20150409090812950.pdf328 7,352 SF
5T FL U�
3z8'\ — —
� 63.31' —�---
I 20' WATERSEWER 32�
EASEMENTICT1-
DRIIN, 323
�sC 3'SS�FR 2"�OGKING ST IRON
f� 3¢
325 LAMPNOL= VCR �q
WELL/TOTCf'I 5EWEfz A„ Z'.'
76 Q WV 326 G/O INv 33
1 —
\ "m 8
w �
1 �a
w�PL V,5 1,4
2 S RY RESI NCE Li
d- 7 N n1
W !n I.C) O)
G M L) m
NLo z p
6,320 SF
O 6,
o r
N N
I _
22--10" —
141-10 1/21,
7'-3 1/21
X 7,390 SF
n, 6(7.Cj0' 60.00'
2-1.5 N88°37'08" W 328'
MOTES'
I11PERVIOU5 SURFACE CALCS
RESIDENCE WITH EAVES 2351
WALKS AND LANDIWi5 42
DRIVEWAY 605
TOTAL NEW MIFERVIOUS 2998
STRUCTURAL LOT COVERAG=E
COVERED
PORCH
zBiS
COVERED PORCH 255
TOTAL F/P SQ FT 1990
STRUCTURAL LOT COVERAGE r 2T%
ON
W of an ®Immnm covwmd trW d� mvwuaa'm root/
dlaimal —d m Nv FInM1 Nal d.—k.We. alldm.�a, Forohm, c l=• wsf, mum ctrivmww grid p®vad araam.
.. ON 105TH PL W.
c BEND -MARC "X" ON FIRE HYDRANT
TOP/NUT ®TR41,T 'F" ELEY 33130'
a LOT HAS BEEN CLEARED AND GRADED DURING PLAT
DEVELOPMENT PROCESS. MAX SLOPE ON 517E 15
1 IN i00 OR APPROXI% ARROWSINDICATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADING R:EO'D.
oEXCESS FILL IS TO BE REMOVED FROM SITE.
o DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STOR"1 DRAIN LINES.
o DRIVEWAY HAS A I RISE IN 32 RUN OR 3% SLOPE,
.NO DIRT, MUD, ROM OR DEBRI5 SHALL BE
TRACKED FROM THE SITE TO THE STREET
• DIRECT ALL RUNOFF TO FILTER FABRIC
FENCE DURING CONSTFiMION
o ALL DOWN SPOUTS TO BE TIGHT -LVED W/ SOLID 4" PIPE OF
APPROVED MATERIAL TO CATCH BASIN THEN DRYWELL TO THE
STOW STUB PROVIDED a FRONT OF LOT. ALL STORM WATER
TO BE ROUTED TO EXISITM STOW SYSTEM LINE LOCATED
TITLE:BURNSTEAD CONSTRUCTION LLC DATE : 02/1 1/15 DRWN BY: J HERR
WOODVALC LOT 3 11980 N.E. 24th ST. 23roO& 105714 PL UJE5T
BELLEVUE, WA 98005
(425) 454-1900 Ilarcel01136400000300
NEIG-TNT CAJ_CULATIONS
4=328' �y �`�u� �Fti
c
..na
C=328'4vEF%
RALfi�ID���
AGU—352.2''
,
MI AXI1 fUl" I i',IDCzE NT= 353' �_ J�.. P ;
�I,� u.Nrel,Nl.x.�