20011797 Ver 2_Site Plan_20090112

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LANDSCAPING PLAN SITE DATA ~ 1 ~ SITE
PARKING: TREE SURVEY:
REQUIRED -MINIMUM 1 SPACE PER HOUSING UNIT 10 EXISTING TREES ~ ~ ~
ON SITE PARKING - 2 PER'HOUSING UNIT 24 UNITS) TOTAL SITE PLAN; (
48 TOTAL PARKING SPACES AS SHOWN ON PLAT r ~ ~
- SINGLE FAMILY RESIDENTIAL PARKING AREA; PROPOSED BUILDING ~ ~ ~ ~ - ~ ~ ~
PROPOSED BUILDING HEIGHT - 48' AS SHOWN ON PLAT ~ aoao ~N\ ~
BUILDING MATERIAL -WOOD, METAL & CONCRETE LANDSCAPE AREA REQUIRED & PROVIDED FOR IN THE PROJECT 'j
SILT FENCES WILL BE USED TO MAINTAIN SEDIMENTATION AND EROSION
CONTROL. TYPE A (SCREEN/BUFFER -COMMERCIAL USES & ZONES) REQUIRED: N/A
FLOOD INFORMATION:
F 0 ZONE - °AE° TYPE B (SEMI-OPAQUE SCREEN -COMMERCIAL USES) LO D / j p5. ~ o~"~
COMMUNITY PANEL NUMBER - 370186 3720423400) REQUIRED: N/A D ~i5 11 ~dW
EFFECTIVE DATE -FEBRUARY 16, 2007 TYPE C (INTERIOR PLANTINGS -COMMERCIAL PARKING)
REQUIRED: N/A ~ ~ a d~ Z ~ ~paE ~ ' .
TYPED (STREET TREES -ALL DISTRICTS) ~ ~ ~ '
REQUIRED: TREES SPACED 20' ON CENTER ALONG ALL STREET Z ~ ~ ~tP~
FRONTAGES PROVIDED: SAME N\~
Q
CHECKLIST OF SITE PLAN REQUIREMENTS TYPE E (RESIDENTIAL TREE CANOPY -RESIDENTIAL USES) \Ep,S
REQUIRED: LESS THAN 10,000 Sq.Ft. 1 FRONT YARD, 1 REAR YARD ~ l ,i-
NAME ADDRESS AND TELEPHONE NUMBER OF APPLICANT OR OWNER: 10,000-15,000 Sq.Ft. 1 FRONT YARD, 2 REAR YARD 1) , RED APPLE GROUP, LLC 15,001-20,000 Sq.Ft. 2 FRONT YARD, 2 REAR YARD g ' ~ ATLANTIC OCEAN
P,O. BOX 689 PROVIDED; SAME r~
SHALLOTTE, NC 28459 910 754-7104 NUMBER OF TREES WHICH ARE PROVIDED FOR IN THE PROJECT N
10 EXISTING TREE5
ND THE COUNTY IN WHICH IT IS LOCATED; 48 NEW RESIDENTIAL CANOPY TREES 2) ADDRESS OF THE BUILDING A
PENDER COUNTY 109 STREET TREES 167 TOTAL TREES
3) THE ZONING DISTRICT IN WHICH THE SITE IS LOCATED: IRRIGATION PLAN
R-5 NONE
4) BOUNDARIES AND DIMENSIONS OF LOT TO BE BUILT ON. TOTAL AMOUNT OF INTERIOR LANDSCAPED AREA mciem ~cctce
AS SHOWN ON PLAT NONE . wy
5) NORTH ARROW; ALL LANDSCAPING SHALL COME FROM THE NORTH CAROLINA
AS SHOWN ON PLAT COOPERATIVE EXTENSION SERVICES PUBLICATION °PLANTS FOR SEASHORE
_ CONDITIONS" IN ORDER TO MAINTAIN NATIVE SPECIES TOLERANT TO 6) LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED STRUCTURE(S); COASTAL CONDITIONS.
AS SHOWN ON PLAT
7) LOCATION AND DIMENSIONS OF PROP05ED SEWAGE D15POSAL SYSTEM(S) AND EVIDENCE OF APPROVAL BY THE PENDER COUNTY BOARD OF HEALTH:
AS SHOWN ON PLAT
8) DIMENSIONS OF ALL YARD AND SETBACK REQUIREMENTS;
FRONT = 15'
REAR = 30' CAMA BUFFER
SIDE = 7,5 SIDE ABUTTING STREET = 10'
9) LOCATION OF EXISTING AND PROPOSED ROADWAYS AND DRIVEWAYS, INCLUDING
DIMENSIONS OF EACH: AS SHOWN ON PLAT
10) LOCATION AND DIMENSIONS OF INDIVIDUAL OFF-STREET PARKING SPACES: AS SHOWN ON PLAT
I CERTIFY THAT I HAVE REVIEWED THE PLAN AND THE PLAN MEETS OR EXCEEDS THE REGULATIONS AND ORDINANCES OF THE TOWN OF SURF
11) LOCATION AND DIMENSIONS OF LOADING FACILITIES: CITY, -
N/A
12) LOCATION OF EXISTING AND PROPOSED RIGHT-OF-WAYS;
A5 SHOWN ON PLAT PUBLIC WORKS DIRECTOR
13) LOCATION AND DESCRIPTION OF EASEMENTS:
AS SHOWN ON PLAT FIRE MARSHALL
14) LOCATION OF AREAS OF ENVIRONMENTAL CONCERN (AECs) AS DESIGNATED BY
THE N.C. CAMA WHICH ARE PRESENT ON OR ADJACENT TO THE SITE:
A5 SHOWN ON PLAT POLICE CHIEF
15) THE EXISTING AND/OR INTENDED USE OF PREMISES AND EACH BUILDING OR PART
OF BUILDING(S):
EXISTING -NONE PROPOSED - RESIENTIAL BUILDING INSPECTOR
16) A NOTATION IDENTIFYING THE SECTION, PARAGRAPH, AND SUBPARAGRAPH IN THE ZONING ORDINANCE THAT PERMITS THE USE;
SECTION 4.0, TABLE 4.19 TOWN PLANNER
17) THE NUMBER OF FAMILIES OR HOUSEKEEPING UNITS: 24 SITE CALCULATIONS
TOTAL ACREAGE: 8.849 ACRES
18 LOCATION AND TYPE OF SIGNS TO BE PLACED ON THE BUILDING(S) OR SITE; TOTAL ACREAGE TO BE SUBDIVIDED: 8.849 ACRES AS SHOWN ON PLAT TOTAL ACREAGE TO BE RESIDENTIAL; 4.534 ACRES
TOTAL ACREAGE TO BE NONRESIDENTIAL: 4.315 ACRES- (CONSERVATION EASEMENT & 10' PUI ;MENT & 10' PUBLIC ACCESS EASEMENT}
19) LOCATION AND DIMENSIONS OF AREAS AND CONTAINERS TO BE USED FOR REFUSE NUMBER OF LOTS: 24
AND TRASH AND SIZE AND LOCATION OF SCREENING: SIZE OF LOTS; 8133 Sq,Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REQUIRED) INDIVIDUAL OFF STREET PICK-UP SIZE OF SMALLEST LOT: 5988 Sq.Ft., (0.137 ACRES) (LOT 9) a~~
PROPOSED STREET WIDTH: 20' ASPHALT
20) LOCATION AND DIMENSIONS OF SCREENING AROUND REFUSE AND TRASH AREAS: PROPOSED RIGHT-OF-WAY WIDTH: 25' ~ INDIVIDUAL PROPOSED LENGTH OF STREET: 1200' C ~ o
W 21) LANDSCAPING PLAN:
AS SHOWN ON PLAT
22) LOCATION AND DESCRIPTION OF EXTERNAL LIGHTING TO BE INSTALLED ON THE
~ SITE;
o STREET LIGHTS AS SHOWN (ALL LIGHT PRODUCED ON-SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE SITE BY DESIGN,
~ ORIENTATION OR SHIELDING OF THE LIGHT SOURCE).
~ 3 AREA OF LOT: 2)
6,841 ACRES ABOVE NORMAL HIGH WATER, 8,849 TOTAL ACRES
0 4 LOT COVERAGE AREA OF BUILDINGS AND ACCESSORY STRUCTURES, INCLUDING 2) ( I ANY ROOFED AREA, DIVIDED BY THE AREA OF THE LOT):
~ BUILDING: 19058 Sq.Ft. / 298015 Sq.Ft
~ TOTAL: 6.4% I
25) PERMITTED LOT COVERAGE FOR R-5 ZONING DISTRICT;
40 PERCENT
i
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CU ~ ~ d~ ~ ~ ~ .,~a i" ~~d~~~~~
O ? ~ + ~
(U . ~~/I/ ` 4'py~
O ;fir I ~8 ; t ~r~, ~ ~ ~~9 ~t(,c,dU~ .~,~,f~~
\ TSB ~ ~ dAA`~.~;.. ~Pt~gr~r~~
~ , ~ PRELIMINARY PLAT FOR
`D r~nrn rrrRV~Vrnrr_ _ r.nl~rvFNTrn~rQt, C,T,nRAI, POSITIONING SYSTEMS. TT~~i UTi~IiTTI~TCrTTT A ~T T(IUCATT ~CATT TCT AI~TTI
tinl r L u v i v r u s a i. v kiZxJ J J 1 i.j 1JLXl \ L
z NG & COMPUTER MAPPING ? LAND PLANNI 5911 OLEANDER DRIVE, SUITE 201 DATE: NOVEMBER 24, 2008
202 WARLICK STREET WILMINGTON, N.C. 28403 Q 8.849 ACRE TRACT ON WALTER R. ATKINSON R( TKINSON ROAD DRAWN BY: J, N~LM5
P.O. BOX 1570 TELEPHONE: [phone] FIELD BOOK: IND. , PAGE: 42
JACKSONVILLE, N.C. 28541-1570 ~ FACSIMILE:[phone] TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAR JORTH CAROLINA COMPUTER: WS6\PROJ\020322PP K,dwg
V TELEPHONE: [phone] PROJECT NUMBER: 02-03-22M3
FACSIMILE:[phone] TOWN OF SURF CITY SHEET: l OF 5
3 E-MAIL: riggsland©bizec.rr.com

LEGEND
SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
SPK =SET PARKER-KALON NAIL (CONTROL CORNER) SIR =SET IRON ROD
SIP =SET IRON PIPE F,,
SMN =SET MAGNETIC NAIL (CONTROL CORNER) EIA =EXISTING IRON AXLE (FOUND) ,~V
EIR =EXISTING IRON ROD (FOUND)
ECM =EXISTING CONCRETE MONUMENT (FOUND) EPK =PARKER-~KAI.ON NAIL (FOUND)
EIP =EXISTING IRCN PIPE (FOUND)
EMN =EXISTING MAGNETIC NAIL (FOUND) R/W =RIGHT-OF-WAY dr,~
=CENTERLINE ~A
MBL =MINIMUM BUILDING LINE `~0
NSF =NOW Oft FORMERLY C,C, =CONTROL CORNER
p,& U.E. =DRAINAGE & UTILITY EASEMENT
~v-~-~gb- =POWER LINES 3E-3E+-3E- = 4~ CHAIN LINK FENCE
=POWER POLE
= EXISTING FIRE HYDRANT
=EXISTING SANITARY SEWER MANHOLE
A,O, = ASBESTOS CONCRETE P1PE
=ADDRESS I
- 11 =LOT NUMBER
=PROPOSED FIRE HYDRANT PROPOSED
S =PROPOSED SANITARY SEWER MANHOLE Q
~ =PROPOSED WATER. METER DRIFTWOOD LANE 24 Lois _ T -EMN I
=PROPOSED CLEAN OUT =EXISTING CONTOUR
= PROPOSED CONTOUR - 1 8,849 ACRES
4[,~ =PROPOSED ELEVATION ~ =PROPOSED STREET LIGHTS
a R/,~~ I I INCLUDING THE AREA BEsLOW
~ =PROPOSED TREES. I THE NORMf~L HIGH
o =EXISTING TREES x w WATER LINE
D NOW OR FORMERLY I a
HOPKINS I
r 0
d ZONED R-5 I rn
~ CAMA NORMAL HIGH WATER LINE r AS PER ~ I 6,841 ACRES
DIVISION OF COASTAL MANAGEMENT S35'09'2D"EI AREA ABOVE
' 07-20-05 29so' THE NORMAL NIGH
~ CANAL a ,I TT ~ WATER LINO CANAL CORNERL EPK
S33 00 00 E 1239.07 EGM I
~ ~ z ~ ~ y
1 h~~'1~] i ~.~~(i ~r~g~~ ~~'~~~IVD~ V~p I Arai a i Mn as i pc ~a eh en ®~e~ dpi a'~~ ~i i rtr~i un I ~ p~ ~ ` ' c~a~ d' m , ~ , R ~ $ f ~ ~ ~ a9 ~ ~ m m ~ ms'i 1 ~ u~ f ~r ma use bi i am ~ ~ Yta 34 ~ W
~ ~ ~~®;~p aaime aci en , yaiem W~,~~ ~ ~"-~r~u, x~u~r~i w'eu u4. ¢u ka~a~y ~ ~ W~~ar~4limn ~ M~~ ~l ® w- 1~ (~1 yet ~ n ~ ~I R~, ~ ~ ~ °~e nra~ ~ ~en~snyrl ,m ~ `a ',"~0~p e, ii,'(CS Cr CUNaiFI-~,~ ' ° NOW OR FORMERLY ~ ~ tla~F''~~~~°~'~iq~ +:x'a"~~ mu+~mem~le~ieur:ui ,~~~c~~ r ~ Ul Z
~ 1 ~ ,~n,,,""'...~ ~~..~"~i° i~ ) ~ ~ ,7 ~UPF~r~ ~ ~~Dd~ U°NC ~'imesi+m~.cie ~,ua' ~ i ~ ~ ~ o f~ ~ ~ o,~ _ W W~ a ~ ~ ~ 3C ~A~iABUf~R +e~~` ~„~~~-,~a~`~ 3D' cAMA BUFFER JAMES ~ c' ~ ~ ~ ~
I 9 ~'1ultf'0~'ED LD7 1rf,FiU1I ('OA`~_~'AZ, 1'V~f~?.dDS '>:,,T"' r.....~...rw,...m.. iieiil~' ~.+ra.n®„ +isanr„~n i..n..i+..i ~ ~ Ch~ I I' ~ D,B. 2422, P, '?02 ~ w Z
m...~. ur` ,~r~,5 ,.,.d q) d 24 _ - ~r;'YpSFD Hlirfl ?~I~iRAi~FI ~~7..,.~j i',q 0,,,...,....~"'"'~ ~ _ _ . ~,~.....w ~ ~ ~ ~ I I ( I °o ~ ATKINSON SHORES ~ ~ N ~ NOW OKURORMERLY
1 2 ~ ~ - COAbTA1~ ~ ~ _ ~ o ~ M,B. 36, P. 4~4 ` D,B. 1095 P. 28
~ , ( ~ ~ ( ~ ~.`J ~ ~ ZONED R-5 ~ ~ c m cn LOT 2
~ rr~~.,.,~ .~~~~~~.~~m , 75 AEC LINE ~~~a ~~W ~ ~]5 AEC LINE ~ ,e~ ~~~~.~~~w. ~.~,+~..~+e~~~~~m~~+a~~»~+~..~~..~~.~,+A +~.,',~.~~~~+.a+ 75~AEC LI~1F., ..~~~a~+..~+..~I ~ ~o ~ fsi ~ ~ M,B. ~ P. 9U
~'4' N ~ EXISTING 404 WETLANDS EXISTING r~' I _q ~ ~ CONSERVATION AREA EXI577NG 4©4 ~E~'LAN~S ( ~ ~ _ ~ _ ~ ATKIN50N ROAD ~ N55°34'02''E
140607 Sq.Ft. ~ 3o R/w 556'08'17"W 'J (ASPHALT-PRIVATE) BRECM s23`Dq+47„ 10.00' (
OWNED BY HOMEOWNERS ASSOCIATION 5' INGF;ESS, EGRESS, REGRESS, ~ ~ f 1 ; z ,f
~ DRAINAGE & UTILITY EASEMENT j S59°38'26"W S:A' e ss,9a SI~ S33°00'00"E 134,45' 10,Q0 ~ ~S i - 25' ' ' ~~`I 1E) ~
. t ~ 22 ~a ~ 20' -~~LI; 30,03' ~ EIP SI SIR 71,64
~ > a 6 3~R ' 1.72 ~ t'`~ ~ N2s~3o'sluw s~ o~'SIR N33°OQ 00"W 134,35'
Vi`i` N33'00'00"W 849.61' EIP 31,5x' EMN _ EOM _ i LIFT
~ _ _ ~ . ~ ~ - ~ sTAT~oN ~ coNTRO1. ~ NOW CR FORMERLY ~ ~~75 AI,C;~1~ ~ 33 ~ ~p CORNER PEh1GAN PETES ~~CCESSREASEMENT
~ /5 AEC N• ~ t T ~ u+. urnr~i~n„ ~n ~.en..ii..~ir,no.nr~,.?~~..n ii ~i ~n.nrn..n..~, 75' AEC LANE ~ ~ n ne.~i..~u~'~~..u isn rJ~ ~~Ap.n...n.~ii o~, • ~ ~ PROPERTIES LLC ~M,B, 6 P. 90
u~i
1 ,4r i G,, _ ~ ~ ~ ~ I I ( M ~ ~ ~ ~ 4 ~ ~ D,~. ~ 419 P, 149 ~
,f a 21 20 19 ~ ~ 18 17 1 B 15 14 13 12 11 10 ~ ~ ~ L ~ ~ ~~a~¢`i' a ° LOT 3
I I I ~ sNALK apz~n~~s , ~U 10 ( ~ O ~ ~ O ~ ( ~ ( ~ O ( ( ~ ~ o o~NN~~ ' ~ ~ M.B. 8, P. 90 PLANDS II II I II o N O M z EIP ~ f
~ ~ ~ _ ~o. , ;,®~,~,~•'~+'I..~~~J~ „L39, CAMA BU~FE I~ .._L. ~ p~ CAMA BUFfE ~ a - 47 3 ~,,~mna~~im®~ ~ aAr ~ rn~ s~'~ +m ~-i~es,mm~ao ~aemr® ~~L+~..~,~,~.1++ ~~..~~..~~.+~J.~ ~3prCAMA 6UFFE ,.t~~..~~,.+~..~~ ~~L~~..~,..~,.~++®~~.~~+,>~~~+ ~ ~ L~.l
6 w ~ a~~i ~ ® ~maraeoi ~i®meieimi®vi~~i ~n,~semi~aa~i o ~ mn ~ ~ Mme ~ m~ ~ ~ r~ ~nieca~rrn a oa z_~j~ w I
~ it ~ ~ ~ iea~ ~au~®Qi. ~r :~a ~ h R;i~~i m 1 ~ ~ ~ ~ ~ m ~ ~ e~ ~ ~ ~ ~ ~ n~ ~ ~ ~ a . ~ o~ ~ LXISTI~~ s CDASTAI; WET„LA1~S'--- ~eo,ro ay ~cn ca~m;m~ec ~c~i sniecme rn~3ai® s ~ ~ m~ ~ N Nth ~'~'a'm 4a~i ~ O ~ ~ O ~
EXISTING ` ~ 7ASTAL _ - `_.._..r_ IrG '0.45111 1'{'~t'' :i~DS ~ oti,T~e~i,~i~a~uDS° ~~~~~_~m9~~, n~~~~®~~,.,~ y • Z ~d o~ - _____J:.._ w.._~.-~...._..___ n
CONSERVATION AREA S 13824 ,.q.Ft. ---...n z
OWNED EY HOMEOWNERS ASSOCIATIC1ih
m~ _ 30,29 EIP CONTROL
N33°00'00"W 1334,41' CANAL ~LiNAp EIP N33'07'08"W CORNER I NOT, li L ELEVATIONS RELATIVE T~ NAVD 1988
15 ~ ADJUSTED TO R,EFL~CT A
CAMA NORMAL HIGH WATER LINE LINE NORMAL LOW WATER LINE OF' 0.0`
' AS PER W" ~ b ~ ~ NOW OR FORMERLY DIVISION OF COASTAL MANAGEMENT NOW OR FORMERLY BENCH MARK: NCGS MONUMENT "CRAB AZMK" CEMENT STUMPO NORTHING, 242494,712 I
f ~ I 07-20-05 I I JAMES BATTS =ACCESS & GATE EASEMENT D.B, 1495, P. 1'.81 ~ FASTING: 2430283,325
~ ~ 40 ~ ~ ~ ~ D.B. 1281, P 3 ZONED R-5 ELEVATION. 7.20 I 10' PUBLIO ACCESS EASEMENT '
~ o 0 0 0 tJ
Nh N~, ~ ZONED R-5
q,~ ~ q~ LOT 14 b O , LOT LOT AREA AREA ABOVE NHWL TOTAL LOT DEPTH LOT DEPTH ABOVE NHWL ~ ~ ZONING S TBA KS
o w o w SHAE S SANDING LOT 1 '~l~ ~ N~ LOT2 LOT 1 10809 Sq,Ft, 8285 Sq,Ft, 140' 112' ~ ~ FRONT = 15 LOT 2 6755 Sq,Ft, 5196 Sq,Ft, 13Ei' 104' ~r SIDE = 7;5'
W ~ ~ M.B. 31, P. 1 LOT 3 LOT 3 6889 Sq,Ft 5520 Sq,Ft 136" 111' ° ~ REAR = 30' OAMA
W M.B. 31, P. 37 LOT 4 LOT 5 LOT 4 6755 Sq,Ft, 5148 Sq,Ft 135' 103' LOT 5 6408 Sq,Ft, 4979 Sq,Ft, 128' 98'
LOT 6 LOT 6 6808 Sq,Ft 5324 Sq,Ft, 13T 106' I OW~~RS, I
ZONED R-5 Lor 7 LOT 7 6015 Sq,Ft, 4657 Sq,Ft, 12'1' 93' R~~~--..._ RED APPLE GRgUP, LLO
Lor a d- LOT 9 LOT 8 7241 Sq,Ft, 5634 Sq,Ft, 144' 112' ~ P, O, BCX 689 LOT 9 5988 Sq,Ft. 4684 Sq,Ft, 11~' 94' ~ SHALLOTTE, NO 2$459
o LOT 10 LOT 10 5988 Sq,Ff, 4689 Sq,Ft, 11t3' 94'
~ LOT 11 C7 LOT 12 LOT 11 5988 Sq,Ft, 4718 Sq,Ft. 119' 94' ~ ~(~~~C'S LOT 12 5988 Sq,Ft, 4612 Sq,Ft, 119' 91' ' _ TITLE BQURCE
LOT 13 LOT 13 5988 Sq,Ft, 4601 Sq,Ft, 119' 94' D,B, 2429, P, 264
LOT 14 LOT 14 5988 Sq,Ft, 4626 Sq,Ft, 119' 92' ~SMN
LOT 15 LOT 15 5988 Sq,Ft, 4570 Sq,Ft. 119' 91' R/W.,,.,,~ co~NE~~ LOT 16 5988 Sq,Ft, 4534 Sq.Ft, 119' 88' R~E~ 0 S:
o LOT 16 I LOT 17 LOT 17 8457 Sq,Ft, 6185 Sq,Ft, 119' 89'
LOT 18 (U LOT 19 LOT 18 8476 Sq,Ft, 6121 Sq.Ft, 119' 86' 1 ~ D'B' 214' P. 78 LOT 19 5988 Sq,Ft. 4484 Sq.Ft, 119 89' 3. J D, B, 383, P. 368
I LOT 20 LOT 20 6462 Sq,Ft, 4701 Sq,Ft, 119' 89' \ D, B. 473, P. 189
LOT 21 LOT 22 LOT 21 19165 Sq,Ft, 11721 Sq,Ft, 119' 88~ ~ D.B. 613, P. 87 ~ D.B. 999, P. 333 LOT 22 16511 Sq,Ft, $527 Sq.Ft. 119' 89'
LOT 23 LOT 23 14582 Sq,Ft. 8970 Sq.Ft. 117' 90~ ~ D,B, 1095, P, 28 ~x t +
LOT 24 ~ ~ . ? ~ f~ea. LOT A LOT 24 8866 Sq,Ft, 6724 Sq,Ft. 163' 124' ~ D,B, 1419, P, 149
LOT B LOT A 799 Sq,Ft. 799 Sq.Ft. 107' 10T D.B. 1559, P, 195 ~ ~r;`~'A LOT B 1582 Sq,Ft, 1075 Sq,Ft. 135' 105 D.B. 1867, P, 210 ~~f ~ ` ~
~ $ LIFT STATIC ` LIFT STATION 1800 Sq,Ft, 1800 Sq.Ft. 45' 45' D,B, 2429, P, 264 t~~~ ~ ~
CONSERVAT ~ b OONSERVAT CONSERVATION 113824 Sq,Ft, 117438 Sq.Ft. 166' 136' M.B. 36, P. 44 D~~~{~~i~,~;~U~~~~~~~~~f~~
~ ~SoB'
~ ~ ~ ~ ~6 .SJ~ bh}J~4 i~
~ ~ ~ O °9 `a~ j . 0 G~ZAPHIC SCALE
~~~ajfY',t3~~29@a~ 50 0 25 50 100 2oa
~1
~ e `o ® 9 ~ PRELIMINARY PLAT FOR ( IN FEET ) 1 inch = 50 ft.
~ T,AN>) ,~'TTRVFYTNC - r~NVFNTTI~NAT, ~ fT,l~RAT, PT],S'TTT~NTNC, .S'Y,S'TF,NT,S' r'nTTT;t 7'1T11®TTATC`ITTT A A ~t1 ~1~1T~(^v TT 1C`1 TT TAT A 1lTT1
rMN l lv o U lAa l 11 roAl li ' Oi11L 101JAIV 11
? LAND PLANNING & COMPUTER MAPPING 5911 OLEANDER DRIVE, SUITE 201 DATE: NOVEMBER 24, 2008
202 WARLICK STREET
P.O. BOX 1570 WILMINGTON, N.C. 28403 8.849 ACRE TRACT ON WALTER R. ATKINSON R( TELEPHONE: [phone] TKINSON ROAD DRAWN BY: J, H~L- M5 FIELD BOOK: IND. , PAGE; 42
~ JACKSONVILLE;, N.C. 28541-1570 FACSIMILE:[phone] TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAR IORTH CAROLINA COMPUTER: WS6 PROJ\020322PP K,dwa
TELEPHONE: [phone] TACSIMILE:[phone] PROJECT NUMBER: 02-03-22M3
? TOWN OF SURF CITY
3 E-MAIL: [e-mail],com SHEET: ~2 OF

G,,,E_GFN_D NOTES
T MONUMENT CONTROL CORNER 1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF CITY SCE =SET CONGRE E ( ) ,
SPK =SET PARKER-KALCN NAIL (CONTROL CORNER) WATER SEWER LIES WITHIN THE PRIVATE 30
SIR =SET IRON ROD R/W OF WALTER R: ATKIN50N ROAD SIP =SET IRON PIPE 2) ALL DRIVES ARE PERVIOUS MATERIAL
SMN =SET MAGNETIC NAIL (CONTROL CORNER)
EIA = EXISTING IRON AYLE (FOUND) 3) EACH LOT IS SUBJECT TO A 5' DRAINAGE UTILITY EIR =EXISTING IRON ROD (FOUND) EASEMENT ALONG THE FRONT OF THE LOT
ECM =EXISTING CONCRETE MONUMENT (FOUND} 4 LOCATION OF EXISTING TREES AS SHOWN
EPK =PARKER-KALON NAIL .FOUND) ) _ ~ W = N I' R T EIP -EXISTING IRON PIPE (FOUNp) 5) 5 PERVIOUS WALK ALONG ESTLR S DL OF ST EE
EMN =EXISTING MAGNETIC NAIL (FOUND) 6) PROPOSED WATER MAIN iS 6° AND TIED TO EXISTING 6" MAIN,
R/W =RIGHT-OF--WAY 7) 404 WETLAND DELINEATION WAS APPROVED BY =CENTERLINE U.S. ARMY CORPS OF ENGINEERS ON NOVEMBER 11, 2004 ~
MBL =MINIMUM BUILDING LINE ' `~P
N F =NOW OR FORMERLY 8) COASTAL WETLAND DELINEATION WAS APPROVED BY / DIVISION OF OOASTAL MANAGEMENT ON OCTOBER 12, 2004 A
G.O. =CONTROL CORNER D.& U.E. =DRAINAGE & UTILITY EASEMENT 9) PROPOSED DWELLINGS & DRIVES ARE FOR ILLUSTRATIVE f~ NOTE ORIGINAL PROPOSAL NEW PROPOSAL
-~r-y~iu- =POWER LINES PURPOSES ONLY NOTE N©TE Sq.Ft, PROPOSED DWELLINGS = 431 Sq,Ft, 0 Sq.Ft,
--#-aE-~ = 4' OHAIN LINK FENCE 10) PROPOSED DOCKS ARE FOR ILLUSTRATIVE PURPOSES ONLY PROPOSED DWELLINGS WITHIN 75' AEC = 17002 Sq.Ft, PROPOSED DWELLINGS = 19058 Sq,Ft, F =POWER POLE INDIVIDUAL OWNERS MUST APPLY FOR DOCKS PROPOSED DRIVES WITHIN 75 AEC = 1311 Sq.Ft, PROPOSED DRIVES = 9106 Sq.Ft. F Sq.Ft. PROP05ED DRIVES = 1309 Sq,Ft, 0 Sq.Ft.
=EXISTING FIRE HYDRANT 11 ELEVATIONS ORIGINALLY RELATIVE TO NAVD 1988 PROPOSED STREET WITHIN 75' AEC = 4679 Sq.Ft. PROPOSED STREET = 3'1024 Sq.Ft. F ) _ - Sq.Ft. PROPOSED STREET = 12339 Sq.Ft. 8404 Sq,Ft, R~W___-- I
_ IS'fING SANITARY SEWER MANHOLE ADJUSTED TO REI'LECT A PROPOSED WALK WITHIN 75 AEC 1366 Sg.Ft. PROPOSED WALK _ 5486 Sq.Ft, F EX NORMAL LOW WA•1•ER LINE OF 0.0' TOT. UILT UPON SURFACE WITHIN 75' AEC = 24358 S .Ft• PROPOSED LIFT STATION - 400 Sg,Ft, C > Sq.Ft, PROPOSED WALK = 809 Sq.Ft, 42 Sq.Ft, PROPOSED Sg,Ft, OTHER AREAS = 2484 Sg.Ft, 2172 Sg.Ft. 24 LOTS
= ASBESTOS CONCRETE PIKE ALB q A,G, BENOH MARK; NCGS MONUMENT "CRAB AZMK TOTAL LOT AREA WITHIN 75' AEC = 193783 Sg:Ft, PROPOSED TOTAL BUILT UPON SURFACE = 65054 Sq.Ft, T Sq.Ft, TOTAL WETLANDS FILL = 17372 Sq.Ft, 10618 Sq.Ft. D~~~TW~~~ LA~~
= ADDRESS NORTHING: 242494J12 TOTAL LOT AREA ABOVE NHWL = 298015 Sg.Ft• PROPOSED BUILT UPON AREA WITHIN 75' AEG = 12.6% Sq•Ft, _ - - I
EAST1NG; 24302$3,325 _ 11 =LOT NUMBER ELEVATION: 7.20 PROPOSED BUILT UPON AREA = 21.8% _ 'i EMN
= PROPOSED FIRE HYDRANT
=PROPOSED SANI'fAf~Y SEWER MANHOLE I 8,849 ACRES R~W_.._. INOLUDING THE
~ =PROPOSED WATER METERvo AREA BELOW
~ =PROPOSED OLBAN OUT = EXISTINGOONTpUR ~ ~ THE NORMAL HIGH
= PROPOSED CONTOUR o WATER LINE
X 0.10 =EXISTING ELEVATION ~ v ~ NOW OR FORMERLY J
4;5 =PROPOSED ELEVATION rn =PROPOSED STREET LIGWTS NOPKINS
~1 0 'a = PROPOSED TREES o CAMA NORMAL HIGH WATER LINE ~ ~
o ZONED R-5 m
~i =EXISTING TREES ~ CAMA NORMAL HIGH WATER LINE ~ I / CAMA NORMAL HIGH WATER LINE AS PER NORMAL LOW WATER LINE ~ 3,72 ~ I 6,841 ACRES 2.9o wood DocK 19~ ~ AREA ABOVE
l._------- r~ X0,05 .1.39 DIVISION.. OF COASTAL MANAGEMENT ' S 535'09'20"E X0.06 BOAT XD,D5 29.90' THE NORMAL HIGH
X-D.1s 07-20-05 CANAL CANAL X-1.14 LIFT WOOD ROOK I WATER LIME
o+ X -2.50 EXCAVATE FROM UPPER 1/2 TIDAL RANGE EXCAVATE FROM UPPER i/2 TIDAL RANGE EXCAVATE FROI `'EXCAVATE FROM UPPER 1/2 TIDAL RANGE FLOATING -2,38 DOOK
r, I S33°00 00 E 1239.07 -3.1 CORN R ~PK
642.92' 117.16' 78.99' -2.24 -2.05X m 15 , 50.00' -2.31 50.Oq' 50.00' -3,81 50.00' BOAT ECM I o LIFT FLOAl1NG q~
-1.95 ~ 2 24 m/15 X -1.84 ~ $ ,c 3 r & Q a 34' -2.08_'" o OCK d
-0.22 '6.27 -:..v, L66 L67 • ~ ~ ~ L~6 L77 L - - - - ii/ ~ - - - Xe' L62 L63 _ 5 L89 L70 _ • ' ~ L7 % ~ ,L73~ / L74 $ L79 q LS L83 L85 LB6 187 88 /i / 90 iL _ ~94 • L95 • _ 7~ L-98 _ _ 'L102 L103 / r U,60 6t L64 i,6 L71 i ~ L80 48 G ~ l69 L 9i TL 2 L93 L L96 9 L99 f00 L101 / ~L104/ ~ ~ _ - _ D.3zX~ 1,18 _ _ _ ~ 4,7 M ~ \ ~ L103 / ?i L112 11 5 L118 ~ LN9 ~ L12~ L122 r< ~1~3 ~ ~ ,'fl ~ rllp¢ /Lfi0 10 1 ~ M ~ _ L108 l"16~ ~ L110 U 7 DOCK
q 1:54HIGH M R / / ~ ~8 ~ \ / V / i o' ~ r _ - - - - - - r ; `\HIGH• MARSH \ \ \ 5 n / ~ _ _ ~'fO~BE UNDI,r / \ / ~ HIGH MARSH 0 r. . v - 2 - ~ "f0 E UNDISTUR~ i , w~ / P • \ , 41 ~ I W 0~ ~ ~ ~ THIGH MAR5\H iv G~ 2,4 ®~ms~isa~t~r la~mli~~il~4 ~~,~ium \
~ ~ / ~ ~ N . , / r r 1® i mM 1 ~ LOW MARSH ~ ~ ~ ~ ~ o, / ~ ' \ \ 9E ~UNOIS7UR~6 ~c~< m ~ / " d ~ i f,TO BE C FATED ~ \ /,f' ~r LIMAS OF COASTAL ti0 ~E'utaplsTU~ ~ r w 34 s ~
CD ( 4~ ~ ~ / 9 % n / , UPPER i ~ j/ i , ~ , r - - _ - - r l . ,30 CAM BUFFER , , ~ ~ . ~ i , QAMA BUFFER' ~ i , / • I ~ r r. ,r 3 .6 r ~ i / n o / i r n w. / Jr rJl ld ~ ,r) ( r,( L f r.r n ~ ~ ~ ( M1 / • r~ N W OR FORMERLY o D u, ~ ~ ( ~r' h ~ / , w I? ~ , X30' CAMA BUFFER ~ t'- ~ LIAMES ~ 0' ~ (~,.°i T
uo ' y ~ o f / / ~ f ~ ~ ~ i / ~ ,LOW MARSH / / ~ ,HIGH MARSH, / .UPLANDS AS PER U,S,A.C,O:E. ~ / / i ~1 M1LU ~ I ® ~ i ~ I o TD BE CR ATED / i iii iii i / ~ TO BE CREATED ~ , 4 , , ~ I'yIGH, tv~ARSH~o - 5 ~ I ~ ~ -P
"v ~0 /PROPOSED, N ~ i / Z C),IB, 242, P. 202 ~ ~ NOW OR FORMERLY T ~QftC59 ED z PWELUNG w D CK/° ° w ° ~ ~ ~ N
I ~ o. p w DwELUNG N,L Z / ~ 404 / / ~ / I ~~,~oaa ~ WETLANAS~NEA11oN ~ ~ ~ cK/,. o DEGK , o ~ A~'KINSON SHOR~S ~ ~ ~ ~ KURTH I ~ 4.- o IM,B. 36, P. 44~ ~ I D,B. 1095 P. 28 ~
~ ~ 13' ~ ' ~ P DPOSED I ~ PROPOSED ~ of ( PROPOSED I Q I ~ p7 OT 2 o~ECLING ~ owEUINC oWEUINC ~ I ZONED R-5 ~ .i C
Il ~ 7b AEC LINE ~ ~ / f .*r .rrrrrrr,,,~~ 75' AEC LINE rr,~"r..r~rur~~rr,rrrr~r ,.rrriir~~r~~r.._..r..r.,r~~rrrrrrr~rr~~.a~r..rrrr~..~rr,,..r~rrrrr~rr~r ~ rrrrr~rr~, r~ ~rrrr~~~rr~..rrr~rrrr.rr„~ri ~ I.. / J r,,,,,~~ i ~.~~rrrr~r~rrrr~r~~r~r..~~r,rrr~r„r•,,.,. rrrrrr hl Z ro 4 648 ( r ~ ~ I 75` AEC I I„ ' I ~ I ~ [p
~ ~ ~ I ~9j e~.: CONSERVATION AREA " ~ ~ ~ATI~°NSON ROAD I n > ~ ~ 26', ~ . ~ ~ ~ 30' R/W ~ N55°34'02"E
~ as _ °wM , cy c ~ 140607 S . Ft, _ _ - - _ _ 1 I / ¢ ~ 404 WETLANDS II q _ - - - - - - - - - _ - s ~ ~ t ~ ' ~ Br~oK~N ~ 5"~6°0$'17'"W ~ ~ (ASPHALT-PRIVATE) /ECM s2 10,00
1 II r ~ ~ \ 04 06 04 -----_+---------~E-0--BY-k19M€~}WN€R~-A~S6CiATION---- 2 - 5 INGRESS EGRESS REGRESS 404 O 2,f ~ 1 ' ~ PROPOSED 404 WET NOS-------__ ~ , / ~ ~7 5' 3DD'gp, 04 os o4 3. ~ ~ ~ ~
DRAINAGE & UTILITY EASEMENT N; I I 4.5 WETLANDS FILL - -L64 -2.86 l _ :i - : r ~ ~ / ~ er 5,4 ' E S6,9Q' , » r 10.00 T PROPOSED , - S59°38 26 W ~ sl S33°00 QC) E 134,45 WETLANDS FILL 5 : h A iy,SON`~OAD ~`-~~L5 ~R~` IMP (PSI E) ~ ~ ~
1:@4 X 8'' 0, ro ~ U~ ~ :>t ~ \ ~ ,-r, r r, , w ~-v-. ,r°r ^vn ~ X I I ~ ~ ~ ~ ' \ a 1 r• L~ ~ aD z PROF O'SE0. 2Q- ASPHALT ~ N 30.03' ~ '61 I 71,64 E(P SIR 71x2'
~ 1tO61 ~ id' 28 ~ ~ - C ~ :rte - - - .h. ~ - - - r ~ W 1~2 5 . N33oo S.oD'. ~ ~1' "N28'30'S1°'w ~5~~,o~l'SIR N33°00'00"W 13~.3~'
22 / ~ , p 0 19.88' 4'5 r ~ N33'00'00" 470.87 N4A~~0 - ~ ~ 6CMN3300 00 W 849, EIP 3x,52' EMN 45 $u , o sralTioN o~ ~`~~oo'oD° ~ w GGNTRa. NOW OR FORMERLY
1 ~ •r . d Gt 3 00 00"W 99 31 ~ - 1' I ~ ; . zti . ~ ~ `4 1 ~ ~ , D ,~I ~ " ~ .rw"L: 2y 'a ui _ ~i . 10 33 / q CORNER (10' PRIVATE
/ 1 , t0• / - nVrii irr'i, . ~ rrnrnr rirnrri rrrn n.. ~1aL ' k r !'t ~ u 4~{~' ::.r O ~ 0 ~ i r., i •..rt ( ny. _,,7. to ,+k" , n . •.i.. ~ :l r,w. ~ ; A tl ~ i ~ Qa ~ PELICAN PETES CCESS EASEMENT ~~~Cr~ `art ~ ' 2e'`~ r / ~ Uy ~°0 3 M.B. 8 P, 90 ,RRpP,O6ED~ ~ PROPERTIES LLC
Qj n b~ . i i u'~ ' ~5 ~ "3 z i r I" 4'', ~ rL0 ' AR 5 1 X25' ~ J ~ ~ _ 7.0 1~W i s^J ; 7 25' ti 25' 'J 25' ~ 25' 25' ~ , 25' 25' 25'. 25 n r ~ 25 ~ ~ 25 ~ ~ ~ ~ P ~PPpSEtl ~ - ~ DWELLING 40.00' o Ln _.I W ui ~ DWEWNb ~ ~ N D,B, 1419 P. 149 I
/ ~ 0 topss~ / 25' N ~ n ' 42;f `•G ' .~Y ca c,~ D ~ N n r ~ °n N n n u~ M ~ ~ N ~ J * ~i'~0 - N - - N SED PROPOSED PRIX~OSED PROPOSED PROPOSED PROPOSI ~ ~ q ~ ~ ~ ~ ~ PROposED ( ~ - r~3'oo oo'W a ~ 4 Q ~ ~ ~ o ~ LDT 3 ~D ( PROPOSED I I PR~OSED EROPOSE DWEWNG I I - ~ ~ ~ ~ M
,4! I/~ - - PROPOSED PROPOSED - - - - p, PROPOSED I ( PROPOSED I PROPO " ( (p / t~ c I ( cn - - I I ( I ( ~ ~ - - - - Q~ / PROPOSED DWELLING I .I DWELLING a ~ ~ • ~ 'DWElJ°ING DWELLING DWELLING DWEWNG DWELLING DWELLNG DWELLING DWELLIN ~ ( ^ IG DWELLING DWELLING ~ pWiLLING .I o ~ ~ DE K/° ~ fir` ~--[~~-~,(j„ ~ ' rM„ M,B. 8, P, ~O ^T O~ i AEI PN M ~ O N O Q_:..IN I ~ }a
~"7 /,1' ~e; b n 4r: >r 5 P~ r•T.TPIALK ":~_._a_. 3: g I V s ~ _ - _ ~ a~ ,a ti r<`
Q ~ rn dr r„ , r~ t / ~.I r'1~u rrur rir r. ~ r'' Dk iiJ O ~ _ Rtl t 1 , ~~JdZ„ .Its;' ~S' ' p . i / / __3Q , n w - ,I,irrr-rya -m'~rm~r,~ rls~ r o ®®IS®1 wlua 1® I~e ¦wrma •Gi®wi®a~/ mi®®ia,ai OF ~ r G7 Q CL ~ ~
B N r ~~1 ~ ~ N3,~,oD~W n I ~ Q m N w M
/ wry ' A? ~ ~4 mlrs®1 ni®m;i~a / a~al~~lwsrae rimes pal ' °j°'mr® ~m®i ®t~i I~~I~eNli ~ ~ m 4 , Is owl ssl®ml~mi® ii®P~®L~IT~S OF COASTAL iii 10.00' Ln 'S~ m ~ ~ N nJ ~ I ~ e I® WETLANuw : ~ Q C~ O N nalralrc,~ ei~ri® Q ~
i-_.-__.----~?r ~ - mri~~ d _ 1w39 ' w i. 5 1.39 / L 1.45 r /i L48 ~ " L L4 ~ 34 L33 L 1.38 21 L19 L17 1,36 ~ 1,6 ~ Innl~~j~s~ ~i®R®IIr®im~l®®Imaisl O ~
o 1.63 0 ~t L39 L3 37 L36 L35 L L 2 ~ L31 ~ l3 - 29 L28 l27 6 L 5 L24 L22 m „,LSp L49 L 7 ~.14.6r-,..L - X43 / _ '"'_Cp1~SEf?Vl{TI.01~1"•A~~A~_~__~__. _ - _0,5 - -0),43-" - L23,.._, ~ L20 ~ U8 ~ N ~ I~. a 5'/w 15'%~ 7 ui -0.65 - -y 1 1 15' , io US L1~ L18 _ ~ L1 _ L13~~112 0.16-, 19~,_ LB 1,09 _L5 L4 _L3 L2 _.~1 BULKHEAD ~ I
h ~ ° 20 15/ 19 ~ 18 -2.t1 13824 Sq.Ft: 17 16 aa' 15 14 3a' ,m 13 12 aa': ~ 11 10 21 ~03 OWNED BY HOMEOWNERS ASSOCIATION -2.3oX X-2.00 -2.32 • s -gas , 1 D _ aa' .23 ~ a4' 5 3~ 2.01 ~ ~ ~ o ~
207,83' ~ X-2.15 64;61' X'2.30 50.00' 75,00' 204,97 75.00' 50.00' SD•00' 50.OD' 50.OD' 50.00' 50.00 5A:0 -2.4 -2:87 _ r n : , -2.57 -2.62 ~ X-2,47 X-2,60 ' S0. 0' -2'S OAO' 50,00' X..?, .00' 50.00' -2.02 90,00' ~ 17,00' 30,29' EIP 5 T CONTROL ?,60 c X2,39 CANAL ~ EIP N33`0T06"W CORNER
X_2.36 x-2.41 224 N,S3°00 00 W 1334,41 -1.54 X -1,6a X -1.37 X -1,27 ~ ~ I
)(-1:79 X-1.64 X X-1.77 ~ X / X-1.63 X-1.08 X-1.3fi -1.3fi " ~ QQO X-o,95 X-D,43 ~°0 15 °o
• X-0.25 X -0A6 X -0.12 X -0.25 CANAL X-0.45 X-0.34 X-0.29 X-0.22 X-0,31 X-0;14 WOOD DOCK 1.33 D 0~, f
CAMA NORMAL NIGH ~--~1'2~ ~1'~ a a WATER LINE CAMA NORMAL HIGH WATER LIN ~ ss ~ ~ ~ , , ~ NOW OR FORMERLY
~O ° I ~ ( CAMA NORMAL HIGH WATER LINE STUMPC) C NE D.B. 1495, P. 181 ~ ELEVATIONS ORIGINALLY RELATIVE TO NAV~I 1988
_ _ I I NOW OR FORMERLY W ~ AS PER
MAL IGH WATER NORMAL HIGH WATER NORMAL. HIGH WATER NORMAL HIGH WATER ~ ~ ~ ~ JAMES BATTS DIVISION of COASTAL MANAGEMENT ~ NOR H O 0 Q O D 07-20-05 MENT ZONED R-a ~ ADJUSTED TO REFLECT A NORMAL LOW WATER LINE NORMAL LOW WATER LINE OF C.0' aui.KHEADS J ~ BENOH MARK: NCGS MONUMENT "DRAB AZMK"
LINE TABLE L~~IE TABLE LINE TABLE t:INE TABLE N N D.B. 1281, P. 340
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH FEARING LINE LENGTH BEARING ~ ~ A q~ ~ THE WATERWARD EDGE OF ANY w~ NORTHING: 242494,712 I COASTAL WETLAND LIES ABOVE ~ EA5TING: 2430283,325
L1 28.20 N39'42'41"W L36 30.OQ N30'5T19"W l71 28:23 S31°46'54°E L106 8.11 S40°46'00"E O W 0 ~ „ „ o ~ o ~ LOT 14 L2 12:71 N33'35'S6 W L37 17:06 N37°53 44 W L72 27,95 S36°31'07 E L107 30,72 532'3412 E W ~ N , ®=ACCESS & GATE EASEMENT ~ ~ ELEVATION; 7.2O THE NORMAL LOW WATER LINE ~ = 10' Puauc AOCE55 EASEMENT ~I
. ° " _ . „ ~ W ~ ~ SHAE S LANDING L3 18.51 N30 30 41 W L38 28.3$ N31 5913 W L73 28,21 S31 °39 43 E L108 24.94 S34 3L 13 E 0
L4 11.67 N36°00'13"W L39 34.24• N32°30'49"W L74 24:20 $3$'40'17"E L109 30.78 S36'5T51"E M.B, 3~, P. ~ z zoNED R-
L5 17.35 N30'17°41"W L40 32.39 N31°05'02"W L75 8,59 S68°23'33"E L110 20:81 $29'12'03"E LOT „ „ M,B. 31, P. 37 LOT AREA AREA ABOVE NHWL TOTAL LOT DEPTH LOT DEPTH ABOVE NHWL ~ ZO I~G.,~,TAK~, I
~L6 24,79 N32'2117 W L41 27.27 N34°2740W L76 12J6 S12'4835 E L111 $.27 S21°2408 E LOT 1 LOT 1 10809 Sq,Ft. 8285 Sq,Ft. 140' 112' R/W...~ ~ ~ FRONT = 15' LQT 2 6755 Sq,Ft. 5196 Sq.Ft, 13.E 104 SIDE ~ 7,5
L7 27,$9 N3T32'O$"W L42 30.28 N38°40'04"W L77 16.35 S39°06'35"E L112 12.95 S39°4727°E LDT 2 ~ L6 15,41 N33'36'S7"W L43 31.79 N3330'45"W L78 18.70 S25°03'47"E L113 9,66 S31'05°31''E ZONES R°5 LOT 3 LOT 3 68$9 Sq,Ft. 5520 Sq.Ft. 136' 111' ~ I REAR 3Q' CAMA
LQT 4 W L9 37.10 N26°16'54"W L44 26,18 N32°42'03"W L79 23,68 S32°06'00"E L114 4.30 S59'01'05"E LQT 4 6755 Sq,Ft. 5148 Sq.Ft. 135' 103'
L10 4,72 N65'46'48"W l45 28.i5 N35°4704"W L$0 37,63 S29°23'30"E L115 ~ 14.26 S41°56'00"E LOT 5 LOT 5 6408 Sq,Ft. 4979 Sq,Ft. 128' 98' ~ S LOT 6 6808 Sq,Ft. 5324 Bq,Ft, 137' 106' , NG `I.
~ L46 30,69 °14'4$"W L81 14.73 540°02'12"E L116 15,17 S32'19'40"E LOT 6 Q. L11 _17.31 N310310 W N31 LOT 7 LOT 7 6015 Sq,Ft. 4657 Sq,Ft. 121' 93' _ ~ RED Af~PLE GROUP, LLC
L12 10,17 N47°33'15''W L4733.07 N32°14'08"W L82 1,7,88 S35°24'18"E L117 19,38 S31°33'49"E LQT 8 d" L13 ~ 23.90 N30'2T42"W L48 1$:35. N333T49"W L83 26.14 S3~1'S6'22"E L11$ 19.38 S26'02'10"E LOT 9 LQT 8 7241 Sq,Ft, 5834 Sq.Ft. 144' 112' SMN P,O. BOX 689 LOT 9 5988 Sq,Ft. 4684 Sq.Ft. 119' 94' RAW coNTaoL SHALLOTTE, NG 28459
" ° L14 26:66 N3T12'05"W L49 17.17 N35°44°08"W L84 4,45 S55°59'32"E L119 17.32 $33'10'05"E LOT 10 LOT 10 5988 Sq.Ft. 4689 Sq.Ft. 119' 94' coRNE~R
~ L1 23:81 L50 31.04 N30'11'4T~W L85 24,34 S31'02'S5"E L120 14J4 S30°32'35°E LOT 11 ~ 5 N29 35 43 W ° LOT 12 LOT 11 5988 Sq,Ft, 4716 Sq.Ft. 119' 94'
L16 28,96 N333201W L51 22.42 N64'5537E L86 26J4 533°0744E L121 19,81 5342119E PROPOSED 404 WET~A~IDS FILL. 10618 S °I t. - ~ LOT 13 LOT 12 5988 Sq,Ft, 4612 Sq,Ft. 119' 91' ~ 1 ~ TITLE SOURCE LOT 13 5988 Sq,Ft, 4601 Sq.Ft, 119' 94' ~ D.B, 2429, P, 284
L17 27,40 N36'03'26"W L52 31:50 N79°24'50"E L87 17,97 S26°58'43"E L122 33:87 535°28'02' E LOT 14 LOT 14 5913$ Sq,Ft. 4626 Sq,Ft, 119 92' ~
L1$ 28.23 '1 ' L53 25.46 N7T36'51 "E L88 13,81 S34°34'10"E L123 11.59 $35'36'41 "E 0 ° 2 4 4 A C ~ E S T N32 114 W LO 15 L19 26.12 N31'12'07"VJ L54 26.78 N60'54'28"E L89 25.94 S31°31'30"E LOT 16 LOT 15 598$ Sq,Ft. 4570 Sq.Ft, 119' 91' ~ LOT 16 59E38 Sq,Ft, 4534 Sq.Ft, 119' 88' ' RE]r,ERFt~CES:~
o ~ L55 25.35 ° 5'43"E L90 18.23 S36°35'40"E CURVE TABLE LOT 17 I L20 26,51 N30 0316 W N791 CURVE LENGTH RADIUS CHORD DIRECTION LOT 17 8457 Sq,Ft, 6185 Sq.~`t, 119' 89' ~ P, 78
d' L21 27.55 N28°30'00'~W L56 27.64 N65°43'37"E L91 18.95 S26°58'20"E LOT 18 ° ° C1 9,91 25.00 9,84 N44'21'17"W LOT 19 LOT 18 8476 Sq,Ft, 6121 Sq.Ft. 119' 86' ~ ~ O,B, 383, P. 368 LOT 19 5988 Sq,Ft. 4484 Sq,Ft, 119 89
~ L22 26,91 N3$ 42 43 W L57 42.30 N66 26.39E L92 30,33 S34 31 20 E I _ e ~ „ , G2 16.95 35.00 16.78 N41'50'21"W ° LOT 20 LOT 20 6462 Sq,Ft, 4701 Sq.Ft. 119' 89' D.B. 473, P. 189
L23 25.11 N363212W L5$ 30.34 N672307E L93 15•$0 S313823E PROPOSED WET~A~1D CREATION. 30423 S , C3 35,05 35.00 33.60 N00 42 59 E q LOT 21 LOT 21 19165 Sq,Ft, 11721 Sq.Ft, 119' 88' PROPOSED DWELLINGS 8~ DRIVES ARE D.B. 613, P. 87
L24 29,55 N26°5129 W L59 19.87 N65 45 02 E L94 13,95 S37 31 54 E C4 35,05 35.00 33.60 " ~ Q LOT 22 L25 27.3$ N34°01'42"W L60 15,87 S49'30'39"E L95 11.68 S32°31'26"E N58 0514 E 0 , 6 ~ U ACMES LOT 23 LOT 22 16511 Sq,Ft. 8527 Sq.Ft. 119' 89~ FOR ILLUSTRATIVE PURPOSES ONLY, D.B. 999, P. 333 LOT 23 14582 Sq,F`t. 8970 Sq.Ft, 11T 90' D.B. 1095, P. 28
G5 35.05 35.00 33.60 S64'32'31"E L26 29.46 N32'04°07'~W L61 ~ 16.44 S46'59'57"'E L96 11.59 S22'10'43"E , LOT 24 LOT 24 8866 Sq,Ft. 6724 Sq.Ft. 163' 124 D.B. 1419, P, 149 „ ~°.,7/"'
~ 27 2'7.66 ~ "W L62 32.22 S23'50'49"'E L97 9,72 S48°46'59"E C6 48.09 35.00 44.39 S03 3017 W LOT A ~ L N32,4$ 25~ ° C7 17,02 25.00 16.69 S23'22'05"W LOT B LOT A 799 S~.Ft, 799 Sq.Ft. 10T 107 D,B, 1559, P, 195 ~ LOT B 1582 Sq,Ft, 1075 Sq.Ft, 135' 105 D.B. 1867, P. 210 ~ ,
L28 29.64 N301906 W L63 16,45 S333716'E L9$ 16.18 S2$°49'22"E ~ C8 62.67 50.00` 68.65 S02'S4'28"W LIFT STATII LIFT STATION 1800 5q.~'t. 1800 Sq.Ft. 45' 45' PROPOSED DOCKS ARE FOR ILLUSTRATIVE D.B. 2429, P, 264
L29 29.07 N2855 30 W L64 16,85 S2012 28 E L99 16.44 S2$'31 07 E C9 ~ 25A7 20.Q0 23.46 S02'S4' 8°W CONSERVA' CONSERVATION 1406(77 Sq.Ft. 114916 Sq,Ft, 155 124 Pl1RP©SES ONLY. INDIVIDl1AL OWNERS M,B. 8, P, 90 ° ~ ~ ~ F.,_ ,t
W L3~0 29.25 N40'35'09°W L65 20,61 S46'29'S4"E L100 11,32 S37°5730"E 2 ' TOTAL CONSERVATION AREA: 154431 S .Ft° GGNSERVA~ " C10 25.07 20.00 23.46 S68 54 28 E q _ L31 2$,29 N2733 41 W L66 27.07 S34 50 51 E L101 23.10 S34 0518E G11 62.67 50,00 5$.65 " OONSERVATION 13824 Sq.Ft. 7438 Sq.Ft. 66 36 MUST APPLY FOR DOCKS. M.B. 36, P. 44 ~~~~~~'~~~'~ol r '
~ L32 2$.48 N 32'12'24"W L67 10.62 S40'32'07"E L102 20.47 S33°3707"E S68'54 2$ E A ~ ~ C c . ' „ 3° 545 LJ (lJ - „ „ G12 31,34 25:00. 29.32 N68542$ W LF1 ~'~~~~iry~,~~~~~
~ L33 26,97 N2$'26 07 W L68 19.94 S25'0413 E L103 31,52 S33°36 26 E , GRAPHIC SCALD
o L34 25,49 N41 °03'53"W L69 15.10 S34°4716°E L104 19.62 $22'03'01 "E G13 25,25 45:00 24.92 N$8 44 20 W ~ C14 24,59 45.00 24.28 N23'09'48"E
L35 ~ 26,76 N31'S4'13"W L70 26,75 $26'54'46"E L105 j3.24 S30°39'04"E ~ C15 31,34 25.00 29.32 N02542$ E 60 o z6 60 1DD zoo
-l _
CL 9 g PRELIMINARY PLAT FOR ( IN FEET
~ 1 inch = 50 ft,
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? q ND PLANNING & COMPUTER MAPPING H DATE: NOVEMBER 24, 2008
r? 202 WARLlCK STREET 5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, N.C. 28403 P.o. BOX 1570 8.849 ACRE TRACT ON WALTER R. ATKINSON R _ TELEPHONE: [phone] ,TKINSON ROAD DRAWN BY: J, l M5 FIELD BOOK: IND., PAGE: 42
JACKSONVILLE, N.C. 28541 1570 FACSIMILE; 910 791-6760 ( ) TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAF \IORTH CAROLINA COMPUTER; WS6\PROJ~020322PF~ K..dwg_
TELEPHONE, [phone] PRQJECT NUMBER: 02-03- z'
FAGSIMILE:[phone] ? TOWN OF SURF CITY
3 E-MAIL: [e-mail] SHEET: OF

CANAL CANAL NAL
30' CAMA BUFFER CANAL
INFILTRATION SYSTEM DESCRIPTION F P - - - - - PROPOS ~5' WALK EDGE OF PROPOSED ROAD
- ° 30' CAMA BUFFER_,,. 0' CAMA BUFFER_„_ - ,
THE INFILTRATION SYSTEM HAS BEEN DESIGNED TO CAPTURE AND 9 vw, - - „ INLET o o INLET b UNCOVERED DECK - 30' CAMA BUFFER_ ~ _ ,
INFILTRATE THE FIRST 1.5 ONE & ONE HALF INCH) OF RAINFALL FROM a ' Y 7 WN ORDINANCE ~O ' RAIN EVENT IN ACCORDANCE WITH THE SURF CIT 0 a o. . INLET !FRED DECK
26' o UNCOVERED DECK (SECTION 7.3, 15) REQUIREMENT TO HANDLE THE FIRST 1,5" (ONE & ONE z z
HALF INCH) OF STORM WATER RUNOFF FORA 24 (TWENTY FOUR) HOUR a a m 32' PERIOD. SOILS INVESTIGATION INDICATES ON-SITE SOILS PERMEABILITY m 2s' 32' z
GREATER THAN 6" /HOUR, o o a m 26'
~ F in x ~ ~ a PROPOSED ~ z 0 F
DESIGN CRITERIA J J DWELLING i PROPOSED z bZn w DWELUNGD a ROPOSED N ° UNCOVERED DECK': ` ~ WELLING
THE FOLLOWING DESIGN CRITERIA WERE USED IN THE DESIGN OF THE - M owELUNC n ~ a ~ 26' z PROPOSED
SYSTEM: ~ M 14' ~ x x 0 z - iv DWELLING iv ~ m n n
1) THE FIRST 1.5" (ONE & ONE HALF INCH) OF STORM WATER ~ `0 ~ z 32' Q M 32 m X
RUNOFF FROM BUILT UPON AREAS WILL BE STORED AND m y ~ N INFILTERED THROUGH THE SYSTEM. o ~ O ~ F PROPOSED
26 12' a ° ~ M DWELLING n
SYSTEM DESCRIPTION ~ off' o R CK - WETLANDS ~ INLET p & ~ 26' z
z ~m THE PROPOSED INFILTRATION SYSTEM IS COMPRISED OF THE FOLLOWING uNCOVE Eo DE I ~ ~ - WETLANDS UNCOVERED DECK ,
7.. M x
a) STORM WATER FROM DWELLINGS TO BE GUTTERED TO a~ x ~o INFILTRATION BASIN, a i0 , ~ 26'
) ,
b SHEET FLOW OF REMAINING STORM WATER TO ADJACENT DRAINAGE SWALES, INLET INLET
30' CAMA BUFFER _ _ 1
c CONVEYANCE Of STORM WATER FROM SWALE TO AN INFILTRATION - - - - - - - - - - - - - - - - - _ -
BASIN, WHICH IS SIZED TO ACCEPT THE FIRST 1.5" (ONE & INFlLTRA710N Bg$J,N DETAIL _ ~'ROAD~ ONE HALF INCH) OF RAINFALL FROM THE SITE. ^ _ of PROPOSED LOT 24 - 30' CAMA BUFFER
_ 'EDGE EDGE DF ~ _ ' - - PROPOSED ROAD
d THE INFILTRATION BASIN HAS BEEN SIZED TO ALLOW RAINFALL CANAL 20 0 20
TO PERCOLATE THROUGH THE NATURAL SOILS TO COMPLY WITH _ R UIREMENTS ly;`1LTRA110N BASIN_OETAIL ORDINANCE EQ I~ILT2ATIDN ®ASid DETAIL CANAL
INFlLTRATION BAaN DETAIL LOT 8 LOT 2 INFlLTRA110N ®ASIN DETAIL
TYPICAL CALCULATIONS FOR THE PENINSULA AT TOPSAIL ISLAND PLAN INFILTRATION 20 0 20 lOT 1 zo a zo
SYSTEM DESIGN 20 0 2a zo a zo
A) DETERMINE THE VOLUME OF RAINFALL.
SITE DATA:
BUILT UPON AREA 65054 Ft2
DETERMINE VOLUME OF RAINFALL TO BE INFILTRATED:
VOL = 65054 Ft2 x 1.5"/12" _ 8131 Ft 3
PROPOSED DWELLINGS & DRIVES ARE S ARE
)NLY.
AVAILABLE vol_uME. FOR ILLUSTRATIVE PURPOSES ONLY. TOP SURFACE: 11.8' x 37,0' = 436.6 Ft2
BOTTOM SURFACE; 2, 5' x 27.T = 62.3 Ft2
436.6 + 62.3 = 498,9 _ 498.9 / 2 = 249.5
249.5 Ft2x 1,6' = 399,2 Ft3
399.2 Ft3(EACH BASIN) x 21 = 8383,2 Ft3
INFILTRATION TIME: (VOL /AREA =DEPTH)
DEPTH OF 1.5" RAINFALL: 399,2 Ft / 62.3 Ft = 6, 4'
6.4'/.5/Hr=12.8 HOURS
EACH BASIN WILL BE LINED WITH MULCH AND PLANTED WITH
WAR MYRTLE (Myrica Cerifera LJ SHRUBS, 15' ON CENTER. EIGHT (8) SHRUBS PER BASIN. 4.5' Nj N
4.3' MAXIMUM WATER LEVEL = 4.3'
n a BASIN LINED WITH MULCH & WOODY VEGETATION
2, T I . I w
Common name: WAX MYRTLE m ci Botanical name: Myrica cerifera L. } N BOTTOM ELEVATION = 2J' ~ i I m
Zones: 8,9 iY~
Growth farm: Evergreen shrub to small tree ALL GRASSED AREAS WILL 8E CEN iIPEDE SOD. Height; 10-15 ft
Growth rate: Medium Site conditions: Best in moist organic sons of fhe Coostol Plain; will tolerate dry sites including
sand dune areas, and infertile, acid soils;
full sun to one-half shade.
(As Per State of North Carolina EROSION AND SEDIMENT CONTROL
P PLANNING ANO DESIGN MANUAL, Appendices, Table 8.026) ® J
` INFlLTRATION BAS _ _ "~15' DRAINAGE EASEMENT
/ ~ NOT TO SCALE / p - ~ INFILTRATION BASIN DETAIL
~ 1 I 35 fl,. ( NOT TO SCALE
I ~ I
~ I EL. 5,5' \ / EL. 5.5' EL 4.5'
\ / STREET
e ~g I ~5' z R MAXIMUM WATER LEVEL = 4.3'
I ' , I ~ A ~ HOUSE PILING ExISInNG GR DE 3 0 y 3 3
I I HOUSE PILING o 5 26';. I BOTTOM ELEVATION = 2.7
I SEASONAL HIGH _ _ _ _ _ I I WATER TABLE 2
( I 20" 12.,
R/'N CONCRETE SLAB CONCRETE SLAB EL, 5.5' EL. 5.5'
I I 3 BOTTOMMEL.A~ 2,7EVEL 3 4.3' EL. 5.0'
EXISITING GRADE = 3.0' i _ _ ' _ rc rc
EL. 2.T SEASONAL HIGH _ _ _ INFILTRATION BASIN X-SECTION DETAIL
~ ~ ~ WATER TABLE c~ rc c ~ ~ 20" 12., NOT TO SCALE
35' S' S' 10' ta' S'
~
SLOPE AS REQUIREa sLOPE as ReamREO wuR INfiLTRATION BASIN X-SECTION DETAIL
W wAUc NOT TO SCALE
' L~_ TERRAIN uAZ. sLOpF SECTION AA SECTION BB
LEVEL r., Rawiac 2:1
HILLY 1-1/2:1 O
ci`r?_IMETRICAL CUL-~-~?~ TYPICAL cFCTION OF TWO LANE ROADWAY
~ NO CURB ~ GUTTER ~,Q CURB dt GUTTER
NOi TO SCALE NOT TO SCAtE
20 0 20
o I I I I I I 1 I I
i I I ( PR P SED I I
~ CONCRETE ' Flu D PROPOSED N I I I EXISTING ( WALK GRADE ~ I A
"'i GRADE 4.7 4,5 5 5 4.5 ASPHALT ---I- ( (
3.D I I 2.0 1.4 0 0 I ( I I 3.2
I I _ ~ NAL 3 _ - EXISTING 1.4 CANAL 0.2 -1.5 EXISTING I GRADE I ( ~ I -0.4 -1.5
~ -0,75 ~ o~ I PROPOSED ( GRADE I o:. °z w -1.9 -2.6 s. I PROPOSED PROPOSED z 3 I z al GRADE w SEWER LINE WATER LINE I I ~I 4~~
I '.Q J ( Z.' I Z~ m~ LJ ~ ~
Y I~ W ~I ml vl ~wEnANDS wl I a~ J~ ° a Z¢ a. ~ I I ¢ TO BE FILLED/I w a~ ~ Z13
~ I~z ~I v, a. ~
~ ~ / e~.,y-,, ~ a~ o o~ rl I °I °I caili I i ~ ' T UI MI ( _ (U Iv
~ ~.1..~ / d8 + I p p D PROPOSED ( RO DSE 404 WETLANDS
~ ~ ~b. ~ LOW MARSH HIGH MARSH . ~ ~ I I --I
ti ~ ~ ~
~ ~y
~ , ~r~ o m~ r ~~~~k.,; ~ ?;~~Q ~~,~~.u ~,~a ~~~,,~~~%~,I~`rr~
~ ~ ~ ~ , 9 PRELIMINARY PLAT FOR
n _ mTTT'9 TlT1'ATT1lTf'YTTT ® ®R1 r'1'1P1T1C'`I A TT 1 ['`I A TT T C'"1 T A ATTI
"Z) AIL IOLAIN 11
z z LAND SURVEYING - CONVENTIONAL & GLOBAL P0S117UJV1N(; Tlih VhIN LN~)U LA Al 1 V r k-)AIL DATE: NOVEMBER 24, 2008
? LAND PLANNING & COMPUTER MAPPING 5911 OLEANDER DRIVE, SUITE 201 DRAWN BY: J, Nt5t-MS
8.849 ACRE TRACT ON WALTER R. ATKINSON R( 202 WARLICK STREET P.O. BOX 1570 WILMINGTON, N.C. 28403 ~KINSON ROAD FIELD BOOK: IND. , PAGE: 42
~ TELEPHONE: [phone] JACKSONVILLE, N.C. 28541-1570 FACSIMILE: 910 791-6760 TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CART ORTH CAROLINA COMPUTER: WS6\„PROJ\020322PP K.dwa
TELEPHONE: [phone] PROJECT NUMBER: 02-03-22M3
FACSIMILE: 910) 455-9033 TOWN OF SURF CITY
E:l 3 E-MAIL: [e-mail] SHEET: -4 OF J

R/W ~ R/W
EIP
Q ~ W
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~ I Z J do
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~ ~ a ~ ~
< w z z
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O w x W O ~ ~ ~ ~
M ~ ~ N o
0 w D ~
LOT 1 I LOT 2
` LOT 6 LOT 5 L0~ WARREN SUBDIVISION WARREN SUBDIVISION SHADY SHADY DUNES SHADY DUNES ~ o
M.B. 8, P. 90 M.B. 8, P. 90 M.B. 11, M.B. 11, P. 53 ~ M.B. 11, P. 53 ~ o
POWER I
POLE 150' i oo'
<m D
m
POWER POLE
TELEVISION
PEDESTAL ~
R/W ~S X8.28 9,91 ~ OWER P v ~ ~tsa ( PowER ~ POLE
+~s. ~ n P,DLE EIP si
57 E + F ELECTRIC
~.E>Si,STING 6 EIP STOP ~'PF METER BOX , cRAUEL 5.53 sIGN ~F2
DRIVE 15.00' r E~ -o- PROPOSED CONCRETE WALK STOP /
STOP STREET 25' RADIUS EDCE OF EXISTNG A SIGN - PROPOSED CONCRETE WgLK _ SIGN
SPH EX15ANC r SIGN EDGE OF PROPOSED ASPHALT Z MA ALi .OPdCRETE WALH 9.70 W - --BO ~p 9,65 ~ MpIC~(~'`' _ 9.95 _~'BOX~cu~k OF pRO pS O ASPHq~"„?. _
~ N EXISTING CONCRETE WALK ~ ~
W Jrn N 9.42 9.66
_ Z 9.40 ~
N• C. HIG S54'39'04"W ~ ~ l~
s ~ H WA Y 5 o RAW A 0 S CLAIMEp N58'24'07"E S55'05 21 W v EDGE OF EXISTING ASPHALT BY nICD -X-- ~'--T10A0 148.35' -'"9s~ E N ~ `C
(ASPHALT- OT EMN 16.27 10.13 152.74' N EMN PUBLIC) EMN ?
EDGE OF EXISTING ASPHALT
~ 1 _ EkISTING n - - - - - - - - - - - - -
R w 4 GRAVEL ~ - , ~ ~ ~ _ ~ 1 - - -
~ ~ ~ GRa.WtC ~ / ExiSTNG \ ~ - GRA'~I. EXIStiNr, EXIStING ~ - ~ EXISTING - i ~ GRAVEt GRA'~!. % ~ GRkVEL DitTVf ® ~ 8{JLKHLAD ~'2~ - R/W
SERVICE _ _ -DRIVE - CONCRETE ~ \ GRtV~ POLE ~ = -ppi~- ~ ~ 6RtVE Q1T<`1E WDOD
SERVICE
SERVICE POLE POLE POLE ~
I I
f-- C~
W NOTE
PROPOSED CONSTRUCTION OF C UCTION OF DECELERATION LANE AND _
~ TURN LANE, SHIFT OF CONCRET OF CONCRETE WALK, RELOCATION THIS PREIiMINARY PLOT PLAN IS SUBJECT TO BOTH E PEDESTALS AND ONE WATER ~ REVIEW & APPROVAL eY THE ~ocAL JURISDICTION
OF TWO TELEPHONE PEDESTALS v- )SED WORK TO REST WITHIN 60' R/W
o METER, ALL PROPOSED WORK T AS CLAIMED BY NCDOT AND TN ;DOT AND THE EXISTING SIGN L END
~ EASEMENT DEDICATED TO RED fED TO RED APPLE GROUP. GC = coNTROL CORNER
ECM =EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP =EXISTING IRON PIPE (FOUND) EIR =EXISTING IRON ROD (FOUND)
0 EMN =EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
I EPK =EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) ERRS =EXISTING RAILROAD SPIKE (FOUND))
(11 MBL =MINIMUM BUILDING LINE
I NMP =NON MONUMENTED POINT
R/W = RIGNT OF WAY SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
B® SIP =SET IRON PIPE
SIR =SET IRON ROD SMN =SET MAGNETIC NAIL (CONTROL CORNER)
SPK =SET PARKER-KALON NAIL (CONTROL CORNER)
~ r =CENTERLINE
7~~± ~ ~sV V wM =WATER METER ® =TELEPHONE PEDESTAL
Q. d
(U ,m . `.a®~. w
C~ ~ ~ O a®~ GRAPHIC SCALE
r1 ~ `~PAg. :q®® 1 V Et`j Jxr At?{`,tip
~ DECELERATION LANE & TURN LANE FOR LANE FOR 20 0 ~o zo ao so
~ ~ 9 SAL ISLAND (IN FEET )
1 inch = 20 ft.
LAND SURVEYING - CONVENTIONAL & GLOBAL PU~;MUMNG ,,~{7~ d a~ {ill f d.*+d` ~q
z LAND PLANNING & COMPUTER MAPPING
N.C. HIGHWAY 50 & WALTER R. ATKINSON R( 0 TKINSON ROAD ~r f DATE: NOVEMBER 24, 2008 DRAWN BY: J, Nt~Z-MS
202 WARLICK STREET P.O. BOX 1570 TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CA NORTH CAROLINA J? FIELD BOOK: IND PAGE: 7
Q JACKSONVILLE, N.C. 28541-1570 COMPUTER: WS 6/PROJ/020322PP K.dwg,
(A TELEPHONE: [phone] TOWN OF SURF CITY >t PROJECT NUMBER: 020322TL
Z FACSIMILE(910) 455-9033 LV
E-MAIL: [e-mail] SHEET G 0 F 5
3