88-13 Jayne Enterprises Oversized Plans

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V A N D E M E R E
NOTE:
MARINA FOOTPRINT
29,046 SQ. FT.
_ V A N D E M E R E
A
5
C R E E K
WIDTH OF WATERBODY:
APPROX. 700 LF
4 1 3
NORMAL WATER
LEVEL
K
Owner /Develoaer:
JTC Investments, LLC
C/O Virginia Eitner
P.O. Box 867
New Bern, NC 28563
Cell: [phone]
E—Mail: veitner©cox.net
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75' CAMA AEC LINE
404 WETLANDS LINE
FM PROPOSED FORCE MAIN
PROPOSED SLIPS
(6) 32' SLIPS
(59)25' SLIPS
(65) TOTAL SLIPS
q01
/06/12
ISSUED FOR CAMA PERMITTING
CBJ
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10/14/09
REDUCED SLIP LENGTHS PER LMG
SLJ
F
7/18/08
REVISED DOCK LAYOUT & SLIPS
BWW
PER NEW i 4 WATERBODY SETBACK
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3/13/08
REVISED DOCK LAYOUT PER LMG
BWW
p
2/21 /08
REVISED DOCK LAYOUT & SLIPS
BWW
PER LMG
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1/29/08
REVISED DOCK LAYOUT & SLIPS
BWW
g
1i /2 / 07
REVISED DOCK LAYOUT & ADDED
SLJ
WATER DEPTHS
A
7/19/07
ISSUE FOR REVIEW
BWW
REV.
NO,
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
mEngineering ■Architecture■ Surveying •Technology
324 Evons St., Greenvale, NC 27858 252-758-3746, 252-830-3954 (Fox)
PROJEC' TITLE
VANDEMERE COVE
Pamlico Co. North Carolina
DRAWING TITLE
i�ECi
MARINA
FEB T SITE PLAN
DCM-NIHD CIT)
SCALE
DEPARTMENT
AS NOTED
C I V I L
DRAWN EIY
DATE STARTED
SHEET No.
BWW
8/16/06
1 OF 2
CHECKED
DRAWING NO.
SLJ
APPROVED
MSC
PROJECT NO.
20050290

2. FESS
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422
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B 01 /06/12 ISSUED FOR C.AMA PERMITTING C6J
A 5/12/08 1 4SSUE FOR REVIEW IBPBA
RNO. i DATE REVISIONS BY ,
THE
EAST
GROUP, P.A.
■Engineering ■Architecture■ Surveying ■Technology
324 Evons St., Greenville, NC 27858 252-758-3746, 252-834-3954 (fox)
PROJECT TITLE
VANDEMERE COVE
Pamlico Co. North Carolina
DRAWING TITLE
MARINA xECEIVEA
DETAILS f-LB 16 2O12
SCALE DEPARTMENT
AS NOTED C I V I L
DRAWN BY BATE STARTED SHEET No.
6PB 8/16/06 2 OF 2
CHECKED DRAWING NO.
SLJ
APPROVED
MSC
PROJECT NO. Cl m2
20050290

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MAINTENANCE PLAN: 1
304
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND SEPERATION FOLLOWING EVERY
�
1 1226 12 5
ITE
RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
ox
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED,
G?,\r,G,B �
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
1221
FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER.
1220
307
3EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL
I
WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND
AND MATTING SHALL BE REPLACED AS NEEDED.
BAY RIVER
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE
\
I I— ,-
INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP,
VICINITY
MAP
THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD.
NOT TO SCALE
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS
NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
I
VEGETATIVE COVER.
PERMANENT SEEDING
DATE
YEAR,ROUND AGRICULTURAL LIMESTONE
YEAR ROUND MULCH
2 TONS (APPROX. 80 BALES)
SMALL GRAIN STRAW/ACRE
ANCHOR
TACK WITH LIQUID ASPHALT @400 GAL/ACRE
OR EMULSIFIED ASPHALT @400 GAL/ACRE
TEAPORARY SEEDING
DATE
8.
1,08TAIN AND POST A COPY 0FCERTIFICATE OF SOIL EROSION
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR
DIVISION OF LAND R[3OURCES, WASH|NGTON REGIONAL OFFICE
AT 252-948-6481 PRIOR TO COMMENCING CDNSTRUCT|ON,
2.CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
INCLUDING GRAVEL ENTRANCE.
J.CLEAR LAND ONLY AS NECCESSARY TO INSTALL TEMPORARY
EROSION AND SEDIMENT CONTROL DEVICES. AS
CON�TRUCT|0N PRO�RESSES, INSTALL ADDITIONAL EROSION
AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS
DIRECTED BY THE ENGINEER.
4ANSTALL SEDIMENT FENCE.
5.STR(P TOPSOIL AND STOCKPILE ON LOTS # 14-17. LOT 46 AND
LOTS # 54-55 FOR LATER USE,
6-BEGIN GRADING ROADWAYS. INSTALL ROCK/SILT CHECK DAMS
AND TEMPORARY SEEDING.
7.|NSTALL DRAINAGE PIPE WITH INLET AND OUTLET STA8|L|ZATION,
B.GRADI, DRAINAGE SWALES AND DITCHES. INSTALL LEVEL SPREADERS,
ROCK/SILT CHECK DAWS, AND TEMPORARY SEEDING.
9. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE
CONSTRUCTION PROJECT.
10.|N5TALL WATER MAINS AND SANITARY SEWER PRESSURE MAINS.
11.8EG|N CONSTRUCTION OF ROADWAYS INCLUDING THE PLACEMENT
OF TI-E AGGREGATE BASE COURSE.
12.COMPLETE CONSTRUCTION OF ROADWAYS INCLUDING PLACEMENT
OF ASHPALT
13.|NSTALL LANDSCAPING AND MULCH AND SEED ALL
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL,
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
(
OF GPA0'
NQ BE PLANTED OR OTHERWISE PROVIDED
WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRU�TURE3 9UFRC|ENT TO RESTRAIN EROSION.
14.UPON SITE STABILIZATION AND INSTALLATION OF ALL
PERMANENT EROSION CONTROL D[NCES, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES,
VEGETATIVE PLAN:
VEQETAIIVE COVER SHALL BE IN ACCORDANCE
WITH THE SEEDING SCHEDULE AND THE
FOLLOWING SPECIFICATION SECTIONS:
SECTION 02110 SITE CLEARING
SECTION 02120 EROSION & POLLUTION CONTROL
�ECT|ON 022�8 �LEAN-UP & SEEDING
CS
� r______�
3 U|r------|\U POPETYLE
` 8 . �y w8� .0 .'~-�
w U �� |/
nEMEm/ SHOULDER| | | |I
^, _ \ | � |10 U(| ||U
WIDTH WIDTH
_" lirlSLOPE AS REQUIRED
'- /
'' (PER mJ��O.[ STANDARDS)
-/r,-^��
ACOETAIL
��?�i�,�
61 6' 3¢ PAVEMENT 61 60
-a— ASPHALT
.__VMIN, 2" 1 1
- MIN. 8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
I 1� o -_ __�_
�
��__�_
/
WATER NIAN
8.
^v '"t
-_ -_
/ -_
�
EX. DITCH TO BE
CLEANB} OUT��
MOVED TO REAR
LOT LINES
'� EX]STIN'd� /
11
-'`^~~~~_ ^—._
PUBLIC RIGHT-OF-WAY
P.C. A S_ 96-8
BUILDING
III 11
___.R/W
�IQTsS:' STFUMT
A) moEIACKs suo,Ecr no Toww OF vAwuswcRs oRo/wxwoc
OR znwmo nEQmmswcwr»/ww/rxsvcn IS GREATER.
TYPICAL LOT
R/W n/w
C/L ---- - --�- _ ----c/L
R'w n/w
TYPICAL SIGHT TRIANGLE & SIGN ESMT.
I (NOT TO SCALE)
EX. DITCH TO BE
_\
9 1 . 8 1 7 L==— 6 1 5 1 . 4 1 , 3 I 2 1 1
-~
I 1� I , ��, *" - ,zzz.___ 61 � / ,0' , "'. , I "
I . -1 - '00 R�l "' - - I I �, 1, "' , � , , �i � I , ,�.� ,/ \--'V14EC, \ '�;
:: "I f��:W� : �
I ` " , 5 1.35 AC ... ;. , . . /11 � �- �11:.: � �': , I , 1.� -, / -__._"/\"__', _.__ , \
I 0 1�, 0.88 AC. (UPL -kl , .. I , , � , I it
) , 1 6.'�7 AC. .1 060,\,\ \, I , , " 'e. � ,, � ", ., ,,, ,. �,,. ,.,; 1'/ (6 . - ��: ��:..��.� ..,: .1 �, �. EDGE�.OF -- _�,%,�.,.:r.�� J _ "/\, /
­ I , 1. \ I . \ __ I �, . ____ , i I �� ., .. ' \ S , TAL I ,. I .10,��",.,,
jPLA_ 4 'i �,� ; 0.70 AC. (URLANDS1 -�� , . �, , �. �, \ � , , \--/\"-- --"/,\ /\
, ` @ , 1.11 " ,
I - � ,,, , _. �_s . . I '' � I , �". . . � . , � . /\,
\ - % . 1 4 -, �< ENTRANCE LO -I- 0 __ , ., a :. , 4 . : 1" � . -1-, __,_� -
'�� � . I 013"AC-, O(TOTAL) . _10 ­,�-;�� . . _ , .. , I .1 . 11 .. I .11. VP
NL MARSH � I � , f . . '1� . � \ " , , . , . �
P '61E;� � (50 .� , .;. -1, �' "I". , , "
i 00 �-
k/�
/,R' , N
I \ I `�� - ­- \ - 4 _­'\, - ,
49' 1 — I �, , (E) * )t' I ��': .1 � � , I , .
'C C_ � �9 �D 0 " -4NV. tART PARKING LOT ',, ,�� , .1 e' � ,.��, , . � �. , 1� �� 1, !, , ,� �_,//\"� " \,w /-,\, ,��­, - Ill\ ",
I C� I TOPSOIL // 'p, (B 241.37 1 YP- ­� i . , , a. . � , , ,- , , , ,_' ; 1 ,�4,, 4!"',
I I !�� 0* -,,u/ I k _'. I .;, _- � .,��.;�. �­
R 'I 0, (�� , I " � , 11 ' . �, / 11 I". �', .� � i , �h �� - " ,� .i , :_ 1. �L ,: . � _11- -1-_111 "__�/ �,,�
I ,I . " \1, \ - - , '.:L,­,� a . ,^.
(5 � I �� C �A If ". , �� �' 6 5 -, 1_� � - I, � -,,�, ,_ ."N.", �, ;Z�l --I " � , . __ � �,, '\,_"�/ \1 _;ril
).5 AC. " [ "�.54 � , 8 � I - . , "�. 7 ��, . ��,�;,
,�, q � , I 7�1/ P��, . � . tk�� ��DGE OF ��'� �. I 41 � I? I , ,
/ , �\_ 1 1 9�,� \ D#AINAGE,, /
1 72'717.,>-
' ` ' / \ ,�' ' ^"i °' '~�_ ``` ^,� `_-' ~`_,� ,`-_', ,`-�~/
/ » \ \ `,` | ' ` \ � -��. �`^ '' �� ~~ ``-~' �`-'� ``_~/ \,_'/'
�����.�����
�^�� ow���
PIVP
/
�� � _ ­ -.--.. .
' EXISTING
.*t.5^ X 22^
RCP -ARCH
D
N
L
[a
J
H
Le
F
19
C
-
'
J'�',
`
`
`
-
v/
8
A
I SITE DATA:
1) ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL
AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE OR
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
2) ALL FILL. SHALL BE COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY (ASTM D698).
3) GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED
AREAS IN ACCORDANCE NTH THE SPECIRCATONS WITHIN 21
CALENDER DAYS COMPLETION OF GRADING WORK. UPON COMPLETION
OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL
PERMANENT SEEDING AS OUTLINED IN THE SPECIFICATIONS.
ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL
OVE ANY SEDIMENTS THAT HAVE ACCUMULATED
4) ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT
READY FOR SEEDING AND PLANTING,
5) ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE
DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND
6) LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE
Y EXCAVATION IS BEGUN.
7) ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF
IMPROVEMENTS ARE THE RESPONSIBILITY OF THE GENERAL
8) SANITARY SEWER SERVICE BY BAY RIVER SEWER DISTRICT,
10) WATER SUPPLIED BY PAMLICO COUNTY WATER CORPORATION.
11) AN EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE
12) A STORM WATER MANAGEMENT PLAN IS REQUIRED.
13) ALL ELECTRIC LINES SHALL BE UNDERGROUND,
14) ROADS ARE DESIGNED TO NCDOT STANDARDS.
15) HOMEOWNERS ASSOCIATION SHALL OWN THE LOT OPEN SPACE/
RECREATION AREA.
16) PROGRESS ENERGY SHALL SUPPLY ELECTRIC SERVICE.
17) RECREATION AREA SHALL BE LIMITED TO OPEN SPACE, WALKING-
16) MINIMUM FFE ARE DETERMINED BY PAMLICO BUILDING INSPECTOR.
19) THIS PROPERTY IS LOCATED IN ZONE -AE" AND IS LOCATED IN
A SPECIAL FLOOD HAZARD AREA AS TAKEN FROM N.F.I.P. RATE
MAPS DATED JULY 2, 2004 COMMUNITY PANEL NUMBER
20 WETLANDS EXIST ONSITE AND HAVE BEEN DELINEATED
AS SHOWN.
FRONT: 30'
SIDE: 10,
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
RCP = REINFORCED CONCRETE PIPE .
FE = FINISHED ELEVATION
MBL = MINIMUM BUILDING SETBACK LINE
TB = TELEPHONE BOX
PP = POWER POLE
ST = SIGHT TRIANGLE
SE = SIGN EASEMENT
PM = PRESSURE MAIN
WM = WATER MAIN
-0- PP POWER POLE
— NEW STORM DRAIN
F-- NEW WATER MAIN
----PM— NEW PRESSURE MAIN
, — WETLANDS LINE
—X— SILT FENCE
A5/8/08
ADDED CLE
I
6
REVISED PER PAMLICO COUNTY
BWW
4L
WW
4A
6 21 07
ISSUE FOR PERMITTING
BWW
NO
DATE
REVISIONS �
By
THE
EAST
GROUP, P.A,
PROJECT TITLE
Pamlico Co. North Carolina
DRAWING TITLE
Erosion & Sedimentation
Control Plan
SCALE
DEPARTMENT
DRAWN BY
ATE STARTED
SHEET No.
Hgn
APPROVED
15 1 14 1 13 1 12 1 11 | 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1

N
moo.
, -C Irls--1
NOTE :
COMBINED SCALE FACTOR = 0.99986865
ALL DISTANCES ARE HORIZONTAL 60' WIDE RIGHT-OF-WAY AND ACCESS EASEMENT
04 ALL)U S MEASUREMENTSRHO IN FEET (REFERENCES: MB 4 PG 11; MB 4 PG 16; P.C. "A;'
AND DECIMALS THEREOF UNLESS SL. 124-5; P.C. "A" SL. 134-20; P.C. "A" SL. 135-1)
1226 1225 NOTED OTHERWISE.
CASHVILLE: INVESTMENTS, INC.
TDB 394 PG 296
PC "A" SL 124-5
GRI6GS ROAD MB 4 PG 16 f
1221 N 7i;i 49" E 118€1.45°
EIP �"... ®�
20' RAD. DE 10'X70' ST
122E3 (Typ')
tT' )
Iv 72°35`35®E I049.46' (PTnL)
� 115.OD' 1t3fI.tIQ' IOO.00• 115.00° T�.'`__._:;.
EIP L „
VICINITY MAP - NOT TO SCALE
� R z b z 0.46 AC. z z
60' WIDE RIGHT -OF-WAY r o 4
AND ACCESS EASMENT # 306 �' w �, t 0.:
PC 'A" SL. 141--=11 ' � ( 0.53 AG, f
N 72W50" E 0.53 AC. 0.46 AC. z
r
N 72'2952" E EI ) 164.8&' I~IP lot
N 72 31'34" E can" w 121f
430.15' (TOTAL) ttt
N 72 33 50" E r If515'-rx r IOO.fiO'r r �- r 100.€X}' ' r115.(10' '-• �E s t
EIP 164.9r (TOTAL)
iEx64'� 20' DE
S 72'29'52" W EIP 1� DE
288.71' EIP
I
3 AC1I
60° WIDE RIGHT-OF-WAY `� " L.,! � � � . ° �
M AND ACCESS EASEMENT O860.50 AC. 0.48 AC. 0.48 AC. f 0.55 AC. t 0•
cv DB 352" PG 13 H r
P.C. A SL. 124-5 ''9 074 (} 036 018 L
� 'QCyj• v
Is G�� Gag 100,00' iOO.tXi' IIS.rKs' 1tiX7 �55;
D z O N 72'31'34" E 332.03' (TOTAL)
E3 20' IAA. OE N
r� n � � � t t7 � (TYP.)
t S 7231734" W 944.53' (TOTAL)
z 090''g C3� G3 63.72' 70j71
i'100.00`(Al2 / AC. t
`! t
_ 0.69 AC. t z z $
31
o g 0 069 �' $ �� 14 15 Q
I cr;m 0.65 AC. t
a o 48 AC. 0.48 AC.
WTL
01 71
10072
20 DE _
[[[ rrr rr�� r✓rir�✓i iiriiit75'`F!1i✓ ��!ir50.O0✓r✓r ✓-71OOOti'�r rri r sf 5
I r✓.151.02'rr✓r✓sft
EIP s 72.55'SY w
M
AMANDA VOLiVA FiNCI4
AMANDA VOUVA FINCH DB 358 PG 8B6
DB 358 PG 866
60' WIDE RIGHT -CIF -WAY
AND ACCESS EASEMEN I`
PC "A" SL 124--5 L1
R/W L2 .s
EIS 4-L3 J-- N 73'12'O7" E S 72il OC 1V-
�. CA__ _ i pPiC 835,49' EPK
EPK 5D4.tP8' .. ---
R/W f % A f-s PROPERTY LINES INDEFINABLE
40' TOWN OF VANDEMERE
PUBLIC RIGHT-UF--WAY
R.C. A SL. 96--8
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) OWNER(S) OF
THE PROPERTY SHOWN AND DESCRIBED HEREIN AND THAT I
(its) HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY
(OUR) FREE CONSENT AND HEREBY ESTABLISH TIME MINIMUM
BUILDING LIKES, AND DEDICATE ALL STREETS, ALLEYS,
WALKS, PARKS, AND OTHER OPEN SPACES TO PUBLIC OR
PRIVATE USE AS NOTED. I (WE) ALSO CERTIFY THAT THE
LAND. SHOWN ON THIS PLAT FALLS WITHIN THE SUBDIVISION
JURISDICTION OF THE TOWN OF VANDEMERE.
as •DATE
M
CERTIFICATE OF ':F xr'Ra
BOARDTHE TOWN OF VANDEMERE PLANNING .O
THE FINAL PLAT FOR THE "DIVISION.
r
:s,=-a DATE
E y.
CERTIFICATE OF APPROVAL OF STREET DESIGN - PUBLIC STREETS
THIS IS TO CERTIFY THAT THE STREET DESIGN SPECIFICATIONS
SHOWN ON THIS SUBDIVISION MAP HAVE BEEN EXAMINED BY ME IN
CONSULTATION WITH THE DISTRICT ENGINEER, N.C. DEPARTMENT OF
TRANSPORTATION, AND FOUND TO BE IN ACCORDANCE WITH THE
MINIMUM REQUIREMENT'S OF SECTION 2 OF ARTICLE 4 ENTITLED
PRIVATE STREETS OF THE TOWN OF VANDEMERE SUBDIVISION
ORDINANCE. i �1
0
ADMINISTRATOR
F z2-a12:
DAtE
CERTIFICATE OF COMPLIANCE PATH AREA
OF ENVIRONMENTAL CONCERN STANDARDS
I HEREBY CERTIFY THAT THIS SUBDIVISION CONFORMS TO THE
STANDARDS OF THE NORTH CAROLINA COASTAL MANAGEMENT
ACT OF 1974 AND A PORTION(S) JOk ALL OF THE SUBDIVISION
LOCATED WITHIN ANY AREA OF E tIRONMENTAL CONCERN IS
DULY NOTED AT THE AjjPROPRI LOCATION ON THIS PLAT.
�+m
BY DEED (PROPERTY LINES ARE
APPROXIMATE AS TAKEN FROM
PAMLICO COUNTY TAX MAPS)
CERTIFICATE OF APPROVAL BY THE BOARD OF COMMISSIONERS
THE TOWN OF VANDEMERE BOARD OF COMMISSIONERS HEREBY
APPROVES THE FINAL PLAT FOR THE VANDEMERE CREEK SUBDIVISION.
�� 4 # , '�� 0_l­�"j `2Q 6L'
AIRMAN, TOWN `�
OF VANDEMERE DATE
ARDt OF COMMISSIONERS
1
THIS DRAWING. IS THE PROPERTY OF THE EAST GROUP, P.A.
OF
OWNER/DEVELOPER
SOURCE OF TITLE
DB 459 PG 99
DB 460 PG 743
PC "A" SLIDE 146-11
REFV"CES
DB 407 PG 55
DB 407 PG 60
08 440 PG 664
PC "A' SL 164-8 & 164--9
PC "A" SL 165-7
MINIMUM BUILDING SETBACKS
FRONT YARD
30 FEET
SIDE YARD
10 FEET
REAR YARD
30 FEET
MINIMUM LOT WIDTH
75 FEET
LINE TABLE
LINE
LENGTH
BEARING
LI
26.97
N21L6"
L2
60.01
S
L3
59.92
S 3:00'S3'W
NOTES:
1) NORTH CAROLINA STATE PLANE COORDINATES WERE
ESTABLISHED USING A TRIMBLE 5800 GPS UNIT, STATIC
HELD PROCEDURES AND WAS PROCESSED BY THE
NATIONAL GEODETIC SURVEY ON-LINE PROCESSING SERVICE.
THIS PROPERTY IS LOCATED IN ZONE "AE" AND IS
LOCATED IN A SPECIAL FLOOD HAZARD AREA AS TAKEN
I ROM N.F.I.P. RATE MAPS DATED JULY 2, 2004 COMMUNITY
PANEL NUMBER 3720750200J & 3720658200J
(BASE FLOOD ELEVATION = 7').
3) NO TITLE OPINION OR TITLE COMMITMENT WAS PROVIDED
TO THE EAST GROUP AT THE TIME OF THIS SURVEY.
4) THIS PROPERTY IS SUBJECT TO THE COASTAL, AREA
MANAGMENT ACT (CAMA) REGULATIONS AND NEUSE RIVER
RIPARIAN BUFFER RULES, RIPARIAN BUFFER LINES SHOWN
ARE APPROXIMATE LOCATIONS AND ARE SUBJECT TO
CHANGE.
5) ALL LOTS TO BE SERVED WATER BY PAMLICO COUNTY
AND SEWER BY THE BAY RIVER SEWER DISTRICT.
6) FINISHED FLOOR ELEVATIONS ARE TO BE DETERMINED BY
THE PAMLICO COUN'LY--BUILDING INSPECTIONS.
7) WEIL.AND �UNES Sk�OWN ARE --THE APPROXIMATE
LOCATION OF THOSE �MMETL.ANDS. THE ENFORCEMENT OF
WETLANDS REGULATIONS UNDER SECTION 404 OF THE
CLEAN WATER ACT AND SECTION-10 OF THE RNERS AND
HARBORS ACT IS WITHIN THE JURISDICTION OF- THE U.S.
ARMY CORPS OF ENGINEERS. INQUIRES CONQFMI-149,
WETLANDS MATTERS SHOULD -SE ADDnSSED TO THAT
AGENCY. -
3) AREAS DESIGNATED AS WETLANDS' ARE.RESERVED AS
DRAINAGE EASEMENTS.
9) THE. SURVEYOR MAKES NO GUARANTEE THAT THERE ARE
NO OTHER EASEMENTS THAT MAY BENEFIT OR BURDEN THE
SUBJECT PROPERTY.
10) PROPERTY SETBACKS ARE TAKEN FROM THE TOWN OF
VANDEMERE SUBDIVISION REGULATIONS AND ARE SUJECT TO
CHANGE,
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
04ORD
TANGENT
DELTA
C33
20.32
25.00
19.76
10.76
p `7
C34
57.09
_ 55.2
5 ' Y
54,56
31.42
C35
44.78
55 (it2
71 4`5 `
43.55
23.71
' '44'
036
57.01
65,00
54,49
31.37
59 "
C37
44.64
5&00
sm:gl "W
43,43
23,63
481301al
C38
58,67
55,OT2
"W
55.93
32.47
61 7'0 '
C39
20.32
25.00
'11'24"
19.76
1D.76
4fi '
STATE OF NORTH CAROLINA PITT COUNTY
T WAS LIRAWN THIS
UN MY SUPERVISION ANT ACTUAL
SURVEY VAME UNDER MY SUPERV$SION. (DEW DESCRIPTION
IECORM IN BOOK PAGE - _). THAT THE
MINOARIES NOT St!RgEYEU ARE ZED RLY INDICATED AS DRAWN
FROM I+IFORMATTDN FOUND IN BOOK -- PAGE -
YrWAM B. HILLIARO PROFESSIOAk LAND SURVEYOR NO. L-4509 THAT THE RATIO OF PRECISION AS CALCULATED IS 110,_00& ;
CERTIFY TO ONE OR MORE OF THE FOLLOWING AS INDICATED TT4IIS, 0 OR i� : THAT THIS PLAT WAS PREPARED IN AMMM40E WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE
0 A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A S1V8DI%1SI0N OF I" NUMBER AND SEA€. THIS IM DAY OF ,It1i.Y 2099 .
"THIN THE AREA OF A COUNTY OR NUNICIPAUTY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND; t
B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED NI SUCH PORTION OF A 5.
COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN CMiIMNANCE
THAT REGULATES PARCELS OF LAND;
L.:
C. ANY OF THE FtMiOYlNQ # s
I. THAT THE SURVEY IS OF AN EXIS W PARCEL, OR PARCELS Of LAND A#
DOES NOT CREATE A NEW STREET OR 04ANGE AN EXISTING SIIEET
2. THAT THE SURVEY IS OF AN EXISTING WLDING OR OTHER STf=TURE
OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR
3. THAT THE SURVEY IS A CONTROL SURVEY.
[] D. THAT THIS PLAT IS OF A SURVEY OF ANOIIER CATEGORY, SUCH AS THE k£' aL , REVIEW OFFICER OF
RECXOMMATION OF EXISTING PARCELS.. A COURT -ORDERED SURVEY OR •»rs s
Ty, CERTIFY THAT' THE. AP OR PLAT TO
OTHER EXCEPTION TO THE DEFINITION OF SUBOIiriSION: TION IS AFFIXED TS STATUTORY
E THAT THE INFORMATION Ai!&A9LE TO THIS SURVEYOR IS SUCH THAT I
DdEQUIREMENARRE
AM LINABLE TO MAKE A DETE NATION TO THE HEST OF MY PROFESSIONAL "
ABILITY AS TO PWASIONS CONTAINED IN (A) THRa W (D) ABOVE. >� � ,
SURVEYOR DATE O
JTC INVESTMENTS, LLC
c/o VIRGINIA EITNER
PO BOX 867
NEW BERN, NC 28563
(252) 671--1771
[e-mail]
LEGEND
ECM =
EXISTING CONCRETE MONUMENT
EIP =
EXISTING IRON PIPE:
EPK =
EXISTING PK NAIL
• NIP =
NEW 3/4" IRON PIPE
AEC =
AREA OF ENVIRONMENTAL_ CONCERN
DE = DRAINAGE EASEMENT
MSL =
MINIMUM BUILDING SETBACK LIMIT
RB =
RIPARIAN BUFFER
R/W =
RIGHT-OF-WAY
C/L =
CENTERLINE
O = NO
POINT SET
SHEET I FINAL r� c
O
VANDEMERE
'Yc
TOWNSHIP 4 JULY 16, 200s'
PAMLICO COUNTY NORTHCAROLINA
I REVISION I DATE I INIT. I
HE
MEAS'­
ORUP 324 S. EVANS ST. -BOX 7305
(2EENVILLE, NC 27834
-Engineering . Architecture . Surueying . Technology 2552-758-3746
R=NOT IU :W-ALL PROPERTY LIFE DRAWN BY: WBH PROJECT NO.: 20050290
## - STREET ADDRESS SURVEYED BY. GLW MATE. JULY 16, 2008
SCALE: 1" = 100, DRAWING NAME: mfr.dwg
ANY USE, REUSE., REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED.

-?1 0-+ clo� i
s P, -[-
0
NOTE :
COMBINED SCALE FACTOR = 0.99986865
304
ALL DISTANCES ARE HORIZONTAL
/ GROUND MEASUREMENTS IN FEET
1226. 1225 AND DECIMALS THEREOF UNLESS
NOTED OTHERWISE.
GRIGGSS ROAD
12Z
a 30
NOW OR FORMERLY
VICINITY MAP - NOT TO SCALE ELAINE SADLER
DB 144 PG 191
CASHVILLE INVESTMENTS, INC. MB 4 PG 16
DB 394 PG 296
PC "A" SL 124-5
MB 4 PG 16
N 72.34'49" E 118B.45' .,.erg.. ....
slxw SE
YP.)
31 4-0
3 AC. '
m
a2'3t'34" E
.W (TOTAL.)
L.e4-41 4.4.4-/
d AC.
NO
148 AC. f
90
0 "
II
R
i°
LAJ o
U0 414 ra 4,JJ
DB 403 PG 160
P.C. "A" SL. 134— 20
ME=
� W-1101M
THIS PLAT IS OF A SURVEY THAT CREATES A SUMVISION OF STAVE OF NORTH CAROLINA PITT COUNTY
LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. I. CERiiF"( THAT THIS
PLAtWA5 ACTUAL
SURVEY MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
RECORDED IN BOOK — PAGE =). ). THAT THE
WUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN BOOK - PAGE -
THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10.000+
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE. LICENSE
NUMBER AND SEAL THIS 1Bt9t DAY OF 5WLY .2(0.
3°�`gf'f.A'nf
t+' 'fit'
��s =
Y m e
Q 2 L—
Z
ia
I L5Q9®M/09
PORT VANDEMERE ( # �► /������•,su�?`��
PC "A" SL 164-8 & 16-9 it 1 ��°��`g�zI�1� , RivrEw oICER of
1 PAMI ATY.ER7WY THAT MAP OR PLAT TO
60' WIDE RIGHT—OF—WAY AND ACCESS EASEMENT _, a WHICH THIS CERTIFICATION IS AFFIXED STATUTORY
i (REFERENCES: MB 4 PG 11; MB 4 PG 16, P.C. "A" m REQUIREMENTS FOR .
t 1 SL. 124-5, P.C. "jA" SL. 134-20; PC. "A" SL. 135-1) r' � r
I lolll I .� s EbIEW OFnCER
N 72'ir33" E 1029.75'
DA
20' RAD. DE
N 72'133" E 1049.14° (TOTAL) (TYP.) ECM (BROKEN) FORT VANDEMERE
00• t�,�• 1Oo.w 115.00° 7 „S 00' 1c30.uo 1t5.o�' PG "A" SL 164- 8 & 9 64-9
`-^r—l UX77000- ST 30' MBL
3$ 3D' MBL � to
X40' SE
AC. i z a z z ey a z I .
15'm
V � N Ri
7 0.53 AC. 0.46 AC. f 0.53 AC. f 12 N 72'z5 43 E f
0.46 AC. t 0.46 AC. t g 0.53 AC. f m L
� � 6187.65' �
\ 5q8 5S8 588 622 642 662
N 7225'39" E
...._... •cea nw• /1Y'tTAi \
((t 50
z `40 AC.
810
t � F
t
f N 72W2O" E
0.53 AC.
s50
E
ROAD MAINTENANCE \ \7A'
ENDS HERE
H 1 \
SHEET 2 OF 3 r
FINAL-I�LT_ - C
OF IiAST
t _ RUP
V 324 S. EVANS ST. r BOX 7M
VANDEMERE COVE SURD VISION {REEpIVILLE, NC 27834
s Engineering -Architecture . Surveying : Technology 252-758-3746
TOWNSHIP 4 - JULY -1 & 2008
T PAIviLICO COUNTY NORTH �AROLINA DRAWN BY: WBH PROJECT NO.: 20050290
^; i
SURVEYED BY. GLW DATE: JULY 16, 2008
SCALE: 1" = 1QO' I DRAWING NAME: mfr.dWg
LC
THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE. REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED.

('SIIVAQ� vti-
K
IN
NOTE :
COME3INEI E FACTOR noekQp1Qr1r1
u aW%
ALL DISTANCES ARE HORIZONTAL
GROUND MEASUREMENTS IN FEET
AND DECIMALS THEREOF UNLESS
NOTED OTHERWISE.
SHEET 3 OF 3
FINAL PLAT
OF
VANDEMERE COVE SUBDIVISION
TOWNSHIP 4 JULY 16, 2008
PAMLICO COUNTY NORTH CAROLINA
MAP - NOT TO SCALE 411f
1
PORT VANDEMERE 2 N 72�243* E "4 k421 -7 RECREATION &
k PC "A* SL 165
-ej OPEN SPACE
N 722V3V I- ECM
55&04' (TOTAL) N 72;F39* E
250-W 24Z56' 80. 115.00, 23Z20'
101,04! 1
146M' Arl-
30, MBL
57 1.35 AC.
50 'Zt4 72IV39' E 419.66' (TOTAL)
0.81 AC. FO-5-51.- 1 0.57 AC. 8. ! '28&-W 134.65!
40 AC. 4
HIGH WATER LINE F726
Alto- E OF
VANDEMERE CREEK IS
1.11 AC,ri THE PROPERTY LINE
N 72:02'r E
AK
150.W
lit F0-6-51 N 722V3!r E
357.47
Ak-
N 72*020' E 4
h 01 - RECREATION & p
(TOTAL) 0,90 AC.
141-L
0.53 AC.
OPEN SPACE #1
Z AC 8.00 AC.
11 1 , cl '4 0.65 AC. N 722V39' E \ ' - --
N 72-TY20* E 316424*
c;1
0413
bi
20.00'
wN 72-4X20' E 0.74 AC.
l N 72*4X20* E
223.92' 20' RAD. DE ory 079 N 72'2WW E
(TYP-) • 4(oksv 258.61L7
ILA
72*4S2O* W
0.53 AC.
m ow
hi
15 X40• SE S C7 N 72'25'39* E
262,94!
N 7.2*4S20* E F-urx-V ST z 30.
p
106.49' cft 0.67 AC.
�-j
--1
o 0.54 AC. L20 091 N 72i5.�39* E
0.46 AC. P,
U-1 �A 2 0%
ti 14 FED
I Kfl b.;& 9 FO-9-4-1 AWL
L'4 ; Ig I 'N' 8
I N 72W20' E 22539' E 0.58 AC. en N =�20- E C! 4,
1j . N7 138.86'
IL "0' RECREATION & a - N 72i5'39* E
X1. log. 4Q
:OPEN SPACE #2
L14
1.07 AC. N 7225!3V E
13&W
1118 z N 72'26'3V E
•
O�52 AC.
19 0.54 AC. 1.27 AC. 't 12&02*
1-4
0-80 � 30*X30' DE
2-0-1
896 F87 lot
9 20, DE
829
169.41, 131.1w 610LOW 6&W 60.00' AZLXOV- 100.00 - 167,14� /A/ 272-6V
EIP wor C - - - - - 374.98- 4�
-20' E 225.42' (TOTAL} EIP EIP EIP T EtP T EIP OP
T N 72;4320- L
T 1302.22' (TOTAL) N - SA86&339 (GRID)
04 E- Z701.431-365 (GRID)
5)
�3A' A q6A) 41
Is do-
VANM&W CREEK SUBDIVISION vmowm CREEK SUSDIASION
PC *A* SL 149-4 & 149-5 PC 'A' SL 149-4 & 149-5
VANDEMERE CREEK SUBDIVISION
VA L
PC SL 149-4 & 149-5 1-.0 THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF
-A WITHIN THE AREA OF A COIUNTY OR MUNICIP
N.C.G.S.M. HASLMD AN ORD44ANCE THAT REGULATES PARCELS OF LAALITYWTHAT
"PENN 1935"
N - 529,763.301 FT. (GRID)
E = 2,698,504.770 FT. (GRID) STATE OF NORTH CAROUNA PITT COUNTY
ELEV. = 3.24 (NAVD 1988) 1. -, CERTIFY THAT THIS
PLAT MAMMON 5&MWSUPERVIStON FROM AN ACTUAL
SURVEY MADE UNDIM MY SUPERVISION; (DEED DESCRIPTION
RECORDED IN BOOK - PAGE - ). THAT THE
BOUNDARIES NOT stTR-mu ARECLEARLYINDICATED As DRAWN
FROM INFORMATION FOUND IN BOOK PAGE
L VILUAM @ HILLIARD PROFESSIONAL LAND SURVEYOR NO. L-4509, THAT THE RATIO OF PRECISM AS CALCULATED IS '10'�;
CERTIFY 70 ONE OR MORE OF THE FOLLOWING AS 44WATO WA 9 OR 13. THAT THIS PLAT WAS PREPARED 04 ACCORDANCE WITH G.S. 47-30
A- THAT LOOS PLAT IS OF A SURVEY THAT CREATES A SUBUYISICIN OF LAND AS AMENDED, WITNESS MY ORIGINAL SIGNATURE. LICENSE
NUMBER AND SEAL THIS jjth. DAY OF JULY 2008
VATIM TdE AREA OF A COMITY OR MUIWPAUTY 1HAT HAS AN ORDNANCE
THAT REGULATES PARCELS OF Lq&,
n&THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A
MIRTY OR MUNICIPALITY 'MAT IS UWGULATM AS M AN ORDNANCE
THAT REGULATES PARCELS OF LAW.
Z
SENL
0 Q ANY OF THE FOLLOWGz n
I. THAT 7W SUR%1EY IS OF AN COSTING PARM OR PARCELS OF LAND AM
DOES NOT CREATE A NEW SIREN OR CHwE m easim STREET;
Z THAT 1K SURVEY IS OF AN COSTING MEND OR OTTER STRUCTURE, $
OR NATUR& FEATURE, SUCH AS A WATMOUIM OR HE
& THAT 7W "VEY IS A CONTROL SMVEY,
D. THAT IM PLAT IS OF A SURVEY OF ANOMM CAIE-OORY. SUCH AS THEOF EAST
�mm THAT
RECMWTM OF COSTMG PARCMS, A 00URT-CRIXRED SURVV OR pm" CERTIFY THAT OR T TO 324 S. EVANS ST. BOX 7305
OM EXCEPTION TO TK DEFINITION OF SUMVISION, WHICH THIS TIFICA11ON IS AFFIXED All STATUTORY ROUP
FOR RECORDIN GREENVILLF, NC 27834
0 1- THAT INE WONAIM AMAKE TO IM SURVEYOR IS SU THAT I RE
AM UNABLE TO MAI(E A DETERWHATION TO 7K SW OF 1AY PROFESWK
JiY AS TO PWVSIONS CON7AINEDM (A) 711ROWH (D) ABOC
4
SURVEYOR DATE
Eiwii erii - A-rchWctum - Surveying . Techmlogy 252-758-3746
nc* CER DRAWN BY: WBH PROJECT NO.: 20050290
SURVEYED BY: GLw DATE. JULY 16, 2008
,,bA7E SCALE: I" = 100* DRAWING NAME: mfr.dwg
THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION,
Y OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED.

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