24-100687-Prelim Plat Map-02.22.24VICINITY MAP
10
SW 314TH PL
�s1 TE
INDEX: 1N THE NE 1/4 &THE
F�FT_ll SE 1/4 ALL 1N THE SE 1/4, SEC
10, TWP 21 N, RGE 3 E, W.M.
I
I
I
EAST 1/4
CORNER
SECTION 10
TACK IN LEAD N;
SET IN CONC
DOWN 1.0' IN
CASE'--.R
VISI TED /W^�
912012023 EP-272
EP
W __-
I A
rri 1898700050
`I
EXISTING
SCHOOL
i BUS
STOP EXISTING S.F.R
II L
' 1
CUT EXISTING
PA VEMEN T
LEGAL DESCRIPTION
DA SH FOIN T FA L ISA DES LINE TABLE 3URVE TABLE
NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH
A SCALE: 1 "=50'
SURVEYOR'S REF PORTION OF THE SE 114, SEC. 10, 1 r l►1 .2 / 1 Y., RNIG. a, Y Y m. L1 N65' 59' 31.47"W 8,72 Cl 6 20'36" 40.00 47.71
REFERENCES L2 N89' 12' 58.54"W 13,14 C2 28'15" 1081,51 84,39 0 25 50 100
(R1) BOUNDARY LINE ADJUSTMENT, AFN 20080714900001
(R2) RECORD OF SURVEY, AFN 8001319005
(R3) RECORD OF SURVEY, AFN 20060221900002
1898700040 1898700030
EXISTING S.F.R EXISTING S.F.R
I
224
-226-
1
h, 117,25.
OLD----6-OP-
PROPOSED 20
DRI VEWAY ACC S�
PARCEL NO. 1021039016
(PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209375 DATED JULY 20, 2023)
PARCEL 1
THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST 1/4 OF THE SOUTHEAST
1/4 OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY,
WASHINGTON, AS FOLLOWS:
BEGINNING ON THE EAST LINE OF SAID SECTION 10 AT A POINT 1,046.83 FEET NORTH
OF THE SOUTHEAST CORNER OF SAID SECTION; THENCE RUNNING SOUTH 63'10'00" WEST 33.36 FEET TO THE TRUE POINT
OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE RUNNING NORTH PARALLEL AND 30.00 FEET DISTANT FROM THE
EAST LINE OF SAID SECTION 545,00 FEET; THENCE ON A CURVE TO THE LEFT, A RADIUS 27.00 FEET, A DISTANCE OF
65.00 FEET; THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT A RADIUS OF 1,112.958 FEET AND PARALLEL TO AND
DISTANT 30.00 FEET FROM THE SOUTHEASTERLY LINE OF INGRAM DRIVE IN HEALY PALISADES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 33 OF PLATS, PAGE 45, RECORDS OF KING COUNTY, WASHINGTON, A DISTANCE OF 50.00
FEET, MORE OR LESS, TO A POINT 107.00 FEET WEST ON THE EAST LINE OF SAID SECTION MEASURED AT RIGHT ANGLES
THERETO; THENCE SOUTH PARALLEL WITH SAID EAST LINE 553.00 FEET, MORE OR LESS, TO A POINT 86.29 FEET SOUTH
63'10'00" WEST OF THE TRUE POINT OF BEGINNING; THENCE NORTH 63'10'00" EAST 86.29 FEET TO THE TRUE POINT OF
BEGINNING.
PARCEL 2
THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 21
NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 10 AND RUNNING THENCE NORTH ON THE EAST LINE OF SAID
SECTION, 1,047.83 FEET; THENCE SOUTH 63'10'00" WEST 119.65 FEET TO THE TRUE POINT OF BEGINNNG; THENCE NORTH
PARALLEL TO THE EAST LINE OF SAID SECTION, 553 FEET, MORE OR LESS, TO A POINT 60 FEET FROM THE
SOUTHEASTERLY LINE OF BLOCK 4, HEALY PALISADES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 33 OF
PLATS, PAGE 45, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTHWESTERLY PARALLEL TO AND 60 FEET DISTANT,
MEASURED AT RIGHT ANGLES THERETO FROM SAID SOUTHEASTERLY LINE OF SAID BLOCK 4 TO A POINT NORTH OF A
POINT SOUTH 63'10'00" WEST 67.14 FEET FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH PARALLEL TO THE EAST
LINE OF SAID SECTION 493 FEET, MORE OR LESS, TO A POINT SOUTH 63'10'00" WEST 67.14 FEET FROM THE TRUE POINT
OF BEGINNING; THENCE NORTH 63'10'00" EAST 67.14 FEET TO TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
PARCEL NO. 1021039001
(PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209374 DATED JULY 20, 2023)
LOT 1 OF BOUNDARY LINE ADJUSTMENT NO, 07-105931 RECORDED UNDER RECORDING NO. 20080714900001, IN KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
PARCEL NO. 1021039040
(PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209392 DATED JULY 26, 2023)
LOT 2 OF BOUNDARY LINE ADJUSTMENT NO. 07-105931 RECORDED UNDER RECORDING NO. 20080714900001, IN KING
COUNTY, WASHINGTON;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
�FrTfnNI TYPE \A/
NOTES:
1. SUBBASE TO BE BANK RUN AS NECESSARY
TO STABILIZE PAVEMENT
* PLANTER STRIP DIMENSION IS MEASURED FROM
THE SIDEWALK TO THE BACK OF CURB.
ROAD SECTION A A
N.TS
MINIMUM PAVEMENT SECTION
0.25 HMA X", PG 58H-22
0,17' CSTC
0.42' CSBC
LOCAL
DWG. NO.
3-2W
(EDITED)
CITY OF FEDERAL WAY KING COUNTY WASHINGTON
7 T L3 SOO' 56' 16.87"W 44,17 C3 1 59'17" 1066.51 297.60
PRELIMINARYPLAT L4 N01' 27' 12.74"E 71.57 C4 11532'01" 20.00 40.33
L5 S63' 31' 41.74"E 48.76 C5 4 46'18" 40.00 34.05
L6 N55' 32' 03.18"W 76.81 C6 8-06'57" 1111.51 157.44
VER Tl CAL DATUM
L 7 N55' 04' 20.88"E 1.87 C7 4 32'3n" 40.00 28.30 PIERCE COUNTY (NA VD 88)
LB N55' 32' 03.18"W 32.22 C8 5 '18'34" 50.00 47.39 NA VD 88 WASHINGTON STATE DEPARTMENT OF
L9 N01' 26' 58.09"E 31.73 C9 4 '51'43" 65.59 57.08 TRANSPORTATION BENCHMARK NO. BM27512-24
WITH A PUBLISHED ELEVATION OF 399.300'(NAVD88)
L10 S88' 32' 47.26"E 19.00 C10 8934'36" 20.00 31.27
c11 8659'44" 20.00 30.37 CONTOUR IN TER VAL = 2'
TOPOGRAPHY PREPARED BY LARSON
- C12 5 5539" 119.50 108.30 & ASSOCIATES AND OTHERS
1898700020 1398700010 C13 03'37" 119.50 10.55 HORIZON TAL DA TUM
C14 52'31" 1111.51 94.58 NAD 83/11 WASHINGTON SOUTH ZONE
C15 5 '59'16" 150.00 149,19 ESTABLISHED USING GPS RIK ROVER CONSTRAINED TO THE
~` WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS
EXISTING S.F.R C16 759'39" 1066.51 148.80
EXISTING S.F.R 1
C17 759'39" 1066.51 148.80 TEMPORARY CUL-DE-SAC
- Q EASEMENT 3, 509 SF
1121039129
CUT ExlsriNc PAVEMENT EXISTING
(p� GRAVEL
-- D DRIVEWAY TO SOUTHEAST
w :.:.;....•.:.::: �a ��� - - - 42 PORARY CUL-DE REMAIN SEC
_
_. S 1
_. _ _ o E W
2 TA VE
� - � � STONE
0 X,
f � 242
cal /
DOWN O 3PiBLC ROAD ?all o 9/2�2023cn N1'27'13"E 2335'
O I;
77`::,7 '\/R
- _
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0 h
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-_ Tao ..............:.................. _ ......
--- / -
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- 224-
1D' UTILITY i i ' ' i i ' '
�`; -�--- EASEMENT I I I I -L I ip r 2 I A / I I, , .. •: 7 •. I
' I2Jo � 1 -� 1 I /I � � I I I I � I � � 20TEMPORARY
1 I ' I I I i I Q I /
/ (TYP) i; r,_ i i i i cv r CUL-DE-SAC SETBACKS
LOT 1 /I LOT 2 I LOT 3 i' LOT 4 ' I.7 \ i N ' } i i t t 1 i i y ' i o0 / 1 1 / '
/ `� 9,683SF -i �' - 9g6845F r h co � __ 9,683SF ; op L08 i 9,LOT 66$3S M LOT 7 r`i `LOT 8 ,n 1 i LOT 9++ ,� f ; r� - - rn `��
- -- ,�- I _
1 i l L2---= , - -- ----- I -- I ,'rr'_ ,bY 3S 1 � 3 9,6�92SF 9,6$2SF } , oo 9,6 5F i LOT 10 i '�`. / LOT 11 /' 3 LOT 12 �
1 � a M 1 9,6�ISF 1 00 9.681SF LOT 13
/ / J �-
9,6$0SF ry -
' � 33F �
9, M
C4 r r-
t to / , 1021039032
1, 00 '
`-
L9- `------70.00------' �_ �----70.00'----------70.00'----- c1-- 7
d.dd L7----70.0o'----
l i=-� 4---_70:0,---"--
' - - -_
Oo' - --� �- -- 7d.o0' - --�' --- \
--- I
N1'26'58'E 871.73 ---
FA I -
C' 102.1039015
1021039045
SITE DA TA'
PROPERTY OWNERS:
JOSEPH MITCHELL
PO BOX 26921, FEDERAL WAY, WASHINGTON 98023
KURT VEEDER
PO BOX 7432, TACOMA, WASHINGTON 98417
PARCEL NUMBERS:
1021039016, 1021039001, 1021039040
SITE ADDRESS:
5101 SE 316TH PL, FEDERAL WAY, 98023
LAND USE DESIGNATION:
SFR-HIGH DENSITY
CURRENT ZONING:
RS9.6
PROPOSED USE:
SINGLE-FAMILY; RESIDENTIAL DETACHED
PROPOSED OPEN SPACE:
FEE -IN -LIEU REQUESTED
TOTAL GROSS AREA:
168,181 SF (3.86 ACRES)
CRITICAL AREAS:
NONE KNOWN
PUBLIC ROAD DEDICATION
AREA: 42,282 SF
PROPOSED LOTS:
13
BUILDING SETBACKS:
FRONT
20'
INTERIOR
5'
CORNER LOT SIDE
10'
REAR
5'
MAX. BUILDING HEIGHT:
30'
MAX. LOT COVERAGE:
60%
MIN. LOT SIZE:
9,600 SF
PARKING:
7 STALLS/DU
DRIVEWAY TYPE:
DWG. NO. 3-6
3' 5'� 8' 8' -
c w PARKING
r o
Z1 �
Z7 � co
NOTES:
1. SUBBASE TO BE BANK RUN AS NECESSARY
TO STABILIZE PAVEMENT
* PLANTER STRIP DIMENSION IS MEASURED FROM
THE SIDEWALK TO THE BACK OF CURB.
ROAD SECTION S B
N. T.S.
TION TYPE W
1 LAN E
+ PARKING
12' - f 10.5' - - -- I 3'
PARKING zlizj
_ �y
O r
C 7c -0
70 Z a -�
rri
O
28'
8.5'
MINIMUM PAVEMENT SECTION
0.25 HMA Y2", PG 58H-22
0.17' CSTC
0.42' CSBC
LOCAL
5
10210390
SER VICES /U TI L I TIES
WATER:
CITY OF TACOMA
POWER:
PSE
GAS:
PSE
SEWER:
LAKEHAVEN UTILITY DISTRICT
TELEPHONE:
COMCAST/CENTURY LINK
CABLE:
COMCAST
FIRE DISTRICT:
SOUTH KING FIRE AND RESCUE
SCHOOL DISTRICT:
FEDERAL WAY
BUILDABLE LANDS CALCULATION
GROSS PLAT AREA
16 1, 181 SF
CRITICAL AREAS
0 SF
RIGHT-OF-WAY
42,282 SF
PUBLIC PURPOSE
0 SF
NET PLAT AREA
125,899 SF
DWG. NO.
3-2W
(EDITED)
B/ORETENWN CELL TO HE FROPOSED PIA
THE SUSMI 101V OFA 8774EETMOD/F/CA77CN
PROCESS 6FXAMPLE 21-1014663-00 EA)
7021.039018
} 1021039 441
7027039042
LEGEND
PROPERTY LINE
PROPERTY LINE - ROW DEDICATION AREA
- - -230- -
EXISTING CONTOUR
--
RIGHT OF WAY
- -
RIGHT OF WAY CENTER LINE
- - - - - - - - _ - - - -
PROPOSED BUILDING SETBACK LINE
- - - - - - --
EASEMENT
- - -
PROPERTY ADJOINER LINE
SD- -
EXISTING STORM LINE
>-SD
EXISTING CULVERT
OP
EXISTING OVERHEAD POWER
W
EXISTING WATER LINE
SS
EXISTING SEWER LINE
G
EXIS77NG GAS PIPE
O
EXISTING FENCE
oa--
EXISTING WOOD FENCE
T
EXISTING TELECOMMUNICATION LINE
EXISTING MAIL BOX
EXISTING SIGN
AO
EXISTING STRUCTURES/DRIVEWAYS/ROW
PAVEMENT TO BE REMOVED
®
EXISTING DRIVEWAY
METHOD OF SURVEY AND FIELD
EQUIPMENT UTILIZED:
CONVENTIONAL FIELD TRAVERSE METHODS
(UTILIZING A TRIMBLE S5 AND/OR SX12 TOTAL
STATION) AND GPS RIK ROVER METHODOLOGY
THIS SURVEY COMPLIES WITH ALL
STANDARDS AND GUIDELINES OF THE
"SURVEY RECORDING ACT" CHAPTER
58.09 RCW AND 332-730 WAC
• 'Vi
r
1
EXISTING WATER SERVICE METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING POWER METER
EXISTING JUNCTION BOX
EXISTING UTILITY POLE
EXISTING GUY WIRE
EXISTING GAS METER
EXISTING CATCH BASIN
EXISTING TELEPHONE RISER
EXISTING GRA VEL
EXISTING DRIVEWAY GRAVEL TO BE REMOVED
EXISTING PAVEMENT
EXISTING PAVEMENT
PROPOSED PAVEMENT
TEMPORARY CUL-DE-SAC EASEMENT
PROPOSED DRIVEWAY APPROACH
PROPOSED SIDEWALK
PROPOSED CONCRETE DRIVEWAY
�4zs ��v �v � • c��' :r
*'2/13/2024
PRE
JOB NUMBER
10011
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2/13/2024
DRAWING NO.
10011 PRE
SHEET 1 OF 1