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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. 302+66.181 8.75' LT, 5
PTRACT PAD S.S.M.H. #H2-18, TYPE 1-48"0
4 TRACT '/ �y 29 EL.=4
EL.495.10 096.40
STA, 306+60.04, 86.14 LT.
S.S.M.H. #H2-13, TYPE 1 -480 PAD o w.y /� SEE NOTE 4 THIS SHEET
STA. 302+20.60, 9.94 LT. EL.=495.PAD
60 0+ N �- �� / EL. 496.10 O O
0)( �\ _ __STORM DRAINAGE 3 p
�� ��, FACILITY D� �X6Q EL.=494.90
�f
3 104 L.F.,
PAD Q 0 8"0 S.S 32
EL.=496.30 -
150 L.F., 0) PAD S.S.M.H. H2-20, TYPE 1-48"0
Q 117 L.F., � � EL.=495.40
TxQ) 8"0 S.S 8 S.S STA. 307+50.93, 8.24 LT.
2 `r) 52 L.F., 33
219 L.F.EL. P4 8.60AD ,x�J / O+8„0 S.S 304`�0 305+OG 300 0 ` PAD
8"S.., 6 --+--- "-" EL.=495.90 S.S.M.H. #H2-21 , TYPE 1-48"0
/ PAD STA. 308+17.82, 8.24 LT,
1 7 EL.=496.00 _ 1)
PAD oQ / xQ 66 L.F., O 4
EL�X
=499.50 /8"0 S.S � N EL P49710
S.S.M.H. #H2-12
SEE SHEET SS-01
INT'X STA. 300+00.00, ROAD "C"
STA. 103+92.01 , ROAD "A"
PAD
X12 EL,=497.00
PAD
EL.=499.00
x00 0�
9
P
EL.=499.90
Q
C3
28 +
PAD
EL.=4965.20 27
PAD
EL.=496.80
S.S.M.H. #H2-15, TYPE 1 -48" 0
STA. 303+29.66, 7.00 LT.
S.S.M.H. #H2-16, TYPE 1-48"0
STA. 304+52.97, 5,00 LT.
rn + +
r 0
o + +
0 0 78 L.F., o0
2 p 24 2 D 2 D 8„0 S.S ox
6 EL.=497.40 PAD EL.=495.90 EL.=494.90 21
PAD EL.=496.60 75 L.F.,-J PAD
EL=495.10
EL.=497-30 8"0 S.S
70 L.F.,
8"0 S.S
20PAD
ok��
EL.=497.60
78 L.F.,-
8"4 S.S
19
S.S.M.H. #H2-17, TYPE 1 -48" 0 103 L.F.;
STA. 306+03.38, 5.00 LT. 8"0 S.S
ON
S.S.M.H. #H2-19, TYPE 1 -48"0 �
STA. 306+76,10, 10.00 LT. m
0 � _
OW
MINOR ACCESS ROAD C v
00 .
>x
35
PAD
EL.=497.50
S.S.M.H. #H2-22, TYPE 1 -48 0
STA. 308+92.66, 10.00 LT.
� k�o
r 36
S.S.M.H. #H2-23
SEE SHEET SS-02
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
N
O
m
o Q
O W
- t=
W INT'X STA. 309+98.38 ROA
LLJ = STA. 1 1 1 +53.71, ROAD "B"
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INT'X STA. 300+00.00, ROAD "C"
= STA. 103+92.01, ROAD "A"
FINISHED GRADE ELEV @ INT. = 501.19
530
PVI STA = 300+78.92
PVI ELEV = 499.61
A.D. _ -1.00
K = 49.86
520
50.00' VC
N
� N
+ o o
O
o
510
J a
c� w
m > w
w
500
490
SDR-35 S.S. @ S=0.40%
219 L.F., 8"0 PVC
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
480 JIF66
L.F.,
8" 0
PVC
S.S.M.H. H2-13 TYPE 1-48"
SDR-35
S.S.
RIM
= 495.37
@ S=0.40%
I.E.
IN = 482,21, 6"0 52
L.F.,
I.E.
IN = 482,08, 8" 0 8" o
PVC
I.E.
OUT = 481 ,98, 8"0 SDR-35 S.S.
470
@ S=0.42%
S.S.M.H. H2-12
TYPE
1-48" S.S.M.H. H2-14
TYPE 1-48"
RIM = 500.93
RIM = 494.91
I.E. IN = 481 .1 1 ,
8" 0
LE. E. IN = 482.40,
8" 0
I.E. OUT = 481 .01 8" 0
I.E. OUT = 482.30
8" 0
300+00
301 +00 302+00
303+00
CONSULTING ENGINEERS LLG
Bth Avenue South
U
WARNING
Suite 205
Suite
1 ®
1 14w 1
•
Federal Way, WA 98003
FEDERAL WAY (253) 830-6113
THE UTILITY LOCATIONS SHOWN
www.esmcivil.com
EVERETT (55) 962-2608
ELLENS (509)962-2608
ARE APPROXIMATE ONLY. DEPTH
neer
Civil Engiing Land Surveying
Public Works 1 Pra;eat Management
Land Planning
I Lands°°Pe
Architecture
/i
F
s
UNKNOWN. CALL 1-800-424-5555.
ESM JOB #1352-006-007
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
00 un
Q0 +
� o U-)
w m Li
i
i
150 L.F. ,
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
-104 L.F.,
8" 0 PVC
SDR-35 S.S.
@ S=4.64%
INT'X STA. 309+98.38, ROAD "C"
= STA. 1 1 1 +53.71 , ROAD "B"
FINISHED GRADE ELEV @ INT. = 499.59
� ORIGINAL GROUND
+ Ln
r Ln
o �
> w
w
8 P C7177777,7775 L.F.,
78 L.
70 L.F.,
78 L.F.,
8 o PVC
117 L.F., @ S=0.40% 8"0 PVC
8" 0 PVC
8"0 PVC
SDR-35 S.S.
SDR-35 S.S.
8" 0 PVC SDR-35 S.S. SDR-35 S.S.
SDR-35 S.S.
® S=0.40%
@ S=0 40% S S M H H2-17 TYPE 1 -48" @ S-0 40%
@ S=0.40%
@ S=0.40%
RIM = 495.52
S.S.M.H. #H2-15, TYPE
1 -48" I.E. IN = 484.03, 8"0
RIM = 495.43
I.E. OUT = 483.93, 8" 0
I.E. IN = 482.76, 8"0
S.S.M.H. H2-18
TYPE 1-48"
I.E. OUT = 482,66, 8"0
RIM = 496.86
I.E. IN = 489.09,
6"0
I.E. OUT = 488.86, 8" 0
S.S.M.H. H2-16 TYPE
1 -48" S.S.M.H. H2-19 TYPE
1 -48"
RIM = 497.43
RIM = 494,89
I.E. IN = 483,33, 8"0
I.E. IN = 484,43, 8"0
I.E. OUT = 483.23 8" 0
I.E. OUT = 484.33 8" 0
304+00
305+00 306+00
307+00
0
FIRST SUBMITTAL
ESM
09/18/12
SURVEYED:
1
SECOND SUBMITTAL
ESM
01/25/13
DESIGNED:
2
MYLAR SUBMITTAL
ESM
01/28/13'
3
1 ST REVISION
ESM
09/10/13
DRAWN: DCL
43175
/STERF'�)\�t��� 4
REVISED MYLAR SUBMITTAL
ESM
09/19/13
1 CHECKED- W
'NA L ENS
19/13 N0.
REVISION
BY
DATE
APPR APPROVED:
530
520
Cn
rn
11
w 510
w
0I 1
500
p ,
490
5-362123
103 L.F.,
8" 0 PVC SDR-35 S.S.
@ S=0.40%
S.S.M.H. 112-23 TYPE 1 -48"
RIM = 498.59
I.E. IN = 485.14, 8" 0
I.E. OUT = 485.04, 8" 0
1 S.S.M.H. #H2-22, TYPE 1 -48"
RIM = 497.73
I.E. IN = 485.63, 8" 0 470
I.E. OUT = 485.53, 8"0
S.S.M.H. #H2-20, TYPE 1-48" S.S.M.H. H2-21 TYPE 1 -48"
RIM = 495.64 RIM = 496.65
I.E. IN = 484.97, 6"0 I.E. IN = 485.35, 6"0
I.E. IN = 484.84, 8" 0 I.E. IN = 485.22, 8"0
I.E. OUT = 484.74 8"0 I.E. OUT = 485.12 8"0
308+00 309+00 310+00
SCALE:
VERTICAL: NAVD 1988
1 !sJV HORIZONTAL: NAD 1983/1991 CITY
Y OF
RENTON
ONE INCH _J
A
AT FULL SCALE UM planning,! Building%Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
S.E, 13-3-R.D_ STREET
a, BRIARW00 L
00 LEMENTAR
=134THSTREET
E. 136TH STREET
LIBERTY
H.S.
N N V
_ D
S,E. 14OTH STREET
m
I
144TH STRETTET J
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.
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
500.00
494,00
481.65
S.S.M.H. #H2-12
9
500.90
494.90
481.34
S.S.M.H. #H2-12
20
1 498.60
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
1 498.40
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
492.10
485.35
S.S.M.H. #H2-21
35
498.50
492.50
485.71
S.S.M.H. #H2-21
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD C PLAN AND PROFILE:
STA. 300+00.00 TO STA. 309+98.38
09/19/201
FIELDBOOK:
PAGE:
DRAWING NO:
SS-03
SHEET: OF:
1
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