20011720 Ver 1_COMPLETE FILE_20011126

LEGEND EIR - Existing Iron Rod ATLANTIC OCEAN
ECM - Existing Concrete Monument
~ -Centerline S,M~~STo
ucixrczio N.C.11WY50 55MH -Sanitary Sewer Manhole
EMH - Exlsbng Manhole ~ ~
SS - Sarntary Sewer a < o 0
LF -Linear Feet Z
GV -Gate Valve ~
M ~ ~ PT -Plug Tapped ~
AF q~ _ _ . Ratio PP -Power Pole SITE
6 MTh , ~ S.T. - 10' x 70' Sight Triangle
AC • S~ MHWL -Mean High Water Une
P.O.T. -Point of Tangency
P.O.C. -Point of Curvature - Street Light TOPSAIL SOUND
I 1 -Lot Number
VICINITY SKETCH I
I i 1 ~ - Adjoining Lot Number Scale: I "=400'
I ------4------- ExlStm Contour 9
------J - - - --Flood line
- ~ - - ~ - - -Wetlands Lme
Bland Drive id Dr1Ve - - - Cama Lme
- - - --Mean Hlgh Water Line
- - - - - - - -Sewage Force Maln
--ohp -Overhead Powerllne
I -Traffic Flow Arrow
I ~ TRACT DATA
TOTAI ACREAGE - 4.86 AG. (TO MEAN HIGH WATER LINE)
I I (EXCLUDING N.C. HIGHWAY 50 RNV)
-BLAND SUBDIVISION- - 4.80 AC. (TO SURVEY LINE)
I M.B. 22, PG. 37 ~ {EXCLUDING N.C. HIGHWAY 50 R/W) ACREAGE IN COMMON
BLAND SUBDIVISION_ I 1 AREAS - 0
I M.B. 22, PG. 37 I ~ ~ I EXISTING - I I R- I 0 ZONE I I ( ~ 1 NUMBER OF LOTS - 3
I m I I I i I MINIMUM LOT SIZE - 5,000 SF PPI PROPOSED USE -SINGLE FAMILY
~ w ' 4, r I ' 1, I ~6, I I ~ I ' 3 1 .2' ~ ~
- ~ I I I ~ ~ ~ L.F. OF STREET - 201 L.F. 4895 SF FLOOD LINE { )
I I I I I I I mp ~ SEWER -SURF CITY ~ WATER -SURF CITY
I .4 I I I I i I EXISTING ZONE - R-5 T
-~--------------~----------L----------I-- rl new sewer ~ EXISTING -
~I I to ex~sbng nunhole I PUMP STATION Q QI
3 gl I Inv 0.60 I I M.B. 25, PG. 50 RJCHARD D. GOFF I SETBACKS DNE X I ZONE AE ZONE VE ZONE VE ZONE VE ZONE VE FRONT YARD - 15'
W ~i ~i EMH I -E WIFE NANCY E. GOFF- ZONE AE ZONE X ZONE X Q OI = I I Pom 5.03 H # El.. w g D.B. 514, PG. 55 ~ 9) (EL. 13) (EL. 15) (EL. 16) (EL. 17) (EL. 19) SIDE YARD - 7.5'
3 ~1 I I I Inv. In -0.62 I ~ Top 5.0 - - I WI I Inv. Out -0.68 1 I I I J ~ Inv. (-X).40 SIDE STREET - 10'
I REAR YARD - 20'
j 7 I 536°16'10'E512.61' S ' , I +i i
r , MH I 1 r 11 r;. 73.00' 1~ 1 R i- - 1 ~ r , Top 5.0 ~ ~ ~ ~ ~ ~ r r + ~ I., ~ I rn
1 N 85°08'29' E 62.15' ' ~~404 ~ Inv. (-X).50 a} ~ ~ I i ~ / Ili II 1\ I ~ / x x._ I I I r v II III
{1 ' WETLANDS I I I I~ t I , ; ~ 111 I I ° ~ I R`OY~J. KXOTJ I ~f ' I I I I ' ' r III u~1 ~ WI~E E 6SR . KN Kl(OTj' ~ < I III 1 ~ANGSR q' Iw ~ ~ ~ : 3 ~ r i Ii i I
r LINE 1 1 ~ ~ r r I I@ I 1 ~ r I r 1 ~ I r r ~ I I N W I I~ OMB r 72~( P~. 21
r 75~ ~ I I ~I i I r ~ rr ~ 11 I 111~ ~ 11 r I , 1 1 I C I ~ ~ / ~ ~ I I I~~I ~~I r I ~Ir I I lil I ! I III ~ I I\ ' ' I I III I I ~ I I Notes:
1 , ~ ~ , ~ I `a6 I '2 10$. ' + ~I r + I I I I I - 10$. ~ I I III j 36°15'P "E 1180.6 ' I ' , I .Flood fines scaled from the followin
IEIR (I r ~_4 114LF8'SS ~ ~ ~ , I I . I t A I I , I I1 ~ r ®0.4096 ~I i t I I I 1 I I l I I' ~ I ~ . ~ ~ ~ r-}t 9 I~ _!I ~i 60.01' I III f.l r I r r I I 1120.9 I 1 I FEMA Maps: CPN 370186 0008D
~ ~ 11 I RESERVED BY / ' 111 ~ 1~ I ~ 111111 1 rr.'~I 1 1~ ~ + I I° III _ J U IIII f I I + t r r/. ~ ~ I + 60' M R I r 7T --r"-"~--~--',`- r° Town of Surf City with effective date
I II COASTAL OWNER ~w i 11111 ~11~11 I ICI I <<i IA 1 I 1 1 1 VEGETATION / ~ 6 b r 1 1 1 X 1 1 1 I I ri, / ~ +I I r~ r / I pP + 9TRU ~ I ~t i I r I ~ c~l U LIC AGGESS,I EAS~ME T I r r/ I i K I o~(~ o w ~ I January 2 1, 1998 4 Map Index dated
y I 11 , ~ I ~ r III Ilrhrr I ~ H ~ II 7. ~ ~ ~ 11 1 " 11~ 1 rrri~y4r'r ,I, ~ q + SET I ~ tv I r I. C' I 1 11- ~ I ut rr q'~~~r , + +I I I I+ o,, I I r r l I I I I I I I i i I ~ January 22, 1998.
1~? N 43°24'00' E 62.2 ' I ~ 1 1 LINE 1 ~ I , u" ~ 11 1 I ~ I N r r~ I r`Y~ir + I I I I II Ilrll IIII pOR~'IONIOF I I r ~ , I + + + ~ ~ I I III .I I I I I 2. 10' access easement Is reserved within
N30'42'09'E I I ' op 5.0 20 if 8' DI 5S irom i~ 1~ 1 1~ , 1 I ~ I Irrrt rrl ri ~ ~ II Q Q'i 2B. I I' ~ i I a 8k6' Tu Inv. 0.06 MH. Sewer installed ~ ~ i r 1111 11 ~ ~ ~ rl rrrr, r~~ r r~ 1 rrrr'r ~ t I I i i r ~ I - r ~ l i i I I ~ LCR 3 i ~ I r I ~ I I I I I new lots on this lat alon the rl ht-of-wa l ~lr ! ! I 1 1 I I ~ I I I I I III I I ° I I I p g g Y
I I 6" GV I below water mam. ,r ~ I 1 I I r rr rrh rrrr I ~ r 1 , zw r- G"; I il. I ; I ~ o- I ; /r 11 rrrr1rrr~/rt ~ -26' ~ Iy 26" I I ~ 1, i , III I I 1 I I b36 U520?E I of Oleander Court.
I I I / 140 LF 8 5 ~ I , S / ~ / 25 Q Qi 1 IR I / I 0.4096 ~ 5 I j l l 1 I I I III I III I 1120.42' j I 2 / 1 ~ I IrII I I I I 3. Boundary and topo taken from a survey I
I r. I ; I MHI4 I Lf8' I, r IIIIir •--_-2 2 t84' I I I i l I I 1 1 of 5 able atura 1 b Quadrant Surv In Inc. P.A, m i I I hr1 I III I Y eY g+
I I rI' I op 6.3 ~ 0.4091 ~ ii Iitl Bpi IIII IIr--_, i , Inv. 0.70 N 18°42'35` W I rl ~ II/II 1111 IIII yr i r"~--~' 2. I r I I 0 W I III I I V on survey on I I r I _ 2' tl it I I I I I I July 2000. I + •tl' I PKfy i III III her 5,1200h by I
a s 1 ~ r I r ..L. 5.93' N- HIS h~ of 5 or i i l I I I I I~ r l 2 Qi I I t. r I r I I ~ op 9.5 ' fntr u r I Iii v4 / O6c20''~ 21 ~I r r 2 k~M III III F r ~~,}utesllnc. I 061 2 ~ ~ W I I Uf III IIII 1 I
i IR I i° I r l I l ~~i E'+ I I r r I ; m ~ Inv. I. tb debd. r r I r l l I mo, S1 . i p / ~I .19 I ~ I i~ I li ~ I I I I I PO TION OF I II ~
v, I I r// I t I Z r I1 r IIII I j,ugr/FO C .r~ I r,r I I V EI I/ I I I I g I w/ o 1B I ~ I I I I I I U1 Fo C {~G F ~ I IH j III I I I Ili I ~ I I I-~ Z 'Oi I ~ I 148 I I 1 -ro
~V I I I I _ ~ I / I n v I I 1 III I / ti r 0 I , r - - ~ i ~ , I I' III r I~ c I L~ 1.58 ' ti l / ai IW I ~ I I j 1 I I I I ~n I + IIII Ex15 n ne rrro5s er v m ~ I' I L~ 1.58' i - t 1 ~ ~ +IIII "I 9 `ti _
N 69°26'42' E 52.34' I r' 1 , / , r~l l h l r II ' I I U I Ir r , ~ I r / - - ~ -e~ ' r I i + l I- ~ I Mf I 1 +I MBL I III + ~h n I I I I tolremain II I--~--~ i I 1' I I I I
1 1 ~ ~ I r, r ~ Qi I ~ I ~ ~ I L 53.81',' I Illlr ~~~rl I 1 (Z'y 1 ~ I , s,. k 6 FH Install 40 lF 6' _ ~ I ~ ~ ~ ~ ~ I r I ~ ~ + I I Il I I ~ ~ ~ 1 I I II I N36~15'20'~N I
~ ' ~ I ~ 8' x6"Tee wattr to to / ~ • u~ r I L~9.73' 1 I r rr rr ~ X277.63 lr I I I I ro ~ 1 I~. I N
I I r 4~ p / _ ~ ~ ` ` I rl r, rl li I ~ i ~ S~ ~e, I EI i ' 8'x6" 6' GV pluc~pF block. Route I~ ~ - _ • ~ I I ~ ~ IIII 11 I ~ 9 l 8'Tu / i ~ ~ ~ + X19 I I I I I I bi a I I cp ~ 11 IIII I ~tructiq j I v
N ~ I , Reducer ; GV rover 8 SS 11 I ~ , ~I ` I I ' 2 I r ~ ~ ~ I 6 GV ~ I 1 End of street I I ~ X I I I s~, 1'5'2 I. I . 2 I I I - I I III j l I li II I I~. J I I I 11' I I IIII I I kn -
I ~ I ' 6'PI ~ I I ~ r 6 ( ~ I• I 11 u9 1 1 / avement. I I I I ~ I 16. I + 1 I ~OM~ION AREA z ~ I I I I I
I I I 111 Il 1 1 I I I I I 'r I 1 ~ 1 1~ I I I I ~ ' I III t I New f~rwate CroSSOV
1 ~ III ' / ~ ~ ~ ~ ~ ~ I r ~ I I 1 ater tr4et i n tract I n \ 1 l i I °I ~ I I I I p. I I I I i 1 1 1 ~J36 II 5 20"W I I.
COASTAL I I' I 7$ AfC I ~ i' ~ i ~ ~ •138' I ~ r,1 1 ~ III ,I / ~ I ~ ~ I 1 ~ ~l ,l I1 ~ I ' I' 3~T ~ I 3' T. I ~ I I I I I I I .25' I I
VEGETATION ~ I I , r r ~ ~ ~ Irt - - r ~ ~ I - Yp• ~ 10_MJ r , r RESERVED BY ~ LINE II , ~ YP ~ 10_MBL - , 'I a ~ ~ ~t I I I I L 30. ro 8" G i ntl I I I I
~ ~ ' 1~~ I I `t I I I' I~ ~t ,T - - L 30. N 73.23'05' E 106.75' I I , OWNER to ~ , ~ ~ ~ ~ ~ ~ 1 ander ~ _ Eder F . N + I I I I I I I I I I
J ~ ~ 8-45° Bend m N ~ 42'5 `~J ~ I~ ~ ~ I ~ III r'~_ ! T'~404 ~i ~ 117.83` ~ ~ ~ ~ I 1 I I11 urt ra_ ~ _ ~ 0+ i I I I .rt r~'- t I I I m - P RT N 0~ all ~ p ~
I I I r I I I I~,`JI~IIII rr f WETLANDS I 8 Water / I I ~ I I I I I 4 ~ I I 11 I r rll r i ~ I II IIII ~t W r 1 I 1 - ro III -I I c9 a ~ to ' W 4 1~ I ~ I ~ No olI I IhI i; I I L(D~ I I 1
1 ~I I UNE I I r / ; ~ - ~'I VIII ~ ~ r r r r l I I I I I rr 1 s t - IIII II I 1 I I ~ I ,I1 1 ~~~a II - ~ JI IIII IIj I I I I I II r l cp IIII I ~ I II IIII Ili I I I I 1
! I ~ 8-22 112` u~nd r ~ r i' ; • • ~ I 1111 1 ~ ~ ~ I I cp ~ r . r ~ , ~ IIII ~ p 1 / ; • I I r r / ~ IIII ~ ~ ~ ~ 3 ~ ~3 - I I Il I I f IIII IIII I I 1 1 I
y~l I II i Ir r , r,~I~ I II1 11 ~ ~ ~ ~ ~ QQ~ ; I I ,I ~ 62 2'/ , 1 1111 ~ r ~ i 1 II IIII II I I I I I I ~ ~ 2' 1 1 60.00' I I I d I I I l i I 1119.66' I I I ~ i-- I 1 ~ I
~~~I E~ I r I I I E M', I 20 ti ! , ~4' W 537.7T 6 I , Ili ~ I 20 ~ i r. N I 6' I I I I I i i IIII IIII I I I I I
~ °r ' s a 'GV I 15 I I I ~ 8 y , I, l0 15 3 I I I to l to t VIII II I I I I I I °I' 1 IIII II I1 1 ~ I I
0l I 2 ~ I 8` PT 2' I I I I I I I BENCHMARK A99' Aggregate 1111 1 1111 I I ~ I I I
2 BC I I I ( I I I TBM ANCHOR" r 22 r adsid I I ELEV. 11.63 ~ 1 ~ si e Wi emn 1 1 1 1 1 1 1 I I 22 , add Q I III1 I l II I I 1 I t~ ( ~ / ~I ~ x 1111 1 I 111 I I I I ~I
k x I 111 1 IIII I 1 I ~ II I i v m ~-,1,111 III I r-'t-1
r r 41 ~ ' 42 43 , ~ 41 , ~ 45 I ~ 46 , ~ 47 , ~ 8 , , I I , Ql CAI ~ ~ I ~ fTl T I I r - - ' 1 I I I I I I I 1
I I I I I I I I I T~ .a ~ I YIII IIII I I i I ~ 3 11 1 I
O I ( ( ( I I I I 255' OCEAN HAZ RD P 'OCEAN HAZ RD AEC ~ , I I I IIII i I I II
I I I i I I
I I I I I I, I GRACE BIAND 0 I I GRACE'S HAVEN _ I ~ ~ I ~ ~ r. P . I RIN . , i TED ~ I -a ~ - ~ I ~ ~
I - HEIRS SUS ~ 21 I - SUBDIVISION - _ . M.B.,: , 1 1 60' MINOR n,~RKF.R & ASSOCIATES INC
M.B. 7, PG. 17 I - I PP STRUCTURE ( Cu1vSULTING ENGINEERS LAND SURVEYORS LAND ALANivEAQ
EXISTING SETBACK P. 0, B08 878 JACKSONVILLE NC 28541.0976
R-5 ZONE I I I
I
( I I I
I ( X20, 20 , I
I i
I j
SURF CITY TWP., PENDER CO., NORTH CAROLINA
Crutchfield Avg field Ave. I 1 owNER: DR. FRED B. LOPP DDS
- - - - - - - - -1 ( ~,,,=Y,, 530 NORTH SLAM AVENUE 1 I t°'~~~ i,Wn~i./ GREENSBORO, NORTH CAROLINA 27403
~r .o 1 I p ~.."'SSIQ ~ [phone]
. ~ ; ~E .~o ~ ~ ;
h ,
I 1 ~ S~ , : s ~ . T~ , „ , , „ GRAPHIC SCALE: I ~;c40'
r
0 40 60 120
0 0 SCALE. I _40
Cu CU
m I I
v 0 Parker & Associates Inc. $or, Consulting Engineers - Land Surveyors - Land Plannerq
FIELD BOOK: Bland 5hore5, Fg. 9 D15K NAME: ACRD 5988 P.O. Box 976 - 306 New Bridge Street
REV. 11/ 14/01-JJ5-ADDED MINOR STRUCTURE SETBACK FILENAME: 131nd5h Cpp.dwg ZLFJJJS Sheet of 2 Jacksonville, North Carolina - 28541-0976
JOB NO.: Coons I4-2842 - - Phone [phone] - Fax [phone]
T -

A~'~ F~ ti0
~e ~r
[xi5t 255' OCEAN 8" ap 6"5FM HAZARD AEC •~,h • AG
8" GV S9
I ~ rn I ~ I 6' Fry ~ o N 0'r ' " rn m w
PORTION OF Ma ~o ~ ~ ~ J 8x6' Tee x 7 23 I rv a exisp w o < I nn m ~ 6" GV x 5.6 x x 8.03 b w 8" Water
LOT i pavem nt s ~ I ~ ~ I ro cn eleva m ~ I ~ ~1•~ ~ L-30.96' N I8°42'3 ' W Q 8"-45° Bend
i 5.5+ R ~ N ~ I x •38 17.b3' RESERVED BY ° ~ a M~ _ _ ,~1Q 8? _ _ _ _ OWNER
98.6 ' ~ ~ ~I x 5.58
8' Tap ~ ~ 8' Water ~ 5.70 SSMry ~Y4 ~ " • x ~ 6.3 ~ New Private Cros r g GV - - - - - - ~ of " 8"x6°
6" Fry 8"x6 COMMON AREA ~ I ~ ` 97 End of street ~ Inv. 0.70 Reducer
X53_6 15 20'E ~ x 7.03 avement. x 8.72 8" x6' Tee 6' G~ .44 x 20.33 `I,+ ~ - - I p 6" GV 8'x6" Tee 8" Tee ~ 6' Pli ~ ~ 00 ? ~ ~ 3.84 ~ ~ 6' GV 4 ~ 6` Plu LEGEND
onstruc t 2 \ 0 6" GV 8" GV x21.8 x19.91 / x4.92 " Existing Dune Crossover CI 1 27 23 ~ x .77 x .51 x 4.96 (stall ~ LF 6 x 3.73 EIR - Existing Iron Rod
_ ~ • 5 L-9.73' \ ~ ~ater from t, to ~ ECM - Existing Concrete Monument
I POT = 2+ 12.33 ~ p 1. 1 I I = I +47.65 l =5 \ pl t block. Route 55 I Z I 97.07 ~ 3. g l~ ~ u9 ~ -Centerline
x9.07 ~ ~ B - - --y------ - 6.18 water over8"SS I~ 18.80 10' M l I - SSMH - Sanitary Sewer Manhole
I 19.40 6 n x PORTION OF o . _ ~ 3 96' 1 22 53 4s ~ _ - EMH - Existing Manhole
LOT 2 x o.07 . - I tax x 1f3.o s I I •13 S n smt. ~1~ I SS -Sanitary Sewer
oxl I • M"'1 I I t1.07~ ~ Sheet flu`-~ 5Mry N5 MH Ve N 18°42'35" W ,y first lJne of Stable Natural LF -Linear Feet
7 m of 5 for U, 2 ~ 5.93' Vegetation surveyed on P 8 ~ - I~ op 9.5 cn w I GV -Gate Valve
Se tuber 5 2001 I xj iu E ~ en ante details. 1 ~ Inv. I . I 0 ~ ~ 100 LF 8' S ~ ~ ~ F~ - I N w l 0.4096 PT -Plug Tapped
Parker t Assocutes, Inc. I ~ I _ ~ ~ _ ~ I C~ I I I ~ ix 25.41 536° 15'20'E 4 x 4.85 PP -Power Pole
_ ~ ~ x 4 169.74' " 2 .99 140 LF 8 S S.T. - 10'X70' Sight Triangle
v MHWL -Mean High Water Line
V1 II - I v I x 5.37 0.4096 I h ~ xl 27.53 Ix 4.91 20 LF 8" DI SS from +,T P.O.T. -Point of Tangency
PORTION OF I 6 MINOR - I T 5T UCTU o ~ I 3 ~ ~ ~ Mry. Sewer installed ry ~ '~9 LO 3 , w ~ ~ below water main. op 5.0 P.O.C. -Point of Curvature - Street Light
5 BACK k 0 I , ~ SS Inv. 0.06
ZON VE _ " ~ ~.17 1 E" w x 4.i4 CL ZONE VE ~ I v ~ m 17.491 I N % 1 -Lot Number
(EL. 5) No ; ~ ~ P ~ 1 ZONE X ' ~ x 5.33 RESERVED BY 114 LF 8' SS (EL. 16) - 3 v u ~ ~ , t ZONE AE ~ OWNER l[ 4.21
p ~ ~ ~ ?2.23 X0.40% Line A I ~ }I ~t.ot ~ ~ EL. 9 I I ( ) r ~ ~ - Ad~oming Lot Number
ZONE AE I F~~sr. ~ ------4------ - Existing Contour
r. n.~.,~,.,,~. (EL. 13) Koacl~ide W~uen~rr ~ ~r M - - i luuc~ Lluc
- - - - - -Wetlands Lme
- - - Cama Llne
- - - --Mean High Water one SSMti ~ I ~ - Sewa e Force
Top 5.0 g Mam ~ Inv. (-x.50 -ohp -Overhead Powerhne
6'
SMI1 N2 ~ x Top 5.0 ~ EMYi EMYi
1~- Rim 5.03 RICt1ARD D. GOFF ~ Inv. (-)0.40 Inv. In -0.62 Rim 5.03 Inv. In -0.62
-1 WIFE NANCY E. GOFF- ~ Inv. Out -0.68 D.B. _5__1.4_ , PG. 55 EXISTING I ~ onnect new sewer Inv. Out -0.68
~nect new sewer ;xisting manhole
I PUMP STATION to existing manhole M.B. 25, PG. 50 ~ Inv. 0.60 ~ _ nv. 0.60
L 8' .4 L 8' .4
ff N
lne
77
~
1
_ N
- _ ~ ~
_ -,w - dC
~ O 0
u
o-
-w _ _ _ ~ o r ~ ~ ~ ~
- ~ _ - - r o In - _ t - t In ~ t ~ lD - ~k N to ~ -
m ~+m + + sin _ ~ O a~ m~+
~ to ~ lIl ~ ~ ~ N L Vl • ~ ~ ~ .
I- _ F- i I- c U F- - > J 4 F- cn w~~ ~ w ~ w 3> N cn I- a. w z 3 N N I-° 3~ n° 3 ~ ~ 0 F- _ H ~ H p ~ 0 ~ tnNl- u'~N oC ~N ~ ~ N ~ 3 N~ ~
~ _ _
' I - ~ ;
~ - - Ii
~ / I T _ 1125 LF 25 LF
I ~i I j
1 I 10.40% 1 14 L -
Ex. 6" SFM 1111
_ I t L
- I _ _ _ ~
Ex. 8' Wate ~ ' I - _ _
_ 1 i . nt. t
NOTE: - t
Contractor shall plant Arllel ~r I
t-51a~' cam. -T . _ \ ~ 3~ I fill Slope
N~ ~ . v
StabIIlZe. ~ O ~ C
v 7 > t ~
~ ~ V ~ ~ ~
Y ~ ~ ^ 0 x_ _XX
W W (L < < C
6' Water O+OO I+00
~ 140 LF 8" SS 0 4
- 096 --i.
~e`'~~~csueca, a;~aIOY C~Ruc~(~ p;
" OWNER: a~,. `i°°aaaa°,aa r~
Mry. Sewer installed
w ~ ~ p CAMA PERMIT WORK PLAN a4 DR. FRED B. LOPP DDS = ~
10 O O ~ f ~ ~ rl OAS 530 NORTH SLAM AVENUE 4 ~ 2 : ,
iq iD - 0 0 GREENSBORO, NORTH CAROLINA 27403 : a(,t~'~'~``.:`
m A ~ ` ` c v_"I ~C. a° a
u7 u7 ~ c ~ [phone]
0+00 1+00 2+00 3+00 4+00 5+00 SURF CITY TWP., PENDER CO. NORTH CAROLINA
CD 5+00 0 „SHEET NO.
Parker Associates, Inc. aori
m Consulting Engineers - Land Surveyors - Land Planners _ 2 of _
ni 0 P.O. Box 978 - 308 New Bridge Street
Jacksonville North Carolina - 28541-0978 Phone [phone] - Fax (910) [phone] FILENAMEBInd Shr CP2.dw
REV. I 1/ 14/01-JJ5-ADDED MINOR STRUCTURE 5ET13ACK
DATE 1211~I00 SCALE Vertical 1'=4' DRAWN ZLFIJJS DESIGNED JOB N00000614-2842 Horizontal I "=40' GPM
D