HomeMy WebLinkAboutSWP2702172.5A
y f
REPLACE W/ t I i
JCONC.-j,,,I� EX CB TO BE REMOVED &
9-
I I.E. 6" PVC N.= 29.06 REPLACED W/ NEW CB #34
8 LF - 18" CPEP
EX. GRADE
30
LIMITS OF CONTROL
DENSITY FILL
26
00
LCn
24 u
0
22
EX. 8" SS 18"
EX. SSMH
EX. GAS
EX. 8" W
-'77!EX. 12" SD J_
NEW 18" SD
PACK VOID BETWEEN NEW SD
AND EX. SS AND W
UTILITIES WITH ETHAFOAM
OR APPROVED EQUAL
PIPE 6" PIPE 18"
"
OUT DIA. OUT DIA. I
EX. 12SS
20
NOTE:
ALL UTILITY LOCATIONS ARE APPROXIMATE.
FIELD VERIFY LOCATION OF ALL UTILITIES.
.1-- 14 1 1- - - i�*6� I
I.E. 15PVC E. = I
I.E. 12 PVC W. = 19.52
8" PVC N. 19.42
- SDMH TO BE REMOVED
S2 7 EX SECTION
ml
6 PVC S. = 47771
7
LE. 8" PVC W. = 27.37
!.E. 6" PVC E. = 27.37. SCALE: 1
LE 6" PVC NNW. = 27.27
LE, 6:: PVC NE. 27,3
z Add ca I.E. 6 PVC N. = 27.47f EX. C8 TO BE REMOVED & --------
_j CB RIM _ 29.80
R;M 2 P. LE, 6" PVC N. = 27,6. REPLACED W/ NEW CB #31 -----------------
r
28-12 Q, " W LE, 6" PVC S, = 2 7.7 0 2 4 6
jE. 27.92 2"o SSMH RIM = 30121 GRAPHIC SCALE
I.E.�w PVC N./S. CRAN.
28.02 6" Al
50--_LF - 12 it DI S = 0.50% NEW TYPE I-L C8 #31
194F 4 USE FUU--LENGTH SECTIONS
COX S= % OVER EX. WATER W/_JOINT RIM 29,80 .9.69 NEW TYPE I CB #35
CENTERED BETWEEN EX. 6w-&t2' -24-95 RIM 29.88 29.94
NEW -CB- #30 35
CROSSINGS
I.E. 27.66 2779
4 9
NEW TYPE I CB #32 9 ex 41LF-12" DI S=1.IT.00%
Ot K 5'= 144 Yal TOBINo
RIM 29�87- 29,74 SHATTUCUSE 18' SECTION FROM
--EX. ABANDONED GAS.
Lu I.E. 27.26 29-14
uj REMOVE AS REQ'D CB #35 TO SOUTH
AND PLUG P'Mr)q 3o OVER EX. 12"W
V)
EX. 12"W 0
LLJ NEW TYPE I !CB 33LLJ RIM 29.73 i 78
I.E. 27.3 2 1:48 12 S W
CONNECT EX. SD 0 0 NEW CB #34
0
_j
7 7-63 TO CB
25
- ------ _jF' EX.
2 VV L/ 8 LF - 18" CPEP
12" DI N, LF -7 EX. 8"W
VOID BETWEEN NEW SD S 1.25% 7 00 % EX. 12 Po w EX. ABANDONED
S =--�P.507. USE EX. 6"W EX. GAS
& EX, GAS W/ ETHAFOAM
18, Stu,1710N FROM GAS
CB #32;TO EAST -- - - - - - - - - - - - - - - - - - - - -
OVER EX. 8"W
E4"W
EX. 6"W
1 55 LF 4 18- CPEP S = 0.25% 1" 5 -: 2.75
0
�R�MOVE
EX. MH & REPLACE W/
""--REMOVE EX. CB & REPLACE W/
00 20--
NSW
48" TYPE -11 CB #30 -(11-3ol RT)
NEW TYPE I L CB #34
RI
A 30.07 (SOLID LOCKING COVER) 29.P7
RIM 29.91- 79.9t
loss
EX. 12 I.E.
24J7 24 "' W 24-17
--5 A
I.E. 24.91 18" E & W 2-5-40
I.E.
24.77 18" E 26-02 /2"NE
I.E. 27.25 12" N 26-36
N' Pioyed
DATUM ELEV I.E.
2527-18" S 24.37
15 00 /F.
24.17 j8"E
<
91
9
1
107+00 108+00
j wp _271"217t
JM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS
12 C. - 1. - IN
FUTURE 24" SD
SEE NOTE 2
NEW CB #15 SEE SHT. 3
AND NOTE I THIS DETAIL
- - - - ---------------
0
Add 2 PLUG ENDS OF ABANDONED-
SID PIPES W/ CONC.
I I 1 1 1 1 I NEW CB# 17 SEE SHT. 3
APPROX. LOCATION OF L�Ll L m
FIBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY
USE EXTREME CAUTION FILL FROM STA 100+09 TO 100+24
All- �10101 Am*N
HORZ. SCALE: 1" = 20-
VERT. SCALE: 1" i 5'
0 ?0 40 60
GRAPHIC SCALE
PER DETr2--'\
iVo rE
NOTES:
1. LOCATE CATCH BASIN #15 SOUTH AND EAST OF EXISTING MANHOLE
AS MUCH AS POSSIBLE TO MAXIMIZE CLEARANCE BETWEEN MH AND
GAS, SEWER, AND UNDERGROUND UTILITIES. 4:
2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24- CONCRETE TO
NORTHEAST WITH PIPE INVERT ELEVATION OF 23.0 (SAME AS IE NEW 24' SOUTH).
ihiRSECTIC N DETAIL S. TOBIN ST. & LAKE AVL S.
SCALE: 1"= 10'
0 10 20 30
GRAPHIC SCALE
eq
CO
-Z�
j L# U t3 I N C* R _k M, M
T
S, ORM SYSTEM IMPROVEMENT PROJIF-C.
r_l LINED:
DATE; 7/12/96 FILE NAME, 6575SRV
DRAWN: MAA
C H E C K F. 0 SCALE: AS SHOWN FIELD BOOK: 29
NO REVISION BY APPR. DATE APPROVED: SHEET: 5 6
DIRECTOR OF PUBLIC WORKS
o ED MAD 3 0 2003
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