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TOBIN ST #212
( #216
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E %. BUILDING (TYP.) /
I.E. 6 CONIC. N.E. = 26.08
REPLACE EX. CB W/ NEW Cl #26 TOBIN
ST TOBIN ST #61 SHATTUCK
TOBIN ST
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NO ADDRESS I. . 12 IPVC E. W. CHAN. = 20.81
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CONC WALK
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55 SS PVC
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'-, CONIC WALK _
= CB RIM - 29.11 -a-� -., --
N �- p COI\ PE',. -W.41 L I-
I.E. 6 CONIC. N.E.= 27.83 n I.E. 12 C.I. W. = 26.27 15 i ALT
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#125 I.E. B" CPEP N. = 26.3
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RENTON HIGH SCHOOL
CB RIM = 29.64 RENTON HIGH SCHOOL
I.E. 8„ CONIC. = 2 .04
8 CONC. N'. = 26.94 #400 2nd ST
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I.E.
#215 I.E. 8" CONIC. N. = 27.24
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TOBIN ST I I -E. 8" CI. 5. = 27.54
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29LF -8'DIS =5.14%
29 LF - 12" DI S = 2.59%
USE 18' SECTION FROM CB #26
CONNECT N END TO EX. CB
MATCH EX. I.E. OF 12" CMP.
USE 18' SECTION FROM EX. CB TO
NEW TYPE I CB 23
#
29 LF - 8" DI S = 0.34%
USE 18' SECTION FROM CB 23
#
TO SOUTH OVER EX. 12 "W.
PACK VOID BETWEEN NEW SO AND
EX. WATER AND GAS UTILITIES
lq-
29 LF - 8" DI S = 2.00%
NEW TYPE I CB #29 USE 18' SECTION FROM CB #29
TO SOUTH OVER EX. 12'W.
SOUTH OVER EX. 12 "W
RIM 28.3
TO SOUTH OVER EX. 12 °W NEW ^
•IE1. I4PE I CB #26
WITH ETHAFOAM OR APPROVED EQUAL.
RIM 29.2
MIN. 6° CLEARANCE OVER EX. GAS
I.E. 27.33
CL
I.E. TO MATCH EX. SO I.E.
(APPROX. 26.4)
NEW CB #21 IRE. 25.3
NEW CB #24
NEW CB #27
---
EX. 12" CMP
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NEW TYPE I CB #20 STA 101 +11, 22' RT
_ RIM 27.8
I.E. 24.8
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CONNECT EX. SD
! 10LF -8" CPEP ! TO CB �
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RIM 28.!3
0 I.E. LE. 25.E
zs --
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IOLF -8T CPEP 5 =7.20% EX.112 "W
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NEW TYPE I -L- CB #25 -- - --
- RIM 28.7
I I.E. 24.50 18� N
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CONNECT EX. SO TO CB ( NNECT EX SO TO CB
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EX. 12 "W NEW TYPE I LCB #28
j EX. GAS RIM 29.2 i
I.E. 25.00 18 N
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EX. GAS - I EX. ABANDONED GAS
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10 LF 18° CPEb S - 1.90%
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- - I' 10 LF - 18° CPEP S.= 1.60%
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NEW OB #19
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EXISTING GRADE AT
CENTERLINE OF PAVING
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133 LF - 24° CID P S = 0.20%
-- - -- - - -- --
150 Lam= �4'- CPEP -S --0- 5% - - - -- - - - - -- - - -- - - - -- - 184- LF - --24- .CPEP -.S_ - - - - - ---
84
LF -24" CPEP S= 0.12% 145 LF - 24" CPEP S - 0.10%
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NEW 48° E II CB #19 (12' RT)
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- -. REMOVE_EX.- _MH_- B-REPLAC ------- - - - - --
NEW 48" TYPE II CB #24 (12 R
- - -- -- ---------- - - - -_- ----- - - - - -- --- 1�EM4VF EX -CB-&--REPLACE-N/---
NEW 48" TYPE II CB #27 (12' RT) -- --- - - - - -- - -- -- - -- - - -
RIM 29.64 LOCKING C )VER)
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RIM 28.48 .40 SOLID LOCKING COVER)
I.E. 23.40 E & W
NEW 48' II CB #21 (12' RT)
RIM 28.77 (S LID LOCKING COVER)
RIM 29.11 (SOLID LOCKING COVER)
I.E. 23.81 24" E & W
(SOLID
I.E. 24.34 24° E & W
4 --
I.E. 26.75 8" N
W
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I.E. 24.40 S
I.E. 23.55 2 E & W
I.E. 24.88 8" S
I.E. 23.81 12" N
I.E. 24.31 18° S
I.E. 24.84 18° S
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HORZ. SCALE: 1" = 20'
i
rsSIONAL TC' 7-Z] He
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S. TOBIN ST. -LAKE AVE.
DATUM
VERT. SCALE: 1" = 5'
EXPIRES mne�q,
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STORM SYSTEM IMPROVEMENT PROJECT
DATUM: N.A.V.D. 68; PER CITY OF RENTON
BENCH MARKS
DESIGNED: SW
DATE: 7/12/96
FILE NAME:
6575SD
DRAWN: MAA
0 20 40
GRAPHIC SCALE
60
CHECKED:
SCALE: 1" = 20'
FIELD BOO":
629
APPROVED:
SHEET: 4 OF 6
iwoo- it -2/72 NO. REVISION BY APPR. DATE
AI I I I A I I I i I 1 T 1 I -) T I IA I I I I I i 1
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