32-17 Oversized Plans

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A S S 0 C I A T E
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VICINITY MAP
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2000 0 1000 2000 4000
GRAPHIC SCALE 1 INCH =2000 FEET
SCHEDULE OF DRAWINGS
G-0.0 ..... C01vER SHEET
2 ..... TOPDGRAPHIC SURVEY
C-1.0 ..... SITE PLAN
C-2.0 ..... GRADING PLAN
C-3.0 ..... CROSS SECTIONS
RECEIVED
DEC 01 2016
DCM- MHD CITY
ISSUED FOR CAMA MAJOR PERMITTING
cc
NOVEMBER 28,2016
NOT FOR CONSTRUCTION

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C.C.
E.I.P. FLUSH
WITH342G2RAE
N�39.4D1
E-2551694.54 A
GRID TIE TO NGS, MONUMENT
RUSSELL 2 RM A FROM C.C.
N 63031'42" W 8843-66' 15.6
15.5
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15.2 c,
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N"'\ ,
WOOD
rod 15.3 SIGN
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E.I.S.
BELOW ,,GRAD
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p E.T.1
BELO%
SIGN 6 SH W
NOTES
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASURED IN
FEET UNLESS OTHERWISE NOTED.
2) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
COMPLETE TITLE SEARCH. THE OWNERSHIP INFORMATION WAS
OBTAINED FROM THE TAX RECORDS OF THE COUNTY REGISTRY.
A TITLE SEARCH IS RECOMMENDED.
3) AREAS COMPUTED BY COORDINATES.
4) NO EASEMENT FOUND FOR THE WATERWARD PORTION OF THE
SHELL ROCK LLC PROPERTY
5) DATE OF SURVEY: 7/2-8/2016
6) NORTH CAROLINA 811 MARKED THE UTILITIES WITHIN THE RIGHT OF WAY.
7) LANIER SURVEYING CO. MARKED THE UNDERGROUND POWER LINE ONSITE.
8) CONTACT NCDENR PRIOR TO CONSTRUCTION OR LAND DISTURBING ACTIVITIES
FOR PERMITS, REGULATIONS AND SETBACKS.
GRID TIE:
j46S_Fk6j­UME_t4T -RUSSELL 2 RM k
N:335226.19'
E-.2542907.231
ELEV: 36AW
VERTICAL DATUM:
NAVD88 FEET
HORIZONTAL DATUM:
NORTH CAROLINA GLASS REAL TIME NETWORK
N.C. STATE PLANE FEET NAD 83 (2011)
PURPOSE OF SURVEY:
66jjNbAkf'�U_i�VEY AND TOPOGRAPHIC SURVEY
TITLE REFERENCE
D,8.1825, PG.803
D.B.3002, PG.225
D.B.1694, PG.195
M.B. 40, PG. 4
FLOOD DATA
FIRM MAR:
EFFECTIVE DATE: NOV. 3, 2005.
ZONING DATA
1, BRENT A. LANIER, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PREFORMED
AT THE 95 PERCENT CONFIDENCE LEVEL (2 SIGMA) TO MEET FEDERAL 0�
011001#1011,?"
A CAR
GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THE HORIZONTAL 2,k A' k9""
. .........
ACCURACY IS 0.01 FEET, THAT THE VERTICAL ACCURACY IS 0.01 FEET ,
AND THAT THE ORIGINAL DATA WAS OBTAINED ON 8/25/2016; THAT qo
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THE SURVEY WAS CofAPLETED ON 9/1/2016; ALL COORDINATES ARE SEAL
NAD83* AND ALL ELEVATIONS ARE BASED
BASED ON NSRS 2013, 1 L-3611
4v e
0 D88. jj
611
N 47 5 1
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TA. NIERP;LS 611�rrA,
PARCEL 1315-11S
SHELL ROCK LLC
D.B. 1825, PG. 803
C.C.
E.I.S. 0.30'
BELOW GRADE
N:334042.93
E.-2551412.78
19-9
OPP
�v
ijtpa 00ev v W.
E.I.S. 0-3W
BELOW GRADE
4' WELDED WIRE
FENCE (RUSTED)
CANAL EASEMENT LINE
PER DB.1825, PG-804
N
% .................... o
%
COASTAL 18
MARSH
N asoll"31
PP
x 3.1
EXISTING
UNDERGROUND
PARCEL 1315-115
SHELL ROCK LLC
D.B. 1825, PG. 803
THIS DEED CALLS FOR A POINT IN
THE NORTHERN R/W OF I-C<W
"W GRADE \0.2
x 0.3
x 0.1
x 0.3
v E.I.P. I.V
ABOVE GRADE
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Pp
PARCEL 1315-114
SHERRI HULL WARWICK AND
*ONALD CAROL HULL AND WIFE
PHYLLIS LARUE HULL
D.B. 1454, PG875
E.I.P. O.3(Y
BELOW GRADE
&CHAIN LINK
S, _,- FENCE
'34*4 N,
9' W 341 HIGH WATER LINE
LARGE LIMESTONE
OLD CONCRETE & RIP -RAP
ASBESTOS BULKHEAD
_A
LEGEND:
C.C. = CONTROL CORNER
� = CENTERLINE
D.B. PG. = DEED BOOK, PAGE
M.B. PG. = MAP BOOK, PAGE
NAD = NORTH AMERICAN DATUM
R/W = RIGHT-OF-WAY
EXISTING WELL
E.I.P. = EXISTING IRON PIPE
♦ E.I.S. = EXISTING IRON STAKE
E.M.N. = EXISTING MAG NAIL
S.I.S.= SET IRON STAKE
■ S.M.N.= SET MAG NAIL
SIGN
WOOD FENCE
11 x — CHAIN LINK / WIRE FENCE
FLOOD ZONE LINES
POWER LINES
—c—c— COMMUNICATIONS LINE
CONCRETE
KisTiNG BROKEN
CONCRETE PILE
PARCEL 1315-111
JOHN MICHAEL REMLEY AND
DIANE LYNN BURRY
D. B. 2110, PG. 438
MAG NAIL FLUSH WITH
woCo SEAWALL
VICINITY SKETCH NOT TO SCALE
INDARY LINE TABLE
'GH WATER MARK)
LINE
—FOMNG
DISTANCE
Li
L3
L4
N 26054'10r E
_N 06-02-49- E
N 51*32*33" W
N 34*49'16" E
20.07
44.11'
16.2Z
L5
N 43027*51' W
42.15*
L6
S 68-56'SW W
19.35'
L7
N 88*19'47"W
26.42'
1 Ls
N 72044*26" W
12.82'
L9
S 66-14'38- W
18.68'
Lio
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PARKING CALCULATIONS
EXISTING CONDITIONS:
ADA TRAILER
STANDARD
PROPOSED CONDITIONS:
ADA TRAILER
ADA NON —TRAILER
STANDARD TRAILER
STANDARD NON —TRAILER
IMPERVIOUS CALCULATIONS
EXISTING CONDITIONS:
IMPERVIOUS SURFACE
GRAVEL 27,826 SF
CONCRETE 3,735 SF
TOTAL IMPERVIOUS 31,561 SF
PROPOSED CONDITIONS:
PERMEABLE GRID
26,450
SF
100% IMP. CREDIT
26,450
SF
REMAINING IMPERVIOUS
GRAVEL
11,869
SF
CONCRETE
3,735
SF
IMPERVIOUS SURFACE
PARKING
15,171
SF
SIDEWALK
495
SF
TOTAL IMPERVIOUS
31,270
SF
TOTAL IMPERVIOUS
REDUCTION
291
SF
LIGHT
POLE
fy {K:19' 621TIE GRAVEL TO
\/r EXISTING CONCRETE
12" x 12"
CAMA CONCRETE BAND
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4 WELDED WIRE REMAIN
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Call before you dig.
N.C. One -Call Center
Dial 811 or 1-800-632-4949
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PAVEMENT
STOP SIGN
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GRADING NOTES
1. INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL.
2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO
PREVENT STANDING WATER AND ENSURE THAT STORMWATER SHEET
FLOWS AWAY FROM SITE.
3. ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH
TRANSITIONS.
4. ALL FILL SLOPES SHALL BE 4:1 OR LESS.
5. SUBGRADE BENEATH PERVIOUS GRID SHALL NOT BE COMPACTED.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER IF ANY
DISCREPANCIES EXISIT.
7. CONTRACTOR SHALL NOTIFIY NC ONE -CALL PRIOR TO BEGINNING
CONSTRUCTION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES.
ADA NOTES
1. ADA PARKING TO BE A MAXIMUM OF 2.0% SLOPE IN ANY DIRECTION
(PARKING SPACES AND AISLES).
2. SIDEWALK SLOPES TO BE A MAXIMUM OF 5.0%.
3. SIDEWALK CROSS SLOPES TO TO A MAXIMUM OF 2.0%.
PROPOSED SITE WORK LEGEND
15--- 5' CONTOUR
13 1' CONTOUR
-1 5- 5' CONTOUR
—13— 1 ' CONTOUR
— — — — 30' CAMA BUFFER
PERMEABLE GRID N
Q. CONCRETE SIDEWALK/PAD O -�
& DRIVEWAY ENTRANCE
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GRAVEL
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