HomeMy WebLinkAboutR-431002LEGEND
(BY OTHERS):
O
ACU ❑
AIR CONDITION UNIT
P ❑
POWER METER
ASPHALT SURFACE
P
POWER (OVERHEAD)
BENCHMARK
UP
POWER (UNDERGROUND)
C)
BUILDING
PP O
POWER POLE
-02=2=
ROW
O 0
POWER POLE W/ LIGHT
Q
0
CONCRETE SURFACE
REBAR & CAP (SET)
LLI
0
DECK
O
REBAR / IRON PIPE (FOUND)
-EHa-E-o-o-
FENCE LINE (WOOD)
RETAINING WALL
FIRE HYDRANT
ROCKERY
FLAGSTONE SURFACE
SS
SEWER LINE
G
GAS LINE
v
)SEWER MANHOLE
G ❑
GAS METER
SD STORM DRAIN LINE
Oo
INLET (TYPE 1) SIZE TYPE
TREE (AS NOTED)
0
INLET (TYPE 1, SOLID)
W
WATER LINE
O
®
MAILBOX (US POSTAL)
wM^
WATER METER
J
®
MONUMENT (IN CASE, FOUND)
J
Q
0
Z
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y
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PI ED
�O OF WAS
-10
R 5 232��
ASS/0NAL
9
SW 114 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
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I
KENN YDA L E
L 0 TS
I
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I
/—FOUND
REBAR CAP
RAILROAD TIE I
LS# 4991
FOUND
REBAR/CAP WALL
0.5'S FROM I
0.20'S OF LINE &
LS# 9634 0.VN
PROP COR
— — — — —
0.23'E FROM PROP COR
0.68'S
N 89°04 28 W
100.0
RAILROAD TIE
ILROAD TIE
I WALL
R W
ON LI E
rri
FENCE COR
0.1'E OF LINE
I
SHED
& 0.9'S FROM
PROP COR
I
O N
8",3"DEC 0
I
(2)18"DEC
FENCE
0.1'E
28"EVG
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I
I
30.8'
CONC
DRIVEWAY
NCE 12"DECO
2 E 27.2'
O FENCE
0. SE
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00
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_
18",17"DEC
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FENCE
0.2'E
FENCE COR
& GATE
0.11E 8", 7"DEC
GA TF �—
CONC. —�
SIDEWALK
P P P f' P P
u WM
P P P . P• P
y W W W
RIM=14 .58'
IE(W) 12"CPP=136.63'
IE(E) 12"D1=136.53'
SSMH
RIM=140.72'
IE(W/SE/E) 8"CONC=132.46'( C.)
SS SS SS—SS—SS-
1)
�' ss
0NC=137.40' \
NC=137.25' \J�
ANC=137.3'
SD SD SD SD SD
w 13"DECO
CD
0
w
8"DEC
0
FOUND REBAR/CAP
LS# 5524
0.04'E OF LINE &
0.19'S FROM PRO COR
] TEL SENTRY
P P P
P P P
P p
—�—� D— P S D —
W mW W W Ln
N
7.9
SS SS SS SS
SET NAIL
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F COR
I
/ WASHER
0. SS LINE
T PROP COR
I
& 1.7'E F M
PROP COR
WALL 0.1'W
OF LINE &
0.2'S FROM
PROP COR
0
8"EVG
FENCE COR
0.1'E OF LINE
0.8
& 1.0'S FROM
PROP COR
30"EVG
FENCE
LINE f
ALONG
PROP LINE
0 4'EE
� I
00 CONC. I N
—� EAVE � I 1.4'
r—
I I I
II
GARAGE I I �� FENCE COR
I FOOTPRINT=407 SF I ��� 1.11E
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ROCKERY
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EAVE CONIC. I
EAVE
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HOUSE NO. 1116
FOOTPRINT=1,058 SF
N
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GRAVEL I Q CONC G 0 O
DRIVEWAY... I w STEP W/ ��� zz
LANDING 0
I 8.6'--
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CONC WALK ' ROCKERY
1.4'E
......................................... - I J W W
. . . .
I 0
n,
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AT PROP COR w 0.8'E FROM
PROP COR
N 89°04'28" W 100.07'
I ❑TEL SENTRY
—P P P P I' P ` w P�—P
P p P P P P p
—p P P P o �P P P P��—p— P
P P PP
-P P P p 4SA E P P P P P P Pp�
SD SD SD SID SP p P P
P P P P PSD P SD SID P SD P P SD P —� — —�
P p P P
P P
CB (TYPE 1) CB (TYPE 1)
— W W = W W W W W W W W I W W RIM=148.72'
IE(N) 6"CONC=142.68' �— IE(NE W' CONC=1 4_.47— W
IE(W) 12"D1=142.58' I IE(W) 12"CONC=145.07'
IE(E) 12"CPP=142.68' I IE(E) 12"CONC=145.02'
34THST SS SS SS SS S SS SS SS SS SS SS SS SS SS
SD SD SD SD SD
CB (TYPE 1)
RIM=143.44' O
D.R. STRONG 1 CITY COMMENTS (DATED 07.19.24)
CONSUL TING ENGINEERS 2 CITY COMMENTS (DATED 09.06.24)
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
REVISION
SD SD SD
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
SD SD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SD
SD —SD —SD —SD —SD
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM .
Planning/Building/Public Works Dept.
0
N
N
C)
C)
N
A,
LJ
a
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It
C)
BASIS OF BEARINGS (BY OTHERS): o
ASSUMED A BEARING OF N 89 04 28" W BETWEEN MONUMENTS FOUND ALONG THE O
CENTERLINE OF N 34TH ST. It
VERTICAL DATUM (BY OTHERS): /cv
I..L
NA VD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: SET PK NAIL & RED WASHER
LOCA TION: IN ASPHAL T, APPROX. 40.1 FT SE'L Y OF FOUND IRON PIPE FOUND NEAR
SUBJECT SW PROP COR.
ELEVA TION: 112.99'
NORTH
GRAPHIC SCALE
0 5 10 20
1 INCH=10 FT. R — 431 002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EHHuy:nh
MENT ENGINEERING
09/27/2024 U)
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DATE:
KENNYDALE LOTS FIEL2/13/2024
TOPOGRAPHY MAP z
PAGE: 7
DRAWING
1116 N 34TH ST C 2 uj
z
RENTON, WASHINGTON 98056 SHEET: 2 OF:q
DRS PROJECT NO. 24010