HomeMy WebLinkAboutS-362179EX. S.S.M.H., TYPE 1 - -48 "2 Wr� EX. SDCP,
AS —BUILT MH�16 S3222 U) RIM 47503
STA. 900 +08.13, 19.83' LT, IE 472.57' 12 - "CMP
06, Iz
N: 177644,12 _ IE 473 CMP
E: 1321171.41 c' I
RIM = 476.59 ro ° PID 4306500010
MID CHANNEL = 469..30 �, X Q V�� HOU E #16202
(10" PVC (`N) 8" PVC (N)) w" T� FIRST FLOOR ELEV.-481.96
Z
cm
EX. 10" SS
-s
[ r -- -- �= = -c-
28 L.F., 12 "0 PVC
S.S. 0 S =0.50% - -- —
:2
z
N
o-
OL INT.
STA. 900 +13.96, SE 137TF
d-
r
r
a, 12 °CMP (E)
162ND AVE SE
w
Z
POINT #134
o
O
CASED MONUMENT
ii
STA. 901+00.00, 8.00'
N: 177624.10
PID
ADJACENT LANE LINE, THE ENTIRE ADJACENT
E: 1321176.50
#16211
Z
SEE SHEET KEY -SV
FIRST FLOOR ELEV.= 485.23
LU
475
Z w
_jw
X
2
W
V
Q
cc
S.S.M.H. P2 -04, TYPE 1 -4
W
ISTA. 900 +08.67, 8.00' RT.
W
CD
U
Vl
O
U)
_
Q
'0
VJ
(n 495
490
485
4 i ;lwl
475
470
465
460
.--- - - - EX. 12 "CMP 901 +00
56 "CMP
91 L.F., 12 "0 PVC
S.S. 0 S =0.50%
RIM 47
RiM }75.70
IE = 470 95, 12' "CMP (N)
IE = 4G8.77, 36 °C1,1P (E)
IE = 473.55, 12 °CMP (S)'
IF - 171 -52, 8'CMP (S)
8" GAT[ - 469.03
I OVERFLOW TO PRECAST =
475.15
I PID #4306500120
HOUSE #16203
FIRST FLOOR ELEV.= 475.18
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
F,SDCB
= 48 L2'. - 478 -99,
PID 4306500030
PID #4306500020 HOU E #16218
HOUSE #16210 FIRST FLOOR ELEV.= 485.43
FIRST FLOOR ELEV.= 485.59
APPROXIMATE 'NACER LINE LOCATION
f PER FIELD LOCATED PAINT STRIPES
AND VALVES I
c —
—
902 +00 c _ EX. 8 "CMP
—I —
rEX. 12 "('MP
ex. soce
RiM = 478
IE 471.4
IE 469.4
g= s
SDCB
481.19
478.68, 8 "CMP (N)
478.68, 12 'CMP (W))
PID #4306500090
HOUSE #16219
FIRST FLOOR ELEV.= 483.31
=c —
903+000
NOTE:
'61
84
d-
r
r
a, 12 °CMP (E)
m�i
W
�1
5, 36 "CMP (W)
240
L.F., 12"0 PVC
S.S.
0 S =0.53%
S.S.M.H. P2 -05, TYPE
1 -48 "0
STA. 901+00.00, 8.00'
RT.
PID
ADJACENT LANE LINE, THE ENTIRE ADJACENT
14306500110
HOUSE
#16211
FIRST FLOOR ELEV.= 482.50
g= s
SDCB
481.19
478.68, 8 "CMP (N)
478.68, 12 'CMP (W))
PID #4306500090
HOUSE #16219
FIRST FLOOR ELEV.= 483.31
=c —
903+000
O
0
z — O
7: - -- --- c—�= —c yI
_14_ - - - - - -- — O
w w — 0)
904 +00 U)
- LLJ to
— — -- — JW
p'- -- ---- -m p 186 L.F., 10 "0 PVC Q
S.S. 0 S =1.00%
S.S.M.H. P2 -06, TYPE 1-48 "0
STA. 903 +40.00, 8.00' RT.
PID #43065
HOUSE #16227
FIRST FLOOR ELEV.= 483.69
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NOTE:
'61
S.E. 137TH PL. IS A CITY OF RENTON STREET
d-
r
r
ALL TRENCH RESTORATION SHALL BE PER CITY
m�i
W
�1
OF RENTON CURRENT TRENCH RESTORATION
rpI
O
OJ
AND STREET OVERLAY DETAIL. PER SECTION
c0`
`-
CO
7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
�i
Ni
07
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
l01
MI
m
TRENCHING IS WITHIN THREE FEET (3') OF ANY
t0)
d-
OJ
ADJACENT LANE LINE, THE ENTIRE ADJACENT
PID #4306500040
TRAVELED LANE AFFECTED WILL BE REPAVED.
HOUSE #16226
-
40
OJ
FIRST FLOOR ELEV.= 485.23
O
0
z — O
7: - -- --- c—�= —c yI
_14_ - - - - - -- — O
w w — 0)
904 +00 U)
- LLJ to
— — -- — JW
p'- -- ---- -m p 186 L.F., 10 "0 PVC Q
S.S. 0 S =1.00%
S.S.M.H. P2 -06, TYPE 1-48 "0
STA. 903 +40.00, 8.00' RT.
PID #43065
HOUSE #16227
FIRST FLOOR ELEV.= 483.69
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162ND AVE SE
1 EXISTING GROUND a li Id X a X
+W .r
m o Q 1 0 ROAD � j i-ii'� au w w — �n
T
N M !.i ow n 10
1 x 1 1 o
h 1 +d + J T
W
0W m 1 I d
T _. __. __. _ _ 1 -- - _ _1,I - - _ -__O N - O -_- va} W a W
PVC S.S
11 X x
H
3 L.F..
5-0.50 -r hx <x I
(Ip 1 11 rn w rn w 24Q L.F., 12 "0 PVC S.S. �,0 5- 0.53%
RIM 476.15 �VV
I.E. IN = 469.59, 12 "0
I.E. 0 = 469.49,I 12"0
EX. S ,S- M.HTYPE 1 -48 "2
RiM = 476.59 i
I.E. IN = 469.35, 6)"�7 N
I.E. IN = 469.35, 112 "0 E
I.E. OUi = 469 25 1 10"2 W
CONNECT TO EXISTING
S.S.M.H. AND RE- CHANNEL
900 +00
KIM = 41/.'00
I.E. IN = 47� 0.15, 12'
I.E. OUT = 470.05, 1
900 +40 900 +80 901 +20
WARNING: •_"" ,210 I ®I ICI
FBtlB91 WW. WA 98003 eti"�cn m { BN�611a
THE UTILITY LOCATIONS SHOWN WWW.esmcivil.com ,,,�„v i I".
Civil En9In_"n9 I Project IM 9 merit I L nEe M-1, HMVCW r°
ARE APPROXIMATE ONLY. DEPTH °r
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
+
M
O
rn
h
KIM = 484.40
I.E. IN = 471.64, 10 "0
I.E. OUT = 471.41, 12
L.F., 10 '0, PVC S.S. P 5=1.00%
495
490
465
460
SCALE: 1 " =20' HORIZ.
1 " =5 VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
n BRIARWOOD
w ELEMENTARY
SCHOOL
a
1 0
SE 136TH S7 I ❑�
7 J�
SE 137TH PL ��
� 5
1 - 4
a 0[�
LIBERTY �[€
HIGH
SCHOOL
--4T --1
SE 144TH Si
MAYWOOD
MIDDLE
SCHOOL Q
KEY MAP
NOT TO SCALE
S= 361619
CHECKED / FOR COMPLIANCE TO CITY STANDARDS
l 17 111 en,
901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 904 +40
N G'iS�
f / ♦ sumErEe: saxE: w.re:
0 EI1sT SUBMITTa ESM 12/08/11 s2p �" w' °� CITY OF ISSAQUAH SCHOOL DISTRICT �i/11/12
1 SECOND SUBMITTAL ESM M/04/12 • • HAOWIt, wm ,sea /19s1
°`E an � SANITARY SEWER EXTENSION - P2 "�°°°"'
z 1AYlAR suaMmv ESA7 1/11/12 RENTON ME
OMW:
�L t°x�c�I -N_CH- � DATUM wuwwc x°:
CHE0KE4•-. ^* H-5�� Planning /Building /Public Works. Dept. PLAN AND PROFILE: S.E. 137TH ST. SS -01
\ AJM IF NN ONE NCH
�, rV N0. REVISION BY DATE APPR �PN�Ee: _` ^ °tea ° "wtr STA 900 +00.00 TO STA 904 +40.00 9xFET: 5 "'12
C'I s -�3G16 /
O
O
485
O
lqt
+ 04
d' p
01
480
N
'O^^
V/=
475
Z w
_jw
1n
2
470
V
Q
465
460
SCALE: 1 " =20' HORIZ.
1 " =5 VERT.
CONTOUR INTERVAL =2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
n BRIARWOOD
w ELEMENTARY
SCHOOL
a
1 0
SE 136TH S7 I ❑�
7 J�
SE 137TH PL ��
� 5
1 - 4
a 0[�
LIBERTY �[€
HIGH
SCHOOL
--4T --1
SE 144TH Si
MAYWOOD
MIDDLE
SCHOOL Q
KEY MAP
NOT TO SCALE
S= 361619
CHECKED / FOR COMPLIANCE TO CITY STANDARDS
l 17 111 en,
901 +60 902 +00 902 +40 902 +80 903 +20 903 +60 904 +00 904 +40
N G'iS�
f / ♦ sumErEe: saxE: w.re:
0 EI1sT SUBMITTa ESM 12/08/11 s2p �" w' °� CITY OF ISSAQUAH SCHOOL DISTRICT �i/11/12
1 SECOND SUBMITTAL ESM M/04/12 • • HAOWIt, wm ,sea /19s1
°`E an � SANITARY SEWER EXTENSION - P2 "�°°°"'
z 1AYlAR suaMmv ESA7 1/11/12 RENTON ME
OMW:
�L t°x�c�I -N_CH- � DATUM wuwwc x°:
CHE0KE4•-. ^* H-5�� Planning /Building /Public Works. Dept. PLAN AND PROFILE: S.E. 137TH ST. SS -01
\ AJM IF NN ONE NCH
�, rV N0. REVISION BY DATE APPR �PN�Ee: _` ^ °tea ° "wtr STA 900 +00.00 TO STA 904 +40.00 9xFET: 5 "'12
C'I s -�3G16 /