HomeMy WebLinkAboutS-347322i
n
i
3
0
T
FOR CONTINUATION SEE SHT. 23
e-
itr
N
z
1
N
a
f
II 3',
II L
�C� 1
CB TYPE II
RIM= 350.09
IE= 342.59(N, SE)24 "ADS
IE= 346.29(S)12 "ADS
IE= 346.59(E)12 "ADS
IE= 346.99(NW)6 °PVC
oyay "\SD
_ ^SO
.W
F \ •
p. y1lP'�'L
3•, i �rl e so
dP
LINE STA. 23 +50 (ABOVE)
CB
RIM= 349.51
IE= 345.71(S)12 "ADS
POUND PUNCH IN
BRASS DISK IN
CONC MON /CASE
SSMH
RIM = 347.04 Cg
IF CTR= 331.55 RIM= 343.65
IE= 339.45(N, SW)24 "ADS
m IE= 340.45(SW)6 "PVC
1 `SD
h brn ^r
^ ^ ^"SI
r� \
FOUND PUNCH IN
BRASS DISK IN
CONIC MON /CASE
5
P� 5
1
6b
e'ti
CB
RIM = 342.67
IE= 335.47(N)IB "ADS
IE =335 37(SW)18 "ADS
SSMH
RIM-342.81
IE CTR = 330.91
NE 3 -23 -5
E - -_
So^
CB
RIM= 339.96
IE =335.61(N,S)2 4"ADS
-CB PROTECTION (TIP)
SEE DETAIL SHT. 28
SSMH
RIM= 339.20
IF CTR= 328.74
-
_
:e 001 -w-
W.--�
t
0oNs
+^
FOUND PUNCH IN
BRASS DISK IN
CONC MON /CASE
METAL CULVERT
C8 TYPE II [E--322 61
RIM= 328.54 4' HIGHx5.4' WIDE 7
IE= 320.84(E, W,SE)12 "ADS j(/(
IE= 324.64(NW)6 "PVC
)
NE 26TH ST
FH WM
/
-_ 55 1
A\ R1
G s SD _ n Sa D--:a - H -- n - _ - _- _- - a ._ o offm a .- ... m m m ®m 11 11 SS „ -
.i m 11 1
rj
- -w- - -w-
j`-�55��1. •�4mm ,�-W ___ ___ 5 __ _ ___ _ _ _ �'/ -w � W w - -_
/ 5 "
�A / CB TYPE It A
RIM =328.29
44- Pr3E -( IE= 321.39(NW)12 "ADS
CB PROTECTION (TIP) J2�� oaf
ZIP �� , 9 SEE DETAIL SHT, 28 F16 P41 5 �
K,' ✓S,SS� o\ / 4 Oa METAL CULVERT
o i ✓° \ W� 2' IE= 323.13
4 5'HIGHx5 7'WIDE
4-10
RSA
ti y`
e
7V'
/E 33p R /iysp</p Cg
f 330 BS SF)24 q . ` �1
Rs <wjs q0 s
S
F
BR �Np A
CpNC S 04 CN /
MpN /C� N
.:'. '1..'.:. .
5 . 4
CB
RI = 326.25
IE= 321.75 W)72 "ADS
IE= 321.85 S)12 "ADS
IE =322.6 (N)6 "PVC
r
CrR` 333SMy
37492 _
S
40Mti
/Fo 33
329 S �3
s'3(lVF S"�2q,q
OS
M
CD
I
N
+
co
00
C/)
y
5Z.
/tip
t try y'a
W
-
_
+~f St;
J
r
'
Oi
Q
s
a
f
II 3',
II L
�C� 1
CB TYPE II
RIM= 350.09
IE= 342.59(N, SE)24 "ADS
IE= 346.29(S)12 "ADS
IE= 346.59(E)12 "ADS
IE= 346.99(NW)6 °PVC
oyay "\SD
_ ^SO
.W
F \ •
p. y1lP'�'L
3•, i �rl e so
dP
LINE STA. 23 +50 (ABOVE)
CB
RIM= 349.51
IE= 345.71(S)12 "ADS
POUND PUNCH IN
BRASS DISK IN
CONC MON /CASE
SSMH
RIM = 347.04 Cg
IF CTR= 331.55 RIM= 343.65
IE= 339.45(N, SW)24 "ADS
m IE= 340.45(SW)6 "PVC
1 `SD
h brn ^r
^ ^ ^"SI
r� \
FOUND PUNCH IN
BRASS DISK IN
CONIC MON /CASE
5
P� 5
1
6b
e'ti
CB
RIM = 342.67
IE= 335.47(N)IB "ADS
IE =335 37(SW)18 "ADS
SSMH
RIM-342.81
IE CTR = 330.91
NE 3 -23 -5
E - -_
So^
CB
RIM= 339.96
IE =335.61(N,S)2 4"ADS
-CB PROTECTION (TIP)
SEE DETAIL SHT. 28
SSMH
RIM= 339.20
IF CTR= 328.74
-
_
:e 001 -w-
W.--�
t
0oNs
+^
FOUND PUNCH IN
BRASS DISK IN
CONC MON /CASE
METAL CULVERT
C8 TYPE II [E--322 61
RIM= 328.54 4' HIGHx5.4' WIDE 7
IE= 320.84(E, W,SE)12 "ADS j(/(
IE= 324.64(NW)6 "PVC
)
NE 26TH ST
FH WM
/
-_ 55 1
A\ R1
G s SD _ n Sa D--:a - H -- n - _ - _- _- - a ._ o offm a .- ... m m m ®m 11 11 SS „ -
.i m 11 1
rj
- -w- - -w-
j`-�55��1. •�4mm ,�-W ___ ___ 5 __ _ ___ _ _ _ �'/ -w � W w - -_
/ 5 "
�A / CB TYPE It A
RIM =328.29
44- Pr3E -( IE= 321.39(NW)12 "ADS
CB PROTECTION (TIP) J2�� oaf
ZIP �� , 9 SEE DETAIL SHT, 28 F16 P41 5 �
K,' ✓S,SS� o\ / 4 Oa METAL CULVERT
o i ✓° \ W� 2' IE= 323.13
4 5'HIGHx5 7'WIDE
4-10
RSA
ti y`
e
7V'
/E 33p R /iysp</p Cg
f 330 BS SF)24 q . ` �1
Rs <wjs q0 s
S
F
BR �Np A
CpNC S 04 CN /
MpN /C� N
.:'. '1..'.:. .
5 . 4
CB
RI = 326.25
IE= 321.75 W)72 "ADS
IE= 321.85 S)12 "ADS
IE =322.6 (N)6 "PVC
r
CrR` 333SMy
37492 _
S
40Mti
/Fo 33
329 S �3
s'3(lVF S"�2q,q
OS
Ce
RIM= 326.28
IE= 322.58(N)12 "ADS
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE, PLACE NEW 2" THICK
j. ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
S WALIG
e�pF WASh.J Cato
38087 4'
AL
SCALE
R OTI-'rl I LL 20 p SCALE ZD 40 ` °RWO 1 r =2 STONEGATE LIFT STATION CONVEYANCE
NPRrzONiN.: NM 198 }/1991 1 T 0
RENTON IMPROVEMENTS
° W"
SH SCHEDULE A
Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) I " "`" 1 DATUM AT °_� Plonniny /Bad 9 /Pubic Works Deft. ROAD RETORATION
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 l INCH = 20 FT - NO. REVISION BY DATE APPR ^a° °� 33 � A ��"'` ""°p °'" " LYONS AVE NE / NE 26TH ST
I-
LL1
z
M
I
N
C/)
y
t try y'a
O
+~f St;
$SY.'
Sew
Oi
UJI
S
Q
Ce
RIM= 326.28
IE= 322.58(N)12 "ADS
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE, PLACE NEW 2" THICK
j. ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
S WALIG
e�pF WASh.J Cato
38087 4'
AL
SCALE
R OTI-'rl I LL 20 p SCALE ZD 40 ` °RWO 1 r =2 STONEGATE LIFT STATION CONVEYANCE
NPRrzONiN.: NM 198 }/1991 1 T 0
RENTON IMPROVEMENTS
° W"
SH SCHEDULE A
Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) I " "`" 1 DATUM AT °_� Plonniny /Bad 9 /Pubic Works Deft. ROAD RETORATION
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 l INCH = 20 FT - NO. REVISION BY DATE APPR ^a° °� 33 � A ��"'` ""°p °'" " LYONS AVE NE / NE 26TH ST
I-
LL1
z