21-102186-Prelim Engineering-06-02-2021-V1GENERAL NOTES
1. NO WORK IS PROPOSED ON THE SOUTHERN PART OF THE SITE WHERE
THE EXISTING HOME IS LOCATED.
2. TWO TREES WILL BE REMOVED AS PART OF THIS PROPOSAL.
3. THERE IS NO GRADING REQUIRED OR PROPOSED WITH THIS PROPOSAL.
4. THE DRIVEWAY WILL BE SLOPED TO THE EAST WHERE RUNOFF CAN
INFILTRATE.
5. THE PROPOSED HOME WILL UTILIZE INFILTRATION BMP'S TO MANAGE
ALL STORM WATER ONSITE.
SYMBOL
LEGEND
MONUMENT AS NOTED
_ FIBER OPTIC MAINTENANCE HOLE
NW NE
qp TELEPHONE MAINTENANCE HOLE
SW SE
SECTION CORNER
TRAFFIC SIGNAL MAINTENANCE HOLE
COS
QUARTER SECTION CORNER
®M PAD MOUNTED TRANSFORMER
2
0
FOUND REBAR AS NOTED
= HAND HOLE
SET REBAR AND CAP LS 31976
® A/C COMPRESSOR
0
FOUND SURFACE MARKER/DISK
YARD LIGHT
®
SET SURFACE MARKER/DISK LS 31976
-0- POWER POLE
OSEWER
MAINTENANCE HOLE
&— GUY WIRE
Qs
SEPTIC MAINTENANCE HOLE
____oSTREET LIGHT
®
SEWER CLEAN OUT
—OHI---OVERHEAD UTILITIES (GENERAL/MIXED)
—SS—SEWER
LINE
—OHE—OVERHEAD ELECTRICAL
OSTORM
DRAIN MAINTENANCE HOLE
—OHC—OVERHEAD CABLE
OCATCH
BASIN (TYPE 2)
—OHT—OVERHEAD TELEPHONE
❑®
CATCH BASIN (TYPE 1)
—UGU—UNDERGROUND UTILITIES (GENERAL/MIXED)
®
STORM DRAIN CLEAN OUT
—UGE—UNDERGROUND ELECTRICAL
•
ROUND YARD DRAIN
—UGC—UNDERGROUND CABLE
®
SQUARE YARD DRAIN
—UGT—UNDERGROUND TELEPHONE
—SD—STORM
DRAIN LINE
— FO —UNDERGROUND FIBER OPTIC
WATER MAINTENANCE HOLE
0 BOLLARD
M
WATER VALVE
0 MAILBOX
wm
WATER METER
� SIGN
FH
FIRE HYDRANT
�WF WETLAND FLAG
BLOW OFF VALVE
/O( SNAG
IRRIGATION VALVE/JUNCTION
_
jU`�
_W—WATER
LINE
off,,,) DECIDUOUS MULTI -TRUNK
GV
0
GAS VALVE
`•J
DECIDUOUS
0
❑GM
GAS METER
— G —GAS
LINE
CONIFER MULTI -TRUNK
❑
CABLE RISER
■CTV
CABLE BOX
IR-CONIFER
CABLE MAINTENANCE HOLE
LEGAL DESCRIPTION
LOT 23, TWIN LAKES VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 128 OF PLATS, PAGES 4 AND 5, RECORDS OF KING COUNTY,
WASHINGTON; TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 21 NORTH, RANGE 3
EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF OLD F.B.
HOYT ROAD, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUMBER 993517 AND LYING WESTERLY OF 47TH AVE S.W. (F.B.
HOYT ROAD S.W.) AS CONVEYED TO KING COUNTY BY DEEDS RECORDED
UNDER RECORDING NOS. 5075184 AND 5174291; TOGETHER WITH THAT
PORTION OF VACATED F.B. HOYT COUNTY ROAD RECORDED UNDER RECORDING
NO. 8008260790.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PROPERTY
ADDRESS: 32604 45TH COURT SOUTHWEST, FEDERAL WAY, WA 98023
PROJECT INFORMATION
SURVEYOR: PLOG ENGINEERING, PLLC
22525 SE 64TH PL, STE 2274
ISSAQUAH, WA 98027
PH.: (206) 420-7130
PROPERTY OWNER: JONGWON WOO & EUI SOON HWANG
32604 45TH CT SW
FEDERAL WAY, WA 98023
TAX PARCEL NUMBER: 873218-0230
PROJECT ADDRESS: 32604 45TH CT SW
FEDERAL WAY, WA 98023
PARCEL AREA: 78,238 S.F. (1.796 ACRES f)
AS SURVEYED
/ b
\ PROPOSED 12' ASPHALT \
\ DRIVEWAY 1,260 SF
\ MATCH EX. GRADE
\ PROPOSED SIDE SEWER
\ FROM EX. MANHOLE \
15' INGRESS, EGRESS
\ AND UTILITY EASEMENT F
\ PROPOSED WATER
\ SERVICE EXTENDED
00'�JOE
\ \ FROM 45TH CT SW CREEK � U ER
'< EX. MANHOi_E
\ 80' CA GO Y III
— WETLAND BU ER
FOUND, REBAR,�NO CAP,
1 �
0_A3' NE OFv PROP
-AS�M ENT
25'INGRESS, EGRESS
I AND UTILITY EASEMENT
22
S 1 °34'vI 1 "W 76.22I; I S6' �5'39"W 20.12'
�-
-A
TRACT �" � �,�- _ ., _ _ — — — _ r , ,,1�66
W
T, a
KX
PLANTER/GA'R_ N
F UND R�BAR ,, �' _ ,'
NO `CAP
58
W A 1\R
FOUND REB R & CAPS
\
LEGIBLE
I N 1W.
CHAIN LINK �ENCE \ MA ' y
S/ RE CAP
/LS 3
1100
,WMA-3R
03�\
Vi 60
FOUND REBAR & CAP \-------, x \ ✓ '� WMA�4R \ \
LS 21 601 BCG STR�AM ANK, �` �� � T`(
�� �Ao� � � l\ Vi
PLOG �� ` ��E� BRASS DISK
�\ L '3,1 9v76
a GAS P1� FLACK
1 �
�\ �) WMA-15R c{q
�WM �I
CATCH BASIN SWMH
M IM=229.97
RIM-230.86 i —i---- n
GRAPHIC SCALE sFc=226.6 WM� 6R/ C 1
10 0 10 20 40�
1 INCH = 20 FEET
�F D I �IJ�\P �i-a o- y V 9
3/4" BR. W/PUNCH IN
1.0' BELOW SURFACE
i
LOT 20i
i V
L i �u v�idD�l RLc �I -F F-, F-, �n
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK
GPS.
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO
1/2 THE CONTOUR INTERVAL OR t 1.0' FOR THIS PROJECT.
HORIZONTAL DATUM & BASIS OF BEARINGS
3EARINGS AND COORDINATES USED FOR THIS SURVEY ARE BASED ON THE
JORTH AMERICAN DATUM OF 1983 (NAD83) WASHINGTON NORTH ZONE AND
VERE ESTABLISHED USING RTK GPS UTILIZING THE SMARTNET REFERENCE
JETWORK.