HomeMy WebLinkAboutWI0700528_Application Attachment_20220809METAL LOT 75
FENCE o
I
.xEiGx-X 2(FIELD) o x 0.5' BG
55.86'
i
CROATAN
SOUND
LEGEND
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IF
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AG -
BG -
PL -
D4 -
METAL FENCE
LOT 73
IF�E�-ol
w ,�5994 R�GoRol
5 `Z6294o 6 i,5/ 100% PEAT
5 / REPAIR AREA
450 S.F.
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H 0 / 02 e O
Q •,} .: / ti N W'
O
4' Q Q .-4i
4.c
/ 2 °}(e
LOT 84
REV. 01/18/22: SITE PLAN
0.4' E. PL
-*-BENCHMARK
' 0 MAG NAIL..
ELEV, 3.84'
EX. 1-1/2" PIPE
EX. 1/2" REBAR
CALCULATED POINT
EX. 1" PINCH PIPE
EX. 1-1/2" OPEN PIPE
EX. CONC. MON.
SET HUB & TACK
EX. MAG NAIL
TALL STAKE SET
WATER METER
PHONE PEDESTAL
C.A.T.V.
UTILITY POLE
GUY WIRE
FIRE HYDRANT
ELECT. TRANS.
ABOVE GRADE
BELOW GRADE
PROPERTY LINE
WATER VALVE
WELL POINT
FLUSH
(0 0;
10.9'
LOT 74
DISTURBED,
`F�E�oI +
2.0* e9.30.46• 5.3 ',�1.<
FLUSH LOT 83 ''-
�X3.9
12.3'
14.2(
C?/
6.3' BG
•
Co C.
I OR PERV.
BORDER
- -5 MBL-
51.0'
PORCH
i
X3.5
N
PROPOSED X3.6
13 STORY W/F
DWELLING ON CONC. ,
MONOLITHIC r
> DUR CONC. FDN.2
3.71 F.F.E. 8.0'+
51.0' <
/ PORCH 0
51.0'
ace
O
O
O
O
CV
N 44'53'49" W
2.8•
PROP. IT
SEPTIC
TANK I
NOTES:
1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH
AND EASEMENTS & RESTRICTIONS OF RECORD.
2. AREA BY COORDINATE COMPUTATION = 19,974 S.F.
3. F.I.R.M. ZONE: AS SHOWN
4. PIN NO.: 11 986120 91 8532
5. RECORDED REFERENCE: P.C. C, SL. 144C-D; D.B. 2526, PG.453
6. MINIMUM BUILDING LINES (MBL), IF SHOWN HEREON, ARE PER THE
CURRENT LOCAL ZONING REGULATIONS. OTHER SETBACKS
AND/OR RESTRICTIONS MAY APPLY AND MUST BE VERIFIED
PRIOR TO CONSTRUCTION.
7. ELEVATIONS (NAVD 1988): AS SHOWN
8. PROPOSED LOT COVERAGE: 4,765 S.F. (23.9%)
(PERVIOUS PAVER MATERIALS SUBJECT TO ZONING APPROVAL)
9. DARE COUNTY ZONING: "N-H"
ER
PDE ION 5 UN AGE SUPF SI01
INDICATED AS DRAWN FROM
T EE TH UI EM N 'A + • PRI�C 7
comint tC ROWSALES
SURVEYOR
L-2592
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CHD.BRG.
C1
25.00
40'50'04"
18.69
18.26
S66'31'11 "W
C2
50.00
25'32'07"
22.68
22.10
N75'10'08"E
C3(FIELD)
50.00
39'10'10"
34.18
33.52
S43'25'57"W
C3(RECORD)
50.00
40'06'25"
35.00
34.29
S42'20'51 "W
N45'06'11 "E
100.00'
0.4' BG
PROP. SEPTIC SYSTEM
(3) 67 LF DRAIN LINES
0 9' O.C. - BASED ON
480 GPD 0 0.8 L.T.A.R.
LOT 82
N.F.I.P. ZONE
X" (0.2%)
(R.F.P.E.: 8.0')
N.F.I.P. ZONE
"AE" B.F.E. 4.0'
(R.F.P.E.: 8.0')
/.7"- o-��.:a::y■ 22.9'
LL�i,I Et�Et ia
Ett;;
Lit
tPROP: 1±Em
��EOUS
PAVER
DRIVE.
Lit
.PROP.:
;GONG..
'APRON
AWN. NOUF
L I J
X2T8 25' MBL
0
N45'06'11 "E
65.00'
SURVEY FOR
11.3'
X 2.9
FLUSH
LINE TABLE
LINE
LENGTH
BEARING
L1(FIELD)
40.09
S27'04'27"W
L1(RECORD)
41.51
S26'45'47"W
L2(FIELD)
64.99
S45'05'43"W
L2(RECORD)
65.00
S45'06'00"W
10' X 20' PARKING
SPACE (TYP)
N45,06'11 "E
100.Oc' 11„,,,,,,,
f 'Q,(z_SEAL 9�'
..:
•
�7. <L-2592
9tip S °��:
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1
0.1 BG
R OBER T HENRY SHERMAN & CORINNE ANN MA CPHER S ON
LOT 83 - PHASE 2 - HERITAGE POINT - ROANOKE ISLAND
NAGS HEAD TOWNSHIP - DARE COUNTY - NORTH CAROLINA
40
20
0
40
1 inch = 40 ft.
VILE:2110009 SURVEYED:10/05/21 JD PLATTED: 10/08/21 MJ
SEABOARD SURVEYING & PLANNING, INC. C-1536
103F W. WOOD HILL DR., P.O. BOX 58, NAGS HEAD, NC 27959
OFFICE: (252) 480-9998 FAX: (252) 480-0571