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' INSTALL STORTZ FITTING ON D(. HYDRANT
, - - - - WA
°� ,r FIELD LOCATE THE HORIZONTAL do VERTICAL
E x FID MII - h LOCATION OF EX dw SANITARY SEWER AND ANITARY SEW R AND RIM F.L. = 211.95 - INSTALL NEW 60 SIDE SEWER PER CITY STD
I E. - 264.61 '-
v I EX SS MH
4 RIM f I_ - 272.94
I ,y - m I _ d 1 ♦, I.E. 265.32 N.E. 10TH PL. S W 19'230 E 321.52
I " I, I . • ----- SW 19'23`E
Yn I I
I 1 ,� I . • `° x s" Ss -- -- �� 303.61'
I S I a n .,.�...
sti
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ti - NNV CORNER E I L
1.08 E. ar 0.53 IN.
EX SS Mf+ II �.
RIM = 211.5 I I Il a I ?�S
I.E. = 26: 53 I II I
IROW 30' Rm
I I JF" I R CO 271.8 '
Z I.E. 267.62
I J i
I
I ex
� N w
48 t 0 I Q FIRE SERVICE TO
io I W II /x O BLDG (SEE FlRE
I Z EX TELEPHONE MI+ - ----�i "t-i� PLAN NOTE BELOW)
RIM EL. =272.15
C II I � e,•1
I Q UNIT 1
4
I I � �, II I FF = 272.0
I I �
O M EX 5.0 WOE CONS .'. SIDEWALK I r
TE
I I Z
STA 0 +90 ''� 11 I J
INSTALL I 0 ; �- EX 15- SD I I I o
1 - I5OX8w TAP I •
1- 8' GA VALVE I e I g EX WATER M '
CONIC. BLKG. I � I W � r.• TO BE REM D g
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s yyix,: t�Ct s::.
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1 4 VALVE FL X � . > . }.:. .�..:
1/ C
x•
GLITTER
W
a x Y {t
10 LF 6 .I. EXTENSION FX CONC CURB UTTER Yt'
IF
1- FH EMBLY
I EX [ LEPHONE
CONCRETE IBLOCKING
I- EX SS ®r . 17 M r �► F�MI +-+' wz:,.r
4 x « C90" F1.., I �'
{ I 2- 4 vht� CflxMs) j l� I PN
EX 1LL,L1 HO MIS
IWI ST LINE I()F SEC. 9- RIM f.L.= II ° � 1 ��� SS CO
I 2 71.9 3 -- a ( + RIM = 271.9
I I ?f I.E. 267.8
I I �I
I I v II I
Up FIRE• SERVICE UNIT 4
all 1 a (SEE FIRE -_
PLAN -'NOTE BELOW) - FF = �72--'G-
EX
I
SS MH
`L
ss. CO
91 69 L.F. 6r PVC SEWER O 2.OX 'r3 RIM 217.5 ... Y • ��
ilk o • . LE. 269.0 ; Ir Q
SS CO
RIM = 272
IE = 268.3
4
UNIT 2 UNIT 3
FF = 272.2 FF = • 272.5
a
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OL 70
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f < <:
a�r:•vNXf OARS' '•"•'•"
\-- SS CO \IV
RIM 271.9
I.E. = 267.8
UNIT 5
FF = 272.2
`s9
x VFI 45
.�_ _•�.•� .� _�� .'""� ter• - �i�. -_ter_
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+ I
UNIT 6
FF = 272.5
I
I
I
,L1 OF NE PROP. CQR
.Z
to- .
2 79,75
L
<R
Y
a
9,60
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OL 70
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\-- SS CO \IV
RIM 271.9
I.E. = 267.8
UNIT 5
FF = 272.2
`s9
x VFI 45
.�_ _•�.•� .� _�� .'""� ter• - �i�. -_ter_
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UNIT 6
FF = 272.5
I
I
I
� r
M.I.0
VISITED:
3-10-04
ROLL 2,0�
181.15
SW53'WE
N.E. 9TH PL. J04•04�
S W53'440 E 322.30
M r
e
i
16 1. 15
03.4
MERIDIAN
PLAT
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION:
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9.
TO WNSHIP 23 N OR TH
RANGE 5 EAST W
DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
SU VISION AND N
BOI RUNNING G THEN NORTH oRT1♦
ALONG THE WEST N I
LINE OF SAID
EAST HALF 315.35 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT;
THENCE
ENCE VIES ALONG A LINE PARALLEL WITH
THE TH
sou LINE of SAID
SUBDIVISION T 0 AN I N
TERSECTI
ON WITH A LINE PARALLEL ALLEL WI1H AND
30 FEE T
T OF THE E WEST
LINE
OF SAID I
o sEC oN 9• TH
ENCE TH
SOU ALONG SAID
PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST ONE HALF
OF SAID SUBDIVISION;
THENCE NORTH
ALONG SAID T
VIES LINE 105 FEET TO THE
DINT
P OF BEGINNING: SITUATE IN
THE COUNTY
OF KING STATE TE of WASHINGTON.
sH cTDN
SUBJECT TO RESERVATION OF RECORD.
REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON.
AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SUNSET
BLVD AND EDMONDS AVE NE. THE MARK IS THE TOP OF THE BOLT
IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE
TRAFFIC SIGNAL
ELEV. - 282.815 FEET
CONTOUR INTERVAL • 2 FOOT
SITE DATA
SI TE ADDRESS:
972 EDMONDS AVE N.E.
RENTON. WA
SITE AREA - 13.737 S.F. 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
I
-771 I I +�
g A p
CITY OF RENTON
�0 SAI _ OEPARTMENT OE PUBLIC WCORKS
� J
oE>I>I�Ep
DRAIN .STS =Sw 1 DATE - No
M*CKED _ _ _ -- sCAL•JF 80010 rA�
, D 5 OF O
3Z/4040
,L1 OF NE PROP. CQR
LX WM
2 79,75
a
9,60
VQ
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W. LINE
OF E.112, N jv1 /4•
NW1 '4.
SW1 /4• NW1 /4
SEC 9 -23
-5. 1
I
� r
M.I.0
VISITED:
3-10-04
ROLL 2,0�
181.15
SW53'WE
N.E. 9TH PL. J04•04�
S W53'440 E 322.30
M r
e
i
16 1. 15
03.4
MERIDIAN
PLAT
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION:
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9.
TO WNSHIP 23 N OR TH
RANGE 5 EAST W
DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
SU VISION AND N
BOI RUNNING G THEN NORTH oRT1♦
ALONG THE WEST N I
LINE OF SAID
EAST HALF 315.35 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT;
THENCE
ENCE VIES ALONG A LINE PARALLEL WITH
THE TH
sou LINE of SAID
SUBDIVISION T 0 AN I N
TERSECTI
ON WITH A LINE PARALLEL ALLEL WI1H AND
30 FEE T
T OF THE E WEST
LINE
OF SAID I
o sEC oN 9• TH
ENCE TH
SOU ALONG SAID
PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST ONE HALF
OF SAID SUBDIVISION;
THENCE NORTH
ALONG SAID T
VIES LINE 105 FEET TO THE
DINT
P OF BEGINNING: SITUATE IN
THE COUNTY
OF KING STATE TE of WASHINGTON.
sH cTDN
SUBJECT TO RESERVATION OF RECORD.
REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON.
AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SUNSET
BLVD AND EDMONDS AVE NE. THE MARK IS THE TOP OF THE BOLT
IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE
TRAFFIC SIGNAL
ELEV. - 282.815 FEET
CONTOUR INTERVAL • 2 FOOT
SITE DATA
SI TE ADDRESS:
972 EDMONDS AVE N.E.
RENTON. WA
SITE AREA - 13.737 S.F. 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
I
-771 I I +�
g A p
CITY OF RENTON
�0 SAI _ OEPARTMENT OE PUBLIC WCORKS
� J
oE>I>I�Ep
DRAIN .STS =Sw 1 DATE - No
M*CKED _ _ _ -- sCAL•JF 80010 rA�
, D 5 OF O
3Z/4040
U
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O
H
a
a
a
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a
m OD
co
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-----------------------------------------------------------------
EX ED MH > ,INSTALL STORK FITTING S�2.74 SANITARY ATER PLAN
N
RIM= 272.74
RIM E - 271 95 N 8' PVC 5= 267.47
I.E. = 264.61 �- 8' PVC f= 267.44
8' PVC W= =267.36 FIELD LOCATE THE HORIZONTAL SANITARY &VERTICAL RI ss MH /� BUILT
m I < Q LOCATION OF EX 8" SANITARY SEWER AND RIM EL = 272.94 H 0
I 'h - -�-- -- 1- INSTALL NEW 6° SIDE SEWER PER CITY STD 1;''s"
Atx v 1 , .I . ' 6 CNC W_268.64 -
wlb
N.E. 10TH PL
ui
__SS-
� � ( ( I �'�., ni S { 0 �i((��^^�rv. A✓ a � � ^^rY >I �� ' 3 ' O • � q � C I�Y� '. 2 � 31. � �GS J �� >
s
ss �
s 271.11 � I1 a
RM Q;;.
S 88'19'23" E 321.52
LE. = 4
I 6' CNC 62,6 f= 3 266.39 3 ' " - _ 9i 69 L F 6' PVC SEWER ®2.0� 22 R M CO' 272.5 g +
�30 IROW I 30' ROW � G
S CO 2
11 271 8 SS
a I I I ill = 267.62 �, RIM CO 272 *-
�+ ( IE = 268.3
LLj UNIT 2 UNIT 3
48 50 I 1 I p I BLDG R(SEE RFIRE TO FF = 272'2 FF = `.272.5
x t Z EX. TELEPHONE MH --- -'}-�� I 3 PLAN NOTE BELOW) FF = 273.6 FF = z'74.0
w m RIM EL.= 272.15 I w ^6
Q rnvRaar f I UNIT 1 `
t (A FF = 272.0
I.
M EX 5.0 WIDE CONC. SIDEWALK II I I I a FF = 273 2 SEWER STUB ^ryo- SEWER STNS hk
ETA 0 +90 Z
INSTALL 1 O 3 0 EX 15" SD
1 - 16 "x8" ET TAP I e I
1 - 8" GATE VALVE I Q (N EX WATER METER -
GONC. BLKG.I W o TO BE REMOVVVVVVED
I I o 42 L.F. 8" D.I.
I N WATER MAIN
STA 1 +32.40 i-
INSTALL: 137.31 L. r.
i - 8x6" �EE (FL)
i- 6° G E VALVE (FL X MJ) � ---}
1 - 8" X REDUCER I
1 - 4" G EVALVE (FL X NJ)
10 LF 6' 1. EXTENSION I I EX CONIC. CURB & GUTTER
1 -FHA SEMBLY
CONCRETE IBLOCKING EX. { ELEPHONE
I
( I � EX SS ®h.0%
EX TELEPHONE MH
WEST LINEIOF SEC. 9� I RIM EL.=
I I 271.93 -> 0.
I N rn
I z
2
I EX SS MH I I
I � I
I I
I
I I
I I 30.00'
N
06
N.E. •. 10TH ST. m
w
Iry
I 47 -�- 506
I3
I I
I
I-It - -� --- t---- -�,'Q� EX 15" S�
I � I
I I f I
I I I I IN
I 1 I
1 I
INSTALL STORTZ FITTING
ON E4 FIRE HYDRANT
EX C8J
I � I
I
RI SD 26 MH
RIM = 268.9
I.E. = 263.33
47 0
FND. M.I.C.
VISITED:
3 -10 -04
I 1 /
WA
e
Q.
.FI SEWER STUB TOP =277.11 WATER "� ,y
1 SEWER STUB TOP 275.91 GN0= 27250 STUB + TOP= 277.77 '. "�
n° TOP 27624 GND= 27212 OND= 273.15 +
Off} -OFF GND 27242 WATER °
PIV 1 <rSTUB I WATER
4 -
1 BLOW OFF '.
O
®
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
W
ti
.fir'
SEW I HOLE
'60
S�S COSTUB
M
?ee
Q d
8' P =266 15 ^
WAJER�
SfWER STUB STUB
IRE. = 267.8
WATER SEWER MANHO
STUB
O
4
8' n268.06 + "
TOP-274.91 SEWER STUB
+
RIM= 273.90
+ 70P CONC =273.5
'6RS
p
PLAT
GND =271.28 7OP= 274.23
SEWER STUB
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
I6 -
0-
SS CO GNO= =271.38
TOP-275.01
"ss 's66� PVC N= 269.21
I
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
RIM = 271.9
GND= 271.21
6 PVC S= 269.24
2j9
I.E. = 267.8
I
��o
>� p ELEVATIONS:
Q
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
(SEE FIRE
e NOTE BELOW)
2j
>
1.45
9 ,1
R
}"
UNIT 4
UNIT 5
UNIT 6
it
0
a
O
z
=25
m
a a
z
0
N
loot
-----------------------------------------------------------------
EX ED MH > ,INSTALL STORK FITTING S�2.74 SANITARY ATER PLAN
N
RIM= 272.74
RIM E - 271 95 N 8' PVC 5= 267.47
I.E. = 264.61 �- 8' PVC f= 267.44
8' PVC W= =267.36 FIELD LOCATE THE HORIZONTAL SANITARY &VERTICAL RI ss MH /� BUILT
m I < Q LOCATION OF EX 8" SANITARY SEWER AND RIM EL = 272.94 H 0
I 'h - -�-- -- 1- INSTALL NEW 6° SIDE SEWER PER CITY STD 1;''s"
Atx v 1 , .I . ' 6 CNC W_268.64 -
wlb
N.E. 10TH PL
ui
__SS-
� � ( ( I �'�., ni S { 0 �i((��^^�rv. A✓ a � � ^^rY >I �� ' 3 ' O • � q � C I�Y� '. 2 � 31. � �GS J �� >
s
ss �
s 271.11 � I1 a
RM Q;;.
S 88'19'23" E 321.52
LE. = 4
I 6' CNC 62,6 f= 3 266.39 3 ' " - _ 9i 69 L F 6' PVC SEWER ®2.0� 22 R M CO' 272.5 g +
�30 IROW I 30' ROW � G
S CO 2
11 271 8 SS
a I I I ill = 267.62 �, RIM CO 272 *-
�+ ( IE = 268.3
LLj UNIT 2 UNIT 3
48 50 I 1 I p I BLDG R(SEE RFIRE TO FF = 272'2 FF = `.272.5
x t Z EX. TELEPHONE MH --- -'}-�� I 3 PLAN NOTE BELOW) FF = 273.6 FF = z'74.0
w m RIM EL.= 272.15 I w ^6
Q rnvRaar f I UNIT 1 `
t (A FF = 272.0
I.
M EX 5.0 WIDE CONC. SIDEWALK II I I I a FF = 273 2 SEWER STUB ^ryo- SEWER STNS hk
ETA 0 +90 Z
INSTALL 1 O 3 0 EX 15" SD
1 - 16 "x8" ET TAP I e I
1 - 8" GATE VALVE I Q (N EX WATER METER -
GONC. BLKG.I W o TO BE REMOVVVVVVED
I I o 42 L.F. 8" D.I.
I N WATER MAIN
STA 1 +32.40 i-
INSTALL: 137.31 L. r.
i - 8x6" �EE (FL)
i- 6° G E VALVE (FL X MJ) � ---}
1 - 8" X REDUCER I
1 - 4" G EVALVE (FL X NJ)
10 LF 6' 1. EXTENSION I I EX CONIC. CURB & GUTTER
1 -FHA SEMBLY
CONCRETE IBLOCKING EX. { ELEPHONE
I
( I � EX SS ®h.0%
EX TELEPHONE MH
WEST LINEIOF SEC. 9� I RIM EL.=
I I 271.93 -> 0.
I N rn
I z
2
I EX SS MH I I
I � I
I I
I
I I
I I 30.00'
N
06
N.E. •. 10TH ST. m
w
Iry
I 47 -�- 506
I3
I I
I
I-It - -� --- t---- -�,'Q� EX 15" S�
I � I
I I f I
I I I I IN
I 1 I
1 I
INSTALL STORTZ FITTING
ON E4 FIRE HYDRANT
EX C8J
I � I
I
RI SD 26 MH
RIM = 268.9
I.E. = 263.33
47 0
FND. M.I.C.
VISITED:
3 -10 -04
I 1 /
WA
e
Q.
.FI SEWER STUB TOP =277.11 WATER "� ,y
1 SEWER STUB TOP 275.91 GN0= 27250 STUB + TOP= 277.77 '. "�
n° TOP 27624 GND= 27212 OND= 273.15 +
Off} -OFF GND 27242 WATER °
PIV 1 <rSTUB I WATER
4 -
1 BLOW OFF '.
O
®
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
�WATf
ti
.fir'
SEW I HOLE
'60
S�S COSTUB
M
?ee
Q d
8' P =266 15 ^
WAJER�
SfWER STUB STUB
IRE. = 267.8
WATER SEWER MANHO
STUB
O
4
8' n268.06 + "
TOP-274.91 SEWER STUB
+
RIM= 273.90
+ 70P CONC =273.5
'6RS
p
PLAT
GND =271.28 7OP= 274.23
SEWER STUB
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
I6 -
SS CO GNO= =271.38
TOP-275.01
"ss 's66� PVC N= 269.21
I
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
RIM = 271.9
GND= 271.21
6 PVC S= 269.24
2j9
I.E. = 267.8
I
8' PVC W =269.0
>� p ELEVATIONS:
I E. SERVICE TO
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
(SEE FIRE
e NOTE BELOW)
2j
>
1.45
9 ,1
R
}"
UNIT 4
UNIT 5
UNIT 6
it
^y�
FF = 272.0 + "^
FF = 272.2
FF = 272.5
"
FF = 273.2
FF = 273.6
FF = 274.0
�Be
.p
a
_ _ _ _ _ _
-
- _
ob
-...�
EX CHAIN LINK FENCE
EX 0.65 WIDE CONIC' WALL "272 �' ?9 N 8853'44" W 130.89'
w I ?
W /WOOD FENCE ON TOP � S ...
'oa +
, ......272 ..
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
;-
00
279.15
NW CORNER EX WALL
1.08 E. & 0.53 N.
OF NE PROP. CpR.
0 1
ti
0 I
'60
U
M
?ee
?�B
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
N
b
O
w
MERIDIAN
'6RS
p
PLAT
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
3
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
a
ti
0 I
TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., DESCRIBED AS FOLLOWS:
U
M
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
5
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
N
b
O
w
°o
I
p
275.83
10 5 0 10 20
GRAPHIC SCALE IN FEET
PROPERTY DESCRIPTION
11 `7
W. LINE OF E.1 /2, NWI /4,
NWi /4, SWi /4, NW7 /4
SEC. 9 -23 -5. 1
MIO
N
I
I
I
- - _ 161.15 - _ S88'53'44 4E �� 161.15 -�
N.E. 9TH PL. S 304.04'
88'53'44" E 322.30
CONTOUR INTERVAL = 2 FOOT
SITE ADDRESS:
972 EDMONDS AVE N.E.
RENTON, WA
SITE AREA = 13,737 S.F. = 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
CITY OF RENTON
C>EPARTMENT Of= PUBLIC WORKS
RECORD DRAWING
0 E DATE FILE NO.
DRAWN STS - SW1
\1 \NON
CHECKED SCALE FIND BOOK
APPROVED C
p,RECiOR Q° PVBUC WORI(5 SHEEN J OF
019; I.J- SLN003 <1LR S -3� I�oa
3
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9,
TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M., DESCRIBED AS FOLLOWS:
M
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF SAID
n
SUBDIVISION AND RUNNING THENCE NORTH ALONG THE WEST LINE OF SAID
EAST HALF 315.35 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT;
o
THENCE WEST ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID
SUBDIVISION TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 30 FEET
EAST OF THE WEST LINE OF SAID SECTION 9; THENCE SOUTH ALONG SAID
r PARALLEL LINE 105 FEET; THENCE EAST ALONG A LINE PARALLEL WITH THE
�F M SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF THE EAST ONE HALF
. ^�. OF SAID SUBDIVISION; THENCE NORTH ALONG SAID WEST LINE 105 FEET TO THE
w POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
SUBJECT TO RESERVATION OF RECORD.
2j9
I
>� p ELEVATIONS:
Z REFER TO SURVEY CONTROL DATABASE - POINT ID: 6173.
NAVD: 88. BOLT IN SIGNAL FOOTING. THE MARK IS IN RENTON,
AT THE NORTHWEST ANGLE OF THE INTERSECTION OF SUNSET
z BLVD AND EDMONDS AVE NE. THE MARK IS THE TOP OF THE BOLT
IN THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE
I TRAFFIC SIGNAL.
ELEV. = 282.815 FEET
11 `7
W. LINE OF E.1 /2, NWI /4,
NWi /4, SWi /4, NW7 /4
SEC. 9 -23 -5. 1
MIO
N
I
I
I
- - _ 161.15 - _ S88'53'44 4E �� 161.15 -�
N.E. 9TH PL. S 304.04'
88'53'44" E 322.30
CONTOUR INTERVAL = 2 FOOT
SITE ADDRESS:
972 EDMONDS AVE N.E.
RENTON, WA
SITE AREA = 13,737 S.F. = 0.32 AC.
SITE ZONING: RM -C
COMPREHENSIVE PLAN LAND USE DESIGNATION:
MULTI- FAMILY INFILL
SETBACKS:
FRONT - 20'
SIDES - 7' (3 STORY HIGH)
REAR - 15'
DENSITY: 20 UNITS PER ACRE
PARKING REQUIRED: 2 OFF STREET WITHIN STRUCTURE
CITY OF RENTON
C>EPARTMENT Of= PUBLIC WORKS
RECORD DRAWING
0 E DATE FILE NO.
DRAWN STS - SW1
\1 \NON
CHECKED SCALE FIND BOOK
APPROVED C
p,RECiOR Q° PVBUC WORI(5 SHEEN J OF
019; I.J- SLN003 <1LR S -3� I�oa