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N. ADDRESS #
150 TOBIN ST
TOBINBEST
EX. MH To REMOVED
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Ld
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f -4
I.E. Co C S W. - 26.38
V
#206 SO
TOBIN ST & EX. 6" 12
REMOVE EX. CB #2
#216 #220
U)
EX. BUILDING (TYP.)
ON 26.08
I.E. NC: N.E.
REPLACE EX. CB W1 NEW Cq #26
TOBIN ST
TOBIN ST TOBIN ST #61 SHATTUCK
ig
r
'UP REMOVE EX. 12" CMP
& REPLACE W/
CONC. WALK
------NEW CB -#2-3
NO ADDRESS 'WH PM E. W. CHAN. 20.81
E 12 MC
F___ CONIC. WALK
LE, 6 C NC* S W. 27.81
-S
2 �99 6
I S H2 [Mv 9.96
i E 1 2 P C E W-
L - - - - - -
11111C WALK
-
yp
UP
c-
NEW -CB
B-#2__ ___L
1�
w
w
C.I.
-CFO-- CONC. WALK
I
w w W_
REMOVE EX. SO
& REPLACE W/
LF - 12' CPEP ie
w w w W,
6" IF GAS
G
0
G
�8
_29_]_F� -8!-Dl
G
V 8 REMOVE EX. SO & REPLACE
W/ 150 LF 2e CPEP
_�REMOVE EX. SO 12- C(P REMOVE EX. SO
& REPLACE W/ & REPLACE
0 EX. MH TO BE REMOVED
EW CB #21 -
S 2H3 �E741.6T CALC.+�
G
29 LF - 24
184 LF CPEP
ss
2' IF GAS G
ss ss
ss-
NEW CB #24
0
NEW CB #1 12" Of
REMOVE
'VE EX. SO
& REPLACE W/
10 LF 8* CPEP REMOVE
OVE EX. SD & REPLACE
G_
ss ss lz"P� 0
s
NEW CB n
G G
c
e4
'PE
CPEP
- -------- - ---
W/ 133 LF - 24" CPEP
CONIC. CURB
REMOVE EX. SD & REPLACE
W1 10 LF - 1W CPEP
REMOVE EX. SO & REPLACE W/
CON
WALK 10 LF
CONC+ WALK
10 LF 18" CPEP
00
-REMOVE p
7
_27
SEXIST. ICE 15PB #20 1-,1
6
& 6' SO ui �i
It It 11
11: 11
I
EX. CS TO BEREMO
NEW CB #U W C #25 CONC. WALK
_T R51ZOVE EX. 55 & I ��4L��
7�, 6
I.E. & CB RIM 29.11
C.I. W. = 6.21 777T
I.E. b CONC. CONC. E. 26-31
NEW CB #28 -ONC. WALK - - -
7,
+
O
zi 11 11
E.. I 2� I
3i uj -
I -
. Ir li- Bi: t- 9-V
I
I.E. 8" Pvc- S. 26.36
EX CB TO BE REMO
- �- __ _ _ _ -- -r
00
Ld
11 #117
mdum. TOBIN ST
X
#125 8" CPEP N. 26.3
I.E.
#129
TOBIN ST TOBIN ST
#201 #205
TOBIN ST
7104�VAI EX. CB TO BE REMOVED
+
co
Z
TOBIN ST
_,057-
RENTON HIGH SCHOOL
CB R 29 64 SCHOOL
�N RENTON HIGH
I.E. LE: 8" 1111 11: '4' #400 2nd ST
w
# 400 2nd ST
: 221
#215 CONC. N 7�2
I.E. 8- Cl. S. = 27.54
TOBIN ST I.E.
<
'�_' �C'9
R;m 29.-2
9".5
<
29 LF - 8' DI S = 5.1#9 6 --
29 LF - 12" DI S 2.-59% -S'-:y9 %
USE 18' SECTION FROM C13 #26
CONNECT N NO TO EX. ICE
C T N E
CONNECT
CO
TO SOUTH OVER IX. 12 "W.
29 LF - B" DI S 2-.00% j.lo %
MATCH EX I.E. OF 12" CMP.
A C H EX
29 LF - 8' DI S 0.-347 ZJf%
PACK VOID BETWEEN NEW SO AND
USE 18' SECTION FROM ICE #29
8-
USE 18' SECTION FROM EX. CB TO
E 1
USE SE,
NEW TYPE I CB #23
USE 18' SECTION FROM CB #23
USE
F
EX. WATER AND GAS UTILITIES
NEW TYPE I CB #29 TO SOUTH OVER EX. 12"W.
SOUNE
OVER
SOUTH OVER EX. 12 "W
SOUTH
RIM 28.31
T 0 SOUTH
TO SOUTH OVER EX. 12'W NEW TYPE I CB #26
6
WITH ETHAFOAM OR APPROVED EQUAL
RIM 29.-2- .1g..6 MIN. 6' CLEARANCE OVER EX. GAS
f (L
I.E. TO MATCH EX. SO I.E. I*E*
(APPROX-26,4) 2r-91
RIM 28-T Z9�7a
NEW CB #21
NEW I.E. 2" .26.98
NEW ICE #24
I.E. 27-.33- 26.91
NEW ICE #27
---- - -------
EX. 12
E X. 1�_
NEW TYf`EI CB #22
CONNECT EXI SO TO CB
to
NEW TYPE I CB #20 STA 101+11, 22' RT
R IM 28�3 28.41
�_=_CONNECT
uj
LLj_
RIM 27;8 27-95
I.E. 24-.8- 2�`-J-T
25
C EP
"W �l OLF-8 CPEP
C
c
CONNECT EX. SD
TO CB
I.E. -25.6 2jr7i
ol
1 OLF-8f CPEP S=7v2O% 17,10 EX. 12"W
I
0
'o L C
NF B #25
71M 284--0
I.E. -24.5& 18*1 N 2(-S-?
7-
CONNECT EX. SO TO CS EX. SO TO CB
I 1EX. 12"W NEW TYPE I-LICB #28
1 1 1
I EX RIM -29,2 .231.2s,
I.E. -25;00- 18" N
w
LW
L1
w
V)
LLI
V)
EX. 12 S=+.W%- 9. wo %
E GAS
X.�
_E�. AqANDONED GAS
J
I EX. 12"w
I
0 I EX. ABANDONEDIGAS EX. GAS
-�-LFEX.
Li
10 LF - 18" CPEP S "GWr -6- V
I EX. ABANDONED GAS 7 i i
10 LF 18* CPEP S i=
EX. 1 2" SS
EX. GAS -
NEW G13 #19
EX. ABANDONED GAS
EX. 12 SS
F,
EX, 12" SS
C
EXISTING GRADE AT
P VIN
ENTERILINE OF A
I� OA
i CB
- - - - - - - - - - - -
- - - - - - - - - - - - - --- --- - -
- ---
-150- LF - 24
84' 4� CPEP
-SAD'_23L------
84
LF -24" CPEP S--0.12% 145 LF - 24* CPEP S =
1"O9a
133 LF - 24* CP EP S = 0.-qo%-
EXISTING STORM DRAIN
co
_0_
-V
-0111- & HILIPLAUL
NEW 48' T(PE 11 CB #19 (12 RT)
REMOVE AH & REPLACE W/
"-REMOVE --&_R 7PIA VA
NEW 48* TYPE 11 CB #24 (12 RT)
REMO-W-EX-CE-k-_REPLACE_N/________
NEW 48- TYPE 11 ICE #27 (12' RT)
LOCKING C)VER)
00
'0
RIM 38.4i SOLID LOCKING COVER) 28.26
NEW 48" TYP --- 11 CB #21 (12' RT)
RIM 297M (SOLID LOCKING CC VER) 29. -3
RIM -29,6+ (SOLID
I.E. 2444 24" E & IN 27.86
W
E. 23.4& 24' E & W 23.35
RIM 28.77 (S?UD LOCKING COVER)
I.E. 23.-81- 24* E & W
I.E. 26351 8* N
-Aril
z
�-E. 24.40 Ir S -
I.E. 2375& 24 E & W 23.35
I.E. -24-.68 8" S 24-00
I.E. 23-81 12" N 2r21,
I.E. 24.-M 18* S JS
-76,'l
I.E. 34.8418" S 2-E21 loop AA Ef"
M
DA7VM M_v I.E. 25,18- 1 "N 24-00
N TO MA PCH EX. SID 27.80
15.00
9
101+00
102+00
103+110
104+00
105+00 ae, 106+DO
/Vd AIF:
Cad
CITY OF RENTON
727 C
/S.TC
DEPARTMENT OF PTJBLIC WORKS
S. TOBIN ST. - LAKE AVE.
HORZ. SCALE: 1" = 20' N L
,OA 7VV
VERT. SCALE: 1" = 5'
- -
tonal
STORM SYSTEM IMPROVEMENT PROJECT
DATUM: N.A.V.D. 88, PER CITY OF
RENTON BENCH MARKS
-A 4 -0.4/ 99
DESIGNED; SW
DATE: 7/12/96
FILE NAME:
6575SD
DRAWN: MAA
0 20 40 60
CHECKED:
SCALE: 1" = 20'
FIELD ..0.,
629
GRAPHIC SCALE
NO. REVISION BY APPR. DATE
APPROVED: . .....
SHEET; 4 OF; 6
CID
SCANNED MAP 302000
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