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SSMH
RIM= 356.90
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RIM 357 98
IE 344.78(NW SE)24 ADS LYONS N —'pn , $I
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CONC MON / CASE
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SSMH `BRASS DISK IN
PHILL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
RIM = 356,36 CONIC MON /CASE
IF CTR= 342,99
CB
RIM= 356.13
IE= 353.03(SW)12 "ADS
SCALE
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NO.
CB
RIM = 357.37
IE= 354.17(SW)12 "ADS
REVISION
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SDMH
RIM= 360.39
�IE= 343.89(N,SE)24 "ADS
IE= 354.79(W)12 "ADS
SSMH
RIM = 360.20
IF CTR = 341.45
T
P�NGNN .
F FPM M N I OPS`L
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE. PLACE NEW 2" THICK
ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
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l,P\�RO 3By ,?2j��J2° Ss
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MJL �:N°.., X.w WI CITY 0 F
x0arE0Xiq: Nqp 1993/1991 ,- -
DEEICNEO: 1 rr =20 �I }�-
RWB
DWB - -- RENTON
OHE ,X
ceEC 3 /S A a. Eui DATUM Plonning /Building /Public Works Dept.
.c Xo* oxE INCx
scut ecccuoac�v
STONEGATE LIFT STATION CONVEYANCE
IMPROVEMENTS
SCHEDULE A
ROAD RESTORATION
LYONS AVE NE
G+Q; ^3'4731
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`Z
ME.
21
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I �!, n�O
U O O C
370
o� N Nzo r,
FOR CONTINUATION SEE SHT. 24
—w-
FOR CONTINUATION SEE SHT. 24
rn'
SSMH
RIM= 360.50
IS CTR= 341.74 u, I
CB PROTECTION (TYP) i° 111 % )1
Ce TYPE a SEE DETAIL SHT. 28
RIM 357 98
IE 344.78(NW SE)24 ADS LYONS N —'pn , $I
IE =353, 08(NE)12 ADS /
IE= 353 -68(N W)6 "PVC
09£
IN
W.. --'-X
w
., FOUND PUNCH IN
BRASS DISK IN
CONC MON / CASE
Q FOUND PUNCH IN
SSMH `BRASS DISK IN
PHILL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
RIM = 356,36 CONIC MON /CASE
IF CTR= 342,99
CB
RIM= 356.13
IE= 353.03(SW)12 "ADS
SCALE
20 0 20 40
( FEET )
I INCH = 20 FT
NO.
CB
RIM = 357.37
IE= 354.17(SW)12 "ADS
REVISION
T
A r,
� y0
o U
moo
X
Z
NZ
m Z
_ FOR CONTINUATION SEE SHT. 20
T,,
�� ➢gym ` e',.i,t, Z �
o ➢00N— �I�
N k N w
LU nlA
e
el {
zo
W WUN- --
�NZW
c
o D N
FOUND PUNCH IN
BRASS DISK IN
CONIC MON /CASE
SDMH
RIM= 360.39
�IE= 343.89(N,SE)24 "ADS
IE= 354.79(W)12 "ADS
SSMH
RIM = 360.20
IF CTR = 341.45
T
P�NGNN .
F FPM M N I OPS`L
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE. PLACE NEW 2" THICK
ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
�F C,p�'� Fo0o >Ni, 1446 r
l,P\�RO 3By ,?2j��J2° Ss
.92� / B AgOs
�o
MJL �:N°.., X.w WI CITY 0 F
x0arE0Xiq: Nqp 1993/1991 ,- -
DEEICNEO: 1 rr =20 �I }�-
RWB
DWB - -- RENTON
OHE ,X
ceEC 3 /S A a. Eui DATUM Plonning /Building /Public Works Dept.
.c Xo* oxE INCx
scut ecccuoac�v
STONEGATE LIFT STATION CONVEYANCE
IMPROVEMENTS
SCHEDULE A
ROAD RESTORATION
LYONS AVE NE
G+Q; ^3'4731
0
W
m
CD
O
N
I -� W
`Z
ME.
21