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NOTES:
IMPERVIOUS SURFACE CALLS - -- --.I
RESIDENCE WITH EAVES 2311
WALKS AND LANDINGS 54
DRIVEWAY432
TOTAL NEWIMPERVIOUS 2831
STRUCTURAL LCT COVERAGE
RESIDENCE/GARAGE 1658
COVERED PORCH 231
-TOTAL F/;I5-r PT lws
STRUCTU 40T C2)jFKh-E 5132
COVOUdE C—I.WfMI.W-0 c—d bg Um mNic6tma'm roof
.,d d kd. ay.hsrgm .. dl—i—d . ft P1.1 9. claim
,,
• LOT HAS BEEN CLEARED AND GRADED DURING FLAT
DEVELOPMENT PROCESS. MAX. SLOPE ON 51TE 15
I IN loo OR APPROX.1% ARROUr. INDICATE
DIRECTION OF SLOPE, NO SIGNIFICANT GRADING REQ'D,
•EXCESS FILL 15 TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO FLAT
STORM DRAIN LINES.
o DRIVEWAY WAS A I RISE IN 32 RUN OR 3% SLOPE.
• No DIRT, MUD, RXr, OR DEBRIS SHALL BE
TRACKED FROM THE SITE To THE STREET
• DIRECT ALL RMOFF TO FILTER FABRIC
PENCE DURING. CONSTRUCTION
• ALL DM SPOUTS TO BE TIGHT -LIKED W1 SOLID 4" PIPE OF
APPROVED MATERIAL TO CATCH BASIN THEN DRYUELL TO THE
FORM STUB PROVIDED 0 FRONT OF LOT. ALL STOW WATER
To BE ROUTED TO EXISITM STOW SYSTEM LINE LOCATED
ri
ON IOSTw FL W.
o BENCHMARK lxl ON FIREHYDRANT
TOP/NUT *TRACT "I'" ELEY 33130'
TITLE; BURNSTEAD CONSTRUCTION LLC N
WOODVALE LOT 13 11980 N.E. 24th ST. 23rolf 105TH FL UJE5T
BELLEVUE, WA 98005 J) SCALE: I"=20
(425) 454-1900
Parcel 1 011364000001300
HEIGHT CALCULATIONS
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S=327'
C=320.5'
D=32&,5'
4VER4GE GF-4DE=32(o,75'
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ACTUAL FZE)G;E H7=3503-41
1 IAXlt—lUl f RIDGE H7= 351.-51