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RIM EL = 211 t�
INV EL = 201.32 — 8"S t�
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STA 2 +03.8, 51T t
48" SSMH —TYP I
RIM EL = 211.6 f 1 +00 E
t N
INV EL = 201.8= 49(SMITH)
INV EL = 201-98-8"E ' ■
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10 TO BE DEDICATED
TO THE PUBLIC FOR I �3
ROAD '
EX SSM H�
� II
RIM EL = 213.69'
INV EL = 292.59' 8" N 25 16';
n
r T
t'f' Y • �- - ijr% - VF t'� r
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58.27' MEAS) v
58.34 P4.AT 185 =3U7
-- by . -_.- --._ f• _. kb - T "- ik - o' M, _
FOUND BRASS OISK__/
W /PUNCH IN CASE
INTERSECTION Of TALBOT
ROAD 5 do S 23rd ST (3/03)
-._ 14, _ . ___. -- W
FOUND BRASS DISK
W /PUNCH IN CASE
in't znzl
FOUND BRASS DISK GRAPHIC SCALE
W/PMCH IN CASE o w m 40 so
(03/03)
IN Fm
1 inch = 20 ft-
20' JOINT USE
DRIVEWAY ALONG �.' 20' ENGRESS, EGRESS &
N OF LOTS 1, & 5 • UTILITIES EASEMENT ALONG
N OF LOTS 19 4 & 5
REG. NO. 20010614000895 20' ENGRESS, EGRESS & .
UTILITIES EASEMENT ALONG
N OF LOTS 2A & 3A
REC. NO. - - -
68"31126" E STA 165* 2+01.84 N= -A
0 0 STA 2 +47.67 E —-
Sn nry 115.17' - 588'31'26"E
IVIV
EX. 16" S TL. H.P. GAS MAIN
OLYMPIC PIPE LINE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL
AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR
PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-4.4 -5555
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I .�
:
6 \aln v-rwv
f =3 +47.59 S 23RD ST
iy _ .. __ it -- __ W� - - - - -- W �— W _- __ W —.�f __ N• yy W W
I
1
a
14 1%;
CAUTION:
CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH
HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF
PROPOSED CURB) WHEN WORKING ON THIS SHORT
PLAT IMPROVEMENTS. CONTRACTOR SHALL BE
RESPONSIBLE TO CONTACT AND COORDINATE HIS
WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID
DAMAIGE TO THEIR UNDERGROUND FACILITIES.
0.
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�9475�'Gi"'
SJOTVAI. r
EXPIRES 6/22/05
O
W ---)1y
—3+05-17
STA 3 +01.05, 5'RT
48" SSMH —TYP I
RIM EL = 224.50±
INV EL = 215.40-8"W
r
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LEGEND
fFs
CB TYPE 1
►,u STMH (TYPE 11)
i
k S ' SANITARY SEWER MH
PROPOSED SEWER MH
WATER VALVE
ED WATER METER /SERVICE
- FIRE HYDRANT
-n- U TI 10( POLE
GUY WIRE
W v W
G G G G G G
---- -- w – o w w -- - -- IV w
q,3
w____..___ w __ w __._– W ___ ___ w __ —_.__ W w
SE CORNER SEC 19- 23N -5E
CITY OF RENTON MON #230
FOUND CONC. MON.
W /COPPER TACK IN CASE
(03/03)
RECOMMENDED
FOR APPROVAL
. t Wft �
ERA!
B DATE J&Zj&&)3
B DATE
BY DATE
BY DATE
. lu
xxx— xxx —xxx
0111x11110 W.
79803
SCANNED NOV a 7 2003
10
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EX SSMH t:
RIM EL = 211 t�
INV EL = 201.32 — 8"S t�
t ,
t '
t •
t
t
i
t � :
t
t � I
25' t 1►'
t
_ 1 .
STA 2 +03.8, 51T t
48" SSMH —TYP I
RIM EL = 211.6 f 1 +00 E
t N
INV EL = 201.8= 49(SMITH)
INV EL = 201-98-8"E ' ■
/
1 ; + I CNI 1
ir
t N i
1 N t f
1
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U r _
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7, 1 w f 1
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—71 ,f ^ s t 1 N f 0
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l v 1 N W Oct 4i'{�
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I „ RICO
1 H < I t•—
If r ) ( +
./ /
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1:;�: if f
I w W
hx w = f
� " f
r
10 TO BE DEDICATED
TO THE PUBLIC FOR I �3
ROAD '
EX SSM H�
� II
RIM EL = 213.69'
INV EL = 292.59' 8" N 25 16';
n
r T
t'f' Y • �- - ijr% - VF t'� r
G G G G G G G G f G--•
58.27' MEAS) v
58.34 P4.AT 185 =3U7
-- by . -_.- --._ f• _. kb - T "- ik - o' M, _
FOUND BRASS OISK__/
W /PUNCH IN CASE
INTERSECTION Of TALBOT
ROAD 5 do S 23rd ST (3/03)
-._ 14, _ . ___. -- W
FOUND BRASS DISK
W /PUNCH IN CASE
in't znzl
FOUND BRASS DISK GRAPHIC SCALE
W/PMCH IN CASE o w m 40 so
(03/03)
IN Fm
1 inch = 20 ft-
20' JOINT USE
DRIVEWAY ALONG �.' 20' ENGRESS, EGRESS &
N OF LOTS 1, & 5 • UTILITIES EASEMENT ALONG
N OF LOTS 19 4 & 5
REG. NO. 20010614000895 20' ENGRESS, EGRESS & .
UTILITIES EASEMENT ALONG
N OF LOTS 2A & 3A
REC. NO. - - -
68"31126" E STA 165* 2+01.84 N= -A
0 0 STA 2 +47.67 E —-
Sn nry 115.17' - 588'31'26"E
IVIV
EX. 16" S TL. H.P. GAS MAIN
OLYMPIC PIPE LINE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL
AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR
PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-4.4 -5555
IRC) -L L r~ i
I .�
:
6 \aln v-rwv
f =3 +47.59 S 23RD ST
iy _ .. __ it -- __ W� - - - - -- W �— W _- __ W —.�f __ N• yy W W
I
1
a
14 1%;
CAUTION:
CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH
HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF
PROPOSED CURB) WHEN WORKING ON THIS SHORT
PLAT IMPROVEMENTS. CONTRACTOR SHALL BE
RESPONSIBLE TO CONTACT AND COORDINATE HIS
WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID
DAMAIGE TO THEIR UNDERGROUND FACILITIES.
0.
>i
H.
°F �'•
�9475�'Gi"'
SJOTVAI. r
EXPIRES 6/22/05
O
W ---)1y
—3+05-17
STA 3 +01.05, 5'RT
48" SSMH —TYP I
RIM EL = 224.50±
INV EL = 215.40-8"W
r
D
LEGEND
fFs
CB TYPE 1
►,u STMH (TYPE 11)
i
k S ' SANITARY SEWER MH
PROPOSED SEWER MH
WATER VALVE
ED WATER METER /SERVICE
- FIRE HYDRANT
-n- U TI 10( POLE
GUY WIRE
W v W
G G G G G G
---- -- w – o w w -- - -- IV w
q,3
w____..___ w __ w __._– W ___ ___ w __ —_.__ W w
SE CORNER SEC 19- 23N -5E
CITY OF RENTON MON #230
FOUND CONC. MON.
W /COPPER TACK IN CASE
(03/03)
RECOMMENDED
FOR APPROVAL
. t Wft �
ERA!
B DATE J&Zj&&)3
B DATE
BY DATE
BY DATE
. lu
xxx— xxx —xxx
0111x11110 W.
79803
SCANNED NOV a 7 2003
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RIM EL = 211 f ro
INV EL = 201.32 - 8 "S 1�
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25' i 1'
STA 2 +03.8 51T I r(r-
48" SSMH -TYP 1
RIM EL = 2�$ 1
r
1
7 ITH)
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL
I^ V EL -_294 8 8 "E
2 +00 00,
II
E402/0
1
AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
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FOUND BRASS DISK
W /PUNCH IN CASE
(03/03)
20' JOINT USE -
DRIVEWAY ALONG
N OF LOTS 1, & 5
S-- _ 8'31'26" E
GRAPHIC SCALE
20 0 10 20 4o w
( IN FEET )
1 inch = 20 ft.
20' ENGRESS, EGRESS &
UTI6FTI.ES EASEMENT ALONG o
N OF" LOTS 1, 4 & 5 �
REC. NO. 200106140008 -95 20' ENGRESS, EGRESS &
UTILITIES - EASEMENT ALONG
N OF LOTS 2A & 3A
REC. NO.
STA 2 +01.84 N=
165.0�T 5T, 2 +47.67 E ____- - - - - -- -
115.17' " _ S88'31'26 "E
50.0 57 68'
STA 3 +01.05, 5'RT
48" SSMH -TYP I
RIM EL = =24.°9= ZZS -37
INV EL = 215 49 -8 "W
5__69
S
LEGEND
CB (TYPE 1)
STMH (TYPE 11)
S/ SANITARY SEWER MH
3A4 Q 1 ^ r PROPOSED SEWER MH
JV.V
m I
-
89'56'S6','E -- - - 165,Q6' -- ;'
- - -
-G G G C G G C 'G � 0-
58 27' MEAS)
58.34 fi
a
_185 =30�� o
d+ ,
r_
a
a
- - -
w '
Q
a
m 4f
FOUND BRASS DISK
W /PUNCH IN CASE
INTERSECTION OF TALBOT STA 1 +00(�
ROAD S & S 23rd ST (3/03) = +
FOUND BRASS DISK
W /PUNCH IN CASE
Z
0
WATER VALVE
WATER METER /SERVICE
FIRE HYDRANT
UTIyp POLE
GUY WIRE
Ji
-10 _ _, �. u l; G G G - C G G - -. _G 77G G G G G C' C
SOUTH 23rd STR ET 15'
616.65 (ME�jS) 616.67 (PI AT 18 -30) _.'
- - 0+
O -3 +47.59 5 23RD $TY.
S 89 °5'56" E 1174.99' (M AS) (BASIS` OF BEARING) srA o +oo (ACCESS),
CD - o
f
EX. 16" STL. H.P. GAS MAIN SE CORNER SEC 19- 23N -5E
OLYMPIC PIPE LINE CITY OF RENTON MON #230
23 sr) A FOUND CONC. MON.
S -BU /L T" NOTE.•
j AS -BULL r IS BASED ON ACTUAL F7ELD SURVEY W /COPPER TACK IN CASE
BY TOUMA BY CONTRACTOR. ENGINEERS AND INFORMATION SUPPLIED (0 3 / 0 3 )
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL
2 +00 00,
57.50
3 +00 3
AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
G S =4�%
TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
+05.17
-
-
S A -6 +92.50 �- --
T O
S S -'JE= 206.88 ,.
fl
ii
STA 1a 47.5,
SSS - IE =2 9.57
Q
i
-- - - - - --- - -- - --
STA 1 +95.25
II Z - -- -- - - - - -� -
Lu
; ST, ^, 2 +60.00
- - - - - -- - - -
- -r
'
\ I
I
cc - IE= 211.90
�I
SSS - 20' PRIVATE L
20' PRIVATE S I O M
I
�1_
I & SEWER EAS�M NT
10' PRIVATE STORM
I
I1
3 A 0
0 2A I
,EASEMENT
i
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FF = 218.00
>
j�
FF = 218.00
I
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FF = 220.00 I
li o FF = 224.00
I o
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00
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50.00'
i
50.0
3t
57.61''
00 �
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S 88 °31'26" E
S 88 °31A26" E
M
S 89 °08'4 -5" E,
w
S 89 °08'45" 'E
STA 1 +32.5
J1
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STA 1F42.5
Z+ 9
0
-+ 95R¢
SSS - IE= 210.72
-.
SS - IE= 210.76
N
STA
_TA
F - - - - - - - - -
,
r-- - - - - --
C
SSS - E=
- ;JS.
SSS - IE- 215.86
zis.4d'
- - - - - - -
,
I
120'
JOINT USE
STE� ,0
- I - z; 10
k
qo I
2
�I -
_ 1 coo
IDRIVEWAY
113ENEFITS
FOR THE
OF LOTS
STA 3 +01.05, 5'RT
48" SSMH -TYP I
RIM EL = =24.°9= ZZS -37
INV EL = 215 49 -8 "W
5__69
S
LEGEND
CB (TYPE 1)
STMH (TYPE 11)
S/ SANITARY SEWER MH
3A4 Q 1 ^ r PROPOSED SEWER MH
JV.V
m I
-
89'56'S6','E -- - - 165,Q6' -- ;'
- - -
-G G G C G G C 'G � 0-
58 27' MEAS)
58.34 fi
a
_185 =30�� o
d+ ,
r_
a
a
- - -
w '
Q
a
m 4f
FOUND BRASS DISK
W /PUNCH IN CASE
INTERSECTION OF TALBOT STA 1 +00(�
ROAD S & S 23rd ST (3/03) = +
FOUND BRASS DISK
W /PUNCH IN CASE
Z
0
WATER VALVE
WATER METER /SERVICE
FIRE HYDRANT
UTIyp POLE
GUY WIRE
Ji
-10 _ _, �. u l; G G G - C G G - -. _G 77G G G G G C' C
SOUTH 23rd STR ET 15'
616.65 (ME�jS) 616.67 (PI AT 18 -30) _.'
- - 0+
O -3 +47.59 5 23RD $TY.
S 89 °5'56" E 1174.99' (M AS) (BASIS` OF BEARING) srA o +oo (ACCESS),
CD - o
f
EX. 16" STL. H.P. GAS MAIN SE CORNER SEC 19- 23N -5E
OLYMPIC PIPE LINE CITY OF RENTON MON #230
23 sr) A FOUND CONC. MON.
S -BU /L T" NOTE.•
j AS -BULL r IS BASED ON ACTUAL F7ELD SURVEY W /COPPER TACK IN CASE
BY TOUMA BY CONTRACTOR. ENGINEERS AND INFORMATION SUPPLIED (0 3 / 0 3 )
CAUTION:
CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH
HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF
PROPOSED CURB) WHEN WORKING ON THIS SHORT
PLAT IMPROVEMENTS. CONTRACTOR SHALL BE
RESPONSIBLE TO CONTACT AND COORDINATE HIS
WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID
DAMAIGE TO THEIR UNDERGROUND FACILITIES.
ROLL 194 FR 34-
8
RECOMMENDED
oJlsoR H. FOR APPROVAL
F� O
B ATE v
`14 BY DATE 111115k3 XXX -XXX-
aysro�w 79803
SloxaL dg1 B DATE
E�r,=ES 6/22 a5 B Y DATE
BY DATE
SCANNED OCT 0 F
SCANNED NOV - 7 2003
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL
AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR
TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR
PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -424 -5555
CAUTION:
CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH
HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF
PROPOSED CURB) WHEN WORKING ON THIS SHORT
PLAT IMPROVEMENTS. CONTRACTOR SHALL BE
RESPONSIBLE TO CONTACT AND COORDINATE HIS
WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID
DAMAIGE TO THEIR UNDERGROUND FACILITIES.
ROLL 194 FR 34-
8
RECOMMENDED
oJlsoR H. FOR APPROVAL
F� O
B ATE v
`14 BY DATE 111115k3 XXX -XXX-
aysro�w 79803
SloxaL dg1 B DATE
E�r,=ES 6/22 a5 B Y DATE
BY DATE
SCANNED OCT 0 F
SCANNED NOV - 7 2003
ROI I 'I. wF4 FR 3"
SCANNED OCT 0 R -ZAOr�
SCANNED NOV - 7 2003