20140386 Ver 1_Plan_Rev_4_29_14_TempDistLimits_20140429

'14a- -- - &
- ---- ___.._. ✓ + 5.71 4 .
485.66
6.78
- N/E
8.13ARDEN LANIER
LMG Note: Placement of driveway fill will -be AND WIFE
performed from - within theprapbseddriveway ;a r. - PHOEBE A. LANEEft WETLANDS
_ footprint to the greatest extent possible. DB.1290, P.551
o A temporary work corridor approximately p +�
N 10' wide on either side of the retainieg -waNs 2-P
maybe needed for equipment access during '` • • Proposed
a installation of the walls. Equipment matting Driveway
� wiil be used in any temporary work corridor i5' ; 15'- wide
_ _ _ `
° outside the fill area and no changes in grade - 97 -Ift
v will occur. There will be 'no temporary Pfl 1,475.9 sq.ft. 4.64
z disturbance in the coastal marsh q
i' Temporary
a Wetland Disturbance s
{f2 Limits (along P /L)
10.00
15 Aid
+ 4.93
A'
Temporary Proposed �� + 3 3
Wetland Disturbance 0 Retaining Wall 1 ..
Limits `� -2' -fide �0.R£if'Qf p [�{2tvEy�AY, Propos d
- 10171ft 6 7475.9 Sq Feet Retainin Wall
- 2' -wide
- 96 -Ift 8.02
4-
c
+ 4.32 COASTAL '
MARSH
U jl A
Proposed Cul4rt 24 -Ift
15" to 18" dia. buried to 4" :.
8 Culvert will not extend into
Proposed Permanent 404 Impacts 9 coastal marsh.
Driveway Surface 1475.9 sq.ft.
West Retaining Wall' 202 sq.ft �l
East Retaining Wall, 192 sq.ft.
+ 1.33 - - p 6 6.35
Total Permanent Impact 1;;890 sq.ft. y
Q
Temporary Impacts 1,960 sq.ft.
Base survey provided by
Lanier Surveying Company.
Notes have been added
5` by LMG for CAMA permitting M
LEGEND purposes only. A high water line +'S.22
surveyed by Lanier has been w2-
—ow— HICK WATER MARK removed by LMG as requested
—+a — WIETLANDS by NC,QCM following a r
—cx — COASTAL MARSH 3/11/2b14 updated NHW delineation 1" -
+ GROUND SHOT 4 -24 -2013 by DCM staff.. Notation regarding the
PRELIMINARY updated NHW has been added by w2-
FOR REVIEW ONLY LMG. � NHW as determined by 6.72
DCM on 3/11/14 is LMG Note: Final culvert size
PROPOSED [DRIVEWAY SURVEY located approximately / to be determined by contractor.
52 -ft southwest of the Culvert will be buried 20% of width
GHARELENE HAN 2 existing wooden walkway. and will not extend into coastal
No portion of the 30' coastal marsh.
149 FREDERICKA LANE shoreline buffer is located
SWANSBORO NC, 28584 within the project area., SCALE
CPS GRIP TIE: � 0.94 0 i G 20 30
To;rJNSH1P- 5l%iAfiSk3tiHt1 CiIV.dY?Y- pN5LCiw 51" &iE. YC NC STATE PLARE FEET
824 -4
=MM AVE. NC CORS NETWORK HAD 63 2011 1 , -
ii. o S�&AN5Hf3RL3, NC ?B584 ALL DISTANCES ARE HORIZONTAL r /�
{910)325 -8324 V£RTiCAL DATUM: = 3 V r -
SURN/SYBR0 COMPANY RRM REC45TRAPON P -4124 NAVD88 FEET
1" -10' DATE.: 5- 2 -2o13
PRELIMINARY. Not for Construction.
Project: Date: Revision Date:
LMG 149 Fredericka Lane 2/2014 4/29/2014
�'1 Swansboro, NC Scale: Job Number:
- I.ANdS hfiANn( €n1FNr <:ROVP 1 ^ =10' 02- 13-171
Title:
P-omce 1-2x22 Proposed Driveway Drawn By: Figure:
wi."gt"" Nunn Cardw, 28402 and Culvert 1 of 2
Telephone: M452-0001
\CAMA \2013 CAMA FILES \02 - 13-171 -- Fradad,ka Lane, Charlene Hahn\CAMA_M- nr_r,A.d_3_14_HW M_r— ,rd.dwg