06-100651 (2)(i)
KING COUNTY
DEPARTMENT of ASSESSMENTS
The information included on this map has been compiled by King County staff
from a variety of sources and is subject to change without notice. King
County makes no representations or warranties, express or implied, as to
accuracy, completeness, timeliness, or rights to use of such information.
King County shall not be liable for any general, special, indirect,
incidental, or consequential damages including, but not limited to, lost
revenues or lost profits resulting from the use or misuse of the information
contained on this map. Any sales of this map or information on this map is
prohibited except by written permission of King County.
CONTROL MAJOR —
�. SHORT PLAT
_
SURVEY(LEGAL
CONTROL MINOR
PARCEL
HYDRO
--------------
RIGHT OF WAY
ORIGINAL PARCEL
CITY BOUNDARY
PLAT
EASEMENT
l=_Z)
Parcel Boundary
11C-1k�
Platted Major Boundary
SW 0 1 - 21- 0 3 FILE COPY
N KC 2026
0 100 200
Scale 1:1200 (1" = 100")
FEET
February 04, 2003
0
00
N U
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0
RECEIVED
FEB o 12006
CITY OF FEDERAL WAY
BUILDING DEPT',
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A PORTION OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 01, TOWNSHIP 21, RANGE 3 EAST, W.M.
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EXISTING DECK /! ! r
' EXISTIG P 40USE / \•
\ , Y\ SCALE: 1" = 20'
0 f f f
t\ \
210 0 20 40'
L O r r-
25' INGRESS, EGRESS
AND_ UTILITY EASEMENT
l v-G' Gr,11
� A, ., �� � '' , , / ,� SITE DATA
1 all nnAiDL_E ,( ,�' / PARCEL NUMBER; 012103-9130
SITE AREA; 27,000 S.F, = 0,62 ACRES
V ; ZONING; RS 15.0 — SINGLE FAMILY MEDIUM DENSITY
i `� MAPL 27" t�6�WLE . 4 �� / EXISTING USE: VACANT
-� ti J
�' 40" COFl•ONWOO[j PROPOSED USE: DETACHED DWELLING UNIT
ter /
/' j}, )6o ��L �. c� fG ���MAP/ MINIMUM LOT SIZE: 15,000 S.F.
j\� r� f I
BUILDING SETBACKS;
30" ;,fr�t:,t_E 4t) �r,�f�i_E �'�1" C:O1��ONbvOOD / FRONT YARD 20'
� ,�h / ,�`' w f,, / � �� �,..J '" � ��.o° �05 SIDE YARD — 5'
5 STOr8E
' <� <0/ cpTrSNWooD EL)" co�fc�i�vv00%, —
DRAINAGE �
REAR YARD 5'
TR NAGE F-ASE46/ i� �l ;�iAPLIL .
CtORDED
S89'48'05" W 180,000U38�'MAP�E`
------------
o /
oh 5' BSBL
L/
36" MAPLE '
/
- �\\ TREE TO o
REMAIN (TYP.): o
v / Lo
18" ALDER I
3*' FIR i <�
36" MAPLV --_� `LZ was \ n.
�� Fj ` 'v1AFL C 1 Z / ZZ
—r, �? �/ f� p 18" l0TTONWOO 10
P'ROPOSED1 H06SECO f �o
,
32" COTTONWOOD ,
c�TT. vim)
;0 /
4' CONPRETE
WALK s Q I
rJ:i r irE S {
G r
6c" LOTTONWOOD —
0 17" i1/iAh�l. — W I
--
T
/1 ) N89'48'05" E / 80.00' I '` COTTONWOODWOOD
CONNECT TO
EXISTINP UTILITIES
CONNECT TO EXISTI G ' C�
Wf TER MAIN i ,
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INGRESS AND EGRESS
EASEMENT #6619633
iJ
6u, coTToIgvvoo6
5c7" C0TTC?IVWC,0")
3 C:OTTONVH<:K)G 0" COTfiO(vWOOO
//�� 60' CO FONWOOD
s 60" COTTONWOOD
C1 1 N1 `>ill;` f COTTONWOOD
1
i
1
4
170
44" COTTONWOOD 7s
MAXIMUM LOT COVERAGE; 50%
MAXIMUM BUILDING HEIGHT: 30'
REQUIRED PARKING SPACES: 2/UNIT
LOT COVERAGE:
ROOFS — 2973 SF
DRIVEWAY — 3352 SF
WALKS AND PATIO — 274 SF
TOTAL — 6599 SF = 24%
OWNER
DR, AND MRS, MICHAEL MARTIN
2804 — S.W. 300TH PLACE
FEDERAL WAY, WA 98003
DRYCO SURVEYING, INC.
12714 VALLEY AVENUE EAST
SUMNER, WA 98390
(253) 826-0300
VICINTY MAP
N.T.S.
LEGEND
BOUNDARY LINE
105__ __ _ _ ____ EXISTING CONTOUR
N STORM DRAIN PIPE w/ TYPE 1 C.B.
-------------0------------- ROOF DRAIN w/ CLEAN —OUT
s SANITARY SEWER PIPE
w WATER PIPE w/ BEND
c GAS SERVICE
P POWER SERVICE
60" COTTONWOOD
• EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
(SITE ONLY)
VERTICAL DATUM
NGVD 29 WSDOT GP17509-24 BM #1007-34A. FL=73.84'
HORIZONTAL CONTROL
ROS AFN 20000519900001
ROS AFN 197610189022
BOUNDARY
ROS AFN 20010515900011
LEGAL DESCRIPTION
BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMV.NT LOT 3, SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M,,
IN KING COUNTY, WASHINGTON; THENCE RUNNING WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 830
FEET; THENCE NORTH 1530 FEET; THENCE EAST 270 FEET TO AN IRON PIPE; THENCE NORTH 89'48'05" EAST, A
DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'48'05" EAST, A DISTANCE OF
180.00 FEET; THENCE SOUTH 00'03'29" EAST, A DISTANCE OF 150,00 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGF'ESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY
RECORDING NO, 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO.
6619633, RECORDS OF KING COUNTY, WASHINGTON.
SITE PLAN APP :R\'D" l,','A:L
Permit Number:
Approved By: ,
'Li"ale: � L
pC1m=f1cT1tS: . V.
,9
A PORTION OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 01, TOWNSHIP 21, MANGE 3 EAST, W.M.
�yGi$",.. -- L/IJIIIVV 7VRIVGYYl1T --
_
p - - —-.._-.-.__ p --
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MAO
104 F., 8"o S.D.
C.B. #7 TYPE 1 '
� V- w/ SOLID LO�GK�I•(�G LID
\` FLOWLINE'--- N 6015.7312 \
90 �' \ \ `n (TYP.) E`5-763.6634
T.G. -'�6 .23 E. = 3 -,,6' I E 62 2 0
SDCO \`
N 5941,7166
Qs E581- 41
T.G. = 86,00
�\ I.E. = 83.00, 6" 0
700 / </10
A
' 9
<\ PROPOSED ��\ o
--- HOUSE
PROPOSED
RIP -RAP PAD
EXISTING ROCK WALL
XISTING �(}
SHED
10.
�� .•,\ \ \ �s \� ems\ \ \ •
u) I 17 r O Lq 00 M 0� d I K? I") l}' (D { CD
O O O t\ O n N 0) tf) d- i N 6 (D M I O
00 00 n r r cD cD tf) N 0 In It 't
80 80,
I
N;EW ASPHALT
DRIVEWAY I \ 40
0
EXISTING GROUND \
IN AT CENTER OF
\ STORM PIP \
70 _
-__ - —_job __ ____ _ ._ _ _ 70
F, \ C. B, TYPE 1
C.B. #8, TYPE 1 8 S iT.G. _
w ANCOR FLOW GUARD+ PUS p' � S\ � \ I.E. = 37,44, 8"O
CATCH BASIN INS RT 8.g�
T.G. = 7 6.4 5 - _. ___---30_...__.__
I <
60 60
C.B. 7, TYPE 1
w/ SOLID LOCKING LID \
T.G. = 6 6.2 3
I.E. 62,23, 8"0
O
I
i C.B. # 6, TYRE 1 s�rr
T.G. = 6 0.2 7 �90 29� \
50 + 1. E. = 56.27�, 8»0 � i � � S �� SdFT JD
i
C�( C�l c01 O
N+ NI ool Tn
EXISTING GROUND
AT CENTER OF
STORM PIPE
ak — n
SCALE: 1 " = 20'
20' 10, 0 20' 40'
LEGEND
105 EXISTING CONTOUR
® STORM DRAIN PIPE w/ TYPE 1 C.B.
--------0--------- ROOF DRAIN w/ CLEAN -OUT
s SANITARY SEWER PIPE
w WATER PIPE w/ BEND
G. GAS SERVICE
P POWER SERVICE
W
20
iE
REVISIONS
NO.
DESCRIPTION/DATE
BY
REV. PER CITY COMMENT
JMM
LETTER DATED 12-22-05
W.
� 37385
F��sTE�-o
FSS��NAL
EXPIRES 10/ 16/ o7]
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JOB
NO.: 1210-001-005
DWG.
NAME: PL-02
DESIGNED BY:
TS
DRAWN BY:
JMM
CHECKED BY:
DATE: 10-21-05
DAT
PRI CEI M�p ED
FEB 0 9 20OF
CITY
u F FED RA� WAY
& !FLEETS
G.
O
11 A PORTION OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 01, TOWNSHIP 21, RANGE 3 EAST, W.M.
SCALE: 1 " = 20 ; ° / , � C�.
,- ��
20' 10' 0 20' 40'
CONTOUR INTERVAL = 5'
/f 'EXIS3NG DECK
���t: LEGEND
_
` EXISTI G HOUSE % I! t I ��, j i i — — BOUNDARY LINE
105 ---_ - -__-. _ ___ _.-- EXISTING CONTOUR
a
8" MAPLE � X/
i
27t NLE1 /
38" 11R
/
j'� $ / i0° ��ZWOOFJ
oll
16" MAPLE
30" ^pit PI MAPLELE: h / 21 " C ,"i (ONW()00/
10/ C(jl' UNWQCU 60" C;01`7GNWOi.}��
,
_ --- ... __ ---- / ---..--
/ r
ci
39' MAP%E-'. ` N.G.P,E. FENCE
(TYP.) /
CLEARk LIMITS
40 (TYP4
SILT FENCE
DRIVEWAY / /(TYP,)
/ Z \ 36" MAPLE
,
C
QQ
LOT
CONSTRUCTION
ENTRANCE
`j 1✓ - 17" MAP i
s
4
o oh
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0
0
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U):5i
'OSE �o.JSE ' '� �'
FF = 9 .80' � �
;-
JF = 11167'
32" COTTONWOOD
%/f i ",ApL.E " COTTONWOOD
60" 'COTTONWOOD '
--.._________________..
1
i
60' COTTONWOOD
PROPOSED CONTOUR
-- �- CLEARING LIMITS
—0---0---0— N.G.P,E. FENCE
FILTER FABRIC FENCE
Cr COTTONWOOD
u
EXISTING TREE TO REMAIN
36' MAPLE (�~�
°
EXISTING TREE TO BE REMOVED
(SITE ONLY)
60" C0TTONW0
o� 1
7'
/ 50" COTTONWOOD
�o
3 " COTTONWOOD 0" Co ONWOOL-
l f 60" Ck 1 I JNWOC) :)
�J
t �bo.l CG1 FONWOOD
�. IJ
50" COT-[NVV00D
I 40" COTit}NW00D
1
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J o INGRESS AND EGRESS
•- EASEMENT #6619633
QUANTITIES
TOTAL CUT: 925 CY
TOTAL FILL: 17 CY
NET CUT: 909 CY
44" COTTONWOOD S
I
i
i
I
I
i
FILTER FABRIC MATERIAL
2" BY 2" BY 14 GA. W
FABRIC OR EQUIV.
EROSION/SEDIMENTATION CONTROL. NOTES
1. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED
BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR
FOR THE DURATION OF CONSTRUCTION,
2. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF
SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
3. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED
SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED
AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE
CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).
4. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON
SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING,
PLASTIC COVERING, ETC.).
5, ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN FIFTEEN (15) DAYS.
6. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT,
7, STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH
AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT,
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS,
USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH
FABRIC TO POSTS.
/� 2" BY 2" BY 14 GA. WIRE OR EQUIVALENT.
F/ IF STANDARD STRENGTH FABRIC USED.
1 BURY BOTTOM OF FILTER MATERIAL
x . 6' MAX. IN 4"x4" TRENCH
2" BY 4' WOOD POSTS, STEEL FENCE POSTS, REBAR OR
r�l oriel rIT
NOTE:
ORANGE FILTER FABRIC FENCE
MAY BE USED INSTEAD OF
BOTH BLACK FILTER FABRIC
AND N.GRE.
MINIMUM 4'x4' TRENCH
BACKFILL TRENCH WITH NATIVE SOIL FILTER FABRIC FENCES SHALL BE INSTALLED
OR 3/4'-1.5" WASHED GRAVEL ALONG CONTOUR WHENEVER POSSIBLE,
1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY,
2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A
SEDIMENT TRAP OR POND.
3, IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS
A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE, IF THIS OCCURS,
REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT,
4, SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 5' HIGH.
5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
�p0
INSTALL DRIVEWAY CULVERT A PER
KING COUNTY ROAD STANDARDS, IF
THERE IS A ROADSI E DITCH PRESENT °
O
O
R = 25' MIN, so' .0
° o
° • o
12" THICKNESS MIN. ° °
TYPICAL FILTER FENCE DETAIL
NOT TO SCALE
R = 25' MIN.
O
° .°
AS PER KING COUNTY ROAD STANDARDS. _ °
DRIVEWAYS SHALL BE PAVED TO THE EDGE °.o
p
OF R—O—W PRIOR TO INSTALLATION OF THE .0.
CONSTRUCTION ENTRANCE TO AVOID GEOTEXTILE pF
DAMAGING OF THE ROADWAY. 4" _ 8" QUARRY SPALLS
IT IS REQUIRED THAT THE ENTRANCE BE F GCE
THE
O PAD SO THAT RUNOFF DRAINS OFF Q�0"AAc�I�
LNG
ROCK -LINED CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
8' — 10,
,—Al %/AAII'7rP1 %Alll-jr
Jlt-Lt_ 1 {�IYVL 1 VJI
OR 2" x 4" WOODEN POST
TEMPORARY N.G.P.E. FENCE DETAIL
NOT TO SCALE