HomeMy WebLinkAboutS-279016I � �
cn _
� � I
� I I
CL 1NT 344 B1 SE 12477i ST
B
I
ai!
u
of /
I if
/
¢ i
a L0997
w
0
50205
m 12" lE 498.53 (E) 47 (W)
497,46,
49283 (E)
492.78 f SJ 496.57
-1.79X
491.63 492.60 (SW)
0
U7
W
CALE: 1"= 50' HORIZ
1"= 5' VERT.
wwp- s7.2'96
s
SEE
LOW POINT ELE'/ = 515.22
LOW POINT STA = 9 +7757
POINT fL V
PIA STA 10 +25
NIGH
515.6-1 PW EL<V .= _5;4:61
- HIGH POINT STA -- 8 +92. 11 750 00' uc -
PV/ STA = 8 +92.11
f"f STA 7 +76.7' PN ELEV 515.93
Pn E = 574.17 lo0.00'vwc o KING CITY OF m
o o COUNTY'! RENTON
�"pi W..
-- -o _. -_
SE 12
BENCHMARK AND DATUM
DATUM: NAD 1983191 (BASED ON 71ES Ta CITY OF REN70N MONUMENTS NUMBERS
1851 AND 1852)
CONTOUR INTERVAL 2'
-
= 170 +00 148TH AVE SE
CITY OF REN70N BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE
Project llanagement
I
�I
AS—CONSTRUCTED
ELEVA770N 454.77 FEET
BM f 1 SOU7H£RLY BONNET BOLT ON TOP OF F7RE HYDRANT
18' f WEST OF SW CORNER OF SI7E. ELEVA77ON 490.99'
'A
site reap
11614 115th Are N6 Hirkhtnd, 1fk OM -678
Tel 42LBL XU Pa 425M.9461
Thll Frft 600AMmm m.tkd°®0°'C0m
PROPERTY LINE
16 +5520 s
\
O
+
uj
-B. VWC _
y1OS'
O
u V
a
O 8R 1EE519.79NE
16
SCALE: 1" = 50'
15
�
a
i4EET 2 z
y2 ^� 30 ...
w
..,
of /
I if
/
¢ i
a L0997
w
0
50205
m 12" lE 498.53 (E) 47 (W)
497,46,
49283 (E)
492.78 f SJ 496.57
-1.79X
491.63 492.60 (SW)
0
U7
W
CALE: 1"= 50' HORIZ
1"= 5' VERT.
wwp- s7.2'96
s
SEE
LOW POINT ELE'/ = 515.22
LOW POINT STA = 9 +7757
POINT fL V
PIA STA 10 +25
NIGH
515.6-1 PW EL<V .= _5;4:61
- HIGH POINT STA -- 8 +92. 11 750 00' uc -
PV/ STA = 8 +92.11
f"f STA 7 +76.7' PN ELEV 515.93
Pn E = 574.17 lo0.00'vwc o KING CITY OF m
o o COUNTY'! RENTON
�"pi W..
-- -o _. -_
SE 12
BENCHMARK AND DATUM
DATUM: NAD 1983191 (BASED ON 71ES Ta CITY OF REN70N MONUMENTS NUMBERS
1851 AND 1852)
CONTOUR INTERVAL 2'
WE TL AN
VER7ICAL DATUM.• NA W 7968
ORIG1NA77NG BENCHMARK
CITY OF REN70N BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE
Project llanagement
AWNU OF NE 47H STREET AND
148TH WERSECRON
148TH AVENUE &E
AS—CONSTRUCTED
ELEVA770N 454.77 FEET
BM f 1 SOU7H£RLY BONNET BOLT ON TOP OF F7RE HYDRANT
18' f WEST OF SW CORNER OF SI7E. ELEVA77ON 490.99'
(SEE SHEET 1 FOR DISCLAIMER)
'l'w
fOS e• Pvc
CAP END Of
8° 1E 519.79
b G'
h
CHANNEL
8.B6
51.0
' Z-
*XU4M'W DUNLAP. At P.E N
DESIGNED: W. Gomm P.E. /.t FREmm
. -..... - -._ 5W CARD: D. Memm
CHEC%6O: was
DATE: 1115199
SCALE: MO.: 1" = 50'
VERT.: 1" = 5'
IST
3�v� f�CCi
e a
F
A
.p
m o d'S ONALRE�G���
n
N N d
h m
EXPIRES. 1122103
2/28/0/
>mplionce to City Standards SfAYP NOT VALID
UNLESES SIGNED AND DATED
70H NOAH3BR 95-243 'I l
SHEET NIDIHER g
601, ® 7C
01999 TRIAD ASSOCIATES
te
VPVEE) JUL 2 7 z940
C
WE TL AN
TRIAD ASSOV WTIM
Project llanagement
Civil Engineering
lava Surveying
Land Use Planning
\\ p
landscape 4xchltentnle
site reap
11614 115th Are N6 Hirkhtnd, 1fk OM -678
Tel 42LBL XU Pa 425M.9461
Thll Frft 600AMmm m.tkd°®0°'C0m
PROPERTY LINE
16 +5520 s
\
O
+
uj
-B. VWC _
y1OS'
O
a
O 8R 1EE519.79NE
16
15
�
a
i4EET 2 z
k
Cu�
m 1��
Cc 0
- _ry �
W
2
I
v!
fOS e• Pvc
CAP END Of
8° 1E 519.79
b G'
h
CHANNEL
8.B6
51.0
' Z-
*XU4M'W DUNLAP. At P.E N
DESIGNED: W. Gomm P.E. /.t FREmm
. -..... - -._ 5W CARD: D. Memm
CHEC%6O: was
DATE: 1115199
SCALE: MO.: 1" = 50'
VERT.: 1" = 5'
IST
3�v� f�CCi
e a
F
A
.p
m o d'S ONALRE�G���
n
N N d
h m
EXPIRES. 1122103
2/28/0/
>mplionce to City Standards SfAYP NOT VALID
UNLESES SIGNED AND DATED
70H NOAH3BR 95-243 'I l
SHEET NIDIHER g
601, ® 7C
01999 TRIAD ASSOCIATES
te
VPVEE) JUL 2 7 z940
C