20121203114317328.pdf237TH ST SW /
CUTTERSIDOWNSPOUTS
TO CONNECT TO EXIST. SYST. DATUM PT *100.0'
3NOH PUD OTOP OF WATER METER
4 HOUSES EDGE OF PAVEMENT
_ N89045'30"W 97.00'
100.0' t o�"a.o c �
I ❑ i ORC & coop
m DRI AY (TO
w BE VED
IN IE) �o/y N & EPLA DJ /
REDWD .p I
i° 100.5+ tit
D
rr---- - --- A 7 s� ca.
-- -
101.5 - A 1 ION
/ � I
(El w 1.
REDWD
' it(E) RESIDENCE i I Q
STEVEN f AL & L NE Z" LDHER
ADDRESS:
y 01.5 DIT10 I X01.3' O 7506 237TH ST SW
_ _ EDMONDS, WA 98026
T-
B TAX ID NO.:
00488200000700
yss � ss IMPERVIOUS AREA:
1,272.50 S.F. (ROOF - EXISTING) (1962)
H (E) PATIO r-- 238.00 S.F. DRIVE - EXISTING) (1962)
d TO BE REMOVED�' I6 740.00 S.F. ROOF - ADDITION)
1q 7 105.00 S.F. PORCH - ADDITION)
N SETBACK �� -�'-°i06'•r 61.75 S.F. PATIOS - ADDITION)
7 5 �j T' �ufT' BUILDING HEIGHT CALCULATIONS:
/ �
AVERAGE (E) GRADE CALC.
o / A-+101.3'
M WNERICONTRACTO IS PONSIBLE FOR B - +101.3'
ERO�Aqy ICON 0 D�DRAINAGE D — +101.5'
SFTBgc� +405.6'
z I /
IE1 / DIVIDE BY 4
AVERAGE (E) GRADE _ +101.4'
REDWD I
/ ALLOWABLE BUILDING HEIGHT - +25'
r� '
NOTES.
ACTUAL BUILDING HEIGHT - +23.33
1. d , 4" o PE IN 6 DRAIN ENCASED IN
hmQ -
� N N -CLO ER F�..�:i<IGHTLINE TO DRYWELL.
100.919.82 2 ( 3' X ( D YWELL - FILL W/ 3/4" CRUSHED ROCK
100.9' PROVIDE FILTER FABRIC ON TOP & 12" MIN IMPERVIOUS L.
I
!l INE7 N o 10 20 40 - �® ��
SCALE: 1"=20' ! 01 20090"^
€BUILDING DEPARUMENT
CITY OF EDMUNDS