23737 76TH AVE W-SITE PLAN.pdfW
z
W
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53.85' fe
7.5' i3S8L
OFF SITE DATUM POINT EXISTING= —
NE le-UMORS WATER METER Dl:: �rVEWAY
ELEVATION: 100
1I1CeM'eted W tllli, -':: , y the �
1 .,ny i a .,
main�:onanceo< .
nonwAformix:; - . • ,;:... ��
or site conditir- scope �'•..zie I EXISTING
ppeerrmmit appliea.. � ether. xu�� f RESIDENCE
build.,: ig, struci,!, . r . mown on u-_Q . 1
site plan or draw,:... r ;, structu--e ,,;:
ron& ion maybe , - :;)arate o Bel.7s
,:,;'orcement A,ri,;
I
HE IGHT CAL5: r .
A+B+C+D / 4 = AVERAGE GRADE ELEV.
r
98.21 + 91.15 ++ ��98.03 + 'B 1.35 / 4 = 91,55 1 x
AVERAGE�C R&D ELEV. l@ EL. 9l85 N
ACTUAL GRADE ELEV. -9 l3l.90 r W + Z d A.
i
MAX HEIGHT LIMIT = 122,55 % I S
ACTUAL EXIST HEIGHT = 121.88 TocK PILE
COVER W/ IN / \
PROPOSED ADDITION = 110.1 24 HRS //
Comer
Zoneyl_� ! / /
Setbacks Renuired Actual-T° Add*`an
��� Sides N _.-�
\4
Other �
i
Heit �_j L5
— EXISTING
U3 FRENCH DRAIN
Ul/ WASH GRAVEL
S,g
SILT 4cr=
AS REIRED
x /
C• 3/ /
x/
/ DOUINSPOUTS
x/ TO SPLASH
BLOCKS
PROPOSED
ADDITION
AND AREA OF
DISTURBANCE
5'x10'
CONC PATIO
DOUINSPOUTS
TO SPLASH
BLOCKS
NOTE:- PROVIDE SILT FENCE AS REQ
6 AREA OF DISTURBANCE.
m 1 OWNER/CONTRACTOR IS RESPONSIBLE
♦ FOR EROSION 1:d"�50 01 AND DRAINAGF
DOWN SPOUTS TO SPLASH ELKS
OR TO EXISTING ROOF DRAIN
INSTALL s MAINTAIN ALL T.E.S.C.
MEASURES ACCORDING TO
APPROVED PLANS PER CITY
OF EDMONDS STANDARDS t ALL
OTHER MEASURES MAY BE
REQUIRED DURING CONSTRUCTION
DISTURBED AREAS TO BE COMPOSED
AMENDED PER DA.E STANDARD
BMP T5.13
0,S I TE FLAN
';2p'
O� eitOMINER�±�+NTI:r,G IG.i aEU ... m 70
loueoov1 FOR LOCATING ALL O"M UTWTIES.
RELQCARO'WRIEVISION TO A* UTILITIES
MAY PE01.IRE SEW aIATE PERMIT
7APPEf) c3y P fdNIIVU
LOT 51ZE: 82-16.4 5F
LOT COVERAGE:
LOT AREA:
82l&.4 SF
EXIST HOUSE/GARAGE AREA: 1586.5 SF
NEW ADDITION: 408 SF
1994.5 SF
IMPERVIOU5 AREA:
LOT AREA:
82-16A SF
n.16 %
= 24.0e%
EXIST HOUSE/GARAGE ROOF: 1800 SF.
NEW ADDITION ROOF: 504 SF
NEW CONCRETE PATIO: 50 SF
2354 SF = 28.4%
OWNER: SERHANE KAHSAY
51TE ADDRE55: 23`I31 - 16TH AVENUE W,
EDMONDS WA 98026
TAX ID# (PARCELO) 004s860000600
LEGAL,
LAKE PALLINGER HOMES 4 BLK 000
D-00 LOT (o TDW UND 1 /3 INT IN TR A
EXC WIOFT OF TR A CONVYD TO CITY
OF EDMONDS UNDER A�l �S FILE
NO 1614't Vff) GY kN0a11�1tc
CRY COPY
RESU8
APR 13 2017
BUILDINGCDEPARTMENT
FILTER FENCE
METAL FENCE POSTS
gat*ir
ri
t.. ■ ■
■■■■••T•■
■■■■
a=n=u-u=u-n=n=n-a-u=1r
MAXIMUM
•i=il=li=il= —n=il=it=n=u
FILTER FABRIC MATERIAL
BACKFILL MATH NATIVE SOIL
MATERIAL
OR GRAVEL BACKFILLIN
TRENCH AND
ON BOTH SIDES OF FENCE
FABRIC ON THE SURFACE
FILTER FABRIC MATERIAL 60" WIDE BOLLS.
USE STAPLES OR HARE RINGS TO ATTACH FABRIC
TO HARE MIRAFI 70OX OR PRE -APPROVED EQUAL
2" X 2" X 14ga WIRE FABRIC OR
EQUIV. (OPTIONAL -PER SITE CONDITION)
BURY BOTTOM OF FILTER
MATERIAL IN B" X 12" TRENCH
NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF SUN.
COMPOST SOCK
A f
6
EXCESS SOCK
MATERIAL, DRAWN
IN AND TIED OFF
LAT.IIAKE (TYP.)
DISTURBED ' ■
AREA /
PLAN VIEW
SPACING VARIES
(TYP.) SEE NOTE 3
DISTURBED
AREA JL
SECTION Q
(SHOWN AS SLOPE PROTECTION)
PROTECTED
AREA
10' - 0" ® 30A ANGLE EACH
END TO PREVENT FLOW
AROUND (TYP.)
2"X2"X3' Z
■ WOODEN STAKE - -�
COMPOST SOCK n
• SEE NOTE 1
7
\ 7lm
CONTOUR LINE (TYP.) 7
2"X 2"X 3' WOODEN STAKE, DETAIL
SPACED EVERY 3' O.C. (TYP.)
1. COMPOST SOCK SHALL BE IN ACCORDANCE WITH
STANDARD SPECIFICATION 9.14.4(9). COMPOST
SOCK SHALL BE A MINIMUM OF1 " IN DIAMETER
OR SIZED TO SUIT CONDITIONS AS SPECIFIED BY
THE ENGINEER.
2. ALWAYS INSTALL COMPOST SOCK PERPENDICULAR
TO SLOPE AND ALONG CONTOUR LINES.
3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF
THE COMPOST SOCK WHEN ACCUMULATION HAS
REACHED 1/2 OF THE EFFECTIVE HEIGHT OF THE
COMPOST SOCK.
4. MAY BE USED IN PLACE OF FILTER FENCE FOR
PERMITER CONTROL.
SOIL AMENDMENT
GRASS \SEED OR
�SOD
'I'
2"-4" ARBORIST WOOD
CHIP MULCH OR 2"-3"
COMPOST
`11Nr
MUST BE AMENDED WITH A
MINIMUM OF 2" OF COMPOST
AND PROBE TO 12"
NOTES:
1. POST CONSTRUCTION SOIL AMENDMENT IS REQUIRED ON ALL AREAS NOT COVERED BY
IMPERVIOUS SURFACE WHERE SOIL IS DISTURBED DURING CONSTRUCTION.
2•SOIL AMENDMENT CALCULATIONS SHALL BE SHOWN ON THE POST -CONSTRUCTION COMPOST
CALCULATION WORKSHEET.
3. SOIL AMENDMENT MUST PASS A 12 INCH MINIMUM PROBE TEST. R ES
APR 13
BUILDING DEPARTMENT
CITY OF EDMOND.S