HomeMy WebLinkAboutS-362105w
< J
z O
O
w =
o U
a
}
WM
J
w
Q
a
O
Z
W
X
LLI
W
/I/.L^I
vJ
Ir
r
1Q1-
Z
Q
F-
Q
J
0_
W
0
Q
F-
0=
W
1
EXISTING SD CB
OF SEC 13,14
& 24, TWP 23 N, RGE
5 E, WM,
RIM . 428 00
x. IN Il R
- --
IE 8' CPP 426.12
(NW),
EX. GAS \
1 FUTURE
34 L.F.
-
18"4 PVC SDR -35
S.S.
I 0 S =
0.40%
y
EXISTING SD4
B
RIM � 428.29
1 4 LLYZ Il- 4,
oJl
IE 30" CPP. 1.59
IF 8' CPP-421.59
(W)
(SE)
IE 30" CPP = 4 19.20
(SE)
S.S.M.H. #P2 -02, TYPE 1
STA. 100 +16.14
N: 177449.94
E: 1322486.93
EX. CPP
EX 50" CPP
15' PROPOSED SANITARY
SEWER EASEMENT
- NEX. '" CPP -- - 9Z�(CITY OF RENTON) \
11�r1 FUTURE
S.S.M.H. #P2 -01, TYPE 1 -60 "6
STA. 100 +50.19
( iliA N: 177456.73
E: 1322453.56
I'- FUTURE S.S.F.M.
EX. POWER -
y I Pr
I ' 108 LF, 36 "0 PVC C905 S.S. 0 S = 0.50%
A FHALI
EX, 6" J S. � -
A PORTION
OF SEC 13,14
& 24, TWP 23 N, RGE
5 E, WM,
KING CO, WA
x. IN Il R
8'CHAINLINH FENCE
}
S.S.M.H. #H1 -01, TYPE 1 -72 "0 )
STA. 101+58.37
N: 177564.82
E: 1322449.52
EXISFING S.S.M -N. FUTURE SANITARY
1 (�, RIM = 4213.93 _ / SEWER PUMP STA
` POT OU OF STr+ IC RE , 19 "-
RISER HEIGHT =426,90
11 __
�I 5
EXISTING SS f .H,
r'4 +- 431,98 31.a5 1
t
BOTTOM OF ST'.UCTURL F19.93
BO
�� I �I 11RISER HEIGHT = 426G 99 1
FUTURE 16
18 "0 PVC SDR -35 S.S.
03 = 0 40%y
i
N
S.S.M.H. #P2 -03, TYPE 1-48"0
STA. 100 +00.00
N: 177450.59
E: 1322503.06
(BY OTHERS)
E.X. GAS
102 +00
- - - - -
IM 5.65
F. 0 439.30
F 6 57.95
ST INC SDCB
445. -1
PVC -441.42 (SW)
1 ,IDS= 441 .14 (E)
1 ADS =<3g.61 (E)
"2 'DS =43036 (N)
PVC = 440,61 (N)
15' ADS = 436.33 (SW)
h
x
0
i" Pr /C Q
`�
ER.� GA`
�
x. IN Il R
EX. DOVER
EX. GAS \
\
W
15' PROPOSED
SANITARY SEWER EASEMENT
y
- - -
103+90 259 LF, 30 "0 C905 S.S. 0 S 0.40% toa o0
- - - �FIRE LANE �EDGEPAVEMENT I
Is
EX. 12" ACS -
(Exec s (
'RIM = 443.46
1
EX, 12" ADS -'' S.S.M.H. #H1 -02, TYPE 1 -60 "4
Y STA. 104 +16.99 /STA. 200+00.00
N: 177823.44
EXISTING SDCB
RIM = 142 £80
IE 12' ADS 438-20 (N)
IE 12" ADS 437.99 (S)
IE 6" ADS 441.00 (E)
LIBERTY
HIGH SCHOOL
\ 14 L.F. 10 "0 C900 S.:
\ 0 S = 0.40 %-��%`
S.S. STUB W /CAP
STA. 104 +31.13
N: 177837.35
E: 1322448.97
-.EX, GAS
V \r A
a
q�
�
x. IN Il R
EX. DOVER
EX. GAS \
\
W
15' PROPOSED
SANITARY SEWER EASEMENT
y
(CITY OF RENTON)
�1
1 4 LLYZ Il- 4,
oJl
'W
VI
VA�a �1
Y
x
to t
M�
r�
r' I
4` r;
�4
�I
�I
t
r�
d
;oi
,nl
c
'1
'ik vI
m
WARNING: W000 , 1 S 2lO
y 2 Way. WA
98003
THE UTILITY LOCATIONS SHOWN WwW.esmcivil.com � "" M.
C.W E.,f...6n, I vrod S eBO m.ne ( UnEttl -'� .M <eeNre
ARE APPROXIMATE ONLY. DEPTH `"""` "°"
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
AM
(L NO. REVISION BY i DATE 1 APPR flO�O
_ IZOW l N l Is88
X20' °flIIOMN .N 18&1/1991 CITY 0 F
RENTON
°� DATUM
Planning /Building /Public Works Dept.
If NM OHE INCH
scu[ nec3flmNeiv
- a-- �-�- -- n
SCALE: 1 " =20' HORlz.
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.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
f \L 1 IVlr%F
NOT TO SCALE
5- 362105
CHECKED FOR COMPLIANCE TO CITY STANDARDS
� e
HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201
PHASE 1 (LIBERTY HIGH SCHOOL)
PfLE
DRWNG No:
PLAN AND PROFILE SS -01
5 °18
�1
O#
oJl
m
cn
M�
�I
�I
t
r�
d
;oi
,nl
c
'1
i
i
i i
l
i
I
I
i
WARNING: W000 , 1 S 2lO
y 2 Way. WA
98003
THE UTILITY LOCATIONS SHOWN WwW.esmcivil.com � "" M.
C.W E.,f...6n, I vrod S eBO m.ne ( UnEttl -'� .M <eeNre
ARE APPROXIMATE ONLY. DEPTH `"""` "°"
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
AM
(L NO. REVISION BY i DATE 1 APPR flO�O
_ IZOW l N l Is88
X20' °flIIOMN .N 18&1/1991 CITY 0 F
RENTON
°� DATUM
Planning /Building /Public Works Dept.
If NM OHE INCH
scu[ nec3flmNeiv
- a-- �-�- -- n
SCALE: 1 " =20' HORlz.
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.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
f \L 1 IVlr%F
NOT TO SCALE
5- 362105
CHECKED FOR COMPLIANCE TO CITY STANDARDS
� e
HERITAGE PLAT SANITARY SEWER EXTENSION 02/06/201
PHASE 1 (LIBERTY HIGH SCHOOL)
PfLE
DRWNG No:
PLAN AND PROFILE SS -01
5 °18