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S.S.M.H. #H2-14, TYPE 1-48"0 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
STA. Z92 I GG 18 1:4- 5
STA. 302+66.37, 9.95' LT. PAD PAD S.S.M.H. #112-18, TYPE 1-48"0
" 4 EL.=495.10 TRACT TRACT EL.=4a96.40
00 AfN D 'y j / 29 SEE NOTE 4 THIS SHEET
S.S.M.H. H2-13, TYPE 1-48 0 PAD O PAD
cT inn nn Gn 9.94 T� EL.=495.60 O+ "I /
/ EL.=496.10 31 STA. 306+PAD 6 4, 85.74'
-\- TORM DRAINAGE / o
STA. 302+21.62, 10.57' LT. OXO ��' a � x EL. 494.90
FACILITY_ D s
3 �94 L.F. ,105. 7 11�
PAD 0 8"0 S.S 32
EL.=496.30 z - - - - - 150.4 S.S.M.H. H2-20, TYPE 1-48"�
1116. +5- L.F., EL.495.40 L.
,X 8"0 S.S 8, 0 0)
G4-A.. ;9 'T 59.94, 8.24T .
�8 1.7 STA. 30 50.65, 9. ' LT.
220.7 2 � � L.F., _'" - 33
PAD
-.+9• L.F., PAD
EL.=498.60 X�2 / O+8�. � 6 304+0 305+00 306 ` ` EL 495.90 S.S.M.H. JH2-21, TYPE 1-48"0
8"0 S. S / PAD STAn.. - 24 . --�
1 7 66.6496.00 �� 4 STA. 308+ 18.42,
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EL 499.50 moo g`S AD
8 S.S ^� ' CV O ZFILP497 10
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S.S.M.H. fH2-12
SEE SHEET SS-01
INT'X STA. 300+00.00 ROAD "C"
STA. 103+92.01, ROAD "A"
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 OR IMP IED
%� ) A,
DATE s
7
PAD
x13 EL.=497.00
8D
EL.=499.00
O�
PAD
P G>� EL.=499.90
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55 20
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500
490
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INT'X STA. 300+00.00, ROAD "C"
= STA. 103+92.01, ROAD
"A"
FINISHED GRADE ELEV 0
INT. = 501.19
PVI STA = 300+78.92
PVI ELEV = 499.61
A.D. _ -1.00
K = 49.86
50.00' VC
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EL.=4965.20
27
PAD
EL.=496.80
S.S.M.H. fH2-15, TYPE 1-48"0
ST-A. 4.99 14.
STA. 303+30.23STA. 303+30.23, 5.94' LT.
d + +
C) d' + r O
,+ O 2 78.1 �$ L.F., O
25 24 2 PAD 8"0 S.S
EL.=497.40 EL.=495.9075.0 OX
PAD PAD PAD EL.=494.90 21
PAD EL.=496.60 -7L F J PAD
EL.=497.30 8"0 S S EL.=495.10
70.5 78 L.F.,
8"0 S.S
20
PAD Oki$
EL.=497.60
77.6 78- L.F.,-
8"0 S.S
19
102.3
S.S.M.H. #H2-16, TYPE 1-48"0 S.S.M.H. #H2-17 TYPE 1-48"0 tee L.F.,-
STA ZnA G 1 T nn STA.
�3aGy_Z�6.nT� "
8 0 S.S
STA. 304+52.82, 4.38' LT. STA. 306+03.23, 3.39' LT.
N
O
S.S.M.H. #112-19, TYPE 1-48" 0 I '
1
STA. 306+76.18, 10.69' LT.
W
MINOR ACCESS ")AD C v
5x
35
PAD
EL.=497.50
S.S.M.H. #112-22, TYPE 1-48"0
STA 4
98 1 92 66 19.99 L4.
Ok00 STA. 308+93.33, 8.60' LT.
36
S.S.M.H. 1112-23
SEE SHEET SS-02
SCALE: 1"=50' HORIZ.
1 "=10' VERT.
5- -5 0 50 100
O
1 in (n
0 0 L
UJ
- x
W INT'X STA. 309+98.38 ROp
W = STA. 1 1 1 +53.71, ROAD "B"
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L.P. ELEV
= 495.07
L.P. STA =
302+75.03
PVI STA
= 302+60
PVI ELEV
= 494.17
A.D.
= 5.00
K =
29.98
150.00' VC
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PROPOSED GRADE
M
@
H.P. ELEV
= 497.56
H.P. STA =
304+66.79
PVI STA =
304+66.79
PVI ELEV
= 498.31
A.D. _
-4.00
K =
37.50
150.00' VC
L.P. ELEV
= 495.09
L.P. STA =
306+70.73
PVI STA
= 306+60
PVI ELEV
= 494.45
A.D.
= 3.50
K =
42.86
150.00' VC
00 00
to
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(� +
+
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105.7
J
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w
+64- L.F.,
8"0 PVC
�j
w
SDR-35 S.S.
@ S=4.64%
4.56%
-2.00%
220.7 0.32% 150.4 +Se- L.F. ,
2+9 L.F., 8"0 PVC SDR-35 S.S. @ 5=� -- 8 V - 75.0 7� L.F., 78.1 8"0 L.F.,
66.6 -&6- L.F. , 110.6 t-�r-r L• r . , @ S =$ 0.45% 8"0 PVC 8 "0 PVC
8"0 PVC 8"0 PVC SDR-35 S.S. SDR-35 S.S. SDR-35 S.S.
S.S.M.H. H2-13 TYPE 1 -48" SDR-35 SS @ S=�'0% 0.37% S.S.M.H. H2-17 TYPE 1-48" @ S=9-49% @ S=�'fr
_ S.S. RIM = ^ ^ RIM -�C 0.39% 0.35%
® S=4 % [S.S.M.H. H2-15 TYPE 1 -48" I.E. IN = 48443, 8"0 483.77 (NW)
482.10 S) I.E. IN = 482.21 --, 6"0 -�52- L.F., 0.35% ^��9z3 8"0 483.68 (SE)
481.86 NW) I.E. IN = �� 8"0 8"0 PVC RIM = 495.43 I.E. OUT = .�
481.77 E) I.E. OUT = 481-8, 8"0 SDR-35 S.S. 482.47 (NW) I.E. IN =-48z2.76,,- 8"0 I.E. IN = 483.76, 8"0 (N)
@ S-�% 482.37 S) I.E. OUT = 482.66,- 8"0
0.31 % RIM = 496.86
S.S.M.H. H2-18 TYPE 1-48
S.S.M.H. H2-1 2 TYPE 1 -48" S.S.M.H. 112-14 TYPE 1 -48" 1 S.S.M.H. H2-16 TYPE 1 -48" RIM = 496.86
RIM = 5(3E).93 RIM = 494.9-1 RIM = 497-43- I.E. IN = ,489.99; 6"0 488.81 (SW)
481.07 W I.E. IN = 481.19, 8'0 I.E. IN = 482-48, 8 0 482.14 (N) I.E. IN = 453-33; 8 0 483.00 (NW)
I.E. OUT = 488.86 8"0 488.59 (E)
480.83 S I.E. OUT =-48.1-@1 8"0 I.E. OUT = �3$ 8"0 4 .0 SE I.E. OUT = 8"0 482.90 SE - - "
300+00 301 +00 302+00 303+00 304+00 305+00 306+00 307+00
Co, .l L T I N G ENGINEERS L L (, m.2 MYLAR SUBMITTAL ESM 01/28/13 SURVEYED:
3340C 6[h Avenue out ( �f " 3 1ST REVISION ESM 09/10/13 DESIGNED:
Suite 205
WARNING: Federal Way, WA 98003 4 REVISED MYLAR SUBMITTAL ESM D9/19/13
FEDERAL WAY (2S3) 678-6113
THE UTILITY LOCATIONS SHOWN www•esmcivil.com '�) N' / - 4 4 O 5 ASBUILT SUBMITTAL ESM 06/24/14 DRAWN: OCL
Civil Engineering Land Surveying Land Planning.
ARE APPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architectur, r s'�' �sTE ' 6 ASBUILT MYLAR ESM 07/16/14 CHECKED!
AM
UNKNOWN. CALL 1-800-424-5555. ESM JOB 1352-006-007L N0. REVISION BY DATE APPR APPROVED:
aJ-,
470
INT'X STA. 309+98.39 Rnan "r`"
STA. 1 1 1 +53.71,
FINISHED GRADE ELEV 0 INT. = 499.59
0 520
00
+
0
ORIGINAL GROUND
II 510
J
w
o_
nnof 500
490
70.5 -7& L.F.,
77.6 7& L.
102.3 43 L.F.,
8 0 PVC SDR-35 S.S.
8"0 PVC
8��0 PVC
@ S=%
S.S.M.H. #H2-23. TYPE 1-48"
RIM = 3
SDR-35 S.S.
SDR-35 S.S.
0.42%
@ S-&4E)%
@ S-0.40
I.E. IN = 486.14, 8"0 486.06 N)
0.50%
0.46%
I.E. OUT = 64;8"0 485.89�W
I.E.
IN = 486.10, 8,. 0 (S)
S.E. 1Mm STA
r1E1r I--
S.E. 134TH STREET
to � ��-
S.E. 1 xM
LIBERTY
H.S.
to N
S.E.
u
m
PS714TI�
r'
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 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.
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
1
500.50
494.50
481.37
S.S.M.H. H2-12
2
499.60
493.60
481.68
S.S.M.H. H2-12
3
497.30
491.30
481.79
S.S.M.H. H2-12
4
496.60
490.60
482.21
S.S.M.H. H2-13
5
496.10
490.10
482.20
S.S.M.H. H2-13
6
497.00
491.00
482.22
S.S.M.H. H2-12
7
498.00
492.00
481.78
S.S.M.H. H2-12
8 1
500.00
494.00
481.65
S.S.M.H. H2-12
9
1 500.90
494.90
481.34
S.S.M.H. H2-12
20
498.60
492.60
485.46
S.S.M.H. H2-21
21
496.10
490.10
485.35
S.S.M.H. #H2-20
22
495.90
489.90
484.21
S.S.M.H. #H2-17
23
496.90
490.90
483.99
S.S.M.H. #H2-16
24
497.60
491.60
483.70
S.S.M.H. #H2-16
25
498.40
492.40
483.60
S.S.M.H. #H2-16
26
498.30
492.30
483.26
S.S.M.H. #H2-15
27
497.80
491.80
483.15
S.S.M.H. #H2-15
28
497.20
491.20
483.00
S.S.M.H. #H2-15
29
497.10
491.10
489.09
S.S.M.H. #H2-17
30
497.40
491.40
488.94
S.S.M.H. #H2-18
31
495.90
489.90
484.38
S.S.M.H. #H2-17
32
496.40
490.40
484.65
S.S.M.H. #H2-19
33
496.90
490.90
485.10
S.S.M.H. #H2-20
34
498.10
1 492.10
485.35
S.S.M.H. #H2-21
35
498.50
1 492.50
1 485.71
S.S.M.H. #H2-21
S.S.M.H. H2-22 TYPE 1 -48
I.E. IN = 4SrG3,, 8"0 485.46 (NE) 470 AS -BUILT
I.E. OUT = -485.55; 8 0 485.35 (SW)
S.S.M.LJ TYPE 1 -48" I.E. IN = 485.55, 6"0 (W) CHECKED FOR COMPLIANCE TO CITY STANDARDS
RIM = 495.64• S.S.M.H. H2-21 TYPE 1 -48"
I.E. IN = 484.9,1 6"0 484.48 E RIM = 496.65- NOTE:
I.E. IN = 484.84, 8"0 484.49 �N I.E. IN =48S.z3Sr 6"0 485.08 �NW� SANITARY SEWER MANHOLE RIM
I.E.T = "0 4 4 4I.E. IN = "0 484.99 NE GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
308+00 309+00 310+00 ASPHALT
SCALE.
VERTICAL: NAVE) 1988
1 s30 9 HORIZONTAL: NAD 7983/1991 �R CITY OF HERITAGE PLAT
3/1� REN TON SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38
IF NOT ONE INCH
SCALE ACCORDINGLY.
6
DATE:
07/16/201
FIE DK:
-KAriiNG NO:
SS-03
SHEET: 7 OF:15
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