
PVI STA = 902+25
PVI ELEV = 494.76
00
00
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AK
PROPOSED
GRADE
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= 35 135
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100.00' VC
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ORIGINAL GROUND
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_35 S.S. @ S!3 72%
SDR
331 C.F., 8'0 PAC
470 S.S.M.H. #H2-1 1 , TYPE 1 -48"
RIM = 486.85
I.E. IN = 476.37, 8" 0
I.E. OUT = 476.27, 8" 0
460
900+00 901 +00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN, CALL 1-800-424-5555.
ENGINEERS L�iLJ�C
®CONSULTING
34400 8th Avenue South
10 I I
Suite 205
mil!
Federal Way, WA 98003
FEDERAL WAY (253) 038-6113
www.esmcivil.com
EVERE" (525) 297-9900
ELLENSBURG (509) 962-2608
Civil Engineering
Land Surveying
Land Planning
Public Works
I Project Management
I Landscape Architecture
ESM
JOB # 1352-006-007
902+00
� 490
S_
g" 0 PVC SDR-35 S.S.
154 L.E., 1.94�
@
IF71
S.S.M.H. H2-31 TYPE 1-48" 1 S.S.M.H. H2-32 TYPE 1-48" 480
RIM = 499.76 RIM = 500.90
I.E. IN = 491.99, 6"0 I.E. IN = 493.13, 6"0
I.E. IN = 491.86, 8" 0 I.E. OUT = 492.90, 8" 0
I.E. OUT = 491 .76, 8" 0
52 L.F.,
S.S.M.H. H2-30 TYPE 1-48" 8"0 PVC 470
RIM = 496.68 SDR-35 S.S.
I.E. IN = 488.78, 8"0 @ S=1.99%
LE, OUT = 488,68, 8" 0
460
903+00 904+00 905+00 906+00 907+00 S 3 6 2 1
Kr
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
FC43175 �� 3 1ST REVISION
/STER,� 4 REVISED MYLAR SUBMITTAL
S��NAL ENG` �19�13 N0, REVISION
9
SCALE: 1"=50' HORIZ.
1 "=10' VERT.
50 25 0 50 100
IF
S.E, 133RD STREET
a, BRIARW00
00 LEMENTAR T
=134THSTREET
T� _l _ T�C
S.E. 136TH STREET
LIBERTY_
H,S. _
(n (n V
r*1 m
D
S.E. 140TH STREET
m
S.E. 144TH STREET
MAYWOOD
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.
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH @ END
OF STUB
ELEV. @
S.S. MAIN
DOWNSTREAM
S.S.M.H.
56
489.00
483.00
478.50
S.S.M.H. H2-11
57
490.50
484.50
481.54
S.S.M.H. H2-11
58
493.80
487.80
482.40
S.S.M.H. H2-11
74
499.10
493.10
490.32
S.S.M.H. H2-30
75
499.80
493.80
490.80
S.S.M.H. H2-30
76
501.00
495.00
491.99
S.S.M.H. #H2-31
77
502.60
496.60
493.13
S.S.M.H. H2-32
79
500.50
494.50
491.99
S.S.M.H. #H2-31
80
1 499,80
493.80
490.37
S.S.M.H. #H2-30
81
498.60
492.60
489.89
S.S.M.H. #H2-30
82
497.40
491.40
487.31
S.S.M.H. #H2-11
83
495.50
489.50
486.46
S.S.M.H. #H2-11
84
494.30
488.40
482.56
S.S.M.H. #H2-11
85
1 490.50
484.50
482.00
S.S.M.H. #H2-11
86
1 488.90
482.90
478.68
S.S.M.H. #H2-11
CHECKED FOR COMPLIANCE TO CITY STANDARDS
R
G?,�� /�!�► � zo 13
ESM 09/18/12 SURVEYED: SCALE: VERTICAL: NAVD 1988
DATE:
ESM °� 25 113 •� »_�• HORIZONTAL: NAD 1983/1991 CITY T HERITAGE PLAT 09/19/201"
DESIGNED AGEB°D<:
DRAWN:
Nc R E N TO I� SANITARY SEWER EXTENSION PHASE 2 P
ESM Ot%28/13 e
ESM 09/10/13 DIMI ONE INCH ( DATUM _ ROAD D PLAN AND PROFILE: DRAWING NO:
ESM 09/19/13 CHECKED-u, AT FULL SCALE P((7iil� ing/BulIding/Public Works Dept. STA. 900+00.00 TO STA. 906+71.39 SS-04
AJM IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY ,., SHEET: 8 OF:15
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