HomeMy WebLinkAboutS-2226073
2
CI' RENTON
TEL
12 "W �--
RELOCATE EXIST. 4" IP
J GAS LINE AS REQUIRED
(APPROX. STA M53 +50 a
n TO M81 +25) BY OTHERS
M533 +0_ O n1 01-01 _ 'E 192.16 -
BENCH MARK / �15 ----
`` CASED MONUMENT(CP -IA)
1
N 68257.4183
` E 54085.8782 EXISTING MH
1 STA. M52 +99.55 R18 -11
/ ELEV. 117.55
\ (M()NIIMEtNT II
72" METRO 0
r -- PLUG 'EXIST. CROSS XI
A CHANNELS 101 I.
[ST. STOP LOGS CONNECTION PER 6 B KHE
STA. 3 +OOt
0 - TO MOVED -- 53 +OD,
/ UEF,<E.) EXISTING MH
�
1 7
SE 1 /
L
BEGIN PIPE
89 +20
WET DS BOUND,
III
T *-OF R N-
SCAL IN FEET
.130 0
I �
w
QQ
� rn
125 J
M r� 00 a
joO
+
W +
120 In wrn m
1.
115 I I TREEIM IXI euLKH o
AFTEIR ALL N
I i
CONST RUCTION IS
III COMP
EXI TING PIPE u
110 I I END PLUG TO
I I 1 1
1
/_- I I r
105
II I
X I 1 II I
III if
100 4 111 it i
CONTRACTOR - WARNINCat'
-
- _
, QU Grass - SEATT� _ R. _. 55.00
CONTRA
TOR
80UN (87 - _ _ ..
89 Brush
PLC
- TIMES Ci = 90'00'00" 30'
noas to-
professi n I �sseal
,V
MIE
NY CNiEr1I,
COMPANY L = 86.39
M.H\
' 7
15.00
P.1SA -13'
¢
� �
E 54079.62
Brush /
UTILITY RELOCATION NOTES_
DROP 7
_
TTY
♦'
OCONNECT SANITARY SEWER STUB TO NEW METRO
--12"W
MANHOLE AS SHOWN
�`
a T , SDJ MH
1 p !
SD 15" I J� SD
CASE6.ArtONUMEFFr -•'
-
@R ECONNECT EXISTING STORM SEWER WITH NEW
PIPES AND FITTINGS
_
p
of IE 8"
I CB
sf 109. Q
11J
n
N-69065-2895 -
E 540824t57 _
STA M54 +92-50 APPR0X. LRWFiS OF ((
1!__ -L_
4
8
-
O3 TELEPHONE TO BE RELOCATED AS REQUIRED
- -
®RECONNECT EXISTING WATERLINE WITH NEW PIPES
ASSUME .. - - 2 / /j"
72" PIPE
lNCRETE M54 f
ELEd 116.44 EXCAVATM (YP_) p
TOP OF CASING 3
€ o ) O = 7
AND FITTINGS - -
'
O5 RELOCATE EXISTING GAS LINE AS REQUIRED
G-TB--
LI M57+
C ENT
.:mss:: -i.• -•- - -•:•••
'E
_
- -
'':::
> :; 57+ fS,' '== :•:•:- ::•:•r:•: ' : Y:•:
7 RECONNECT EXISTING SANITARY SEWER LINE WITH
ONL,A!
�(5 l APPRO)C LIMITS OF E (CAVATION (iYP -) f
PIPES AND FITTINGS
® RECONNECT EXISTING GAS LINE WITH NEW PIPES
+
AND FITTINGS
72" METRO
O RELOCATE EXISTING POWER (LIGHT) POLE
0 _
- AND ALL APPURTENANCES
- -�
- r-
El
70 RESET MONUMENT AFTER CONSTRUCTION
—8 °ss
SS MH Brush
0 _
OIXISITING 708 °: SS HAS CONCRETE BEDDING
11 TO + 120' ABOVE INVERT
-
NORTH END �
'STRUCTURE
- � �..
- Brush
C SURVEY AKESDALE AVE
-
D
CROSSING
R78A -12
STA. 53 +66,01
N 68781.87 7
,E n.
!� - - - - -- 3-- KS -. - .--
2 . .- N N
�' ��
---- - --� -� �� �' - )�
t4 _
O
.S
E 54052.76
//� F F CITY OF RENT-ON O D Q O C� .
V/ - - -- ---
15 PLUG AND ABANDON EXIST. SS NE.
U-3 ''n'
``+, - - - - - - --
PLUG TO. BE OF 1000 PSI (MIN.) CONCRETE
17
__
' ' U U
�� 1
COMPLETELY FILLING ABANDONDED LINE FOR A
S
-
BENS
STA 5 2.43 \ \. -
t
/ CA��dONUMENT (CP -2) r--- - - - - --
�' - E 54076.8981 W
�•AI`IDS
MINIMUM OF 2 LINEAL FEET
--
N -4��55 6; t t
. _
7 0 E 4078.04- :. cJ Lc l .: ' -:
., STA_ M57 +02.66 BOU
f ELEV_ 11717 87/'89)
' - = _.� Z cn ... -
. _
{ f (TOP OF CASING)
-
FOR UTILITY LOCATIONS IN IONG COUNTY - _CALL .1 -800- 424 - 5555 - BEFORE D€6MG. -
ix
130
tN
MMU
W
ta
125
10
-CPRBafff
OF I�`3 i
fa
w
120
_
[ CE71i$iL@VE
t>F ..ap
s�
E
1-
m
a
L
Ln
O
go
{
•
Ld
w_
}
-
- --
--
- -
--
p
f8
{
[
'
10
115
ECT 8'
ITARY
4
I
NEW
MANHOLE
(
C
DROP
I
I
6
W
W
110
II
I
I
I
i
Z
�
V
- Sm2W607
105
z
II
I
I
100
0c
CONTRACTOR - WARNINCat'
D UTBJIY
AT10N8
XIMA
CONTRA
TOR
submittal an
PLC
un Loc
noas to-
professi n I �sseal
,V
MIE
NY CNiEr1I,
PIP SURFACE T 1
SM OTH FINISH, J.Al
53 +40 1 1 R Fi 1= -
MAT RING R S DER 10 17
to 'n VRT. ),. -5, 90
80 OF IPE. I
53 +00 54 +00, 55 +00
Q REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS 7/96 _ - EI-EVATION Q'E3•� t0a�•
- ECILMS 02" SEA LE9 1929
Garry Struthers Associates, Inc. OSC& GS(ADJUSIEL 1947
0 n
2955 80th Avenue SE
Mercer Islanit WA.
N0: EVISION BY DATE - - -
I L T
i
57 +00 1 32359
B.T. "METRO Mir of man Saco. JULY 1996
DRAWN_ CHECKED: SCALE: FILE NO:
GEC. :T. HOtSL 1' =20' SOUTH INTERCEPTOR - PARALLEL
PHASE II A76
RECOMMENDED: PERT: 1'-V DRAWING NO
CONTRACT NO: PLAN AND PROFILE) C C105
APPROVED: 29 °94 STA. 52 +50 TO STA. 5! +50, SHEET NO: OF
10 sa
See original file
copies for
submittal an
approval
signatures, and
r engineers
professi n I �sseal
,V
57 +00 1 32359
B.T. "METRO Mir of man Saco. JULY 1996
DRAWN_ CHECKED: SCALE: FILE NO:
GEC. :T. HOtSL 1' =20' SOUTH INTERCEPTOR - PARALLEL
PHASE II A76
RECOMMENDED: PERT: 1'-V DRAWING NO
CONTRACT NO: PLAN AND PROFILE) C C105
APPROVED: 29 °94 STA. 52 +50 TO STA. 5! +50, SHEET NO: OF
10 sa