131-08 Oversized Plans 2007

I �-
N OTES:
1. PROPOSED INSTALLATION OF 1,825 LINEAR FEET OF RETAINING WALL AS
SHOWN.
2. BASED ON SURVEY DATA AND WETLANDS LINE PROVIDED, WETLANDS
OCCUR BETWEEN 4.0' AND 7.0' ABOVE NWL.
3. PROPOSED RETAINING WALL WILL BE INSTALLED LANDWARD OF EXISTING
WETLANDS AS SHOWN.
4. TOP OF RETAINING WALL ELEVATION EXPECTED TO BE APPROXIMATELY
10.0' ABOVE NWL.
5. SOILS BEHIND RETAINING WALL TO BE GRADED TO EXISTING ELEVATIONS
16.0' TO 18.0' ABOVE NWL AT A 3:1 SLOPE.
6. GRADED SLOPES TO BE SEEDED AS NECESSARY TO PREVENT EROSION.
7. ACCESS TO RIVER PROVIDED AS SHOWN ALONG COMMON AREAS
WATERWARD OF RETAINING WALL ALIGNMENT AND PROPERTY
BOUNDARIES.
8. GRADING WITHIN ZONE 1 AND ZONE 2 DWQ BUFFER ALLOWED WITH
INSTALLATION OF SHORELINE STABILIZATION ONLY.
9. 4,625 LINEAR FEET OF SHORELINE. THIS NUMBER INCLUDES NEUSE
RIVER AND MILL CRE
EK
K FOR
THE SUBD
IVIDED MILL
CREEK PH
ASE 11
DEVELOPMENT ONLY.
10. ALL SETBACKS AND BUFFERS SHOWN ARE BASED ON COASTAL
WETLANDS LINE.
11. SITE PLAN BASED ON SURVEY PERFORMED BY HUBERT J. NOBLES.
PLAN VIEW DETAIL OF STAIRS
ACCESS ALONG WATERFRONT
200 100 0 200
i inch = 200 it.
GRAPHIC SCALE
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PROPOSED 1.168 LINEAR FEET
NNri BULKHEAD INSTALLED BEHIND
EXISTING COASTAL WETLANDS
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GRADED SLOPE TO EXISTING LOT GRADE
-16 FEET
18 FEET FROM EDGE OF RETAINING WALL
AT 3:1 SLOPE
CAMA AEG
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PROPOSED
ACCESS `-6+', 404
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PROPOSED!
ACCESS
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VINYL RETAINING WALL RETURN
CUT AWAY DETAIL OF STAIRS
ACCESS ALONG WATERFRONT
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ARLINOTON PLACE
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11
COMMISSION NO.
"1
05119
DESIGNED BY
JMH
DRAWN BY
JMH
CHECKED BY
WDE
ISSUE DATE
11/13/07
DRAWING FILE: 05119shorellnestablliz0on
IDI ^? C'r'A! C, inn
OF