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INT'X STA. 900+00.00, ROAD "D"
- STA. 101 +52.00, ROAD "A-
S.S.M.H. #H2-11
SEE SHEET SS-01
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. JH2-31 , TYPE 1-48"0
INT'X STA. 903+31.079, ROAD "D"
STA. 700+00.00, ROAD "E" STA. 904+81.05, 4.64' RT.
ROAD A 56 57
R PAD PAD 58 59 74 75 S.S.M.H. #H2-32, TYPE 1-48"�
SHEET SS-01 EL.=488.0o EL.=489.50 EL.=492.80 ROAD PAD PAD 7 ���
PAD ij rNJ rn r}� n n n nn or
+ O EL.=496.10 E EL.=498.10 EL=498.80 PAD
o + + SEE SHEET SS-05 EL.=500.00 ST 10.3I ' RT.
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86
PAD
85
84
83
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EL.=487.90
PAD
PAD
PAD
EL.=489.50
EL.=493.30
EL.=494.50
PA
EL.=47
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 n f ) a
EITHER EXPRESSED 0 I P D. azaes Jam°
• rbHAt 1 S
/�• �'
DATE: 7-
S.S.M.H. #H2-30, TYPE 1-48.0
?T4. 99z3 'Z26 n7, c nn RT
STA. 903+26.12, 5.74' RT.
8"0 S.S 51.9 -5z L.F.,
8"s� S.S
81 '
PAD 80 79 1PAD + i
EL=497.60 EL.=498.80 PAD
78
EL=499.50 I
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INT'X STA. 906+71.39, ROAD "D"
STA. 25+36.97, SE 140TH ST
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530 1
520 1
INT'X STA. 900+00.00, ROAD "D"
STA. 101 +52.00, ROAD "A"
FINISHED GRADE ELEV ® INT. = 487.28
500
490
I �
470
460 1
WARNING:
i HE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
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
INT'X STA. 903+31.07, ROAD "D"
= STA. 700+00.00, ROAD "E"
FINISHED GRADE ELEV 0 INT. = 496.88
PVI STA
= 902+25
PVI ELEV
= 494.76
A. D. _
-2.85
K =
35.13
100.00' VC
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VC SDR-35 S.S. S 3.53%
332 2' � E 8
p
S.S.M.H. #H2-1 1 . TYPE 1 -48"
RIM = 486.65
I.E. IN = 476.37-, 8"0 476.58 (N)
I.E. OUT = * 6-27; 8"0 476.47 (S)
I.E. IN = 476.49, 8" 0 (E)
900+00
901 +00
® CONSULTING ENGINEERS LLCI
Avenue South
Suite 205 I ® I I 1
Federal Way, WA 98003
FEDERAL NAY (253) 87!}�-6113
www.esmcivil.com �E7 (425 297-9900
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #1352-006-007
902+00 903+00
L
PROJECT BOUNDARY
H.P. ELEV = 501.31 L.P. ELEV = 500.95
H.P. STA = 905+67.09 L.P. STA = 906+13.26
PVI STA = 905+62.68 PVI STA = 906+18.54 INT'X STA. 906+71.39, ROAD "D"
PVI ELEV = 501.52 PVI ELEV = 500.73 = STA. 25+36.97, SE 140TH ST
A. D. _ -3.40 A.D. = 3.55 FINISHED GRADE ELEV 0 INT. = 501.81
K = 14.71 K = 14.08
50.00' VC 50.00' VC
520
00
00
N
N� 7
N
PROPOSED GRADE
®�
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0
Iin
510
>
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ORIGINAL GROUND
m
m
500
8"0 PVC SDR-35 S.S.
S
154.9 ®
1%
S.S.M.H.
H2-31 TYPE 1 -48"
RIM =
499-:�6
I.E. IN
= ° 9T9 1 .99, 6" 0 491.64 (NW)
I.E. IN
= 491-$6, 8 "0 491.38 (SE)
I.E. OUT
=-491.76 8"0 491.24
(W)
I.E. IN
= 491.48, 6" 0 (S)
S.S.M.H. #H2-30,
TYPE 1-48"
RIM = 496.68
I.E. IN = 48848,
8" 0 488.31 (E
I.E. OUT = 488,68,
8"0 488.23 W)
I.E. IN = 488.36, 8"0 (N)
2 MYLAR SUBMITTAL
3 1 ST REVISION
4 REVISED MYLAR SUBMITTAL
42334 O 5 ASBUILT SUBMITTAL
c/STI: 6 ASBUILT MYLAR
s��NAL ., I.. NO. REVISION
904+00 905+00
4
S.S.M.H. H2-32 TYPE 1 -"0
RIM = 3E)E).9E)
I.E. IN = 493.1-3 6"0 492.84 (NE)
I.E. OUT = 492.99, 8"0 492.59 (NW)
51.9
-5-27 L.F.,
8" 0 PVC 470
SDR-35 S.S.
2.33%
ESM
01/28/13
SURVEYED:
ESM
D9/10/13
DESIGNED
ESM
09/19/13
ESM
06/24/14
DRAWN: 0M
ESM
07/16/14
CHECKE �w
BY
DATE
APPR
APPROVED:
906+00
460
907+00
SCALE: 1„=50' HORIZ.
1 =10 VERT.
50 25 0 50
S.E
y S.E. 1341H STR�E
--
S.E. 136iF1 srr,tEEr �C
C
LIBERTY
H.S. _
1/1 N yJJ
rn m 3
MAYW000
M.S.
KEY MAP
NOT TO SCALE
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 0 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.
5-362167
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
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
1 501.00
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. #H-31
80
499.80
493.80
490.37
S.S.M.H. H2 _
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
'3
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
490.50
484.50
1 482.00
S.S.M.H. H2-11
86
488.90
482.90
478.68
S.S.M.H.H2-11
NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
SCALE: DATE:
VERTICAL NAVD 1988 ! HERITAGE PLAT 07/16/201
1 =sot HORIZONTAL: NAD 1983/199? :7 C1 T Y OF
.� SANITARY SEWER EXTENSION PHASE 2 PAGE::
R E TO N ROAD D PLAN AND PROFILE: DRAWING NO:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. STA. 900+00.00 TO STA. 906+71.39 - SS-04
IF NOT ONE INCH
SCALE ACCORDINGLY SHEET: IF:
1
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