HomeMy WebLinkAboutW-308227N
Coo
0
M
N
I
Ir
w
Q
z F_
f— z
Li w
0
CL w
O
w
3:
��w
v!
0
z
Q
w
Q
z
O
F_
0
z
J
a
w
(3)
O
O
CV
w
Q
z
w
J
U
w
H
W
w
z
CD
w
w
cn
lCONC- WALK
SEE SHEET EC5
I N 12g.
I g PSEM�N� I Q I
N ZO
J
I J I I
UI
GRAVEL I J v
3 CONC. 3 O •
0 DRIVE IP DRIVE
� CON BLK. WAL
Eij EP
CONC. WALK
24P G S
I
I
GRAVEL
- - - - - - IP - DRIVE
n
DOM
DO 1 ST FL.
9.6 W/
ENT
I _
ROAD WA Y RES TORA PON AND TESC PLAN
SW 4TH PL / SW SUNSET BL VD.
SCALE: 7 " =30' NORTH
1T-4
3600
..
-'1
' I
0
K
moo/ �p�C YID
/ I
rL, 17,30
I
I
LEGEND
PROPOSED PA VEMEN T
RECONS TRUC TION AREA. ACTUAL
LIMITS OF RECONSTRUCTION TO BE
DETERMINED BASED ON SITE
CONDI TIONS
lP FILTER FABRIC INLET PROTECTION.
@___l ROCK CHECK DAM.
SEE SHEET EC5 SEE SHEET EC6
l
HSE # 361
O / \ HS/ # 371 / 1ST FLOOR EL. 108.2 wAC�
a c' HSE # 620 / / / 1ST FLOOR EL. =111.6 BASEMENT 8'
NO BASEMENT / `\
1ST FLOOR EL. =102.1 � '
NO BASEMENT \ /
/ / , 2" PIPE FOR
� o EATING OIL
HSE. #408 1ST \ / H
/
FL. EL. =103.5 W/ Z� / \ / o� j 1'
° BASEMENT
l\ GRA tt
CONC kA
DRIVE CC
J \ \ h
HSE #612
1ST FLOOR EL. =108.9 rQ \
W/ BASEMENT HSE # 532 / CONC l
Q \
HSE # 604 1ST FLOOR EL. =109.9 DRIVE
HSE. #632 1ST 1ST FLOOR EL.=109.6 W/ BASEMENT
// °' / FL. EL. =102.2 W/ W / BASEMENT / HSE #524
o� BASEMENT / / HSE 440
/ / 1ST FLOOR EL. =107.1 #
/HSE # 520 3 / 1ST FLOOR EL. =94.0
W/ BASEMENT W/ BASEMENT
D °o 1ST FLOOR EL. 105.4
0
W/ BASEMENT / 4" /
MB
\ ) MB �Q CONC
Fj o I
0
I E I El E3 El CURB CUT
: a : e WALK
CONC.. WAiK 4 a. , a C�:
35+
ONE CALL
1-800-424-5555
0
0
3400
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
Lit
EDGE OF CONC. ROADWAY II
rZ
0 _-
0
2400
0 0 —I
33 +002 nn 31 3000 29 +00
SW SUNSET BLVD. /
EDGE OF CONC. ROADWAY
VIII•• - � -! ,a - e _ .. }'e - . .e -- • °.
b 'e .
CONC
J 1, , Jld J
71, T1, J030 �
ROAD WAY RES TORA PON AND TESC PLAN
SW SUNSET BL VD.
SCALE: I " =.30'
O��p vWASyc9
2 AS —BUILT INFORMATION ADDED
0 3 AS —BUILT INFORMATION ADDED
z
44863 <v�
mss G / STER��G \�
/ ONAL N 0.
REVISION
I I
rd
I
SURVEYED:
RVM /EZ
12/06/10
VB
DESIGNED:
AW, J
AW
11/20/12
DRAWN:
AW, J H
CHECKED:
AG, DC, AW, J
BY
DATE
AP P R
APPROVED:
AG, DC, LH
I
I I
I
r- L , JJJJ
- �
f L. JJ JJ
J I
( rL, lJ l6 I
I
I I
F�
W
E #,31
co
Q
co (
9"? I
NSE # 122 5
p8 15� F�.
NSE #8 g W
12N
NS 6
V_
c�1
EL E EN
g PS M
_, %1
PSEM
sE #• p WI
SEE SHEET EC5
I N 12g.
I g PSEM�N� I Q I
N ZO
J
I J I I
UI
GRAVEL I J v
3 CONC. 3 O •
0 DRIVE IP DRIVE
� CON BLK. WAL
Eij EP
CONC. WALK
24P G S
I
I
GRAVEL
- - - - - - IP - DRIVE
n
DOM
DO 1 ST FL.
9.6 W/
ENT
I _
ROAD WA Y RES TORA PON AND TESC PLAN
SW 4TH PL / SW SUNSET BL VD.
SCALE: 7 " =30' NORTH
1T-4
3600
..
-'1
' I
0
K
moo/ �p�C YID
/ I
rL, 17,30
I
I
LEGEND
PROPOSED PA VEMEN T
RECONS TRUC TION AREA. ACTUAL
LIMITS OF RECONSTRUCTION TO BE
DETERMINED BASED ON SITE
CONDI TIONS
lP FILTER FABRIC INLET PROTECTION.
@___l ROCK CHECK DAM.
SEE SHEET EC5 SEE SHEET EC6
l
HSE # 361
O / \ HS/ # 371 / 1ST FLOOR EL. 108.2 wAC�
a c' HSE # 620 / / / 1ST FLOOR EL. =111.6 BASEMENT 8'
NO BASEMENT / `\
1ST FLOOR EL. =102.1 � '
NO BASEMENT \ /
/ / , 2" PIPE FOR
� o EATING OIL
HSE. #408 1ST \ / H
/
FL. EL. =103.5 W/ Z� / \ / o� j 1'
° BASEMENT
l\ GRA tt
CONC kA
DRIVE CC
J \ \ h
HSE #612
1ST FLOOR EL. =108.9 rQ \
W/ BASEMENT HSE # 532 / CONC l
Q \
HSE # 604 1ST FLOOR EL. =109.9 DRIVE
HSE. #632 1ST 1ST FLOOR EL.=109.6 W/ BASEMENT
// °' / FL. EL. =102.2 W/ W / BASEMENT / HSE #524
o� BASEMENT / / HSE 440
/ / 1ST FLOOR EL. =107.1 #
/HSE # 520 3 / 1ST FLOOR EL. =94.0
W/ BASEMENT W/ BASEMENT
D °o 1ST FLOOR EL. 105.4
0
W/ BASEMENT / 4" /
MB
\ ) MB �Q CONC
Fj o I
0
I E I El E3 El CURB CUT
: a : e WALK
CONC.. WAiK 4 a. , a C�:
35+
ONE CALL
1-800-424-5555
0
0
3400
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 48 HOURS
PRIOR TO CONSTRUCTION.
Lit
EDGE OF CONC. ROADWAY II
rZ
0 _-
0
2400
0 0 —I
33 +002 nn 31 3000 29 +00
SW SUNSET BLVD. /
EDGE OF CONC. ROADWAY
VIII•• - � -! ,a - e _ .. }'e - . .e -- • °.
b 'e .
CONC
J 1, , Jld J
71, T1, J030 �
ROAD WAY RES TORA PON AND TESC PLAN
SW SUNSET BL VD.
SCALE: I " =.30'
O��p vWASyc9
2 AS —BUILT INFORMATION ADDED
0 3 AS —BUILT INFORMATION ADDED
z
44863 <v�
mss G / STER��G \�
/ ONAL N 0.
REVISION
SCALE:
VERTICAL: NAVD C� /
1 " =30' HORIZONTAL: NAD 1983/83/ 1991
RENTON
ONE INCH
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
% I I HJ-tfU,
T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BUILT RECORD BASED ON INFORMA TION
PROVIDED BY THE CON TRA C TOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
DATE:
2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09
ROADWAY RESTORATION AND TESC PLAN FIELDBOOK:
PAGE:
DRAWING N0:
EC3
RECORD DRAWING /AS —BUILT I SHE 27 OF: 32
v �Og2 _T
SURVEYED:
RVM /EZ
12/06/10
VB
DESIGNED:
AW, J
AW
11/20/12
DRAWN:
AW, J H
CHECKED:
AG, DC, AW, J
BY
DATE
AP P R
APPROVED:
AG, DC, LH
SCALE:
VERTICAL: NAVD C� /
1 " =30' HORIZONTAL: NAD 1983/83/ 1991
RENTON
ONE INCH
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
% I I HJ-tfU,
T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BUILT RECORD BASED ON INFORMA TION
PROVIDED BY THE CON TRA C TOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
DATE:
2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09
ROADWAY RESTORATION AND TESC PLAN FIELDBOOK:
PAGE:
DRAWING N0:
EC3
RECORD DRAWING /AS —BUILT I SHE 27 OF: 32
v �Og2 _T