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EDMOND5, WA. Front W LOT 10- �—
PARCEL NUMBER
Sides N 1 -
010I'73 -000-0I0-00
Rear �- — .�� _� _ 2o'_B � -1� (Z.�..
LOT AREA.
43D
12,064 50JARE PEEQther _...l�� #�APpROU BY.Pl. N iN
Hei _?'S ._ ...' 1 -18. y U�
VERTICAL DATUM y • 61 - r% L'7iI 3 O
NAD 83/ql PER RECORDED ADL1 !Lf
SURVEY #200305145007 +OICYY/1�" f' 4 I -- — E�1 I`
BENCHMARK (BM}:
RIM OF 5ANITARr 5E L=R MANHOLE LOU(H42 x m ...
"B", ELEVATION 38664' PERr a Pr20POS�P RQGG�ER
ENIGINEERING DRAWINGS. iNoT rn4 Apo �� 4'-O'-Hl6H MAX. EACH NALL'�
TB -BE. C ON57RUGTEI7' PER
GRADING PLAN, 61)-Y OF EDMOFIDa
STD. DETAIL E 8.4
GUT: 1362 GU. YDS. ,
FOUNDATION EXGAVATION
FILL, 344 CU. YDS., BACKFILL _
-- I VAT _ • 4 2 0
EXPORT, 1018 GU. YPS. �`.
AVERAGE LOT 5LOPE
EAST TO WEST 451'- 367'= 44'
44 VERTICAL Fief = 24.1% SLOPE
151 HORIZONTAL FEET
HEIGHT CALCULATION ,• LI T�10
A= 407.Q patjo May pv� tC ' v b
6= 418.2 1 • e aGI�-
C= 404.5 3.33 1 vjit � is 5C16
D= 3g6 0ro.10-f t f YB M R.)
1626.4'/4= 406.6' .....---
AVERAGE ORIGINAL GRADE = 406.6'
MAXIMUM BUILDING HEIGHT = 4^716'
ACTUAL BUILDING HEIGHT = 42.4%.
MAXIMUM GARAGE PLR ELEV. =346 8'
RFSIDENGE/GARAGE 1,782 SQUARE FEET
COV. AREAS 217 SQUARE FIS=T 1400
TOTAL I,ggg SQUARE FEET (Ibb%)
35% MAXIMUM
3g8
LOT COVERAGE .......
IMPERVIOUS AREAS 3
RE50PNGE T2,201 5QUARE FEET
(W/ OVERAHN(5S) 388
DRIVE, WALK 4 PATIO 1,246 SQUARE FEET
TOTAL 3A47 SQUARE FEET (28.6%) �q2
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.FOOT PRIN, 0,D om— 1 ._.0 ROCKERY �y
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LOT 10 S I TE PLAN C� A? OF- w.NSCI N D'S
1 ,064 9Y. SM 6UB NOTES SCALE. I' • 2010'
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date, 8/04/06
permit.
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HOOVER PREMIER HOMES
11644 NE 80th 5t.
Kirkland,
86039-6111
(425) 52&411'
MEADOADALE LOT 10
xnsx aorrr�s
ro G I
PLAN CHECK #2006-1003
ANDERSON 6101 53^1 lqCl4&3 Rd.
5ulie X214
. by. RO
T4a.Mlll6rloR
(�A5) 64�-8124
I FT MIN WIDTH BETWEEN
ROCKS AND EXCAVATION. FRUCKERY
EUORAPROVIDE SWALE, GRADE ANDDRAIN TO APPROVED SYSTEM. qjjL2' SHY
12" OF COMPACTED SOIL OVER SLOPE TO DRAIN CE SHALL BE
WEEN
GEOTEXTILE E AND
UNDISTURBED NATIVE SOIL SURFACE
EXISTING/ORIGINAL GRADE
7 V o
;.—_ • Of
- ; t_�1t; =: • , , . c " T I f-0' MIN LEVEL
ROCK FILTER LAYER, --€ I �'_ 1 0 o GROUND 0 PROPERTY LINE
12" MINIMUM WIDTH -- 6 z = I
—_u
QUARRY SPALLS
3/4" TO 4' IN SIZE
p
GEOTEXTILE�vr= ;
FILTER FABRIC_ I ROAD
SURFACE
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y >� '�N
}.��4'{-..-•%-. ...�.I
'kms - ?"fir„rte.' ?.-t•'r . S -^a; �-Y:
I j '-- 1 2 DIAMETER OF LARGEST ROCK
IN BOTTOM COURSE OR
MIN 6” DIA PERF RIGID 2 WHICHEVER S GREATER 12 ,
DRAIN PIPE CENTERED
HORIZ_ IN BEDDING. SLOPE EQ EQ THIS DISTANCE SHALLNOT
TO DRAIN AND CONNECT TO BE LESS THAN THE HEIGHT
STORM DRAIN SYSTEM. OF THE ROCKERY AND NOT
PROVIDE. CLEANOUTS.1._a» LESS THAN 10 FT FROM EDGE
OF ROAD WHEN SIDEWALKS
ARE NOT PRESENT,4'
�',N
x U.:,
Eli
UNDISTURBED NATIVE SOIL
COMPACTED CRUSHED ROCK,,�t4Svry <<;T
REQUIRED -w
ROCKERIES SHALL NOT BE CONSTRUCTED IN CITY R.O.W. OR OVER PUBLIC EASEMENTS
GENERAL NOTES:
1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND
ROCK SIZE.
2. QUARRY SPALLS AND CRUSHED ROCK SHALL BE PLACED DIRECTLY FROM TRUCK OR
OTHER SUITABLE CONTAINER IN ORDER TO MAINYTAIN CLEAN BACKFILL.
3. OPENINGS SHALL BE 'CHINKED' WITH QUARRY SPALLS.
4. RDCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL
ENGINEER IF GREATER THAN B FEET IN HEIGHT OR IF VARYING FROM THESE
STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS
rDTTTreI AD1•A r10 MrAnR%rnA1 C' E APTU Rf JR4ZTT1;Nrt- I ANnIZI TTW 1447AR11 ARTA) EXIST.
'090-199M
ROCK SCHEDULE '
WALL
HEIGHT
MINIMUM ROCK SIZE
BASE TOP
2 FEET
2 -MAN
2 -MAN
4 FEET
3 -MAN
2 -MAN
6 FEET
4 -MAN
2 -MAN
8 FEET I
5 -MAN
2 -MAN
D,M"O-' N.D.-S.,
REVISIONS STANDARD D ETAI L
wn'liFD BY DATE
D. GEBERT 09/09/2005 ROCKERY DETAIL
DATE 4/1/03 SCALE NTS DWG NO.
E 8.8