10725 240TH PL SW-SITE PLAN.pdfEXISTING ASPHALT EY
TEL1,4,611,
_ 6647 °E 114.63 EL Ill
PROPF B"INE_
S T-5-- EROSION CONTROL MOTES:
l _ --1l 5F ADU I) PROVIDE EROSION
r EXISTING TREES �1' (PROPOSED) CONTROL PER CITY OF
TO REMAIN - SEE STRUCTURE: 10'i8 SF
EDMOND5 5TANDARD5
SURVEY FOR 512E 4 , r r EAVES
2) PLACE FILTER 50GK5
\ EAVES = I�"Ki 5F
Vie- r r PER DETAIL EI.3 IN
EXISTING &ATE EAVE OVERHANG CATCH $A51N5 WITHIN
IN EXISTING FENCE ---` ^�(pROPOSED) PRO..�CT VICINITY
3) ALL DISTURBED SOILS
ADU ENTRANCE WILL BE COMPOST AMENDED
TREE PRO ON FENOiN ° OP O)
z 4) STOCK PILES SHALL BE 1�
COVERED IF NOT WORKED i
HEI&HT WITHIN 2 DAYS YET 5EA50N
1 �o1u CALCULATION OR 2 YIEEKS DRY SEASON
T
.- 9 - ,LE
ry' 4
D.S.
PATIO UNDER 4VE5 _ la5 MY
(PROPOSED)
05
SIDE SEVER 8EL0 , M
STRUCTURE: 5F (8%)
EXI5TIN6 HO' EAVES = 2T2_SF
W e
.� (15E
f CG7NhE'�NON ELEV, 3115 -
o ! TER BELOW +
Ex, TIN& HOUSE
o (PROPOSED)+ , - ral
wB SIDE + ��(
i c�E ) y Jg„ WOOD FENCE
u (EXISTI)i-- -._,�� ,,� I C AND 6ATE
e RST Fi C (PROPOSED)
_3k,y \ / EXISTING 51E
EL 3162 CP FAMILY 'gyp
^ RESIDENCE
,U, 1 (EXISTING)
6"r"'�"�y�r .: a ^r�A,ty;��Q��
EL 313.1
ZONING:'%' RIVEWAY
D
RS -B 10' WIDE ASPHALT Ar, 4` SLOPE CONCRETETE D •,
LOT COVERAGE CALCULATIONS AND DRIIVEWAY '��' �� ") G' X &)
ISTIN
LOT SIZE = 19,087 SF (0.44 ACRES) (PROPOSED) = 263 SF------ .R`./':� PEDESTRIAN PATH
EXISTING HOUSE (STRUCTURE) = 1608 SF 2.5,` ,.
PROPOSED ADU (STRUCTURE) = 1078 SF �� (EXISTIN6) Z\PROPOSED BREEZEWAY (STRUCTU = 223 SF 5'-0' H x 3'-0" D x 6'-O" W �`e. r° !
TOTAL =2909 SF (15.2%<35%j OK TRASHIRECYCLIN6 WATER METER AND
5407 EENCLOSUREL �SERVICE TO HOUSE
EXISTING (HOUSE OUSAREA: , @3,B ,!% (PROVIDE DRIVEABLE LID)
EXISTING HOUSE (BUILT 1956) -2055 SF _ L
EXISTING �iNEYlAY LLT 1955) = 418 SIF / —DATUM tE 51I.CG)
EXI50NG TOTAL = 2,473 SF UTILITY POLE r 55MHF RIM = 31L98'
Z ITH 3' VE& ATION 1DFF R 240TH PLACE SW --
PROPOSED NEW IMPERVIOUS AREA:�,r' RVD i'7%": I' D f. F°( ,'�'aC..7 p°
PROPOSED ADU (EAVES) = 1279 SF 6E OF ASPHALT
Ti
=E.1 BREEZEWAY (EAVES) = 272 SF
0
PROPOSED PARKING (ASPHALT(= 263 SF -4 AgIHAE-'l APPR IV? SIF, RAIN. ..°°° d ",'rp,'1PC*t.'1 •,+� ,h.&rA�
0
TOTAL. = L E"'.H SF < 2,000 SF NO MITIGATION REQUIRED ""V h1 §2•C£d".." e nh: vyfl m•.
OWNER \
CAMERON AND WHITNEY GARLAND \.
10725 240TH PL SW HEIGHT CALCULATIONS; "� 60'-1
EDMONDS, WA 98020 GRADE AT CORNER A' = 314.0'
PROJECT LOCATION: GRADE AT CORNER B' = 314.8'
3
10725 240TH PL SW GRADE AT '
CORNER C' = 315.9' ,, v NORTH
EWAIXlpS. WA 98020 GRADE AT CORNER b' = 311.8
AVERAGE ORIGINAL GRADE = 314.13' d 1
ASSESSORS PARCEL NUMBER ALLOWABLE MAXIMUM HEIGHT = 339.13' K
005649001018M MAXIMUM PROPOSED HEIGHT = 329S OK c
LEGAL. DESCRIPTION: ACCESSORY DWELLING CALCULATIONS: I
LOT 18, BLOCK 1 OF H.K. SCHROEDER'S REPIAT OF FOREST GLENN ACCESSORY DWELLING SIZE = 798 SF < 800 SF OK I
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS. TOTAL DWELLING SIZE = 2572 SF
PAGES 25 do 26, RECORDS OF SNCHOMISH COUNTY WASHINGTON. 798/2572 = 31% < 40% OK
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