HomeMy WebLinkAboutS-293910(y)
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SEE SHEET 4
I /
CULV
m
(12" DI, W) j
I
FND 1/2" RE AR & CAP
"LS# 37540" 25'
TEMP. C LV
//
(4/25/05) CONST (12" D1 E)
,
6
2144800746
DOLGE JAMES S. &
SANDRA L.
EASEMENT
2144800740'0/
/BROZOWSKI, S.//
jNO TRESPASSING
X1 ON THIS PROPERTY
'UIILIIY 24"COT',
\-CULV"(1 �CULV (12"
U /! Lt 215.11 Y 24 " COT'�'
CONC I W) CONC E) CULV (12" CONC)/
LE.-2�1.46' I.E.-221.04" 1. E. = 214.6 9'
42' TEMP. / "45'TEMPORARY
CONST CONST EASEMENT CULV (12" CONC SE)
EASEMEN7 I. E. =
A
INSTALL 10 FOOT WIDE
TEMP. ACCESS ROAD TO
EAST LINE OF LOT 4 PRIOR
TO CONSTRUCTION OF 2144, 80 T 0732
SEWER BETWEEN MH #4 NGUYENOAN Q.
AND MH #5
I
0
a:
u
Efl
N)
CAUTION
12" HIGH PRESSURE
OLYMPIC GAS LINE
10.5' GATE
-----'21
5' CA
j BLDG 2
10' TEMPORARY -
CONST. EASEMENT
PROTECT
/EX, TREES
1210C
0-7
CULVIII�---�
(12" CONC NW)
r. E----2t5 qzv-
2144800800 EASE
GOV, TEA HOR & IR , ENG YOU
25' TEMPORARY
1\�Tll 1 111
SEE SHEET 6 FOR
THIS SEWER
0..
..........
clq
ti
TLu
L -
wr
66
THE EXISTING GRAVEL: ROAD SHALL BE RESTORED FROM MH #6
T084THAVES. THEROAD SHALL BE 10 FT WIDE, 5FTON
230
230
EITHER SIDE OF THE PERMANENT EASEMENT -THEROADSHALL ........... .............................
THE EXISTING GRAVEL_ ROAD SHALL BE RESTORED FR
I V L 0
IST
X
T 4 HA E , HEROAD HAL E 0 F 'DE , 5F
0 8 T V S T S L B T W
1 0 M M T
EITHER R DE HE PER ANENTEASE ENT HE R
T S1 T
BE 6"�OF COMPACTED CRUSHED ROCK PER SECTION 9-03.9(3)
(C US SURFACING).
Cl
(CRUSHED SURFACING).
.............. ............................... ....................... .................. ............. .
CAUTION. EXISTING 12"HIGH PRESSURE PETROLEUM PIPELINE.
IOLFOF8-PVCO2.0%
"PV�21 CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY
WITH CAP IE=221.00 EX' GROUND o AT 425 - 235 -7767 A MINIMUM OF 48 HOURS PRIOR TO
P'PE CF�7ERLINE
220 7 PERFORMING WORK .WITHIN � 1.0 FEET .OF, THE PIPELINE... ........
220 �
L
Ll
........ 9LFOF15- PVC @q,:,�%-
....................................
104LFOF15- PVC @0.5%
210 LF OF 15- PVC Q 0.5%
--o...
.......................... .................
STORM
8" WATER
: 1 210
SHOP
DM
......................... ...... ...........
Mff.#7
N 1.79373.27
MH #6
�F la-ml'
0
N 179368.51
rn
MH #5
N 179348.56
PVC @ a5%
MH #3
...................... ... NtW,54#MH:
E 1295475.39.
N 4-7-935A Iff. - .........................
�
13
RIM= 2268±
16"AP
rn
NEW54"MH.
E 1295699.03
-
CA PP
OHP-
NEW 54"MN
FND 1/2"
REBAR
2
&CAP
1E 15"W=209�83
"CRONES,
LS# 29537"
R)M=2M.0.t
......... ...... ......
ZE 8015W -�- 220.80 WITH
(4/25/05)
IE:15" 209.68
NW=
:
1E IYS --� 208.43
......... 1E 8"S 208.86 ....... .........
CULV
m
(12" DI, W) j
I
FND 1/2" RE AR & CAP
"LS# 37540" 25'
TEMP. C LV
//
(4/25/05) CONST (12" D1 E)
,
6
2144800746
DOLGE JAMES S. &
SANDRA L.
EASEMENT
2144800740'0/
/BROZOWSKI, S.//
jNO TRESPASSING
X1 ON THIS PROPERTY
'UIILIIY 24"COT',
\-CULV"(1 �CULV (12"
U /! Lt 215.11 Y 24 " COT'�'
CONC I W) CONC E) CULV (12" CONC)/
LE.-2�1.46' I.E.-221.04" 1. E. = 214.6 9'
42' TEMP. / "45'TEMPORARY
CONST CONST EASEMENT CULV (12" CONC SE)
EASEMEN7 I. E. =
A
INSTALL 10 FOOT WIDE
TEMP. ACCESS ROAD TO
EAST LINE OF LOT 4 PRIOR
TO CONSTRUCTION OF 2144, 80 T 0732
SEWER BETWEEN MH #4 NGUYENOAN Q.
AND MH #5
I
0
a:
u
Efl
N)
CAUTION
12" HIGH PRESSURE
OLYMPIC GAS LINE
10.5' GATE
-----'21
5' CA
j BLDG 2
10' TEMPORARY -
CONST. EASEMENT
PROTECT
/EX, TREES
1210C
0-7
CULVIII�---�
(12" CONC NW)
r. E----2t5 qzv-
2144800800 EASE
GOV, TEA HOR & IR , ENG YOU
25' TEMPORARY
1\�Tll 1 111
SEE SHEET 6 FOR
THIS SEWER
0..
..........
clq
ti
TLu
L -
wr
66
THE EXISTING GRAVEL: ROAD SHALL BE RESTORED FROM MH #6
T084THAVES. THEROAD SHALL BE 10 FT WIDE, 5FTON
230
230
EITHER SIDE OF THE PERMANENT EASEMENT -THEROADSHALL ........... .............................
THE EXISTING GRAVEL_ ROAD SHALL BE RESTORED FR
I V L 0
IST
X
T 4 HA E , HEROAD HAL E 0 F 'DE , 5F
0 8 T V S T S L B T W
1 0 M M T
EITHER R DE HE PER ANENTEASE ENT HE R
T S1 T
BE 6"�OF COMPACTED CRUSHED ROCK PER SECTION 9-03.9(3)
(C US SURFACING).
Cl
(CRUSHED SURFACING).
.............. ............................... ....................... .................. ............. .
CAUTION. EXISTING 12"HIGH PRESSURE PETROLEUM PIPELINE.
IOLFOF8-PVCO2.0%
"PV�21 CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY
WITH CAP IE=221.00 EX' GROUND o AT 425 - 235 -7767 A MINIMUM OF 48 HOURS PRIOR TO
P'PE CF�7ERLINE
220 7 PERFORMING WORK .WITHIN � 1.0 FEET .OF, THE PIPELINE... ........
220 �
L
Ll
........ 9LFOF15- PVC @q,:,�%-
....................................
104LFOF15- PVC @0.5%
210 LF OF 15- PVC Q 0.5%
--o...
.......................... .................
STORM
8" WATER
: 1 210
wr
ag
................ ................................................. .............
05 WA; Ho
!�l
o g
5 WA 'S,
/A 0 r. S=293910
JEXPIRES 8/21/09 j
NO.
REVISION
BY I DATE I APPR
JDH
� m� 1. 2007
1"=20' 4 4 1 CITY OF EARLINGTON MAR
2LI RENTON SANITARY SEWER INTERCEPTOR P� wuwu�c'a
°NE "pi DATUM
� Planning/Building/Public Works Dept. S-3
SCNE y mm. a: 3 8
�b , :S- a?3cND lsl-121913191T
........... ......
......................... ...... ...........
Mff.#7
N 1.79373.27
MH #6
�F la-ml'
E 1295366.30�
N 179368.51
MH #5
N 179348.56
PVC @ a5%
MH #3
...................... ... NtW,54#MH:
E 1295475.39.
N 4-7-935A Iff. - .........................
...........
E 1295699.73
N-179314: 99 ...................... .. ...... .. .....
RIM= 2268±
NEW54"MH
E 1295484.95
NEW54"MH.
E 1295699.03
1E 15"N = 210.45
RIM= 223,2±
NEW 54"MN
RIM= 21&0±:
NEW54!MH
1E 15" E = 21a35
1E 15"W=209�83
RIM= 223, I±
IE 15" W = 2018.53
R)M=2M.0.t
......... ...... ......
ZE 8015W -�- 220.80 WITH
1E 15' SE = 209.73
IE:15" 209.68
NW=
:
1E IYS --� 208.43
......... 1E 8"S 208.86 ....... .........
INSIDE DROP JE 8" = 211.03
1E: 15- E = 269.58
1E 15" N 208.28
1E 15"E = 208.18
wr
ag
................ ................................................. .............
05 WA; Ho
!�l
o g
5 WA 'S,
/A 0 r. S=293910
JEXPIRES 8/21/09 j
NO.
REVISION
BY I DATE I APPR
JDH
� m� 1. 2007
1"=20' 4 4 1 CITY OF EARLINGTON MAR
2LI RENTON SANITARY SEWER INTERCEPTOR P� wuwu�c'a
°NE "pi DATUM
� Planning/Building/Public Works Dept. S-3
SCNE y mm. a: 3 8
�b , :S- a?3cND lsl-121913191T