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Guy wire anchor.
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arbed wirp fence
/1 r' 53.76' 1 i I 53.76' 53.75' \ 56.89' , 57.00' 53.6T / i -5D00' 30.29' / 176.87'_ - - - - / / j r : T
tip--
EXG BLDG & ACCESS
VICINITY MAP
I AROUND BACK OF I 1 -RIM -317-. � /
_ -_...� ,- I ti ,- - - CATCH BASIN"i'�' �
/ - _ - - - - _ BUILDING TO BE I - s cF ,o,/ -- �,
\ 1 ` \ \ I ( \ - - / REMOVED l y���tir i / W E
0 \ \ ( / ��e ete with �' f :::..'- — J / �or`'�i —
o j :. .. Catch basin/_
elev ted deck
9 standard g ate /
RET�tINING WALL . ` \ �� ( :':LOT' ( � • a
OWNERS SURVEYOR
' co 0 1 0 �e i d e w a 1 k I , � LEGAL DESCRIPTION MR. DICK BUTKO CENTRE POINTE CONSULTANTS
LOT 1 \ LOT 2 - i LOT 3 �, LOT 4 f /LOT 5 0 l OTC
eCr
( - - 1 / PARCEL NO.0721049094 P.O. BOX 3266 NORM LARSON, PLS
\7200.0 SQ FT \ ' M 7200.0 SQ FT 1M 7200. Sty FT I 7200L SQ FT 7200.0 SQ FT ( a 0.0 M
M M / �... O - ( -..� .. CATCH E
M M m �' = RIM 31 FEDERAL WAY, WA 98063 14209 29TH STREET EAST, SUITE 105
- I I b.17 ACRES �`� 0.17 ACRES f 0.17 ACRES r 0.17 ACRES 0.17 ACRES 0 7 ACRE G :1:::::::
/ / I /a SUMNER, WA 98390
LOT 7 Concrete 1 � THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTH
t Step 8203.0 SQ FT / .. e� HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
/ p f �.::::..:::.. .
/ 2.0 0.19ACRES/ �� Brick �. , yy
dti / ::.:.:.:.:.:.:::......... SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., INKING COUNTY,
�, y� Step ❑. �.':::':::::::::: / /
I TRACT A: STORMWATER \ i \ / / / ........: WASHfNGTON.
5655.0 SQ FT \ I
EXG RESIDENCE
1 r 0�1�ACRES (TO REMAIN) / ........... BENCHMARK
CITY OF FEDERAL WAY BENCHMARK #2168-5-1, RAMSET ON EAST EDGE
5 w \ -ADS- Ci1LV R \ \ \ \ / / - / /, / % ' OF TELEPHONE PEDESTAL PAS AT THE NORTHWEST CORNER OF SOUTH
( \ I E 309 . \ _ \ u, \ \ / / / ::::: { p .' ..:... e / // 336TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION: 346.81 LEGEND
`C. \ \ -4100' 53.76' \ `5-3:7r - 53.75' \ 41.71' \ 29.85' � �53.83' \ / / � � 131U�:' tQ FC: � � / / /, /
wood o d � \ � - - - - - - . - - - - RI ON NEW DUSTING
—•
. � a � paint
( •DATUM
'. / Water- -
P�� mark STORM SEWER D - - - D - -
i NATIONAL GEODETIC VERTICAL DATUM OF SANITARY SEWER S S -
W �I&K�:Z>:t... N / ��,' / / // 1929-NGVD 29 (CITY OF FEDERAL WAY) _ -
/ / WATER W - W - - -
1 50.05' -EXG R 56.70' , /,
71\ \ \ \ ` \ ' ' °�� - - " �' �'/''/'' BASIS OF BEARING CONTOURS 50 50
GJ SILT FENCELLI F
r. , / ( -' _ - - - / / Power pole e with TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT POWER OHP UGP — OHP UGP — — OHP UGP —
h / /
NEW PUBLIC ROW - - - -' transformer GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE
/ 8231.8 SQ FT o ` C- r' ✓`1 - _ _ - j / ANGLE OF 1 °07'32.39" COUNTERCLOCKWISE WAS APPLIED AT A BRASS DISK IN ASPHALT PAVING
NHOL 0.19 ACRES C1' _.. ' V� — - CONCRETE MONUMENT FOUND INCASED MARKING THE SOUTH QUARTER
�� - - //
309.B4 '� / CORNER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE PERVIOUS CONC. 00000gog t t
WILLAMETTE MERIDIAN. THE GRID COORDINATES WERE FOUND TO
BE118659.282 / 1265382.180 AT THAT POINT. THE INVERSE OF THE SCALE CONC. PAVING a s
FACTOR OF 1.000039593 WAS APPLIED TO GRID COORDINATES FOR SHOWN
SITE PLAN - GRAVEL SURFACE 1
GROUND DISTANCES.
SCALE: 1 =30 - .... LANDSCAPING
yy E �� ZONING. CONCRETE CURB
RS7.2 - SINGLE FAMILY RESIDENTIAL SPOT ELEVATIONS �'0C="" """'OC
r r : PARKING COUNT G
S� C' FOUND CASE MON
R F LOT PROPOSED: FIRE HYDRANT
J�
NUMBER 0 S W �
�(PARCEL NO.0721049094: 8 LOTS GAS METER 13 ❑O
41 5v
GUY WIRE ANCHOR E-
JUNCTION BOX m ❑
PARKING LOT LIGHT
POWER POLE W/TRANSFORMER O
POWER VAULT
ROCKERY cvoa �
SIGN
SIGNAL POLE
STORM CATCHBASIN ■ ❑
STREET LIGHT -
TELEPHONE JUNCTION BOX ❑
TELEPHONE VAULT FE M
UNDERGROUND POWER 0
UTILITY POLE -�- -O-
UTILITY MANHOLE
WATER METER
WATER VALVE ►�
ABBREVIATIONS:
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL
INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO
VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
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BLC -
BUILDING CORNER
MJ -
MECHANICAL JOINT
C -
COMPACT
OH -
OVERHEAD
CB -
CATCH BASIN
PL -
PROPERTY LINE
CL -
CLASS
R -
RADIUS
CO -
CLEAN OUT
REF -
REFERENCE DRAWING
COA -
CITY OF AUBURN
RIW -
RIGHT-OF-WAY
D -
STORM DRAIN
S -
SANITARY SEWER
DDCV -
DOUBLE DETECTOR CHECK VALVE SQ FT -
SQUARE FEET
DI -
DUCTILE IRON
STD -
STANDARD
DS -
DOWNSPOUT
Sm -
SIDEWALK
DTL -
DETAIL
T -
TELEPHONE
D/W -
DRIVEWAY
TC -
TOP OF CURB
EL -
ELEVATION
TP -
TEST PIT
ESMT -
EASEMENT
TV -
TELEVISION
DATE
EXG -
EXISTING
U.N.O -
UNLESS NOTED OTHERWISE
FD -
FOUNDATION DRAIN
YL -
YARD LIGHT
DRAWN
FDC -
FIRE DEPARTMENT CONNECTION
S -
SOUTH
FF -
FINISHED FLOOR
W -
WEST
FHY -
FIRE HYDRANT
E -
EAST
FL -
FLANGE JOINT
N -
NORTH
J
H/C -
HANDICAP
NW -
NORTHWEST
IE -
INVERT ELEVATION
SW -
SOUTHWEST
LF -
LINEAR FEET
NE -
NORTHEASTcc
6T
us -
LANDSCAPING
SE -
SOUTHEAST
MH -
MANHOLE
0 -
DIAMETER
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04/12/2018
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