15-103141 (2)CIT
Federal Way
SHORT PLAT
N0. 15-103141-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
10
=iyiwlyll
Rights -of -Way graphically represented on this short plat have
been deeded--te-#hre--City--of---Federai--Way-bq-S-tatutory-Wer-rentyzeed. King
County; Washington recording number: _______________
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
owners of interest in the land hereby short subdivided, hereby declare
this short plat to be the graphic representation of the short subdivision
made hereby, and do hereby dedicate to the public forever all the
easements and tracts shown on this short plat for all public purposes
as indicated thereon, including but not limited to parks, open space,
utilities and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to a person
or entity other than the public, in which case we do hereby dedicate
such easements, or tracts to the person or entity identified and for
the purpose stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and all claims
for damages against the City of Federal Way, its successors and assigns
which may be occasioned by the establishment, construction, or main-
tenance of roads and/or drainage systems within this short subdivision
other than claims resulting from inadequate maintenance by the
City of Federal Way.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to indemnify and
hold the City of Federal Way, its successors and assigns, harmless from
any damage, including any costs of defense, claimed by persons within or
without this short subdivision to have been caused by alterations of
the ground surface, vegetation, drainage, or surface or sub -surface
water flows within this short subdivision or by establishment, con-
struction or maintenance of the roads within this short subdivision.
Provided, this waiver and indemnification shall not be construed as releasing
the City of Federal Way, its successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in part
from the negligence of the City of Federal Way, its successors, or assigns.
This subdivision, dedication waiver of claims and agreement to
hold harmless is made with the free consent and in accordance with the
desires of said owners.
IN WITNESS WHEREOF we set our hands and seals.
BARCELO HOMES
MANAGING MEMBER:
State of Washington )
ss.
County of )
On this day of 20—,before me, the
undersigned notary public in and for the state of Washington, personally
appeared to me known to be a managing member of
the corporation that executed the foregoing instrument, and acknowledged
said instrument to be the free and voluntary act and deed of said
corporation stated that they are authorized to execute said instrument.
In witness whereof, I have hereunto set my hand and affixed my official
seal the day and year first above written.
Signature of
Notary Public
Printed name
Dated
My appointment expires
RECORDER'S CERTIFICATE ...................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
........................................................................
Mgr. Supt. of Records
APPROVALS:
CITY OF FEDERAL WAY
Examined and approved this ____ day of
Deputy Public Works Director
Examined and approved this __-_ day of
Community Development Director
KING COUNTY RECORDING NO.
DEPARTMENT OF ASSESSMENTS
20___- Examined and approved this ___ day of ____--_-_---, 20_-__
20_
KING COUNTY HEALTH DEPARTMENT
Examined and approved this ___- day of ______-____, 20
NAME
VICINITY MAP
N.T. S
LEGAL DESCRIPTION
THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION
15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A STONE MONUMENT MARKING THE NOR WEST
CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 15 AND RUNNING THENCE NORTH
89014' EAST ALONG THE NORTH BOUNDARY LINE THEREOF
634.72 FEET, MORE OR LESS, TO THE WEST LINE OF THE
COUNTY ROAD;
THENCE SOUTH 00041'30" EAST ALONG SAID ROAD 494.65
FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00041'30" EAST ALONG SAID
ROAD 322.53 FEET;
THENCE SOUTH 89012' WEST 798.45 FEET;
THENCE NORTH 00047' WEST 322.53 FEET;
THENCE NORTH 89012' EAST 798.95 FEET TO THE TRUE POINT
OF BEGINNING;
(ALSO KNOWN AS TRACTS 4 AND 5 OF GOLDEN'S NORTH LAKE
TRACTS, AN UNRECORDED PLAT);
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
(BASED ON TITLE REPORT FROM OLD REPUBLIC NATIONAL
TITLE INSURANCE COMPANY ORDER NO. 5207129870 DATED
JUNE 17, 2015 AT 8:00 A.M.)
BASIS OF BEARINGS
RECORD OF SURVEY 8303219003: THE MONUMENT LINE OF
39TH AVENUE SOUTH FROM SOUTH 325TH PLACE TO SOUTH
322ND STREET IS NORTH 00059'08" EAST
EQUIPMENT USED
TOPCON PS103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS MAP CORRECTLY
REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECT SUPERVISION IN OCTOBER 2014, IN COMPLIANCE
WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT,
CHAPTER 58.09 RCW AND 332-130 WAC, AT THE
REQUEST OF BARCELO HOMES
Certificate No. ................
Assessor
Deputy Assessor
Account Number
VOL./PAGE
SCALE: 1 inch = 50 ft.
0 50 100 200
PORTION OF
S 1 /2 OF NW 1 /4, S.15, T.21 N., R. 4 E., W.M.
SURVEY NOTES
BASED ON TITLE REPORT FROM OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY ORDER NO. 5207129870 DATED JUNE 17,
2015 AT 8: 00 A.M.
SCHEDULE 8 PART II - SPECIAL EXCEPTIONS:
8. RESERVATIONS CONTAINED IN DEED FROM THE NORTHERN
PACIFIC RAILROAD COMPANY RECORDED UNDER RECORDING
NO. 13533, AS FOLLOWS:
RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR
SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL
LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND
THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE
GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS,
AND THE RIGHT OF ACCESS TO SUCH RESERVED AND
EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING
COAL OR IRON FOR THE PURPOSE OF EXPLORING,
DEVELOPING AND WORKING THE SAME.
9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED
THEREIN:
RECORDING INFORMATION: 2678839
IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY.
FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE
THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT
TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY
HEREIN DESCRIBED.
10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED
THEREIN:
RECORDED: OCTOBER 19, 1934
RECORDING INFORMATION: 2825254
IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON
CORPORATION
FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION
SYSTEM
THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT
TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY
HEREIN DESCRIBED.
....._. NOTES
1. STRUCTURES CONSTRUCTED ON LOTS 2, 3, 4, AND 5 ARE TO
HAVE AUTOMATIC FIRE SPRINKLERS.
2. - TMEfl6A'hE01V = - Y; THE
OWNERS OF LOTS 1, 2, 3, 4, AND 5) IS RESPONSIBLE TO
MAINTAIN ALL WETLAND BUFFER FENCING AND CRITICAL
AREA SIGNAGE.
3. THE MAXIMUM ROOFTOP AREA FOR EACH LOT IS 3333
SQUARE FEET.
Now re,r� u TVA c
c
B EYLE R
CONSULTING
CONTACT
phone:253-301-4157
fax: 253-336-3950
beylerconsulting.com
OFFIC4
7602 Bridgeport Way An,
Lakewood, WA 9AE0
�tr 1fAS1
i2o��
t 8 T E4�
iL LAIC
SITE AREAS
GROSS ACREAGE:
257,284 SQ FT f
TRACT A (ACCESS & UTILITIES):
9,890 SQ FT f
TRACT B (WETLAND & BUFFER):
137,643 SQ FT f
TRACT C (WETLAND & BUFFER):
5,468 SQ FT f
NET PLAT AREA:
104,283 SQ FT f
SITE INFORMATION
PARCEL NUMBER:
152104-9022
SITE ADDRESS:
32605 39th AVENUE S
FEDERAL WAY, WA 98001
SITE AREA:
257,284 SF (5,91 ACRES)
ZONING:
RS9.6 (1 UNIT/9, 600 SF)
COMPREHENSIVE PLAN:
SINGLE FAMILY, HIGH DENSITY
SETBACKS
FRONT:
20'
REAR:
5'
SIDE INTERIOR:
5'
SIDE STREET:
10,
OSS MIN LOT SIZE:
18,000 SF
PROPERTY OWNER:
BARCELO HOMES
32605 39TH AVE. SOUTH
FEDERAL WAY, WA 98001
(206-724-1072)
DEVELOPER:
BARCELO HOMES
32605 39TH AVE. SOUTH
FEDERAL WAY, WA 98001
(206-724-1072)
DWN. BY
PJJ
RESUBMITTED
AUG b� 2016
CITY OF FEDERAL WAY
CDS
BARCELO HOMES
SHORT PLAT
CHKD. BY
tgold
DATE
412112016
SCALE
1 "=50'
W
CD
n
—i
O
JOB NO.
14-278
SHEET
1 OF 3
RECORDING NO.
CITY
Federal Way
SHORT PLAT
N 0. 15-103141-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
VERTICAL DATUM
NAVD 8 GNG COUNTY BENCHMARK 684eEikON
PIPE WITH COPPER TACK SET 0.55' BELOW GRADE
2.0' SOUTH OF CENTERLINE OF SOUTH 320TH
STREET 0.15 MILE EAST OF I-5. ELEVATION IS
466.387.
CONVERSION TO NGVD29 - SUBTRACT 3.5465'
FROM ELEVATIONS.
i
i i v i i
i STREAM „A,,,
v w w w w w
4EV039,9.91'
w
w
w w w
w w
\-r
w
(w
w w
GP v\
w w w w
APPROXIMA7�
°
w w LOT 2 '� w
w (Ot1WM)
wi
w
w w w
w w
w
w w w w w w
w Iw
w
w
w w w \v w
w w
WEYER11AEUSER CO
vi, EX. vy:ULVERIT 0UTLFpT
32820 WEYERHAEUSER
IE 398.58
WAY S
# 152104-9178
bUG OdT VYELC - y
`0
(OP -I -OFFICE PARK 1)
w
w CAUriVONUD w
�'
_. _ _...
Z
w I w w w w
w
w
w
EX. CULVERT INLET
w FLOW PbINT -- 399'
'w
t
BOG' w w
w
••
w
w j w w w w
w
wl
w
�
400
w
w fw w w w
w
t
,100' ST
i
t
i
STREAM 'A"
ELEV0399.43'
`
,,
EXISTING TO NORTH LAKE
TRAIL
-------
WA DEPT OF FISH & WILDLIFE
22800 32ND DR S
#152104-9201
(RS9.6-1 UNITI9,600 SQFT)
AM A
NO TES,(
1. SEE WETLAND AND STREAM DELINEATION REPORT
PREPARED BY ENCO ENVIRONMENTAL CORPORATION,
DATED DECEMBER 17, 2014 AND WETLAND AND STREAM
DELINEATION REPORT ADDENDUM #1, DATED OCTOBER
12, 2015 FOR COMPLETE WETLAND INFORMATION.
2. WETLANDS B AND C ARE NOT REGULATED BY THE CITY
OF FEDERAL WAY. ADDITIONAL OUTSIDE AGENCY REVIEW
MAY BE REQUIRED IF WETLANDS B AND/OR C ARE TO BE
DREDGED AND FILLED.
SCALE: 1 inch =
VOL./PAGE
111111 1 1 1
00 150
PORTION OF
S. 1/ / 2 OF NW 1 /4 OF S. 15, T. 21 N., R. 4 E., W.M.
\ I
P ecop
1-PAC S°( \ EXISTING
RIGHT OF WAY
(TYP) ( NIKOLAI
NOR \
DENNIS
M LOT MALITSKI
GO I I VACANT LOI
JOHN ASE:Y JR LAURA & RYAN BRADLEY & JANE LARRY BROOKS I #614400-0010
3809 S 325TH ST 3817 S 325TH ST MCELROY
98001 CHANEY 3251.1 325TH 39T1d (RS9.6-1
98 01 3825 S 325TH ST 38.s1 S 325Th1 ST AVE 98001 UNITI9,600
#152104-9142 #15210 -9208 98001 9800.E #152104-9134 I j I SQFT)
TOE OF BANK (RS9.6-.1 (RS9 6-1 #152104-9189 #152104-9190 (RS9.6-1
UNI"I19,600 SQFT) UNIT19,60A) SQFT) (RS9.6-1 (RS9.6-1 UNIT19,600 SQFT) I l
UNIT19, 600 SQFT) UNIT] 9, 600 SQFT) EX. GUY
N8900 '06"W 798.26' _ _� f ANCHOR
200'
200'
RESIDENTIAL
SHORELINE
SETBACK
SOUTH 325TH PLACE
�0 0
We,era : (S 326TH ST)
009 /
Q 1 I I JANICE LONG
3903 325Tt1 PL
#614400-0080
(RS9.6-.1
UNIT19, 600 SQFT)
N O EX. POWER
VAULT (TYP.)
EXISTING
CONCRETE - �� —� O
\ WALLS % ; o" I I W
;'
j o
EXISTING 0' WETLAND 'B' BUFFER ' Z I - GARRET\
WILLIAMS
CONCRETE PAD ) 32604 39TH AVE S
a \\ 1 I I M I #152104-9096
(RS9.6-1
1. - I I I UNIT19, 800 SQF1
\ vv w f EX.
I MAILBOX
\ � \
0' WETLAND 'C' BUFFER`
EXISTING TRAIL
IV / 08'15"W 797.71426 - -/
LYLE KREMER LOT 2
32629 39TH AVE ,
#152104-9026
(RS9.6-1 UNIT19,60C SQFT)
LOT 3
rp EX. STREET
w �co I „
� SIGN (TYP.)
418, I I SOUTH 326TH PLACE
� '� w' �-(S..327TH PL)
LYLE KREMER
' 1 VACANT LOT I EX. STREET LIGHT
#152104-9210 (TYP.)
KCSP 784029-8507300584 (RS9.6-1 tfNIT/9,6Citi SQFT) I ;
EX. POWER POLE LRIC €� IRAt"I
? HUN7
%
I
32626 39TPI AVE S
1 I
#152104-9103
L,.1
i
(RS9.6-1
UNITJ9,600 SQFT-)
Q
CL
'
J
0
RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE 1
""""°"""""' I HEREBY CERTIFY THAT THIS MAP CORRECTLY BARCELO HOMES
REPRESENTS A SURVEY MADE BY ME OR UNDER MY �� S R.
SHORT PLAT
filed for record this ........... day of .......... 20....... at ...... M DIRECT SUPERVISION IN OCTOBER 2014, INCOMPLIANCE ""s
in book .......... of ........ at page......... at the request of WITH THE REQUIREMENTS OF THE SURVEY RECORDING B EY L E R
ACT, CHAPTER 58.09 RCW AND 332-130 WAC, AT THE CONSULTING ti DWN. BY DATE JOB NO.
................................... REQUEST OF BARCELO HOMES.
CONTACT OFFI � �GIs�TEg�9 P'1"1 4/21/2016 14-278
............................................ phone: 253-301-4157 r
........................I........ ................. Lakewood, WA 1 SO 3 3
fax: 253-336-3950 7602 Bridgeport Way CHKD. BY SCALE SHEET
Mgr. Supt. of Records Certificate No. ............... beylerconsulting.com tgold OF
VICINITY MAP
N.T. S
1. ROOTS OF PLANTS IN THE WETLAND ARE TO BE
PROTECTED FROM DISTURBANCE A FEW FEET
LANDWARD OF THE DRIP LINE.
2. HERBICIDES AND PESTICIDES CANNOT ME PLACED
WITHIN 15 FEET OF THE WETLAND EDGE.
3. LIGHTING FROM PROPOSED HOMES IS TO BE DIRECTED
AWAY FROM WETLAND AREAS.
4. PLACE ACTIVITY THAT GENERATES NOISE AWAY FROM
THE WETLAND.
5. PLANT THE UPLAND (NOT THE WETLAND) WITH NATIVE
NATURAL VEGETATION SUCH AS VINE MAPLE, BEAK
HAZELNUT, RED OSIER DOGWOOD, COMMON
HAWTHORN, OCEANSPRAY, OR NOOTKA ROSE AT
DISTANCE OF AT LEAST 15 FEET FROM THE EDGE OF
WETLANDS B & C IN AREAS NOT REPLACED WITH
ROADS, DRIVEWAYS, ROAD PRISMS OR BUILDINGS.
6. DO NOT REMOVE ANY EXISTING TREES THAT ARE
LOCATED WITHIN 15 FEET OF THE WETLAND EDGES
FOR WETLANDS B & C EXCEPT FOR THOSE TREES TO BE
REPLACED WITH ROADS, DRIVEWAYS, ROAD PRISMS,
OR BUILDINGS.
OFFSITE IMPROVEMENTS
SHARED ACCESS DRIVE APRON 656 SF (PGIS)
NEW ASPHALT 3,251 SF (PGIS)
CONIC SIDEWALK 1,489 SF
TOTAL 5,396 SF (0.124 AC)
TOTAL OFFSITE PGIS 3,907 SF (0.090 AC)
ONSITE IMPROVEMENTS
SHARED ACCESS DRIVE (PERVIOUS) 7,048 SF (PGIS)
* PAVER DRIVE (PERVIOUS) 10,000 SF (PGIS)
** HOUSE FOOTPRINTS 16,665 SF
TOTAL 33,713 SF (0.774 AC)
TOTAL ONSITE PGIS 17,048 SF (0.391 AC)
* 2,000 SF HAS BEEN ASSUMED FOR DRIVEWAY/WALK SURFACE FOR EACH LOT
** 3,333 SF HAS BEEN ASSUMED FOR HOUSE FOOTPRINTS FOR EACH LOT - - -
TOTAL PROJECT PGIS
EFFECTIVE PGIS 31 907 SF (0.090 AC)
INEFFECTIVE PGIS 17,048 SF (0.391 AC)
GROSS PLAT AREA:
257,284 SF
100 %
TRACT A (ACCESS & UTILITY):
9,890 SF
04 %
TRACT B (WETLAND & BUFFER):
137,643 SF
53 %
TRACT C (WETLAND & BUFFER):
5,468 SF
02%
NET PLAT AREA:
104,283 SF
41 %
BASIS OF BEARINGS
RECORD OF SURVEY 8303219003: THE MONUMENT LINE OF
39TH AVENUE SOUTH FROM SOUTH 325TH PLACE TO SOUTH
322ND STREET IS NORTH 00059'08" EAST
VERTICAL DATUM
NAVD88: KING COUNTY BENCHMARK 6847: IRON PIPE WITH
COPPER TACK SET 0.55' BELOW GRADE 2.0' SOUTH OF
CENTERLINE OF SOUTH 320TH STREET 0.15 MILE EAST OF
I-5. ELEVATION IS 466.387.
A PORTION OF NE 1/4 OF SECTION 18, TOWNSHIP 21 N., RANGE 04 E, W.M.
5'
UTIL. S 39TH AVENUE
STRIP CL ASPHALTIC PAVEMENT
9TH AV HORT AT -_j 1 30' HALF STREET IMPROVEMENTS 60' RIGHT-OF-WAY
5' 4' 8' r 81
WI SIDEWALK'PLANTER` PARKING GRIND AND EX ASPHALT
PRELIMINARY CLEARING GRADING TREE I NEW ASPHALT OVERLAY ROAD
e ' I (SOUTH BOUND) I (NORTH BOUND)
NEW CONC I
CURB &
2:1 CUT/FILL GUTTER I 0-0/0REPLACEMENT & RETENTION PLAN
(TYPICAL) \ II'HlI31JVU/\Elfi
CIL
a 30' PRIVATE ROAD TRACT
> I > I
20' PAVED AREA 5'
O
O I �
0.0% 0.0%
2:1 CUT/FILL I 2:1 CUT/FILL - - -
(TYPICAL) .�f\\ \ (TYPICAL) S 322ND STREET:
(60' ROW) ,.
POROUS ASPHALT OR \ /\\/\\ \\ \ 3" MIN. STORAGE -
PERVIOUS CONCRETE RESERVOIR COURSE
FOUND MONUMENT
WEARING COURSE 6" MIN. WATER I INCASE (10-1-I5)
LEVELING COURSE QUALITY TREATMENT
(IF REQUIRED) COURSE (IF REQUIRED)
2 POROUS ROADWAY SECTION 50 25 0 50 100
wommmmmmommill
PP1 SCALE: N.T.S. SCALE: 1" = 50'
INSTALL SPLIT RAIL FENCE AND
WETLAND SIGNAGE ALONG LAR Y FS�tC�OK,�
EASTERLY EDGE OF TRACT B \ 32,511 39TI I AVE 98001 I
I I FOUND 4"X4" CONCRETE
nELEV:
EE THE PRELIMINARY SHORT PLAT I I // MONUMENT WJIJ4"
DENNIS :11.�) 1 (-AI C .�. slz� ` k �1.7�_i �'1C11,11�OY RADL EY �;,1-k.�NE TAPER INTO EXISTING
MAP FOR FURTHER BOUNDARY I BRASS PIN DOWN{ 1 "
8001 .3817 S 3 5 k I'I I' 91300I 3825 6 325TH ST � 8001 3831 S `325TH ss,r 9£ ooi PAVEMENT PER AASHTO ;: f
BEARING AND DISTANCE DETAILS
9 1.52101 920S ## 15210-�918�9 # 152104-9190 STANDARDS (TAPER )
RATE 8:1 TO 15: 1)
i
D /
EACH LOT OBE I I ? I
: 399,74` SERVED BY OSS (UNDER TEMP ASPHALT
I AREA: 7,245 SF NEW 200' DISPERSION 10' ST6RMWATER SEPARATE PERMIT) RAMP
EACH LOT TO BE
TRENCH FOR ROOFTOP EASEMENT (TYP) GRADED AT TIME OF ROOF DRAIN STUB TO BE : f
TIGHTLINED TO DISPERSION BUILDING I /
STORMWATER MANAGEMENT INDIVIDUAL BUILDING TRENCH (TYP) SETBACK (TYP) 7 €/
FOR THE BENEFIT LOTS 1-3 ' OiA
PERMIT (TYP)
APPROXIMATE OHWM'
AVERAGE STREAM
WIDTH= 4'
� � y
.,; I!
M
WETLAND TRACT \I/ `L
(SEE ENVIRONMENTAL
REPORT FOR
\I/ � ADDITIONAL CRITICAL Q-
AREA INFORMATION) �Q W
�V
3 ........au......... t/ .......... ..... k . ........ v
PP1i ..
100
-�-- "�-- -'/ 137,643 SQ FT
to \I/ \� 1�1 �
v 1 � A/ vJ \1/ v/
f
41 \I` S '
E
w v/ v/ �v � �v �w '•'
\41 A
100
/ ,
� \41 41 y i
STREAM 'A' OUTFALLS
AT NORTH LAKE
A
TRENCH FOR SHARED -
ACCESS STORMWATERI
OVERFLOW'
NEW 50' DISPERSION
TRENCH FOR ROOFTOP
,STORMWATER MANAGEMENT
FOR THE BENEFIT LOT 4
L
n
- I S 325TH PLACE
i
- LOT 2 I / , ,/ I _.1
FOUND
18, 000 SQ FT I� N `z
CRUMBLED
j( o IW CONCRETE
N I LO�T, MONUMENT
LOT 3
/ I I 18,000 SQ FT
18,045 SgFT .- - ...... WATER \ II T
SERVICE (TYP)
Iw: I I Lo
' I % .( I 3 30' INGRESS/EGRESS
. r I 2 I 20' & UTILITY EASEMENT
.. I
x _ PERVIOUS ASPHALT
57.0 123. YI I ( (7,048 SF)
:X. o. ........................... 'yQ'..... I EX POWER
9T890 SQ FT' - - ---- N•Al-
--------I I VAULT
-- -
_ NO WETLAND BUFFERS
c� _____ -�; ', o Xx`' . 1� .51' \ . i I I i FOR WETLANDS B & C-
--------='wz) N `� � . ! I ' PER FWRC 15.10.250
..... 14( BUILDING SETBACK i i �}7 I LINE (TYP)
27.50' I �t' I i � r v , HALF STREET 2" GRIND
OT 5 N ro P
I' WETLAND 10' I I AND OVERLAY
4
\ X AOT 4 25 19 SQ F e' c ++ +
' 719 SQ F�`� HALF STREET
,\ N IMPROVEMENT NEW 8'
cb WETLAND )
n l l 1 1 II I I ASPHALT PARKING
filli fill
f
I IIIIIII I. I - I
2_i III IIII II
II IIIIII�
I-- 1 r - Fll PP1- IIIIIIII
4 1
I I I I if 1�� 1 I IIII IIIIIIII I_ ,>
TRACT'C'
5,468 SQ FT
- 1�52.4fr'
48.5';
S8900.8'15"E- -797.71'
I
WETLAND 'A'
I S 326TH PLACE i
INSTALL TREE AND �;` 1 j K (60' Row) `
_ VEGETATION PROTECTIONS i
DURING CONSTRUCTION NEW 25' DISPERSION -. TEMP ASPHALT
;I t
PER FWRC 19.120.160 TRENCH FOR ROOFTOP RAMP V
STORMWATER MANAGEMENT NEAT SAW I W FOUND ESM NAIL &
INSTALL SPLIT RAIL FENCE AND - FOR THE BENEFIT LOT 1 CUT LINE I I WASHER 0. 4' W & 0, 9' N I
WETLAND SIGNAGE ALONG INSTALL TREE AND -- I FOUND BROKEN
ONSITE WETLAND BUFFER VEGETATION PROTECTIONS TAPER INTO EXISTING t MONUMENT BASE 0.5' E
1
L1I_b I{I�k''ik'1t DURING CONSTRUCTION PAVEMENT PER AASHTO I i & 0.4' N
32629 39TH AVE 98001 25' WETLAND PER FWRC 19.120.160 STANDARDS (TAPER 60' ROW
I I
# 152104-9026 A' BUFFER I.YI..E I{lxk?Atkii RATE 8:1 TO 15,1) I , FOUND 4 X4
# 15210-1-9210 CONCRETE MONUMENT
W/114" BRASS PIN
DOWN 1" (10-1-15)
6" CSBC -� NEAT SAW CUT
2" CSTC
3" HMA
CL 112" (PG 64-22) 1 FRONTAGE SECTION
PP1 SCALE: N.T.S.
POROUS PAVER DRIVE GRIND AND OVERLAY
POROUS ASPHALT ROAD SEPTIC FIELD
ASPHALT PAVEMENT ® DISPERSION TRENCH
CONCRETE SIDEWALK
PARCEL NUMBER:
152104-9022
SITE ADDRESS:
32605 39th Avenue S
FEDERAL WAY, WA 98001
SITE AREA (ASSESSOR):
260,053 SF (5.98 AC)
SITE AREA (SURVEYED):
257,284 SF (5.91 AC)
ZONING:
RS9.6 1 UNIT 9 600 SF
( )
COMPREHENSIVE PLAN:
SINGLE FAMILY, HIGH DENSITY
MIN LOT SIZE:
9,600 SF
OSS MIN LOT SIZE:
I8,000 SF
MAX BUILDING HEIGHT:
30'
MAX COVERAGE:
60%
SETBACKS:
FRONT:
20'
STREET SIDE:
10,
INTERIOR:
5'
REAR:
5'
THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION
15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., INKING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A STONE MONUMENT MARKING THE
NOR WEST CORNER OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 15 AND RUNNING
THENCE NORTH 89014' EAST ALONG THE NORTH
BOUNDARY LINE THEREOF 634.72 FEET, MORE OR LESS, TO
THE WEST LINE OF THE COUNTY ROAD;
THENCE SOUTH 0041'30" EAST ALONG SAID ROAD 494.65
FEET TO THE TRUE POINT OF BEGINNING,
THENCE CONTINUING SOUTH 0041'30" EAST ALONG SAID
ROAD 322.53 FEET,
THENCE SOUTH 89012' WEST 798.45 FEET;
THENCE NORTH 0047' WEST 322.53 FEET;
THENCE NORTH 89012' EAST 798.95 FEET TO THE TRUE
POINT OF BEGINNING;
(ALSO KNOWN AS TRACTS 4 AND 5 OF GOLDEN'S NORTH
LAKE TRACTS, AN UNRECORDED PLAT);
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
(BASED ON TITLE REPORT FROM FIRST AMERICAN TITLE
INSURANCE COMPANY COMMITMENT NO, 4220-247-4900
DATED JUNE 16, 2015)
OWNER / DEVELOPER:
BARCELO HOMES
DX 1733
IRN, WA 98071
253-880-7873
DATE
ENGINEER / SURVEYOR:
BEYLER CONSULTING
7602 BRIDGEPORT WAY W, #3D
LAKEWOOD, WA 98499
TEL: 253-301-4157
w
Lo
N
�n
¢ Q
Z
"M
M
Lo E
frn
r6 rn
�In °
�00
,-..I m cn
O M O
4,0)
Mom++
O Q
CL
a)L!)
M M O
M C
-0,
Ln
O
co
I N N
N
N
Z O
X N
L
k Y
a.w-0 0
nJ
O
_.
O
0z
cd
v �=
0
0
Lo
W
N
n
CL
a
O
L
o
CL
■^
^ I
t�
T
>
vl
Q
UjJ
ox
N
J
m
C
LU
\
U
U
W
m
M
U
�
;ES
tU ITTER
AG092016
U
UZ
�-
CITY
F FEDERAL W�
3
Q
CDs
a
Q
PRELIMINARY
JOB NUMBER
14-278
SHEET 1 OF 2
Ppi, 0
A PORTION OF NE 1/4 OF SECTION 18, TOWNSHIP 21 N., RANGE 04 E, W.M.
1
24 FIR
2.5
YES
2
8 CEDAR
1.5
YES
3
9 ALDER
1.5
YES
4
23 ALDER
2.5
YES
5
9 HEMLOCK
1.5
6
11 HEMLOCK
1.5
7
12 ALDER
1.5
8
10 ALDER
1.5
9
22 CEDAR
2.5
10
48 CEDAR
3.0
YES
11
31 CEDAR
3.0
YES
12
14 MAPLE
2.0
YES
14
10 FIR
1.5
YES
15
40 FIR
3.0
YES
16
17 CEDAR
2.0
YES
17
10 MAPLE
1.5
YES
18
35 FIR
3.0
YES
19
26 FIR
3.0
20
26 FIR
3.0
21
10 16 MAPLE
3.5
22
30 FIR
3.0
23
18 FIR
2.0
24
17 FIR
2.0
25
24 FIR
2.5
26
13 MAPLE
2.0
YES
27
29 CEDAR
3.0
28
8 CEDAR
1.5
29
18 FIR
2.0
YES
30
24 FIR
2.5
YES
31
8 FIR
1.5
YES
32
11 FIR
1.5
YES
33
13 FIR
2.0
YES
34
29 FIR
3.0
YES
35
13 FIR
2.0
YES
36
25 FIR
3.0
YES
37
9 FIR
1.5
YES
38
10 FIR
1.5
YES
39
21 FIR
2.5
YES
40
11 FIR
1.5
YES
41
24 FIR
2.5
YES
42
13 CEDAR
2.5
YES
43
2 2 1 ALDER
3.0
YES
44
3 ALDER
1.0
YES
45
3 ALDER
1.0
YES
46
3 ALDER
1.0
YES
47
37 MAPLE
3.0
YES
48
12 FIR
1.5
YES
49
30 FIR
3.0
YES
50
27 FIR
3.0
YES
51
14 FIR
2.0
YES
52
2 ALDER
1.0
YES
53
2 ALDER
1.0
YES
54
2 2 ALDER
2.0
55
15 FIR
2.0
YES
56
48 FIR
3.0
YES
57
2 ALDER
1.0
YES
58
26 FIR
1.0
YES
59
12 MAPLE
1.5
YES
60
3 FIR
1.0
YES
61
14 12 MAPLE
3.5
YES
62
2 2 2 ALDER
3.0
YES
63
31 FIR
3.0
YES
64
14 ALDER
2.0
YES
65
13 CEDAR
2.0
YES
66
27 FIR
3.0
YES
67
2 2 1 ALDER
3.0
YES
68
19 MAPLE
2.5
YES
69
19 FIR
2.5
YES
70
11 ALDER
1.5
YES
71
33 CEDAR
3,0
YES
72
18 HEMLOCK
2.0
YES
73
13 HEMLOCK
2.0
YES
74
20 MAPLE
2.5
YES
75
24 CEDAR
2.5
YES
76
4 ALDER
1.0
YES
A
77
9 18 MAPLE
3.5
YES
78
14 CEDAR
2.0
YES
79
20 CEDAR
2.5
YES
80
26 CEDAR
3.0
YES
81
13 HEMLOCK
2.0
YES
82
19 MAPLE
2.5
YES
83
11 ALDER
1.5
YES
84
17 ALDER
2.0
YES
85
19 ALDER
2.5
YES
86
30 FIR
3.0
YES
87
36 CEDAR
3.0
YES
88
12 14 9 MAPLE
5.0
YES
89
19 HEMLOCK
2.5
YES
90
14 MAPLE
2.0
YES
91
15 14 18 17 MAPLE
8.0
YES
92
13 MAPLE
2.0
YES
93
7 MAPLE
1.5
YES
94
22 MAPLE
2.5
YES
95
11 MAPLE
1.5
YES
96
23 CEDAR
2.5
YES
97
14 ALDER
1.5
YES
98
24 HEMLOCK
2.5
YES
99
22 ALDER
2.5
YES
100
25 CEDAR
3.0
YES
101
12 MAPLE
1.5
YES
102
16 MAPLE
2.0
YES
103
14 HEMLOCK
2.0
YES
104
18 MAPLE
2.0
YES
105
32 HEMLOCK
3.0
YES
106
12 MAPLE
1.5
YES
107
27 CEDAR
3.0
YES
108
28 CEDAR
3.0
YES
109
11 MAPLE
1.5
YES
110
28 FIR
3.0
YES
111
12 8 13 MAPLE
5.0
YES
112
9 8 13 11 8 9 MAPL
9.5
YES
113
27 FIR
3.0
YES
114
31 CEDAR
3.0
YES
115
17 CEDAR
2.0
YES
116
30 CEDAR
3.0
YES
117
14 CEDAR
2.0
YES
118
13 MAPLE
2.0
YES
119
13 MAPLE
2.0
YES
120
11 20 MAPLE
3.5
YES
121
31 22 CEDAR
6.0
YES
122
13 CEDAR
2.0
YES
123
36 8 27 MAPLE
7.5
YES
124
8 CEDAR
1.5
YES
125
35 CEDAR
3.0
YES
126
14 MAPLE
2.0
YES
127
10 10 8 MAPLE
4.5
YES
128
16
9 11 9 9 10 MAPLE
9.5
YES
129
12 ALDER
1.5
YES
130
29 FIR
3.0
YES
131
10 9 MAPLE
3.0
YES
133
26 FIR
3.0
134
12 MAPLE
1.5
135
25 FIR
3.0
136
15 MAPLE
2.0
YES
137
10 24 FIR
4.0
YES
138
9 MAPLE
1.5
YES
139
14 FIR
2.0
YES
140
41 FIR
3.0
YES
141
5 MAPLE
1.0
142
9 MAPLE
1.5
YES
143
14 MAPLE
2.0
YES
144
33 CEDAR
3.0
YES
145
31 CEDAR
3.0
YES
146
24 CEDAR
2.5
YES
147
13 12 8 11 MAPLE
6.5
YES
148
15 MAPLE
2.0
YES
149
22 15 15 16 MAPLE
7.0
YES
150
33 FIR
3.0
YES
151
8 MAPLE
1.5
YES
152
24 MAPLE
2.5
YES
153
32 CEDAR
3.0
YES
154
23 MAPLE
2.5
YES
155
10 CEDAR
1.5
YES
156
4 MAPLE
1.0
YES
157
2 2 MAPLE
2.0
YES
158
27 FIR
3.0
YES
159
4 HEMLOCK
1.0
YES
160
11 MAPLE
1.5
YES
161
2 MAPLE
1.0
YES
162
21 FIR
2.5
YES
163
22 CEDAR
2.5
YES
164
18 FIR
2.0
YES
165
30 FIR
3.0
YES
166
6 CEDAR
1.0
YES
167
18 FIR
2.0
YES
168
33 FIR
3.0
YES
169
24 CEDAR
2.5
YES
170
15 CEDAR
2.0
YES
171
8 MAPLE
1.5
YES
172
2 MAPLE
1.0
YES
173
4 MAPLE
1.0
YES
174
2 3 2 MAPLE
3.0
YES
175
4 MAPLE
1.0
YES
176
2 2 3 MAPLE
3.0
YES
177
48 FIR
3.0
YES
178
22 FIR
2.5
YES
179
5 FIR
1.0
YES
180
3 MAPLE
1.0
YES
181
31 FIR
3.0
YES
182
4 MAPLE
1.0
YES
183
3 2 MAPLE
2.0
YES
184
36 FIR
3.0
YES
185
3 MAPLE
1.0
YES
186
5 MAPLE
1.0
187
8 8 CHERRY
2.0
188
15 CEDAR
2.0
YES
189
9 ALDER
1.5
190
4 MAPLE
1.0
191
12 MAPLE
1.5
192
3 MAPLE
1.0
193
4 MAPLE
1.0
194
10 MAPLE
1.5
195
8 ALDER
1.5
196
33 FIR
3.0
197
9 ALDER
1.5
198
28 CEDAR
3.0
199
12 ALDER
1.5
200
18 FIR
2.0
201
11 ALDER
1.5
202
9 ALDER
1.5
.203
10 MAPLE
1.5
204
9 ALDER
1.5
205
10 CHERRY
1.5
YES
206
19 CEDAR
2.5
YES
207
18 CEDAR
2.5
YES
208
25 CEDAR
3.0
YES
209
30 FIR
3.0
YES
210
4 FIR
1.0
YES
211
8 MAPLE
1.5
YES
212
5 FIR
1.0
YES
213
16 CEDAR
2.0
YES
214
11 MAPLE
1.5
215
9 CHERRY
1.5
216
9 ALDER
1.5
217
8 ALDER
1.5
218
8 FIR
1.5
219
36 FIR
3.0
220 .
36 CEDAR
3.0
221
8 FIR
1.5
222
30 CEDAR
3.0
223
28 CEDAR
3.0
224
8 CEDAR
1.5
225
5 3 FIR
2.5
226
32 CEDAR
3.0
YES
227
9 DECID�=1.5
228
27 FIR
3.0
229
28 FIR
3.0
230
22 FIR
2.5
231
22 18 CEDAR
4.5
232
24 FIR
2.5
233
21 FIR
2.5
234
17 FIR
2.0
235
8 9 MAPLE
3.0
YES
236
15 FIR
2.0
YES
237
11 CEDAR
1.5
YES
238
33 CEDAR
3.0
YES
239
24 MAPLE
2.5
YES
240
25 MAPLE
3.0
YES
241
11 MAPLE
1.5
YES
242
28 CEDAR
3.0
YES
243
30 CEDAR
3.0
YES
244
4 CEDAR
1.0
YES
245
36 CEDAR
3.0
YES
246
9 MAPLE
1.5
YES
247
11
10 12 18 24 MAPL
9.0
YES
248
30 FIR
3.0
YES
249
12 MAPLE
1.5
YES
250
40 CEDAR
3.0
YES
251
10 MAPLE
1.5
YES
252
24 8 MAPLE
4.0
YES
253
33 17 CEDAR
5.0
YES
254
23 FIR
2.5
YES
255
19 FIR
2.5
YES
256
24 FIR
2.5
YES
257
32 CEDAR
3.0
YES
258
10 MAPLE
1.5
YES
259
41 FIR
3.0
YES
260
33 CEDAR
3.0
YES
261
30 CEDAR
3.0
YES
262
27 CEDAR
3.5
YES
263
18 24 MAPLE
4.5
YES
264
27 CEDAR
3.0
YES
265
10 FIR
1.5
266
11 FIR
1.5
267
13 FIR
2.0
268
15 FIR
2.0
269
9 FIR
1.5
270
13 FIR
2.0
271
16 FIR
2.0
272
11 FIR
1.5
273
3 FIR
1.0
274
10 9 APPLE
3.0
275
3 FIR
1.0
276
4 MAPLE
1.0
277
4 FIR
1.0
278
9 CHERRY
1.5
279
39 CEDAR
3.0
280
24 FIR
2.5
281
9 12 18 13 10 MAPLE
8.5
282
24 FIR
2.5
283
34 FIR
3.0
284
9 FIR
1.5
285
22 FIR
2.5
286
24 FIR
2.5
287
10 FIR
1.5
288
10 FIR
1.5
289
20 FIR
2.5
290
23 12 FIR
4.0
291
11 FIR
1.5
292
20 26 FIR
5.5
293
12 16 FIR
3.5
294
28 FIR
3.0
295
17 FIR
2.0
296
14 FIR
2.0
297
28 FIR
3.0
298
16 FIR
2.0
299
12 MAPLE
1.5
300
27 FIR
3.0
301
22 FIR
2.5
302
15 FIR
2.0
303
17 FIR
2.0
304
8 FIR
1.5
305
8 MADRONA
1.5
306
10 FIR
1.5
307
9 FIR
1.5
308
9 FIR
1.5
309
15 FIR
2.0
310
8 FIR
1.5
311
8 9 ALDER
3.0
312
20 ALDER
2.5
313
10 FIR
1.5
314
8 CHERRY
1.5
315
12 11 8 ALDER
4.5
316
15 FIR
2.0
317
47 FIR
3.0
318
9 FIR
1.5
319
9 FIR
1.5
320
5 FIR
1.0
321
9 MADRONA
1.5
322
8 FIR
1.5
323
11 FIR
1.5
324
21 CEDAR
2.5
325
20 CEDAR
2.5
326
14 ALDER
2.0
327
16 ALDER
2.0
328
17 ALDER
2.0
329
13 ALDER
2.0
330
9 ALDER
1.5
331
9 DECID
1.5
332
9 COTTONWOOD
1.5
333
10 COTTONWOOD
1.5
334
28 COTTONWOOD
3.0
335
30 FIR
3.0
336
29 FIR
3.0
337
18 FIR
2.0
338
30 FIR
3.0
339
22 FIR
2.5
340
12 FIR
1.5
341
24 FIR
2.5
342
8 MAPLE
1.5
343
14 FIR
2.0
344
12 FIR
1.5
345
13 16 11 MAPLE
5.5
346
8 MAPLE
1.5
347
27 23 FIR
5.5
348
22 FIR
2.5
349
13 MAPLE
2.0
SITE AREA \'O'\�
GROSS PLAT AREA: 257,284 SF VJ
TRACT A (ACCESS & UTILITY): 10,868 SF y Y vx
TRACT B (WETLAND & BUFFER): 111,352 SF °,.
7UET PLAT AREA: 135,064 SF (3.101 AC)
REQUIRED TREE UNITS / ACRE
3,101 * 25 = 78 TREE UNITS
PROVIDED TREE UNITS / ACRE
TREES TO BE RETAINED 214 TREE UNITS
TREES TO BE PLANTED 0 TREE UNITS
NOTE: SHORT PLAT APPROVAL EXPIRES FIVE YEARS
FROM THE DATE OF PRELIMINARY APPROVAL
(ENGINEERING PLAN APPROVAL, IMPROVEMENTS
CONSTRUCTED, AND RECORDING).
PERMIT NO. 15-000000-SU
APPROVED
f- Q.
z Q
0
M
Lo E
�rn
rn
0 O
Ln Uoo
O M C
M a�
O Q
Q.
N
M M O
In (7In
'O
C
N M O
a
L O
N L
,h
m
N
C N
3
N N
� x N
Y
u awn
ICJ
Z
C)
O
CLCN
O
CL
H
C)C)
>
((Z^
vJ
rn
v /
J
N
U
_
H
H
W
m
CL
G
Lu
�C
U
W
=
U
Mu�
Z
c)
r n
v J
ll!
co
U
Z
CL
Q
ce
0---)
PRELIMINARY
JOB NUMBER
14-278
SHEET 2 OF 2
DATE