20141255 Ver 1_stones landing drawings_20150116

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GRAPHIC SCALE,111:N (Tract 3)
0 100 X00 300 600 900
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9167,P1,186
(Tract 3)
01& Towne Pointe
Boulevard
ffR/W
clearly buipmant, Inc.
DJAB9, Pg.336
AlV,Pg,186
(Trod 3),
alwrf bardopmwt,Inc,
3,4139,Pg336
91 67,P1,186
(Tract 3)
Crossroads Store Drive
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Notes. VICINITY SKETCH
NOT TO SCALE
Overall Wetlands Impact Map - Sheet 7 of 2
Le end.
D.B. - Deed Book
M.B. - Map Book
Pg, - Poge
R/W - Right-of -way
Typ, • Typical
•Wetlands
Site
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1, Wetland crossing: initial disturbance of this area shall be limited to only that area
needed to allow passage of construction equipment to prepay¢ for the installation of the crossing
and to execute upland construction on the opposing side of the crossing, Clearing, grubbing or
land disturbance of the subject area shall not be performed until all equipment, water, sewer, storm
drain and erosion and sediment control materials or devias sufficient to substantially complete the
construction and st6ili2otion of the crossing ore staged or stockpiled at the location, Due
consideration shall be given to impending inclement weather conditions that may adversely
offect the completion of the crossing in the shortest time practicable,
2, istoblish clearing limits per approved plops, Clear and grub wetlands area as needed. Immediately
install silt fence at the wetlands line, and along existing creek top of bank Install erosion control
fabric along ditch bonks, Do not clear or disturb any unpermitted areas,
3. No construction of the crossing shall commence in the wetlands until all materials needed for the
crossing are staged on site,
4. When possible, work in the wetlands shall be done during periods of dry weather,
5. Work in the wetlands shall be completed in the minimum time necessary.
6, Contractor shall install temporary sand bags and/or sheet pilings in the stream prior to construction and
bypass water as needed via a pump around, Pump around shall discharge into a rip rap lined basin or a
sediment bag to keep sediment out of stream.
7, During excavation, stockpile the top 12 114 of topsoil, and reuse topsoil as the top layer of soil when
bockfilliog,
8, Install sewer then storm drain pipe, then water pipe. Backfill, compact and regrode grade area to
original contours,
9. Install silt fence at top of ditch bank and at wetlands line to prevent erosion,
10, After installation of sewer, temporary impact areas shall be restored to original grade, (ditch to be
reshaped to original width end depth), with natural soils, then seeded with annual seed, and matted to
restabilize,
11, If wetland or stream areas are disturbed, outside of the impact areas, they shall be regraded to
original contours using topsoil for the top layer, and the stream banks shall be seeded, with annual
seed, then lined with high velocity excelsior matting then stoked with live willow stakes at 3' on
center to stabilize the banks to 5' beyond the top of bank
12, See rest of design plans for additionol detail,
Pry Owners; Date: T26/14 Parker &Associates, Inc,
STONES LANDING, SECTION I Scale, P.O Consulting Engineers - Land Surveyors - Land Planners 3 1144.k Clearly Development, Inc. Field book: NIA P.O. Box 876 - 26541 -0976
AT ONSLOW BAY File Name; SL•Wetland Impact,dwg 906 Now Bridge Street - 26640
100 Carolina Plantations Boulevard Disk Name: ACRD #2510 Jacksonville, North Carolina
3acksonville, North Carolina 28546 Drawn, III, Phone [phone] - Fag (910) 455 -8441
White Oak TO., Onslow Co,, North Carolina [phone] Firm Ueense Nulaaber; F -0106

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Wetlands line)
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bank
Wetlands Impact
Plan View
5cole :1 " :40'
I
Ac, • Acreoge
i• Centerline
CB • Catch Basin
Elev. • Elevation
Ex. • Existing
Inv, • Invert
LF - lireorPeet
M,B, • Map Baok
Min. • Minimum
ro MH • Manhole
Pg, Page
N RCP • Reinforced Concrete N
0
RIW • Right•of -Mq
t` S,S, Sonital5¢wer
$ta•Station
TOB • Top of Bank
TO. • Typical
■••— • flow Arrow
+� • Pipe Flow Arrow
• Pip¢ Al
Wetloqs
9F •Silt fence
•-- — — ---• Waterline
—. Wetlonds line
Note:
1, See Notes on Sheet 1 of 2
For Additional Information.
2, Wetlands impact area dots
not include stream area
(top of bank to top of bank),
3, See design plans for additional
information.
1111111 H 1111111 11 CA%
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PANIC SCALE:1 ':40'
0 40 80 120
SEAL ' Wetlands Impact
14575 F T
Profile View
�,0���yy'��'�bis '�T�` Scale Harz, 1'100'
',fill, 'tY �' Vert, 1'1:4'
�� 1 ` Wetlands Impact Map Impact Area Sheet 2 of 2
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Owners;
STONES LANDING, SECTION Clearl y Development, Inc.
ATONSLOW BAY
White Oak Up,, Onslow Co., North Carolina
100 011110 Plantations Boulevord
Jacksonville, North Carolina 28546
[phone]
Dote, 11126114 Parker & Associates, Inc,
scale, As Noted Consulting Engineers - Land Surveyors - Land Planners4i B0r0�e
Field book NIA PA Box 976 - 26541 -0876
Pile Name; Sl Welland Impoct,dwg 300 New Bridge Street - 26540
Disk Name ACRD 010 Jeeksonde, North Carolina
Drawn, JA Phone [phone] - Fax [phone]
Firm license Number: F -0106

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