15-103144 (2)f^
SW 320TH ST
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LL (
S 322ND ST
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PROJECT M
SITE
I-5
D S 328TH
ST 3
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VICINITY MAP
N.T,S
2:1 CUT/FILL
(TYPICAL)
A PORTION OF NE 1/4 OF SECTION 18, TOWNSHIP 21 N., RANGE 04 E, W.M.
S 39TH AVE SHORT PLAT
PRELIMINARY CLEARING, GRADING, TREE
REPLACEMENT & RETENTION PLAN
iL
a 30' PRIVATE ROAD TRACT a
� I �
5' 20' PAVED AREA 5' W
i I I Z
O Z
0.0% 0.0%
' I 2:1 CUTIFILL
(TYPICAL)
K/ 3" MIN. STORAGE
POROUS ASPHALT fJR �Vr\���j/\�/ RESERVOIR COURSE
PERVIOUS CONCRETE
WEARING COURSE 6" MIN. WATER
LEVELING COURSE QUALITY TREATMENT
(IF REQUIRED) COURSE (IF REQUIRED)
POROUS ROADWAY SECTION
DENNIS. SUNDSTROIM
" 3809 S 32,5111 4 L f),i001
rt 152104 9i42
1. ROOTS OF PLANTS IN THE WETLAND ARE TO BE I EX POND
PROTECTED FROM DISTURBANCE FEW FEET WATER ELEV: 399,74'
LANDWARD OF THE DRIP LINE. AREA: 7,245 SF
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 T'' IT GENERATES NOISE AWAY FROM APPROXIMATE OI ,I,
THE WETLAND. AVERAGE STREAM
5. PLANT THE UPLAND (NOT THE WETLAND) WITH NATIVE I I WIDTH= 4'
NATURAL VEGETATION SUCH AS VINE MAPLE, BEAK �: I
HAZELNUT, RED OSIER DOGWOOD, COMMON cc.
"
HAWTHORN, OCE. >PRAY, OR NOOTKA ROSE AT v v v ( 1
DISTANCE OF AT LEAST 15 FEET FROM THE EDGE OF i
WETLANDS B & C IN AREAS NOT REPLACED WITH
k
DRIVEWAYS ROAD PRISMS OR BUILDINGS. (�
ROADS, '
6. DO NOT REMOVE ANY EXISTING TREES THAT ARE WETLAND TRACT I I
�"
SEE
ENVIRON
MENTAL
LOCATED WITHIN 15 FEET OF THE WETLAND EDGES REPORT FOR
Sz-
FOR WETLANDS B & C EXCEPT FOR THOSE TREES TO BE � ADDITIONAL CRITICAL y
AREA INFORMATION)
REPLACED WITH ROADS, DRIVEWAYS, ROAD PRISMS, - y W
OR BUILDINGS.
N �
y 41 �
3
SCALE: N.T.S.
INSTALL SPLIT RAIL FENCE AND
WETLAND SIGNAGE ALONG
EASTERLY EDGE OF TRACT B
SEE THE PRELIMINARY SHORT PLAT
MAP FOR FURTHER BOUNDARY
BEARING AND DISTANCE DETAILS
NEW 200' DISPERSION
TRENCH FOR ROOFTOP
STORMWATER MANAGEMENT
FOR THE BENEFIT LOTS 1-3
.............. .yc......... :ll ........ ........ ...........................
PP1 .TRA.eT--101...
__._-* v 137, 643 SQ FT
OFFSITE IMPROVEML-WTS
i J'
SHARED ACCESS DRIVE APRON
656 SF (PGIS)
o
y q/
y
.1, \V
NEW ASPHALT
3,251 SF (PGIS)
�
y
CONC SIDEWALK
1,489 SF
TOTAL
5,396 SF (0.124 AC)
i, /
TOTAL OFFSITE PGIS
.3, 907 SF (0.090 AC)
y
yBOG
,
ONSITE IMPROVEMENTS
� �
SHARED ACCESS DRIVE (PERVIOUS)
7,048 SF (PGIS)
�
y v
0
* 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 3,907 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
I �
�.
WETLAND D BUFFER
i
S 322ND STREET j �\
(60' ROW)
2:1 CUT/FILL t
(TYPICAL)I
5'
UTIL
STRIP
\._ FOUND MONUMENT
INCASE (.10-1-1S)
50 25 0 50 100
SCALE: 1" = 50'
32Z11 39TI f,'kVE 98001 I
'7rrrrrrr 1s:1(3191�34
;_. FourJD =E°x4" CONCRETE
' I I I MONUMENT W11/4"
JOT IN C x:,Ei' 111R.A 11( E1,12C)�" 13L;AD1,EY a:;I1'�NE1Y TAPER INTO EXISTING I j
:35i7 y 3 5'1"Li '1` t} 3I}OI 3825 S 325THS7' 9 0(}1 3831 S 3'2.. 'I`l! ST 98001 PAVEMENT PER AASHTO I BRASS PIN DOWN 1"
( )
11521O. 2108 # 15':10 ,9189 # 152101 •9i'M STANDARDS (TAPER I I! 10 1 15
RATE 8:1 TO 15: 1) I
EACH LOT TO BE
SERVED BY OSS (UNDER TEMP ASPHALT
10' STORMWATER EACH LOT TO BE I SEPARATE PERMIT) { RAMP ( `
ROOF EASEMENT (TYP) GRADED AT TIME OF F DRAIN STUB TO BE
BUILDING
DISPERSION
TIGHTLINED TO DIP3 /
INDIVIDUAL BUILDING BACK (TYP)
PERMIT (TYP) TRENCH (TYP) SET����•�'
\ I
S89008'06"E 79 .26' ® - - _ _. _ Ln I�
NEW 200' DISPERSION -6;
TRENCH FOR SHARED
ACCESS STORMWATERNi;
OVERFLOW"
STREAM 'A' OUTFALLS
AT NORTH LAKE NEW 50' DISPERSION
TRENCH FOR ROOFTOP
STORMWATER MANAGEMENT
FOR THE BENEFIT LOT 4
A
S 325TH PLACE ;
#\ \ LOT 2 I ,
FouNOI
18,000 SQ FF � o .......,
yz � CRUMBLED
. , \ o ! , CONCRETE
\ LO MONUMENT
LOT 3 \�> o
\.. ,: t° ' : � 10-.1-15)
.. l \` � I I 18,000 SQ FT � o (
/ 18,045 SqF ; `- — — WATER
SERVICE (TYP) I I h
r�r /
i
2�0' v
X I i
\ I
{lam; I i \X�i I I 1 I I
3 30' INGRESS/EGRESS
' ` , �• I o I 20' ' & UTILITY EASEMENT
., r/.-PERVIOUS ASPHALT
— -
- (7,048 SF)
..— - f I' 3I EX POWER
,q.. 2• I .�
VAULT
__
Arz)- _ ___ _
_ _ — -- NO WETLAND BUFFERS
18 .51 I _ FOR WETLANDS B & C
r '_
I N i \ \ , I I 1 PER FWRC 15.10.250
BUILDING SETBACK
o{ -- I ( / y i t J 1 I LINE (TYP)
. I
1 /:
27.50 I 1 c� - T.I HALF STREET 2" GRIND
ho
i T S U
i�2•�� R: 10 i AND OVERLAY
� XLOT 4 _ ' 1 � WETLAND AND
� ,. r/
,1 5 19 SQ f I Ii
r HALF STREET
'I � ��+ IIinIIIh t
4, 719 SQ fr IMPROVEMENT NEW 8'
WETLAND IkI I
ASPHALT PARKING
rl r , w ,IInII j I
x _ rvl IliiiiiiIi / i )
---- I ,
-r---i r__
r �' I I I I I I1III IIN
7ci` I 1 I 6 1 I IK' TRACT C III l........11ltt,, I I a
51468 S f7ililliiiiiiiili YJ
�— — I---J.>•i Ililllllllllll _.
1.52.4fr — — — t 0-55 (,
--''— XT4.1%L �- c.-�-4-8.-�s5'!-' a r ---
S89008'15"E--- --797.71'
/ — ; WETLAND 'A' I I i - S 326TH PLACE
W
INSTALL TREE AND % ( u.><�, (60' Row)
.; VEGETATION PROTECTIONS
DURING CONSTRUCTION NEW 25' DISPERSION TEMP ASPHALT
RAMP I \\
PER FWRC 19.120.160 TRENCH FOR ROOFTOP
STORMWATER MANAGEMENT NEAT SAW / I ? I \`- FOUND ESM NAIL &
INSTALL SPLIT RAIL FENCE AND FOR THE BENEFIT LOT 1 CUT LINE t-VASIIL=R 0. 4' W & 0.9' N
WETLAND SIGNAGE ALONG INSTALL TREE AND FOUND BROKEN
TAPER INTO EXISTING I � NONtJMENT BASE 0. 5' E 1
ONSITE WETLAND BUFFER. VEGETATION PROTECTIONS �., I 1
PAVEMENT PER AASHTO & t).4' N
,YL..E KR.EIMER DURING CONSTRUCTION 3t
PER FWRC 19.120.160 STANDARDS (TAPER
3"'629 39TH AVE 4:30t)1 25 WETLAND 60 ROW
# 152104-9026 A' BUFFER RATE 8:1 TO 15: 1) I ,
KRE WILE I FOUND 4"X V
�f 21O1 t1210 CONCRETE MONUME'N
W/1/4" BRASS PIN
DOWN 1" (10-1-.15)
S 39TH AVENUE
ASPHALTIC PAVEMENT
30' HALF STREET IMPROVEMENTS 60' RIGHT-OF-WAY
q' _ _
PLANTE 8' GRIND AND EX ASPHALT
PARKING OVERLAY ROAD
NEW ASPHALT (SOUTH BOUND) (NORTH BOUND)
I
6" CSBC J
I- NEAT SAW CUT
2" CSTC
3" HMA
CL 112" (PG 64-22) 1 FRONTAGE SECTION
P P 1 SCALE: N. T. S.
POROUS PAVER DRIVE GRIND AND OVERLAY
POROUS ASPHALT ROAD % SEPTIC FIELD
ASPHALT PAVEMENT DISPERSION TRENCH
CONCRETE SIDEWALK
PARCEL NUMBER:
SITE ADDRESS:
SITE AREA (ASSESSOR).
SITE AREA (SURVEYED).
ZONING:
COMPREHENSIVE PLAN:
MIN LOT SIZE:
OSS MIN LOT SIZE:
MAX BUILDING HEIGHT:
MAX COVERAGE:
SETBACKS:
FRONT:
STREET SIDE:
INTERIOR:
REAR:
152104-9022
32605 39th Avenue S
FEDERAL WAY, WA 98001
260,053 SF (5.98 AC)
257. Y 4 SF (5.91 AC)
RS9.6 (1UNIT/9,600 SF)
SINGLE FAMILY, HIGH DENSITY
9, 60n SF
18, , SF
30'
60%
20'
10
5'
5'
THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION
15, TOWNSHIP 21 NORTH, RANG-c 4 EAST, W.M., IN KING
COUNTY, WASHINGTON, DESCR. J.D 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 ALCM J THE NORTH
BOUNDARY LINE THEREOF 634. /- — -EET, 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
PO BOX 1733
AUBURN, WA 98071
TEL: 253-880-7873
ENGINEER /SURVEYOR:
BEYLER CONSULTING
7602 BRIDGEPORT WAY W, #3D
LAKEWOOD, WA 98499
TEL: 253-301-4157
77777777
NOTE: SHORT PLAT APPROVAL EXPIRES FIVE YEARS
177 ERS
FROM THE DATE OF PRELIMINARY APPROVAL
LOTS 2-5 OF THE PROPOSED SHORT PLAT ARE TO (ENGINEERING PLAN APPROVAL, IMPROVEMENTS
INSTALL AUTOMATIC FIRE SPRINKLER S:/STEMS. CONSTRUCTED, AND RECORDING).
PERMIT NO. 15-1u"31Lf`f-Sty
ORK SITE PLAN APP -OVAL.
Permit Number.. y 62
CUT 1, 798 CY Approved $y:
FILL 130 CY De:
NET 1,667 CY (CUT) AP R ' _
VOLUMES ARE PRELIMINARY, A SHRINK/SWELL FACTOR HAS NOT BEEN APPLIED.
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C,IT'
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PRELIMINARY
JOB NUMBER
14-278__
SHEET 1 OF 2
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