HomeMy WebLinkAboutzS-3012Setg
a
N
�
e �
a^
o
h
W
-x-
\W
I`v )ll,
ao
c) 0 :
[� �a
°-
I
z Lq
E-1 �
W a
IL
�c
mo
v£
mE
\°
c r�EE
C
FL
L')
s
Q- D
i
i
U
w�ww
o
N
U U
o o
--- - -_ 4'
TA -17Al-
L�
I
z t
ACCESS ROAD
Y7PII C.SB.C.
i�
I
Milli"
j SSMH 2
54'0 SHALLOW MANHOLE
LOC47E AS -WONV
I� RIM 413"
f I 8' /E 40747 (OUT)
8° IF 40757 (IN)
`t SCALE: 1 " — 20'
0 10 20 40
I I
I
BENCHMAW
PER CITY OF ROV7ON SURVEY ON NAVD 1988 DARN
N0. 1852 - 3' FLAT BRASS SURFACE DISC AT 7HE
CONSTRUC7E0 IN7ERSECDOW OF N.E. 47H Sr (SE 1287HST.)
AND 1487H AYE SE
B. 45477 (138.614 METERS)
NO. 2103 - BROKEN BRASS SURFACE DISC IN NE INTERSECTION
OF SE. i 1287H ST. AND 1567H AYE SE.
EL 54794 (157013 ME7D? J
2 (rP.) s �'
I L \ ) FOR OV L
BY
8 -2 oz-
I EX 8' D./. SANITARY
% ! SEAR FORCE MAIN
h SS'MH 1 EX. SSSYH 47
54'D SHALLOW MANHOLE RIM 415.10 (DE%N)
I LOCATE AS SHJNV EX 8' I£ 405.13 (A.B.)
8I -E �405.87,(OUT)
8' /E 405.97 (IN)
EX. CLEA/VOUT
,A,
RIM 412. oat
�l \ 8' IE 405..85,(DES'GIV
FIELD VERIFYPRIOR
TO BEG /NNINO CON57RUC)/ON)
y L+ TO BE REMOVED
Tl
�_ I
r-
} \ A -15A \ z ^- - 1 I I tiQ EX 8- PVC SAN/TARPSSPER
0 0.0050 (DE376N SLOPE)
t 12 "A \� f
12'n II \ I — . II
f
12 "A
Rl
iTl
i
h O I r \ [I 3LF - 8' PVC J�•� be
N / `A -14A �P. -6A 1 TA -5A —' C 1 — EXTEND EX. B'PYO 70
1n / " NEW CONS MANHOLE AT
Z �P TA-SA TA -4.A a" I {j Ii `li i (DESIGN 00050E f�amE Z
A
W W °- c /P
TA -7A
P. ` 4 C T ( )
N
J ' TA -3A
I
`,ETA -12A. s -12 -os
U iy U W 16COTI• 6- �P �\ ��� ` t I 9N4 �i. 4205148th.�lve. N.E. Suite 200
.12..A '� T.4 -9A �_ II II
-- Bellevue, Washington Y80(•7
42S.885.7877 Fax 425.--'5.79A3
U U
3 W 3 2 „COT \� - TA -10A \\ 1 CO ENGINEERING
W > /
HISS �/ G \ 'DESIGN PLANNING
c,�T ` \_ TA -2A'� a _ _ SURVEYING
W W W W TA -11A i C� i! \ I CJT
TA-1 A
$g N Z VyW�i 2J� ,�O �2 010240501
S
57 1.2 SCANNED SEP 13 2062
r
i
c
l
1t v
q0t,7 ' r� � t
a
.... . .:::: - L .r CzN
W W W
LL t.!)
...
a�E
HOR /Z SCALE.- 1 =20'
VERT SCALE- 1"— 5'
CL7;'- o /2c z SCANNED SEP 13 2002 010240521. S
®
T 7
a
jLi
Y r
pil
U
1
N
a
�n o
V J
_a
g
a
!� yy
o N
'M
m Q °
F+� w
w
1 1p
a
Y
jW
W
h
rl �
W
r�
9 � z 9
U /1 U
v i W w
o�oo
ti
z
0
D
z
ACCESS ROAD
)GPH 0. SBC
girls ,Q� o�?
i
I
SSMH 2
54 "0 SHALLOW MANHOLE
LOCATE AS SHOWN
RIM 4t3.60i 411.47
B° /E 40747 (OUT) 40Z 36
B" /E 407 5-7 ( /N)
SCALE: 1 " = 20'
"0 10 Zv�O _�
(� BFNCHMARK
J /�• PER CITY OF RENTON SURPEY ON NAPD 1988 9,47UM
`
NO 1852 - 3" FLAT BRASS SURFACE 0 /50 AT NE
CON57RUCIED 1WERSE07701V OF N.E. 4711 ST. (SE. 1287HST.)
AND 1487H APE. SE
N EL. 45477 (138614 ,XEMRS)
�1
I
NO 2103 - BROffFN BRASS SURFACE DISC /N 7HE INMRSEC
OF S.E. 1287H ST. AND 1557H APE SE.
EL. 54794 (167013 METERS)
1
3 YR,1W t
,1
2� () 1'
2 (rtP)
�� I'4k�,CasTi".1frPiL'irylD
L FOR A Rov 1,
i � i
:>
HY 8 -2-oZ
' ZEX. 8" D./. SAN ITARY
SEWER FORCE MAIN
_N
SSW 1 EX. SSW
54 70 SHALLOW MANHOLE RIM 41510 (DESIGN)
LOCATE AS SHOWN °X 8" /E 40513 (A. R)
1W 412.Bt 411.31
8" /E 405.8F (OUT) 405.71
8" LE 4059,- (IN)
.84
EX. CLEANOUT_
(DESIGN,
RELO PER /FY PRIOR
TO BEGINNING CONSNUCON)
TO BE REMOWD
�301203v
ik P' EX. 61PY0 SAN ITARY SEWER
® 0.0050 (DESIGN &a0f)
:; ERIC C
31F -B "PVC J�O.•od'W.i:;9 J
EXTEND EX. 8" PYC TO
NEW MANHOLE AT "
AS- CONSN007 O SLOPE `
(DESIGN 20PE- 00050) ec'E .•; R' ti
_ a+a 6 -12 -03
1 \ 4205 148th. %ve. N . 58011 200
Belles.- ,b'/-s Pox4 ;8017
•.'25.885.7877 Fax 425. -15./963
ENGINEERIN 3
DESIGN PLANNING
SURVEYING
ASBUiLT [ I I I-
c "D ; 5 •- 5'a 1.? O i SCANNED SEP 13 20112
m o
o:
[�
CQ
3E
�.+ Z
1��
U .
plal
H W
is
Uri
�o
oE
.� E
\E
CN
E
u��
02
`s
3�
9 � z 9
U /1 U
v i W w
o�oo
ti
z
0
D
z
ACCESS ROAD
)GPH 0. SBC
girls ,Q� o�?
i
I
SSMH 2
54 "0 SHALLOW MANHOLE
LOCATE AS SHOWN
RIM 4t3.60i 411.47
B° /E 40747 (OUT) 40Z 36
B" /E 407 5-7 ( /N)
SCALE: 1 " = 20'
"0 10 Zv�O _�
(� BFNCHMARK
J /�• PER CITY OF RENTON SURPEY ON NAPD 1988 9,47UM
`
NO 1852 - 3" FLAT BRASS SURFACE 0 /50 AT NE
CON57RUCIED 1WERSE07701V OF N.E. 4711 ST. (SE. 1287HST.)
AND 1487H APE. SE
N EL. 45477 (138614 ,XEMRS)
�1
I
NO 2103 - BROffFN BRASS SURFACE DISC /N 7HE INMRSEC
OF S.E. 1287H ST. AND 1557H APE SE.
EL. 54794 (167013 METERS)
1
3 YR,1W t
,1
2� () 1'
2 (rtP)
�� I'4k�,CasTi".1frPiL'irylD
L FOR A Rov 1,
i � i
:>
HY 8 -2-oZ
' ZEX. 8" D./. SAN ITARY
SEWER FORCE MAIN
_N
SSW 1 EX. SSW
54 70 SHALLOW MANHOLE RIM 41510 (DESIGN)
LOCATE AS SHOWN °X 8" /E 40513 (A. R)
1W 412.Bt 411.31
8" /E 405.8F (OUT) 405.71
8" LE 4059,- (IN)
.84
EX. CLEANOUT_
(DESIGN,
RELO PER /FY PRIOR
TO BEGINNING CONSNUCON)
TO BE REMOWD
�301203v
ik P' EX. 61PY0 SAN ITARY SEWER
® 0.0050 (DESIGN &a0f)
:; ERIC C
31F -B "PVC J�O.•od'W.i:;9 J
EXTEND EX. 8" PYC TO
NEW MANHOLE AT "
AS- CONSN007 O SLOPE `
(DESIGN 20PE- 00050) ec'E .•; R' ti
_ a+a 6 -12 -03
1 \ 4205 148th. %ve. N . 58011 200
Belles.- ,b'/-s Pox4 ;8017
•.'25.885.7877 Fax 425. -15./963
ENGINEERIN 3
DESIGN PLANNING
SURVEYING
ASBUiLT [ I I I-
c "D ; 5 •- 5'a 1.? O i SCANNED SEP 13 20112
r'y
N
O
O
M
n
a
N
K
k
N
O
M
H
w
w'
www>
F
a
I
r
i
a
0
rc
w
s
SCANNED SEP 13 2002
S