217038_Ahern_Site Grading 20171016.pdfU
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25' BUFFER SHOWN
24-7.00
ADDITIONAL INFOMATION \ � /
STABILIZED
I \
\ p CONSTRUCTION
ENTRY
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\245.80 \\ \ CENTER POINT OF DRIVEWAY RADIUS
\ 2 \ \ \ \ J WASTE $ RECYCLE, $ PORTABLE TOILET
\ \ \ \ I \ \ \ \ \ \ N6�o- GONSTRUGTION STAGING AREA
\ \ \ OP�(L \N N 11�` \N� 244.30 \ \ \ \ \ / INDICATES OUTSIDE FACE OF STUD/ FACE OF
CONCRETE
EXISTING ELEVATION CONTOUR, TYP
\ 232.00 T✓Y4
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ro
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2V�A1 �L�H� \ LIMITS OF\ \ \
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APPROXIM�E LOCATION 228.1-I / '
OF EXISTINC�'SD TRENG �j / L 1 — — ' �� RETAINING WALL �'1'"�
�22'1.00 221.35_
\ \ \ \ \ 228.00
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\ \ \ \ \ \ \ \ 22-7.00 — 230
.000
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10/G/2013 GEOTEGHNIGAL
REPORT RECOMMENDED
BUILDING LINE (65FROM EDGE
OF SLOPE)
STRUCTURAL PILE FOUNDATION
CONCRETE WALL SIMILIAR TO
BOARD FORMED CONCRETE
ON HOME. REFER TO
STRUCTURAL DRAWINGS FOR
LIMITS OF
CONSTRUCTION
PROPOSED
RELOCATED SLOPE
STABILIZATION
HORIZONTAL DRAIN
N
1 S 1 TE FLAN
ff) 1'' = 10'-o"
NOTES:
1. PROVIDE SITE 5AMPLF-5 FOR APPROVAL BY ARCH. / OWNER OF THE
FOLLOWING:
-STONE TERRACE MATERIAL
2. REFER TO LAN05CAPE ORAWIN65 FOR 5TIE LIGHTING
3. PROVIDE (4) FREEZE PROTECTED H05E 5I555 MIN.,
LOCATIONS A5 5HOWN
STONE EDGING PERMEABLE JOINT PAVING
STONES
GRADE (SOIL),, ± `{ DRAINAGE AGGREGATE
N
O o 0
0 0o DO O oO o 0
CONCRETE 4" GRAVEL
GEOTEXTILE LAYER
CONTINUOUS PERFORATED
DRAIN WRAPPED IN FILTER
FABRIC $ PIPED TO DAYLIGHT
STONE EDO ING PETAIL LOW PERMEABILITYSUBGRADE
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Iohnston
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DESIGN GROUP
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AHERN
RF.SII?F. NGE
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MEADOWYIEW ESTATES
15722 72ND AYE
EMONDS, WA 98026
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JOHNSTON DESIGN GROUP, LLC
Suite D
411 UNIVERSITY RIDGE
Greenville, SC
29601
ph:864.250.0701
johnstondesigngroup.us
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Revisions:
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jCommission: 217038
Date:
IDrawn By: PiP
I Checked By: JSJ
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SITE STAKING
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PLAN
�O.O 1
1 1/2" = 1'-0"