HomeMy WebLinkAboutS-281801? I I \
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1 \
� 1
� 1 S
°J I STA: 4 +19.22
- - - - - - - - - - - -�-- 11 OFFSET: 124.,gk L
1� INV EL V. 230 \ F4,0
J FG EL V. 234 \ 0 2 °L� O9%
oW s A'S'
`9ti s ST NOTES.
ALL MANHOLES SHALL HA VE
W
to c/o ! - - - - - - - - , ='1 �98� ROUND, SOLID, LOCKING LIDS.
STA: 4 +11.39
z OFFSET.. 38.28 L ^ , ' ALL TRENCH RES70RA TION
STA: 3 +14.38 1 INV EL V. 235 \ \
�+ i OFFSET. 48.06 b FG. EL V. 240 SHALL BE PER ;'CITY OF
220 , / RENTON TRENCH RESTORATION
FG. EL V. 224 \ AND STREET ".' O VERLA Y
O ' / \ REQUIREMENTS.
L , 6" PVC S7L'B TYP. f
M
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)
STA: 22.27
OFF T.• 6.52 R
�/�d
j
STA: 3t2y.1�1
io
IN ELV. 235
OFFSET,61.96 L
= 14.00
\
\ ELV. 240
-2 0��
N
'w
(j)
INVLV. 222 j
FG L V. 226
n
\
a�
02
(j)
K
K = 2.86
W. SOLID LOCK.LI
(TYP) +d
,-
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Q G
w
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STA 3 +85.06, 7.
�
6
STA: � +1398
OFFSET.." 3384 R
Ivry o z
I
;a
N
INV EL V. 235
FG. IELV. 240
40.00' VC
RIM EL V. 233.1
39.1 LF 6 "PVC ®230%
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PROP. SS MH //3I -2
48" 0 SEE DTL. SHT.13
o-1
3185.06, 7.5 R.
°+°
v N
ro
N
S TA. 3 +54, 9.9' R.
40 Dl. . 1E. 221,40'
o a QL
a
RIM
RIM E4 V. 233.1
INV. V. 226.0
a - - - - - --
A 3
FL
N
a I
1 Ili --
N ( d
a w.... .
�- V
I
I
�l l-/ A L F l 99- /? 0'
GRAPHIC SCALE
a 0
( IN FEET )
I inch = 20 ft.
frrEl [Ell
E❑
El El
REl El 1:1 El 11
❑ ❑ ❑�
TA 13 +54.0, 9.9RT.
_ H !E 224.77
S IIE. 221.40
.71 CLEARANCE \ 10"
STA: 4 +19.76 9,
I
OFFSET 124.47 R
1 INV EL V. 240.0 8 -3/4"
FG EL V. 243.5
I
I �
1 �
1
1 7"
-- - - - - -- -- ------ - - - -3- -
12"0 Sr.
GG - - -- - - -- - -- 64� - -- 64/ - 14V
-GAff,�t (o - - - --GA -':3--�- - - -GA +--o � -
\
� � 1 44° SEE DH I
TL. SHT 13 IBRONSON PLACE E. PROFILE
STA R +53.37, 2.9 LT
.\ L RIM ELV. 215.04 280
n ° INV. ELEV. 207.24 STA. 3 +2Z6, 38.9" RT.
\ (� WA. !E. 221.37
o SS. IE. 219.56
s STA 2 +66., 7.4RT.
s 0 1.1' CLEARANCE
N� SD. EE 211.37
y SS. IL: 209.54
? ° 1.16' CLEARANCE
m !
CD `nF\�� EX. WA. rE 2134
�a.�
EX SS MH #31
S ." 2 +47.1, �'R T.
SD. "'E.. 211.5 STA LV2.13. 39.34' RT.
,SS fE. 207.20
RIM EL V. 213 97
x.63 'CLEAR INV. ELV. 206.37
GUi i O
Z I w rP 27 - 28/8 o
r
24(
DAY L"..' ELEV
200.00
12 "0
FIBER
PACKIr
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
45• (1/8)
X1/2"
RAISE -1 /2"
WIDE BORDER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
5/8"
2 -7./8" 4
8"
15"
CAST IRON RING AND COVER
S a a)
OI /l -A - 1-
Ag M
9470
7
ONAL �G
EXPIRES 6/22/01
m
CONCRETE
CLASS 3000
3/1„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
REcommENDED
FOR APPROVAL
BY
BY�- _1
BY - --
nV
1 +00
az
2 +00
375
5 +00
SCANNED MAR 3 0 2000
PVI ELEV = 215.03
0�
o
BY -
= 14.00
PROP. SS MH I'3
-2 0��
ro
rn
K
K = 2.86
W. SOLID LOCK.LI
(TYP) +d
��
o
STA 3 +85.06, 7.
R.
v
40.00' VC
RIM EL V. 233.1
INV. ELV. 226.0
cn
o
¢ 1) W
aS
W
°+°
v N
ro
N
S TA. 3 +54, 9.9' R.
40 Dl. . 1E. 221,40'
o a QL
a
S
a - - - - - --
N
N
" S
LL2j
109Z�-
G
W j
U W
j
W
27' CLEARANCE
_
NEW
m
m PROP. SS MH #31 -'l,
SOLID
OCK. LID
o
STA 2 +5337, 2.9
4T.
95.00%
5' CONC. SIDEWALK
RIM ELV. 215.10
INV. ELV. 207.24
VC @14.6
_.
- - - -- -
1.00%
-__-
- --
Et
F
D OF PA ONG. TICAL CURB
CE OF CONCRETE VER
137 LF 8 "0 PVC 0 0.5% SAN.
SEWER
V.Q)
-
N
c�
ryN
ryN NN
NN
NN
NN
1 +00
az
2 +00
375
5 +00
SCANNED MAR 3 0 2000