HomeMy WebLinkAboutW-308217N
00
0
M
N
CC
Ld
U)
Z
C) LLB
0
ry
\W
0
^r
L..L
2
Ir
W
3:
W
U)
0
z
Q
w
Q
Z
0
F_
0
Z
Q
W
(3)
0
0
CV
w
M
Q
Z
W
J
U-
w�
A-'
O
SEE SHEET C5
INTX. 1+00.00 EARLINGTON `A VC SW=
STA. 35 +0347 SUNSET BL
N 177373.21 �
E 1295832.36
j
I
� x
x
Lx
1
�PL
2" IP GAS
W
v�\�
O I
% O
`-A WARNING!!!
OLYMPIC PIPELINE PRESSURIZED
PETROLEUM. CONTRACTOR SHALL
CON TA C T OL YMPIC PIPELINE A MINIMUM
OF 48 HOURS PRIOR TO EXCA VA TION.
OL YMPIC PIPELINE PERSONNEL SHALL BE
ONSI TE AS REQUIRED DURING
CONSTRUCTION.
5
T�
x x 321 `� x x
T
0
OD
_ d
OPL OPL G OPL
G G
2+00 2,136 LF 8 P VC 3.5 0
260 (AB ) (ABL
AVMaV02i 1lVHdSV
❑ ❑ ❑ -❑�j i
QOOM ,9 I °
S . 1 +73.1, 6.4' RT Cn
6 (1) 8 "x6" TEE (MJxFL)
SE SHEET 5 2_ (1) 6 G V (FLxMJ) °
- � n n
(1) FIRE HYDRANT ASSEMBL Y_ ANII
QOOM '9
N
o
v
CP
TA 0
u1
• ° I (.l�
CP
I
- C.I .. -I
3AIN4
'ON00
3+
V
A'
N U
O
0
D
0
D
-C
a ONIA8Vd
+ 1lVHdSV
2 SMH 11C 1
48"'o 0
0
OPL
EARLINGTON AVE. SW
o 0 0� 0 0
D11-1
m 00
r
0
D STA. 3 +64.0 5.8 R
(1) 8" GV (MJXMJ)
III �
I
I
V �r�
r�n —A NN
I
D
D
D
r
I
O
f�1
57)
r,L, JJ 15
I
�o •
o �o
+I
�. ❑ +
❑ QOOM ,-v
(l00M ,- ONIAWd 13AV80 \ ❑ ❑
❑ ❑
G OPL OPL G
274(AB) SVO dI uZ 78.9 AB) G
4+
7 .0f
472 LF 8" CL -52 Dl W1 POLY RAP
OD
W W
X cr 3A 1 X10
zw i]VHdSV
0
cn
W 0
I ABANDON EX. 611W
I
O �
C-
tin
I O
A �N
I
I I O
0 —20 40
-0
_ 1 "= 20'
LLj
Q
Z
p
Z LO
J T
L OPL 0
G 2" IP GAS
p 6 Q
w ui
o
0 W
6" WTR W O T
+ (n
(0 W
W
h
h 1
W
I ,Z
���A z
03 -TA —
I � �
r
I
M
Q�
EARLINGTON AVE. SW m
mm C �
140
.............
...........
................
740
CO
• ��
co
,• zwz vC��S.9
W : �W
1,30 ",1- �. .......................... ......... ....... I CO II II II v ° y'�� 1,30
........ .. Q1)
I I �. �. / NO TES
:z CO 00 CID
�
II � � Ct
Q WA TER NOTES: Cn
120 . ... ... ... ... .. .......................... .. .:. .1. .3' .COVER ly1l.NlM.UM.. (TYPICAL) . .
120
+ o 2 REMOVE AND SALVAGE EXISTING
EXISTING GRADE
FIRE HYDRANT.
110 Q+ ��� C� :ROAD °
................... ...........v��
° . 5 3/� .
. � � ......... WA TER .SER VICE . .
REPLACEMENT PER STANDARD
Q Q : : : DETAIL 320.1. TYPICAL FOR
ZCn ?� (TYPICAL
00 — 472 LF 8" CL_52
DI POLY RAP ALL SERVICES) CONNECT NEW
METER SETTER AND NEW Now COPPER TAIL PIECE TO
L
. . . . . . . . . ... . . . . . . . . ... .� -.- -. ... . . . . . . . .
. . . . . . . .
-256 LF g»
J.-5X ...................................................
P BC ®(AB)
(A
DATE
BY
1
260
12 -3 -10
90
W
................ .......................
I
.......................................
SEWER NO TES:
0
G4 PROJECT NO. 09 -4193
SANITARY SEWER MANHOLE,
80
2 REMOVE EXISTING SANITARY
SEWER MANHOLE AND REPLACE
WITH NEW SANITARY SEWER
�.� � .............
............ ......................
.......... ............................... ................
5O 6 ". RVC. SIDE SEWER .STUB .
70
A
(TYPICAL).
SO INSTALL 28 LF 8" PVC SEWER
:
A S —BOIL T
4,
70
...................................
o �
:. :. :.
DRAWINGS HAVE BEEN PREPARED FOR
:. :. AS -BOIL T RECORD BASED ON INFORMA TION . . .
INTX. 1+00.00 EARLINGTON `A VC SW=
STA. 35 +0347 SUNSET BL
N 177373.21 �
E 1295832.36
j
I
� x
x
Lx
1
�PL
2" IP GAS
W
v�\�
O I
% O
`-A WARNING!!!
OLYMPIC PIPELINE PRESSURIZED
PETROLEUM. CONTRACTOR SHALL
CON TA C T OL YMPIC PIPELINE A MINIMUM
OF 48 HOURS PRIOR TO EXCA VA TION.
OL YMPIC PIPELINE PERSONNEL SHALL BE
ONSI TE AS REQUIRED DURING
CONSTRUCTION.
5
T�
x x 321 `� x x
T
0
OD
_ d
OPL OPL G OPL
G G
2+00 2,136 LF 8 P VC 3.5 0
260 (AB ) (ABL
AVMaV02i 1lVHdSV
❑ ❑ ❑ -❑�j i
QOOM ,9 I °
S . 1 +73.1, 6.4' RT Cn
6 (1) 8 "x6" TEE (MJxFL)
SE SHEET 5 2_ (1) 6 G V (FLxMJ) °
- � n n
(1) FIRE HYDRANT ASSEMBL Y_ ANII
QOOM '9
N
o
v
CP
TA 0
u1
• ° I (.l�
CP
I
- C.I .. -I
3AIN4
'ON00
3+
V
A'
N U
O
0
D
0
D
-C
a ONIA8Vd
+ 1lVHdSV
2 SMH 11C 1
48"'o 0
0
OPL
EARLINGTON AVE. SW
o 0 0� 0 0
D11-1
m 00
r
0
D STA. 3 +64.0 5.8 R
(1) 8" GV (MJXMJ)
III �
I
I
V �r�
r�n —A NN
I
D
D
D
r
I
O
f�1
57)
r,L, JJ 15
I
�o •
o �o
+I
�. ❑ +
❑ QOOM ,-v
(l00M ,- ONIAWd 13AV80 \ ❑ ❑
❑ ❑
G OPL OPL G
274(AB) SVO dI uZ 78.9 AB) G
4+
7 .0f
472 LF 8" CL -52 Dl W1 POLY RAP
OD
W W
X cr 3A 1 X10
zw i]VHdSV
0
cn
W 0
I ABANDON EX. 611W
I
O �
C-
tin
I O
A �N
I
I I O
0 —20 40
-0
_ 1 "= 20'
LLj
Q
Z
p
Z LO
J T
L OPL 0
G 2" IP GAS
p 6 Q
w ui
o
0 W
6" WTR W O T
+ (n
(0 W
W
h
h 1
W
I ,Z
���A z
03 -TA —
I � �
r
I
M
Q�
EARLINGTON AVE. SW m
mm C �
140
.............
...........
................
740
CO
• ��
co
,• zwz vC��S.9
W : �W
1,30 ",1- �. .......................... ......... ....... I CO II II II v ° y'�� 1,30
........ .. Q1)
I I �. �. / NO TES
:z CO 00 CID
�
II � � Ct
Q WA TER NOTES: Cn
120 . ... ... ... ... .. .......................... .. .:. .1. .3' .COVER ly1l.NlM.UM.. (TYPICAL) . .
120
+ o 2 REMOVE AND SALVAGE EXISTING
EXISTING GRADE
FIRE HYDRANT.
110 Q+ ��� C� :ROAD °
................... ...........v��
° . 5 3/� .
. � � ......... WA TER .SER VICE . .
REPLACEMENT PER STANDARD
Q Q : : : DETAIL 320.1. TYPICAL FOR
ZCn ?� (TYPICAL
00 — 472 LF 8" CL_52
DI POLY RAP ALL SERVICES) CONNECT NEW
METER SETTER AND NEW Now COPPER TAIL PIECE TO
AS-BUI-LT__
. . . . . . . ... . . . . . . . . .
. . . . . . . . . ... . . . . . . . . ... .� -.- -. ... . . . . . . . .
. . . . . . . .
-256 LF g»
J.-5X ...................................................
P BC ®(AB)
(A
DATE
BY
1
260
12 -3 -10
90
................ .......................
.........................................
.......................................
SEWER NO TES:
0
G4 PROJECT NO. 09 -4193
SANITARY SEWER MANHOLE,
80
2 REMOVE EXISTING SANITARY
SEWER MANHOLE AND REPLACE
WITH NEW SANITARY SEWER
�.� � .............
............ ......................
.......... ............................... ................
5O 6 ". RVC. SIDE SEWER .STUB .
70
(TYPICAL).
SO INSTALL 28 LF 8" PVC SEWER
:
A S —BOIL T
70
...................................
I
r< :.
:. :. :.
DRAWINGS HAVE BEEN PREPARED FOR
:. :. AS -BOIL T RECORD BASED ON INFORMA TION . . .
PROVIDED BY THE CON TRA C TOR AND GROUP
FOUR, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER.
AS-BUI-LT__
THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON.
HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO
THESE PLANS.
GROUP Inc.
Land Surveying Civil Engineering
Land Use Planning Biological Sciences
16030 JUANITA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011
(425)775 -4581 * (206)3624244 * FAX(206)362 -3819 * www.GRP4.com
No.
REVISION
DATE
BY
1
AS- BUILTS
12 -3 -10
ESZ
ABANDONED VA DES)
...........................
90
SEWER NO TES:
O1 CONNECT TO EXISTING
G4 PROJECT NO. 09 -4193
CUSTOMER PRIVA -TE SER VICE...
/ v v
LINE.
6�CLOSE VALVE AND REMOVE EX.
VALVE BOX. (TYPICAL FOR
ABANDONED VA DES)
...........................
90
SEWER NO TES:
O1 CONNECT TO EXISTING
SANITARY SEWER MANHOLE,
80
2 REMOVE EXISTING SANITARY
SEWER MANHOLE AND REPLACE
WITH NEW SANITARY SEWER
MANHOLE.
5O 6 ". RVC. SIDE SEWER .STUB .
70
(TYPICAL).
SO INSTALL 28 LF 8" PVC SEWER
AND CONNECT TO EXISTING
0 U V) I �° SAN/ TAR Y SEWER MAIN. 6 0
7+00 + 00 J+00 4+00 5+00
ONE CALL
1-800-424 -�
O, p V��S �C SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE:
�T ti% DESIGNED: 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 Ak CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
:. 0 3 AS —BUILT INFORMATION ADDED AW 11/20/12 AW, J PLAN AND PROFILE: EARLINGTON AVE SW FIELDBOOK:
DRAWN: � RENTON PAGE.
�O 44863 <v� AW, J H ONE INCH
STA 1 +00 TO STA 6 +00 DRAWING N0:
,n I O CHECKED: AT FULL SCALE C 1 4
AG, Dc, AW, JH Planning /Building /Public Works Dept.
F F�' STERN � IF NOT ONE INCH
SSA ONAL G NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
AG, DC, LH RECORD DRAWING/A.S.R1111ILT
I 32
3018121-