9-02 Oversized Plans

yl
't IF"
Q4
i`
I
I
— — — — — — — — — — — —�
Bland Drive
-------------1
(
I
i
_BLAND SUBDIVISION_ I
M.B. 22, PG. 37 j
I M.B. 22, PG. 37 I I I I EX15TING ' I —
I I I I R-10 ZONE I /
I
PP
1--
i 6 I 14 1 13 I/ I I ` I ' FLOOD LINE
I I I I I I I I I I �.)
I 7n2
.4 I-- --------------L----------L----- / ---I -----f-------- — EXISTING ew sewer I cg manhole PUMP STATION
z/I 0.60 I ( M.B. 25, PG. 50 RICHARD D. GOFFO��I-4 WIFE NANCY E. GOFF— ZONE AE ZONE X ZONE X I ZONE AE ZONE VE ZONE VE ZONE VE
I I 55MH #2 D.B. 514, PG. 55(EL9) (EL. 13) (EL. 15) (EL. t 6) (EL. 17)
.G2 I Top 5.0-O.GB
ur/ I I (I Inv. (-)0.40
1 i 25 L @ 4
53G°16'10"If512.6P 5 1 i 3I
EI R—,------- -------------------- _
j fl 5501 #1 t i 1 t
t 1 � r� 73.00' t i
t ! Top 5.0 tt t1 t1 i I x x I l i I I
1 1 c� 1
1 11 �1 t l f�OY,V✓. KDdO = t v v l I
N 85°08'29' E 62.15' ' i /�/ `'�404 4 Inv. (-)0. 50 •,. -- 1 I 1 1
[� 1 � 1 tN < II I
WETLANDS 1 1 tt �i ! lilt 1 Ott t E WI�E EjAN�rSR [ KN�n ��' 3 r Ii(
1 / t t
LINE t j I t 1/ ro@ 1 1 t d B/720 Pq. 2 1 I rn i III
\ t\` ' t I 536a/ '2 i Off. _ _ r-- �j i 36° 15'2 " E q 80.6
IEIR a —,� 1 14 LF 8" 55 t I ' '�%''. I 60.0I' I �i 1 t I I I 120.159'
1 (/II i 11 _ @0.40% tt i t It It t 11 I tt I t , 1 �` I i 11 I I 1 1
1 n i — f 1 Ji' 1 \ 1 —
RESERVED BY _ / , t t t t t t t t t t / �� �� t\ 1 \ -I GO' M •R III __ J U 771 _-r--- --r--� -,,tt - --
1 11 1 COASTAL 1 \�� OWNER y w tilt t1 t `t t It ttttt III /�',' i� ��; tPP t 5TRU RE IIQ rr 1'�l! �'i G j
1 I i t 6 b I I t t I t 1 /1 /j0/1,5
�� 1 SET K 1 p a �LIC ACCESS EAS�ME T�
1, t VEGETATION �� I I to / / N 43°24'00' E 62.28' I UNE t t, t 1l i 1 i � � --I / � t\11 I /\ 1 Il Ot i.,t t'\ I U////� 1 t I I I+ I 1 IIII 1 1 I+ /55MH #3 " I t ; m I I t t /// //t \ I y l ' II 1I'OR�,IONiOF 1N30"4209"E op 5.0 20 LF 8 DI SS from I m I I t i' l'/r l'lI I ( ' i 1 1 I I I I I LOT 3!u� t i t 1 1 1 ///1 I I ICL Inv. 0.06 1 below water main. . ' i ///j I/ 11 1 I t 1 li I i fi36 li5'20�E28 I I' 1 1 1 tr 8"x6 Tee MH. Sewer mstalled \ z /G'GV i t 1 i ll 1t I I , I °I � � I t ///,/!//! I l i 1 1, , I ' ,I140 LF 8" S J h I / r / /// /i I I 1j 1 r i I 1 1 I I i 12,�t{ 42'I S ( //I } I f l l I Y I
j IR 1 1 @0.40% 5MH #4 ' — a I 1 �1 II it 1
1 1 I LF 8" S ' i i I r/ 1' t/ j — 2, J �4' i ' I III of S able atura
T 6.3 ° @0.40% i i +i fill
I'I' / 1 2' f _ i ��—I it i i i i Verde Ion sueyec) on
i lI 1 1 !_ I I 6
/ I I 41nv. 0.70 N 18 4235" W b �' SSMH #5 /I 1 /I '! r 'lt aJ --/ t� 1 I I i I ] I i by
11 r l k Q, �.1 f1 pa r Asr 54 a� It Inc.
Entran or I i' ' I �'pp�� 305c�0' �20 fp C II Pi�J hii i 1 cn I I I 1 fi 'I
1 !. Top 9.5 it I, I I I M/ 1 i I I I I I I
1 EIR / ( detail. 1 1 1 i �1 , t� + 1
1J 1 11 I I 1 I �
Ln
i I 11 I II I m Inv. I. r6 11 '/ l a, Fias �C 1 1 1 I 11 I I �1 i i PORTION OF I -
U') t1 // Iit r ig i i \ d .t i I I cn
Ven o Elev. 10.0 % I 1 '� 1� 1 1 t �� � I � , I I 1
/ I 1 / 1 0 / / I — 11 ►� I I It It\ , i it 1 '1
"� y! 111�1 f,l ! 11 r L i 1 .58' I I I �I t t I I 1 I Ex15t)ng Dine gro55 er it o
N 69°26'42' E 52.34' _ _
1 , _ y , l MBL U I tIi t i l l I I tol remain
j , 1 ���� L `
�53.81' I it i
FH Install 40 LF 6" �� �•` ` 1 I I I N3G�I 5'20�W I
' /�\ n t L�9.73' t r �!// //!/ i i a 5 ry
1 y 1 rt II I , S 27.63
I 8" x6" Tee water Vom tap to / /! I t
COA5TAL-
VEGETATION
LINE
N 73°23105' E 106.75'—
I
BLAND SUBDIVISION
/EI i 1 i 8"Tee " /' \ % \` 5 �` \\ 1itl tl 1 9 E 1 - 1 li I I I II t�b1¢eq I
8•x6• 6 GV plu pR block. Route , ! I I onbtructl i I 1 �1
i Reducer / ter over 8' S5 I \ �+ I �� \ I I / 2 1 1 I I 1 11 I J
11 I I/ 6' GV i 8" GV I t '1�� I ��� `�t X I 11 316°.I 52 i I I i ii i li I I i I i ,
6" Plug \tt � pnd of street I I I I iOMviON AREA
i 75'AF
RESERVED BY
nd OWNER
Bei'
I j � 404
1 WETLAND5 it 8" Water 1
jI I
l UNE ,
8"-22 1/2° Bend
/
'sM I
N 3 2'34' W 537.77'
' 2 i 4 I I 8'PT2' I I 15 (
I I i
2' DO
41 i i i 42 ! i 43 141t 145
GRACE'S HAVEN
SUBDIVISION —
M.B. 7, PG. 17
_I
EXISTING
R-5 ZONE
REV. I 1 / 14/01-JJ5-ADDED MINOR STRUCTURE 5ETBACK
46 i
—
lent. I 1 t I
I I I 1 t
I it I I New frlvate Crossov ,
if 11 1 1 I IIN30i1 5'20"YW 'I II
t3E1 ` v It I' v N..11 i i
tl T
I I I _—
3- Typ•w I O' MBL I 25' 1 I
3 � r+! I�t 91 I 1 I
1 t i I r � t .30. iv . ,�
1 anderLG
F 811 1
N It°42'5 1r tit tl� tit t ti I It llrt fa = "- i o� ' i o� �I PpRTIIiON Oft III7.83� t, t t I I i t A 1 m n �P
�I v v, \t \i I�,� 1Ar 1 �7� I I �v Willi —I II 9 L�
U7 i , h I�1C 11 i \ I I ,. i� n_,o 0j11I�I Ili I v
\ \ T) 11
162 2' 60.00' l Il 11 i l i l 119.66' I 1 I I
t E M' If
N 7°00 I . 6' I I I I
16 7 I I2110 151 1 (llii 1 I 1 I
5 1 9 10 1 1 I BENCHM_A_RK — E .Aggregate
I I I TBM "ANCHOR" if22 3d50C Mcienin �. ( l i i III I I I I I =
ELEV. I I .63 \_ x x IIII I I III I I I I I �I
X I IIII
' 47
- I \ ( m{ ri ITI I i Z — r- — rt — -
�
I ' 3 L I I I I I I l 1 I
— — — — — — — — -- — — — — — — — — v c� �o I ' l
255' OCEAN HAZARD AEC ° I I ! 1 IIII I I It
I, I GRACE BLAND CRUTCHFIELD
— HEIRS SUBDIVISION — 21 1
M.B. 5, PG. 66 GO' MINOR
PP I 5RE SETBAC—
I------------------ ---
I I I
I I I I
20 if
I ► I i
i
— — — — — — — — — — — — — — —
i
Crutchfield Ave.
-----------------� i
I I
I
FIELD BOOK: Bland Shores, Nci. 9
DI5K NAME: ACAD 5988
FILENAME: Blndsh_Cpp.dwg ZLF/JJ5
JOB NO.: C000614-2542
LEGEND
EIR - Existing Iron Rod
ECM - Ext5ting Concrete Monument
- Centerline
55MH - Sanitary Sewer Manhole
EMH - Exi5tmg Manhole
55 - Sanitary Sewer
LF - Linear Feet
GV - Gate Valve
PT - Plug Tapped
PP - Power Pole
S.T. - 10' x 70' 51cjht Triangle
MHWL - Mean High Water Line
P.O.T. - Point of Tangency
P.O.C. - Point of Curvature
- Street Light
O- Lot Number
1 1 - Adjoining Lot Number
------4------- - Ext5ting Contour
-- Flood Llne
— — — — — - Wetlands Line
- - - Cama Line
— — — — - Mean High Water Line
Sewage Force Main
ohp - Overhead Powerline
♦� - Traffic Flow Arrow
TRACT DATA
TOTAL ACREAGE
Sheet 1 of 2
ACREAGE IN COMMON
AREAS
NUMBER OF LOTS
MINIMUM LOT 51ZE
PROPOSED U5E
L.F. OF STREET
5EWER
WATER
EXISTING ZONE
5ETBACK5
FRONT YARD
51DE YARD
51DE STREET
REAR YARD
ATLANTIC OCEAN �.
`� -^— TOPSAIL 50U N D
VICINITY SKETCH
Scale: 1 "=400'
- 4.8G AC. (TO MEAN HIGH WATER LINE)
(EXCLUDING N.C. HIGHWAY 50 R/W)
- 4.60 AC. (TO SURVEY LINE)
(EXCLUDING N.C. HIGHWAY 50 R/W)
-0
-3
- 5,000 5F
- 51NGLE FAMILY
- 201 L.F. (4595 5F)
- SURF CITY
- SURF CITY
- K-5
- 151
- 7.5'
- 10,
- 20'
Notes:
I . Flood line5 scaled from the following
FEMA Maps: CPN 37018G 0008D
Town of Surf City with effective date
January 2 1, 1995 * Map Index dated
January 22, 1996.
2. 10' access easement 15 reserved within
new lots on this plat along the right-of-way
of Cleander Court.
3. Boundary and topo taken from a survey
by Quadrant Surveying, Inc. P.A. in
July 2000.
PRINTED 1 --�
PARKER & ASSOCIATES I C
CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNER&
P. O. BOX 976 JACKSONVILLE NC 28541-Q87QL
CAMA PERMIT WORK PLAN
BLAND SHORES
SURF CITY TWP., PENDER CO., NORTH CAROLINA
OWNER:_ DR. FRED B. LOPP, DDS
530 NORTH ELAM AVENUE
GREEN515OR0, NORTH CAROLINA 27403
(33G) 652-9590
DATE: 12/ 18/00 GRAPHIC SCALE_ I *4Q'
O 40 80 120
SCALE: 1 "=40' FEET
Parker & Associates, Inc. plug Hori��e
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

Cl)
D
0
N
m
m
Q
z
Ewst. 255' OCEAN
FrTap G" SFM HAZARD AEC
8" GV
' FH O o e �
��I 3 ij3c7r1 `� ' 8"x6' Tee 1 x 7.23 A
PORTION OF enxistin (0 o v I� M I m �\ G" GV >« 5.6 x x 8.03
LOT I I pavement m i 3 - ( g
3 N 18°42'3 " W - o
elevat�n cn a i to 1-A L=30.96' ` rn RE5ER
15.5+ I N PF� v 1 O' MBL - _ �19.82 - -x 38 17.83' OW
� -- x 5.58
N 98.6
L =7 `1
8' al"ap x �� 8" Water2' 5.70 55MH #4
New Private Cro551r--L,..- 8" GV - -� - - - -. _ Top 6.3
�"' '- 6" FH
End of street CL Inv. 0.70
_ >q 7.03 1 pavement. 5" GV
COMMON AREA F 16. I �� �53_6° i 5'20"E � I •8 97 i� 8.72 8" x6" Tee
.44 Ac 20.R33 `A , 00 �� - o
to 112
Existing Dune Crossover stru o C 27.23 x 21 �08 x 19.91 IK .77I ��`4.92 X 51 X 4.96 Install 40 LF 6"
- S 3, L-9.73' 1 POT - 2+ 12.33 ater from tap to
1 97.07' � = 1 +47.65 / L =53.8 1, �plug t block. Route
- -1- - - - �`rf 6.18 water over 8" 55
lK 9.07 pt 18.80 .,1 , 10' M L _ ��
PORTION OF 1 19.40 0 . _ =3 96' ix 22.53 � "
�� SS .�......�._ _ _ ...
LOT 2 t i x 0.07 I , 20"xJO"IK 18.0
I j • 13 5i n r5mt.
x I 0 .
I.0J Sheet ] 55MH #5 MH Ven 1 N 8°42'35" W
-_
First Line of Stable Natural In of 5 for VI (D op 5.93
Vegetation surveyed on A 8.7 o f 9.5 �' w I
i ECG en ance details. I (I Inv. 1.10 O p I 100 LF 8" 5
September 5, 2001 by �p _ ,
N w @0.40go
Parker 4 Associates, Inc. iC 4.85
25.41 536° 15'20"E
�i x 24.99 16.9.74' I 140 LF 8" 5
I ! I It : I // 1 Q0.40%
lK 5.37
PORTION OF G MINORI ii ( 9)27.53 Ix 4'91 20 LF 8" DI 55 from
LOT 3 sT ucru o I O Z ♦� MH.el Sewer r main. 55MH #3
` ` below water main. op 5.0
I 5 13 CK X I �.17 I I i 1 E" W `n `SS 7�c 4.14 Ck Inv. 0.06
I ZON
ZONE VE VE � I � � P . 9 Ln x 5.33 RESERVED BY
--
(EL. 5) - ZONE X ' - ` 1 14 LF 8" ss
3 `a I tl 4 �2 ZONE AE m OWNER @0.40%
ZONE AE , 1
Ex. A,3gregExist. ate G, SFM (EL. 13)
Roadside widening
8" Water
5 -45° Bend
3Y
Reducer
5"x6" Tee
8tl Tee 3.84
��
G" GV
G" Plu
61 GV
8 GV
i
s.w
�3
�9
1
Aine "A"
x 3.73
0 4.21
--� 55MH # I
Top 5.0
�.
CL Inv. (-)0.50
25 Leg -b 4
55MH #2 I
Top 5.0
EMH
l
im 5.03
RICHARD D. GOFF CLInv. (-)0.40
nv. In -O.G2
-1 WIFE NANCY E. GOFF- J
Inv. Out -0.G8
D.B. 514, PG. 55 EXISTING
Connect new sewer
PUMP 5TATION
M.B. 25, PG. 50
-----------
to existing manhole
@ Inv. (-) 0. GO
------------
25 LF 8" .40%
CT:EANDER COURT
45" R/W
LEGEND
FIR - Ex15tincj Iron Rod
ECM - Existing Concrete Monument
Q - Centerline
55MH - 5anitary Sewer Manhole
EMH - Existing Manhole
55 - Sanitary Sewer
LF - Linear Feet
GV - Gate Valve
PT - Plug Tapped
PP - Power Pole
5.T. - 10' X70' Sight Triangle
MHWL - Mean High Water Line
P.O.T. - Point of Tangency
P.O.C. - Point of Curvature
- Street Light
(D- Lot Number
r 1 - Adjoining Lot Number
------ 4------- Existing Contour
- - - Flood LI ne
- - - - - - Wetlands Line
- - - Cama Line
- - - - - Mean High Water Line
•. - Sewage Force Main
ohp - Overhead Powerline
Line "A"
+
�W
c6
o
0
°- + +
-
----
cD
+
N
M
O
N
Q
m
m
mO
�?
-
+
-�
- --
+
+
m
p
* +
4-1
+
LU
>
s
li
> ] ¢i
4�
u
�,
to t
-, s
in
in
c!
uw
c~n u�
u l a;
w c
w >
cn (
k a-
Z°
cn c~n
►°
s t)
F°-
>
u) c) I°
13 c~n
C2 2 in
� � (f)
cn
�
1°
Un c
I°
Y
-
---
-- ---------------------
li
I 25 LF
25 LF
1
@
10.40°k 1 14 LF
Ex. 6" SFM 1
Ex.8" Water 1
LGil
i t
1
I�
End of pavement.
NOTE:
Contractor
shall plant American
N U
O
-
3: t Fill Slope
O
stabllize.
'
`
c
c
U
----------------------
---- - -
- -
0 ..
..
O
uw
>
tL _
>
c
G' Water
0+00 _ I +00
COURT & LINE A
-
---01OLEANDER
.:
e•e`®°cel,r"
OWNER:
p.
m'�Q •°...°.+y
--
`° ', •
MH. Sewer
-below
installed
I water maic),
CAMA PERMIT WORK PLAN
BLAND SHORES
DR. FRED B. LOPP, DDS
530 NORTH SLAM AVENUE
„'a`+"�����
= .,
o
o
_.
a0
<D
_
GRFEN515,01RO, NORTH CAROLINA 27403
(336) 852-9`_�90
s, "°a�,"':�•'`�`? ,`
X X
w
>
>
SURF CITY TWP., FENDER CO., NORTH CAROLINA
°'� R. fti'1�1 0"
-
O+OOW I +00 2+00 3+00 4+00 5+00
�3& "►t r4
Parker & Associates, Inc.
Aori
SHEET NO.
-
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976
� ivB
p �
2 O f - -
- 306 New Bridge Street
D15K Acad 5988
Jacksonville, North Carolina - 28541-0976
W.
-
Phone [phone] - Fax [phone]
FILENAMEBndShr CP2.dw,
REV. I 1 / 14/01-JJ5-ADDED MINOR STRUCTURE 5ET13ACK - -
DATE I 2-/18/00
SCALE Vertical
"=40'
DRAWN zLF/1j_ TDIf5lGNED
G
JOB N00000614-2842
r
Horizontal I