23-100364 Preliminary Civil& treevegetation retention plan 02.28.2023A PORTION OF SECTION 30, TOWNSHIP 21N, RANGE 4E, W.M., KING COUNTY
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BILOVIL SHORT PLAT
LEGAL DESCRIPTION
THE SOUTH 179 FEET OF THE WEST 246 FEET OF THE SOUTH HALF OF
THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 6TH
AVENUE SOUTHWEST, AS ESTABLISHED IN VOLUME 33 OF COMMISSIONER'S
RECORDS, AT PAGE 341;
ALSO EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO HOWARD
JOHNSON AND MARJORIE S JOHNSON, HUSBAND AND WIFE, BY DEED
RECORDED UNDER RECORDING NUMBER 4283416, RECORDS OF KING
I COUNTY, WASHINGTON;
I I
I i I I TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS RESERVED IN
INSTRUMENT RECORDED UNDER RECORDING NUMBER 4283416, RECORDS OF
LMJ I KING COUNTY, WASHINGTON;
� I
(ALSO KNOW AS A PORTION OF COUNTY SHORT PLAT NUMBER 375029,
I I RECORDED UNDER RECORDING NUMBER 7512180490);
' I SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
1
I i I 20' WIDE EASEMENT FOR
PUGET SOUND POWER &
' I LIGHT TRANSMISSION
I
' I I AND DISTRIBUTION
1
LINES. AFN. 2696104
cy
I I I
I_ I
I,
I � ° I � APPROX. LIMITS
I OF CLEARING/GRADING
I
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FOUND REBAR LS 10708 5' X IY EASEMENT FOR CITY
12.6'+/-(W) & 0.4'+/-(S) OF TACOMA DISTRIBUTION
WIRES, POLES, GUY WIRES, QP� Ocj`L
I FROM CALCULATED 0
' ' I POSITION (VISITED 2- -20) ANCHORS AND EQUIPMENT
AFNA663092 -b0`L
I I I
I; I
I ; I EX. P OPERTY LINE
EX. 60' ROW , 1068 S88° 40' 31"E 216.00(D)
*10757
#4000 #
1 1069 1064 17
1'71 *1070 *1065 1
EX. EDGE OF PAVEMENT � I *1066 / -\
1
�204
I 1 8
*107�10 2 � 1206 �1203 SL6
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1 i 1202 ���11
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1196
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° 7.2'+/- / \ EX. P� ERTY LINE
O
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*1108
I I ( 1198
0 / \ I I *1118 0
LEGENDSLIOI I J
EXISTING FRONTAGE IMPROV/LMEN S PER , w w SL1 �1138 I /
FEDERAL WAY STIh,SECTION TYPE 'T' z I / SL4 / I I 1109
/ I /
220 EXISTING CONTOUR LINE j i a (
EXISTING PROPERTY BOUNDARYui
— — — — EXISTING LOT LINE I ; \ o I 16,083 SF / cn
EXISTING GRAVEL DRIVEWAY ; I ( 186 / 16,092a- SL9
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EXISTING EASEMENT LINE i i I i PROPOSED
LOT LINE I
GRAVEL
ICONCRETE 30 Q' I a C-,-1185 I
7 388 `
EX. TREES TO
PROPOSED I BE REMOVED AS \
' I r _ \ 06 *1183 ��, SL2 1181 A PART OF EACH I 113 /
FLOW PATH I 1184 "1182 SL3 BUILDING PERMIT 1 1161 390 >
220 PROPOSED SPOT GRADE ;� I� °I
I L -'�S TE BIE . C 1( 054% \ PROPOSED GRADING SLOPE I' w �'
' ARIq L= PROPO� D WATER METER
I �E /
0 PROPOSED DRIVEWAY i \ ; 3 6.92�/ 4 1176 AND SE&E— —: 386 / SL8
l
—220 — PROPOSED CONTOUR LINE ' I »
I; I ° PROPOSED ROW DEDICATION PROPOSED 6 SS 1171 384�
PROPOSED STORM DRAIN PIPE 1' /
- — -� -- I PROPOSED■6" SS
❑ PROPOSED CATCH BASIN A; - ------------ -mmmmmw_-�
PROPOSED CLEANOUT _ ' - -�--'�`--- ---- -
�'--------------- N ------ =- .� ---- _ a .. I�a�l-4Z-08_ a.___ __ E3�9 8" �Ka__PROPOS`ED 5' SIDEGVAL4K P. .
PROPOSED SEWER/SEPTIC LINE13. ------
PROPOSED WATER METER I FROM CALCULATED PROPOSED PLANTER STRIP
- W W PROPOSED WATER SERVIC�F�
LMJ-
I; ' I -- -- ---- --- --- -
IS -----
---------------------------------
---------------
_ _ EX. 8w SS
—1
EX. FIRE HYDRANT
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FOUND REBAR LS 10708
0.7'+/-(W) & 0.6'+/-(S) FROM
CALCULATED POSITION
(VISITED 2-25-20)
40' WIDE
INGRESS,EGRESS,
UTILITIES, PARKING 6
BUILDINGS
AFN:9312300857 &
AFN:9711031061.
FENCE IS 1.1'+/-(N)
OF PROPERTY LINE
FOUND REBAR LS 10708
0.7'+/-(W) & 0.7'+/-(S) FROM
CALCULATED POSITION
(VISITED 2-25-20)
TRL : SC] LE OULE
LOW
FIR
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------ --------- a
-----------=------=- --- ---� -- ----------------------------------------------------------------------------
----
EX. EDGE -9F- AVEMENT
/ Now--,=
------------------------------------------------------------------------------
=woman= now -Now
FRONTAGE IMPROVEMENTS PER APPROX. LIMITS
FEDERAL WAY STD. SECTION TYPE 'T' OF CLEARING/GRADING
PROJECT DATA:
PROJECT ADDRESS:
TAX PARCELS:
JURISDICTION:
SCHOOL DISTRICT:
SITE STATISTICS
EXISTING ZONING:
PROPOSED USE:
GROSS SITE AREA:
MINIMUM ALLOWABLE LOT AREA:
SMALLEST PROPOSED LOT AREA:
LARGEST PROPOSED LOT AREA:
AVERAGE LOT AREA:
MINIMUM LOT WIDTH:
FRONT SETBACK:
SIDE SETBACK:
REAR SETBACK:
MAXIMUM IMPERVIOUS:
OWNER/DEVELOPER
APPLICANT
MYKHAYLO BILOVIL
506 SW 366TH ST
FEDERAL WAY, WA 98023
ENGINEER:
TEBALDI ENGINEERING, LLC
PO BOX 121
SUMNER, WA 98390TEL: (206) 450-5096
CONTACT: CHRIS TEBALDI, P.E.
CHRIS®TEBALDIENGINEERING.COM
SURVEYOR:
HOLMVIG, DEWITT, GALLION & ASSOC., LLC.
1036 COLE STREET
ENUMCLAW, WA 98022
______ BASIS OF BEARING
N 1 ° 22 '25"E
BETWEEN FOUND AND MEASURED MONUMENTS
ALONG THE WEST LINE OF THE SOUTHEAST
QUARTER OF SECTION
—------- S30-T21 N-R4E,W.M.
VERTICAL DATUM
NAVD 29, DERIVED FROM OPUS UTILIZING
H.D.G.A. GPS NETWORK
UTILITIES
WATER LAKEHAVEN UTILITY DISTRICT
SEWER LAKEHAVEN UTILITY DISTRICT
POWER
GAS
TELEPHONE
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36XXX 6TH AVENUE SW
FEDERAL WAY, WA 98023
3021049155
KING COUNTY
FEDERAL WAY SCHOOL DISTRICT
RS-15.0 (15,000 SF MIN.)
SINGLE-FAMILY RESIDENCES
32,188 SF (0.74 AC)
15,000 SF
16,083 SF
16,094 SF
16,088 SF
20'
5'
5' �
50% 76
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