Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
76-02 Oversized Plan
LAJ / zO� �°qs/ LEGEND _ z�� L `�- q� MqR AC � � � � -.� Sy ACRES O� _ c\I / ENE A - E - C . AREA OF ENVIRONMENTAL CONCE} o a MBL MINIMUM BUILDING LINE ow 77 MHW MEAN HIGH WATER o o O� o , \ O 0 O W C7 W - - WATERLINE \ \ \►- \ CD N " v) v ELEC 3 ELECTRIC LINE O ..- TELEPHONE LINE �c :�1TELE SPOT ELEVATIONS tMLW)x -65�- .. UQ M WATER 6� � 62!_-`sue ' `q� W LtJ W 4 W f _-MB- ARCHEOLOGICAL SITE AS z o ca t � 11 J,�,'- ,,, �` . , ��.\ \ \ �, IDENTIFIED BY N.C. DIVISION �,.•� � •. IViS 2 �, �� �� 20 f - Q- �,--_-----�----MBL�--------- �, �,,� � OF CU ORAL RESOURCES =,�� • LT cv 82 ' r 271 , 269 268 267 f . ,� *: y t+z U Q Q --+ (- r-6.92 272 ` ----'p�"_ .•. .� J °."1.20 !!� 3,� 2,-T♦ r 27 �•�O��/ `\4i {"', +� •� y!_ rvf ♦ } '+ 4 I. Q ¢ z C) _ W aata o 274 -0. 29 `275 Ln- Ln 285 \ �R 1()M - - W Q N • .8� - `. `; raw +_ I i �:,t, t' �`- ' APPROXIMATELY 340CY a y r 1._ �t ; A T ( I , - ;��--rr<; BO SOUND - 7 UE 0 �j - OF EXCAVATED MATERIALS ,`•, ''>>' "<i �_` _ i? \ 5.25 AREA NO. 13 ,. r `, /` 1 51 AC\ { MHW) � � 70' « -7.70 `� 277 { 0.99 AC C A MA } r rr f 7, 30 r 6 C 4 \ { r f r \ G ry ruj a. ��.',. 0 uE`.� �Jj,1� , _ I: ,\ r ,lj � -2.50 ! ' �, N r _ _ rrr ,� �` \ C -4. 4 5 �;: A .86 �20� < 1 -2 TES -d. 77 ---e----�"�-'.-_. REDCO PROPERTIES, rr �,JCL �_;�`, �� 1 . 51 AC ( MHW } fr rrr v ' �4 �,; d- C : r r r �G ° 5.74 w �A r1 r,1. rr 25 •. �,�� �� , \ O : py \21d2� I Mid` 9" f'` � rr o•, `� '�,` F� , 0.6$ �\ 0.46 \' rr \ rr �R \\ �' � �• ,fie, ; _ \' 2 f , � r r \ f o°3t . 4 6 p, AREA = f .,,'. ` 0 :\8 \ r \ 6 r _ L r -:>, 32 °, r \ 1.08 AC ( MHW r \ C -.790. 01 \\4\ ..4 Jr rr\ \ co2. 55 ' PAVEMENT r I C.UI t;Te i} '� �. �` -' ' '�� \, rt r - A r \ a� r 2 \ _ EX. 20 E FS� jN. ' (Q / �.! 2 NZ <.` , �' P r ( 1 ' �, - i? Y C..' 1._. �.I h\` \ W L� j Q� \ r r \ 24 \0 w W Z c • 4.88 ` �, .� Fro j { \ \.\ b ►- , W` :rv o�w , 4J r �, y ,�'79 cl- ` ±> �' ` % -5.$2LI WOAD C. R �`-�%1, f \' AR . 2 AC / 2 /� va �Q r' "v 0. 98 A ' LAMA) �• , r�WE:i L I;a�IC A. JACK. H RRELL �: .49 r r EL , A d•7 A 211 ..� 24 _ / ` r J C`Q F °�Q• 81 n' `F.SS pA r1+ i ----� �0_5. 03 ° -2 99-p 19 1 - r 1 r �. ro q t 2 1 \ i �., -0. 27 _I A,L;,MAR4.95 E l ":' j J fa 245 Qr, It 3 0-3-85 f \\. ♦ ' 2 24?/i s „ i , ' I � oal � ` A` _ - _ 23�3� J r . JENN I E KAY K I VETT % S p 26 1 <. --8.;` / r "1 9 AC. {MHW } r`Et 24 / ". ,� � 23 1 ` f f r / t. 0 i 9 AC A { C AMA) 234 \ MARY ELL I SON TURVER t° HATTERAS STY# LLJ r l f 229 TIMBER AC 3sS� P2A 242( c6 i `� "--- ,\ m '"----_ JAL qsr \ ..s`1.1� �,�YS1 1:�4� \ Y 1 \\ / p� 39 4 l� (;6s> / MONEY ISLAND TOWNES & �� F---- R / �, ., Rp 0.7 $ ' 2 � 2 � 4�.. HOMEOWNERS ASSOCIATION C`�ti /� �� - ° 2 67 �'"'`� ° 1 20k '''.- 'a _ _ 22 - 240�f; 20' �'AVE(yENTN\\�```�"`©� 7 .__., :> NEW 6" WL BY DEVELOPER o_17 N -0.39 02 -0 04S1q `\, EXt'� S, � \ 0 �-2 WL-4. 1 1 'i . 99 � � •,:,,�, . (} . 3 ' Q\p. „ uEX. HYD+ M.H.W. LINE0.63 © AL-0 39 90 i. 7 _,. sI,,` 0 24 \� _DR41Nq r11 -0. 45 36 moo- q E R 2.$a 04 0' RIW X�) \� °75. 70 • r,/ \� C (9 r�E� APPRUX I MAYFLY 250CY o p OF EXCAVATED MATERIAL_ 7.24 -3.21 N 7.40 w 3 v �5.77h , FORT MACON MARINA t roc / - XISr 00 00 F o qS o SH t, 1 46 x `:. pr,�j w.. r .. Yi ,2.a. ....,...,i*_, �•�a...>.. e..., .1..:.::.,t , :,.,.. .., _ «..:.... , T' ,Y.,:. 1 :. t : r x ..... ,r! ... .... ... MASTER WATER METER - & BACKFLOW PREVENTER 3 -- W 0 Z o Q 0 LEGEND E- \ co', AC ACRES �o \s q� A • E • C • AREA OF ENVIRONMENTAL CONCERN0 o Al q R�N M B L u C \ MINIMUM BUILDING LINE -N NO MHW MEAN HIGH WATER N M l 0Oow W - - WATERLINE `♦ / ELEC ELECTRIC LINE N> U U F- 0 TELE TELEPHONE LINE � 00 •• w SPOT ELEVATIONS (MLW) N Mo 4 iJO- N86° 20 5 ti 1 0 °`e \ _=_15 _j MEAN HIGH -- � �g°° �G65 - --- \ .[J)1ARCHEOLOGICAL SITE AS QWATER DINE \\ _ _ _ 72.40 _ - 0N' " _ IDENTIFIED BY N.C. DIVISION Q \, _c- Ron�,F ;--�'t`\�� r�--MBt�63�c - , ,, i� ,. �.\ `` , e, OF CULTURAL RESOURCES CD bra IT'I E 42U(OD2 J - ---------------- / �N �Ab r-'__ -MBL �0 ST Y=�326.8 6 r r 269 268 267 2 271 270 0 28� i 10, �- 0-9.97 I v' 275 i 0 1 1 . / y���' 0.29 80\ 285 -----�- g------------ 4 BEDROOM 13.9 o a ° 10 �0 1 28� °-2`.• /'I \ 9.5 DWELLING * 9 ' SYST O - ELEVATED ON P I � � - • BOGUS SOUND \ �, s� o° � � LP/P WASTEWATER E �� \, � u � \ °-5.25 �' \�� °�� LOCP�JDN API COVED BY CCDEH 5, ,j \ s " \A.� ` \� °c,� AREA = \ I- - - - - -- .' \ \y 1 2 ��\ \ \ zk0. 13 �' \ `� ,I 1 .51 AC \ ( MHW) 0 70 �/ \ . �x 2 °-7.70 �. ��+ ��ti '� 277 0. 99 AC 'i CAMA) �--- x 9.5 ,'` `. r °-7. 30 \��` \ `� / \ REPAIR AREA y ,' ,' / �' �\ a SUBADUE0US UTILITIES \ °-4.47 ` ` Z�1 9.5 \ 8 6x i ---- / ,'x x N. x / ''` a WATER, ELEC, TELEPHONE \ p �20 ATTERAS STYLE 0.05 °\�� � 15.1 x \ 4 BEDROOM '� A \ x \ TIMI� R ACCESS PATH DWELLING 0-2.50 ° \ \ °�\� , r. ELEVATED ON PILES .86 0-0- 54 \ \\ �� 14. \ .2 ,� \ ,' 254\�\ \ \ c �� -� ELEC -2 % 1 . \201 � ELE , _ �.._. _ ___. _ _ C ' ' \ Ujo °-2. 4--�---� 17..3 - - jll\��DC0 PROPERTIES, LL `T -.<` 'oN ' %TE�4.50 ��0.77 x 1 .51 AC (MHW)'``�� 0_ ' r} , C' X 0. \ HAYTE AS/'STYLE \ /� "� / bl. �� sue\ 6q� z c 5. 74 (5\p 0 \ 1 / \ / i \ a, 6 .09 20 \ T I MB iR A C E,S'S PATH \ \ / / ,i \ \�\ 0\ .9 0. 68 �' ��` 6 0.46 -\, x 1 5. 6 �. %C i / \ \ ` Q)" 1 6. 3 �S 6 \ °\ a 1 0 , 4 1 / , / / v. \ S � 11.6 0-2. 97 ���• b e 3 1 5 . 0 x \ C // /' 3 . 4 . i x1i \ X'\ e 3 0-2.35 °3 ��3Je: 4L� 2 �� x 17 x k'� ,' s. ' // \`6 \ ° �0 �a0 1.4 6 S mom\ 2. AREA \ os` ' -4.68 -2.°71 `�`7 \ \ \\ /// ��. 1\. 08 AC W) �� / ' 4 BEDROOM \e / / - 0:\89 AMA) 2 ��, , \ �E. DWELLING 2. - 12 . x HERITAGE, 2 \ LLCx �� /\ \ ELEVATED ON r' IDES r� °_ 1.6. f / \ 1.08 AC (MHW �G 0 3 3 2 0 \ 4A -2. 55 .79 �0. 01 �7 1\� `✓ /r%, \ 1 6. 3 , \ 0 -1 1 . 6 7 \ / \,, x EX. 20' PAVEMENT ti� ARTICULATED •�, s;�oy DPP \WASTEWATER SYSTEM _ GANGWAY, 4x10' \ �� \ �\ <\ � �PQ n R rr x16.S�7> > CAT ION AI RO JED BY r D�H \ \ / 3 A. i JENNIE KAY KIVETT w Q 0 0 0 Of I I 1111 1�' I 0' PAVEMENT NEW 6" WL BY DEVELOPER EX. 2" WL EX. HYD• 10/ Rq I Nq GE Eq S EM,1tVT 0, R/W EX. 6" WL • \\ °ems s -�, \ �� �� \ ��\ 24X• 7s �p I STD" TER SYSTEM/ i 'e x11.7 �`, ` A f- • o_ \� APPROVED BY �'C '\� �' \ v w 4 88 \�\ �p°� \ \ �� '\.�. 1 . x r�P \ \ ; abi' \ \Y��. sue'\ \< o 1270 �•/ /I 2444 ♦ \ 2 ' "/ / 5.8 2 �, . 2 \ / _ �. �� / x \ . \ / / _ LI WOOD C. -NJ R / / \ �0- AR 22 AC ( �� / 4 BEDROOM ��/ �\ % / vw♦ �vw �i / .22 C (MHW) 13, 4 x \ 1 /5 ' DWELLING \ .49 \ \ 0. 8 A LAMA) EV ° °\. '� ,' ° ` ELEVATED ON PILE 24�� \ �� 0.2� 211 \ / \ / \` °�` 0.71 4/ S �\ / HATT RAS STYLE / � \ �� \° 1 , 6 C'O\ F` \ -Q.81 ��\.� /R AC ESS PATH \� (� y qs �`'f� / �° `�` ` \ °y\ li i,� i \ i ` , -5.03 °-2. 99 �i-0. 19 \ 9 =\ �� ,i j RI ME` -1-2 - .1 x ' % , ! ,0 7 ©' x10.8 4.4 ,. MAR I T I w1E .� �� IR q 6 %� ,, r� o FOREST x \ o \� *•♦ o, '�� a CLEARING AR 4.6 \ -4.95 \ V \.�♦ ° `. \ � , � � ,� � = �� � � LIMITS // / ,✓ S/�- n-0.27�`� Low DI HIE / �l / �i �ivi-45 5� `"��` °-3.85 ���. 1. A " �_ _ __ ,'� \� , LOCAT 0 PFRgVED BY CEDED ;� ♦ -,>' / X 2 / // -T 24� { i y� , © -0.26 W -�- ; �.:\� • 1 C MHW) - - j'R 24f \ *.,C� � �r �� q , 3 %a ' , `' 1 � � �C) . ( AMA) 234 / 23 -A /' � I � 4� ' MARY ELL I SEEN TURNE ¢ ' j 4.5 \ ♦�`�~ N>�04'C1� 3� < 1. 19 AC ('IH 229 HATTERAS STYIIE ° 2d i!I U l 99 \� �ro� 1 �� TIMBER ACC ESP P2 ocd Sl 1 i J t L T O� �\ 0 q \� 1 . 11 '-©ys 1`,2 `� 2 \ ; `� MAR I T ]: ME 2 23�2 A" 239 241 STER FOREST �l l �1 / MONEY ISLAND TOWNES� , f HOMEOWNERS ASSOCIATION U�� '�/�y\ \ °-2.67 `_`'�.. °- 240bi / % 's, < \ `� . 200.43 5 c °\ 3 -� 2� '�if Q'% i o _ 2.59 _ - - - _ / °-4.16 � 9 °�g - 51 - ACCESS DOC�f{1 ♦� 0-0.39 '��`c� 0.�1-o'4SrgL tH LINE �sN61 °-4. 1 ° 02 -1 .99M� �` -1 , 5 ©.-` 0 3c� 55 _ _0 • �@. `� \/ 0.3. /,. M.H.W. LINE 'e 0.96 0.24 0 0=s.73-o COP 0.47 ARTICULATED - . ;.».�.�' .3 6 I' �� s ' - �0-0 4-0 -2.80 ��' GANGWAY, 4' x1 G' ° 6 a -2 65 -2.92 \ \ °0. 04 0-3.8 8 0-2.8 9 5.70 OD Cy 00 0 i x \ -7.24 ; /? -3.21 1 f % 0 ! � f -7.40 J J j-5.77 FORT MACON MARINA roc 1 SST % � / o q� �-/ q,Q -�� r i I` o S L I NE �.! _ 0 , \., Lij (D z - CCI EGEN s_x a L) <t un A C ACRES x 0 I -L I A, E, C AREA OF o _ � -E ENVIRONMENTAL RaNMENTAL CDNCE�l�Q MBL MINIMUM BUILDING LINE - N �©N o 0 o a Q MHW MEAN HIGH WATER -- j N, - N M 1C) r� co " 0 0 O W 0 f_-- Q- - W _ WATERLINE - . ELECTRIC LINE �- r �.���- -ELEC e .-- - -- TELEPHONE LINE TELE J y SPOT ELEVATIONS tMLW) s3 _ � CJ K... O :;x; .- �ct ARCHEOLOGICAL SITE AS � `f u,�♦ _ - . A_ IDENTIFIED BY N.C.DIVISION �,.,..•.,,, ,.-, .., ,; , , k\♦ - . ., . ass r fi :- \ •. RESOURCES OF CULTURAL MQL _ Y k 4 c .. 269 268 267 !! 282 271 270 -p -. - \ l .. \ I S �:s co -6.92. ' , P\273 1.20 ♦ ' „�,,, ,,..a ° y. ,. ! !!.' ♦\V ,x .t\`- Vrf •ti P®'a1 { \ e ° 9.91 �1 �. 8'1850 . 10 r r�' i APPROXIMATELY 340CY c�` jf vVy Q: , _.. , � ( _.. N , _ t -- - - � _. � �E , BOGSOUND OF EXCAVATED MATERIAL .p < / \ _. p 5.25 , � .13 1.51 AC\(MHW) 7pAREA < ' \;\` '�\xf ;ri• \ ! x 70 0-7 I+ 0. 99 AC CAMA 1 ! , • x , C r 277 I ) ,� \, x r! \ x 4 ul Ln U O CD ICJ Q Q •--r tom- (-D C-] Q` CD = Ll_I � Z Lli (\ Ln �- LY L-) LlI Ln CD N .30 VI .w -4 47 20q ! .G Z .� 0.05 W 0 IN 4.45 4 .86 -0.54 �, . \ - _ ter»\ ,� \ 'S• \ 'CL °-2. TELL- t-0. 77 , . _., .� -- -- REDO PROPERTIES . t (; `- -- /`. r' '\ \• 1` . \ �' E-'- " 1 .51 AC (MH W ) ,/' �' �l \ w cr: CL C/? /. .09 5.09 , j ! / v -2.35 �. t 4 6 coo; , \ .AREA 0-4.68 `' ° / / \1 . 0 Q A C W) _ ! \ r 2\ 71.11,7 ' �. \ ,' `�� , �. 8 AMA) ` 2 \ G HERITAGE. L L ._ . _ PILL pi 3.32 1 .OS AC (MHW f' `� \ <� -2.55 .79 t�0.01 \' r� \ f �p f;00 �` EX. 20' PAVEMENT ' 2 _ i 9 r LLJ R \ , r\F- 240 ILR, \ I-- i Lu 0 -4.88\+ ♦` \ �\ cps C�4 , r / % 24$ \ 1y7 w f \ \4 ` 4 , \ / AR 07 I WOOD C'1.1 R �', \♦ / `\ .\ <,. l / 1'. 22 C (MHW) . 2� AC ( \♦ \ \Z� f ° '� 1'^*\ G. 98 A LAMA f ' A. JACK H RRELL \ ° 1�4 9 ' \ � r ` / _ 247 r t Y-�. p >, cps \` �Gi• 81 \`� l , r .,. � ' -, >-5-03 -2.99 \ 1 4 v246 , , \ -0.27 MARSH L 1 N \ _ , \ V` �- CT A�7 N J r. A 245 r Ilk 9 p ?1.9 `M1f3� , LrA - G35 I / I JENNIE KAY K IVETT ,�' . \.5 `•.� �, _ _ `*\, .� o. 26 �� ""--,`:, , �` 1 1 9 AC ( MHW) -�� 24 G•� AC ( CAMA) 234 23 r / r + MARY ELLISI3N TUPNER ¢ ° a , �� 1. 19 AC (MHW) 229 HATTERA5 STYIIE 24 C�c\ •� •� 0. 99_ -., °` t� TIMBER AC 3�Sk P2AQ >i . Lb 0 ST i MAP T I Mt 22 G iC 239 r MONEY ISLAND T'OWNES 241 1 r-- R©-0.78 2 I ` `-� F17PEST 1 HOMEOWNERS ASSOCIATION ,y r/ 9'S \ \ ° 2, 67 ° 1 2p `4 \.,,�, 227�-_ 24ebr s 1 • -- - _ 20' PAVEMENT 2 az �' L 2.17 * i 2.59 `\e ���f�"�'^ 2'-'J NEW 6" WL BY DEVELOPER \ °-4. 16 ^'r r,7> -----_ - '_f L L IIyF \ _-. ,.. �fsT �-4. 11 -1 .99 � • 5- �`c�0 3 g .39 - 24 -( . T 3-� COA�,� 0.47 DR ' 7 2.80 /, . x e 89 00 APPROXIMATELY 250CY 19 \ C 7.24 OF EXCAVATED MATERIAL � '\ (/ ° 7.40 5.77 FORT MACON MARINAco r ■ MEAN HIGF WATEP, VICINITY MAP N.T.S. WETLANDS DATA FROM 100 TO 101, S 15 36 11>690 E, 34.0601 FROM 101 TO 102, S 23 27 26.456 E, 27.952C FROM 102 TO 103, S 67 04 54f188 E, 19.117S FROM 103 TO '104. S 55 33 02.260 E. 41.5222 FROM 104 TO 105, S 53 27 15.042 E, 28.697C FROM 105 TO 106, S 56 31 23.484 E, 31.264P FROM 106 TO 107, S 59 08 03f552 E, 44.7291 FROM 107 TO 108, S 63 42 17.663 E. 31.6317 FROM 108 TO 109, S 54 28 59,689 E, 25f1764 FROM 109 TO 110, S 13 41 10.295 E. 19.5785 FROM 110 TO 111, S 28 05 59.085 W, 23f215C FROM 111 TO 112, S 21 08 29.829 W. 28.245S FROM 112 TO 113, S 39 20 43.818 E, 18.1607 FROM 113 TO 114, S 42 49 41,592 E. 22.6249 FROM 114 TO 115, S 65 46 34,206 E, 15,248C FROM 115 TO 116, N 84 07 34.853 E, 32.3661 FROM 116 TO 117, N 88 27 55f770 E, 12,6823 FROM 117 TO 118, S 51 46 22.895 E, 13.108C FROM 118 TO 119, S 72 40 37f169 E. 30.5653 FROM 119 TO 120, S 83 14 29.856 E, 26.2048 FROM 120 10 1121, S 73 05 38.796 E, 48.1013 FROM 121 TO 122, S 18 25 02.661 E. 34,002C FROM 122 TO 123, S 72 02 11.679 E, 31.7469 FROM 123 TO 124. S 65 01 07.296 E, 34.2691 FROM 124 TO 125, N 78 27 18f089 E, 23.970C FROM 125 TO 126. N 70 32 21.740 E. 23.8943 FROM 126 TO 127, N 66 38 38.401 E, 18.393C FROM 127 TO 128, N 26 43 59.599 W, 11.7967 FROM 128 TO 129. N 29 25 01.222 E. 17.9513 FROM 129 TO 130, S 76 19 39.260 E. 15.4896 FROM 130 TO 131, S 77 30 17.527 E, 12.9522 FROM 131 TO 132, S 60 35 15.898 E. 17.6451 FROM 132 TO 133, N 50 20 39.316 E, 16.5759 FROM 133 TO 134, N 12 27 53.018 E. 19.6594 FROM 134 TO 135, N 25 38 28.747 E, 14.8481 FROM 135 TO 136, S -71 16 47.617 E, 4.9739 FROM 136 TO 137, S 27 08 48.225 E, 9.7332 FROM 137 TO 138, S 03 33 07.596 W, 16.6604 FROM 138 TO 139, S 24 54 32.353 W, 17.7658 FROM 139 TO 140, S 05 40 49.102 E. 10.3283 FROM 140 TO 141, N 56 38 50.753 E, 15.9942 FROM 141 TO 142, N 19 32 41.098 E, 17.2793 FROM 142 TO 143, N 22 52 03.266 E, 24.6525 FROM 143 TO 144, N 08 58 19.304 E. 14.5139 FROM 144 TO 145, N 11 22 44,062 E, 9.1313 FROM 145 TO 146, N 04 54 06.569 W. 22.8296 FROM 146 TO 147, N 19 55 30.940 W, 38.1826 FROM 147 TO 148, N 31 43 52.250 W, 45.8349 FROM 148 TO 149, N 46 34 49.061 'W. 36.3721 FROM 149 TO 150, N 49 44 48.155 W, 21.4070 FROM 150 TO 151, N 52. 45 05.325 W, 45.1767 FROM 151 TO 152, N 55 39 21.605 W, 46.8964 FROM 152 TO 153, N 48 26 26.303 W. 49.0414 FROM 153 TO 154, N 32 23 34.096 W, 30.2122 FROM 154 TO 155, N 30 54 46.514 W. 60.8411 FROM 155 TO 156, N 44 04 10.937 W, 34.4147 FROM 156 TO 157. N 51 34 42.057 W. 48.8107 FROM 157 TO 158, N 45 22 00.747 W, 45.4810 FROM 158 TO 159, N 49 46 52,380 W. 25.6254 FROM 159 TO 160, N 53 32 27.591 W, 31.1811 FROM 160 TO 1614 N 89 26 56.565 W. 34.0360 FROM 161 TO 162, S 77 52 05.520 W, 38.8182 FROM 162 TO 163, S 76 00 33.514 W. 22.8885 FROM 163 TO 164, S 65 48 34.620 E, 14.601' FROM 164 TO 165. S 54 13 52.589 E, 17.0077 FROM 165 TO 166, S 44 28 03,422 E, 14.7421 FROM 166 TO 167, S 43 32 24.776 W. 10.3513 FROM 167 TO 168, S 87 51 31.457 W, 12.5009 FROM 168 TO 169, N 86 35 49.591 W, 13.6688 FROM 169 TO 170, S 80 48 01,207 W, 19.5597 FROM 170 TO 171, S 89 52 07.736 W, 23.5827 FROM 171 TO 172, S 83 48 58.940 W, 25.2818 FROM 172 TO 173, S 72 42 45.808 W. 23.2313 FROM 173 TO 174, S 61 01 58.559 W, 27.4116 FROM 174 TO 175. S 41 29 04,172 W. 14.9048 FROM 175 TO 176, S 28 48 37.959 W, 25.5584 FROM 176 TO 177, S 28 24 10.888 W. 25.3165 FROM 177 TO 100, S 26 36 22.602 W, 23.0099 FROM 178 TO 179, N 48 02 18,491 W, 12.1343 FROM 1.79 TO 180. N 40 54 38.143 W, 19.1250 FROM 180 TO 181, N 18 48 43.308 W, 22.9177 FROM 181 TO 182, N 32 50 58.334 E, 17.7731 FROM 182 TO 183, S 50 46 02f245 E, 15.9743 FROM 183 TO 184, S 45 52 46.132 E, 36.1955 FROM 184 TO 185, S 62 59 38.547 W, 9.7793 FROM 185 TO 186. S 44 19 14.444 W, 9.4853 FROM 186 TO 178, S 16 22 19.467 W, 13.1983 PROJECT No. PM-912 DESIGN FILE: 912/912.DGN BOGUE SOUND THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPTICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS ON MAY BE RELIED UPON ROM THIS DATE. THIS 87 CORP OF ENGINEERS rol S12°53'00"E 13.14 N7q°33'50"4 S79°50 10"w / \\ S63.18'10"W N58°28'45"W NOTES: 1.I THIS M+P IS NOT FOR RECORDING. 2.) NO BOUNDARY SURVEY DONE. 3.) THIS S.'RVEY IS OF AN EXISTING PARCEL OF LAND. 4.) WETLANDS FLAGGED BY LAND MANAGEMENT GROUP IN APRIL 2000. 5.) SEE SURVEY BY POWELL-PHILLIPS SURVEYING, P.A. DATED MARCH 22, 6.) TOTAL QACT AREA = 5.00 ACRES 7.) TOTAL 1PLAND AREA = 3.87 ACRES 8.) TOTAL VETLANDS = 1.13 ACRES 9.) AREA B( COORDINATES. Flo P� N CARO '1,,, Ss/O,y:-9 �•�¢ SEAL v� r L-3407 NN COR`�� • f60 OWN. SCALE: 1988 AND REVISED JANUARY 6, 1998. I. E. GLENN CORBETT, CERTIFY THAT THIS PLAT WAS DRAWN BY ME FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOKS REFERENCED): THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE OF THIS PLAT: THAT THE RATIO OF PRECISION AS CALCULATED IS 1 10.000+: ._ WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMB , AND SEAL THIS 13TH DAY OF JUNE A.D. 2000. JUL 31 2000 COASTAL MANAGEMENT PROFESSIdNAL LAND SURVEYOR MOREHEAD L-3407 _ RETSTRATTON NUMBER REFERENCES: M.B. 28 PU. 10 WETLANDS SURVEY w z w LL! LEGEND Cr O Z EIR EXISTING IRON ROD FIP FXISTING IRON PIPE EPK EXIST.IN5 PK NAIL ECM EXISTING CONC. MON. ERRS EXISTING R/R SPIKE SIR SET IRON ROD CP CALCULATED POINT MHW MEAN HIGH WATER N/F NOW OR FORMERLY MB MAP BOOK DB DEED BOOK PG PAGE PP POWER POLE LP LIGHT POLE OHE OVERHEAD ELECTRIC =ELEC ELECTRICAL PEDESTAL. TRANS ELEC. TRANSFORMER TEL TELEPHONE PEDESTAL CTV CABLE TV PEDESTAL WM WATER METER CO CLEAN OUT OWNS P'-) : TRACT 1 - N/F GERALD MA1' D.B. 622 PG. 187 PIN# 638513145376 TRACT 2 N/F BEN KILGORE U.B. 622 PG. 187 PIN# 6385131 4724r TRACT 3 - N/F JAMES BAILEY D.B. 622 PG. 187 FIN# 638513148158 TRACT 4 N/F WALTER JOYNER D.B. 622 PG. 187 PIN# 638513240132 REVISIONS: Na 1 6, 1 DATE I DESCRIPTION MONEY I S L A AT ATLANTIC BEACH, NC OWNSHIP, CARTERET COUNTY, NORTH CAROL it CLIENT: LINWOODC. TURNER ADDRESS: 1104 WEST VERNON AVG. KINSTON, NC 28502 STROUD ENGINEERING, P.A. 151-A NC HIGHWAY 24 MOREHEAD CITY, N.C. 28557 (252) 247-7479 GL SURVEYED: .H. 6/1/00 DRAWN: E.L C, E C, C DATE: 6/13/00 SCALE.: ill f/nl SUBAQUEOUS UTILITIES WATER, ELEC, TELEPHONE MASTER WATER METER & BACKFLOW PREVENTER EX. 20' PAVEMENT NEW 6" WL BY DEVELOPER EX. 2" WL EX. HYD•--\ EX. 6" WL PROJECT *: PM-912-2 DESIGN FILE *:912-2sp.dgn / / I i I -ELEC TELE- MEAN HIGH- WiJER LINE PRIVATE DOCK FIXED TIMER 810 SF u -6.6 / 5.906.38 t 1 0.0 -4 Irks, ' P� 713/GUIDE 'r �A /� 4PILE, TYP. ARTICULATED GANGWAY, 4x10' S6, ATTE DOCK I NG . 396SF -4-4 \` GUIDE PILE. TYP. \ a M6ER 5 \\ \ FIXED T ACCESS DOCK 9-5.35 566SF ot,81 l4 ' z tSlr I � •! co,4 rqc 42.14 20' 55 E IN, 4 MARITIME FOREST. \ / VOGUE SOUND SH LINE ,, \ 4 BEDRO DWELLING ELEVATED ON PILE CO PROPER I E LLC ✓ / .7 1`AC t W �// 4 BEDROOM x DWELLING ELEVATED ON PIL ° s� TEL E ' C 1A, ' 'L / k r \ HATTE AS 'STYLE /+� �� ^>i, T I MBE A Eb'S PATH \ b. x16.3 �'�► o� q9S fi f 4. / y1 �! 3 12. 3 x \ i %C., O 4 BEDROOM q•F, i \ 12.9 LLC 3.2 / / DWELLING C ` 12 % \ C \ x HERITAGE, c ELEVATED ON PIL r�,` \ , 1.08 AC (MHW) x �� ` �� F i `QS \ ST P ASTEWATER SYSTEM ION A``RRPROVED BY C EH'46. /` \M \ ' I \'�'Sy \ '� w" 11FA L ST TER SYSTEM /' ' \ 1).7 \� sF \sue -1 ON APPROVED BY (qX i TTERAS STYLE ACCESS PATH L I D C. TURNER 1 °'i 4 BEDROOM / \ )3.4 2 AC (MHW) 1 •Js '� E DWELLING 9�esp , \ •i ELEVATED ON PIL /9 9° MARITIME � `12. � ; 1`�'" 12. O, C) / t FOREST ' i� Z �V , / ) 0.8 MAR O �'/ \ LE IT,SN4� \ _,� '4 0 4 --L WASTE TER 'YSTEM \\ __-e.-L ;' �' LOC ION PRO}/ED BY CGDEH 0. _ C. -1.5 HATTERAS STYLE / o� th \ 'U•q�'2 0 `i TtWER ACC1 -3• NJ, / MARY ELLISON TURNER 1.19 AC( �' ..` 4 \ MAR I T P1� f �2.61 48X SS ow .F 35,E 1. 5 '., FOREST R n � ARTICULATED 4.17 GANGWAY. 4' x10' \ p,a �0 ,31 e � O.0� �{ 09 AS `\ �g \. \ PR I %PDOCK 6 F -2.0 ` A44 PS/I L ? --- 4 99 0 b , N , 44 \ � \ \ FLOATING. 540 SF x Jjq 4 '10; SB \ ACCESS • 1 r\\ 324 SF_ - M.H.W. LINE / \ �, \ �4�0 /�� o �; -GUIDE PILE. TYP. 000 -4.71 n �1 FORT MACON MARINA .0 20 0-0 :# Jill SCALE: 1" 40' ARTICULATED PRIVATE 06 GANGWAY, 4'x10' FLOATING, 519 SF (17.20 28.49 /�7.27 �8.90 J � �9.61 *sl INE LEGEND SITE ID NO. / 31CR151 - BOGUE SOUND MONEY ISLAND i--FORT MACON MARINA ANCHORAGE MARINA Vf -1 I _ TOWN OF- - f, f jf `1 � Tz'-TLANTIc BEA�� _ VICINITY MAR NOT TO SCALE GENERAL NOTES: 1. TOTAL NO. OF LOTS: = 4 2. AREA OF SMALLEST LOT = 1.08 AC 3. TOTAL TRACT AREA = 5.0 ACRES 4. SETBACKS: FRONT - 20' SIDE = 7' REAR = 20' 5. WATER TO BE PROVIDED BY TOWN OF ATLANTIC BEACH TO MASTER METER AT END OF BROOKS AVE. WATER LINES ON ISLAND TO BE PRIVATELY MAINTAINED 6. SEWER TO BE PROVIDED BY ON -SITE LPP SYSTEM FOR EACH LOT. 7. INDIVIDUAL PROPERTY OWNERS WILL BE BOUND BY DEED RESTRICTIONS AND TO COMPLY WITH TOWN OF ATLANTIC BEACH LAND USE AND MARITIME FOREST ORDINANCES. COPY OF DEED RESTRICTIONS TO BE PROVIDED TO TOWN OF ATLANTIC BEACH. 8. LIMITS OF P.U.D. ARE LOCATED IN FLOOD ZONE X AS DEFINED BY FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 370044 0002 E. TOWN OF ATLANTIC BEACH. N.C. PANEL 2 OF 2 . 9. INSTALLATION OF ON ONSITE WATER, SEWER. AND ELECTRIC UTILITIES SHALL 8F DONF TO MINIMIZE `, •"- `;...• ..,,-: ., r �_ s,.er�. UL e-nuv tUCU rut. ffuCCl AUJAi,rNj IU CONSTRUCTION AREAS. 10. BUILDINGS SHALL BE SINGLE FAMILY RESIDENTIAL UNITS ONLY. 11. ALL UTILITIES SHALL BE UNDERGROUND, 12. POLICE SERVICES WILL BE PROVIDED BY THE TOWN OF ATLANTIC BEACH ON A DELAYED RESPONSE BASIS ONLY. RESPONSE WILL BE BY BOAT, RESPONSE WILL BE LIMITED BY BOAT AVAILABILITY AND WEATHER. TOWN OF ATLANTIC BEACH ASSUMES NO LIABILITY FOR REPONSE ON DELAYED BASIS. 13. FIRE AND EMERGENCY MEDICAL SERVICES BY THE TOWN OF ATLANTIC BEACH WILL BE PROVIDED ON A DELAYED RESPONSE BASIS. RESPONSE WILL BE BY BOAT. RESPONSE WILL BE LIMITED BY BOAT AVAILABILITY AND WEATHER. NORMAL RESPONSE EMERGENCY MEDICAL SERVICES WILL BE PROVIDED BY THE TOWN AT THE LANDSIDE BOAT ACCESS SITE. 14. ACCESS TO MONEY ISLAND BY RESIDENTS SHALL BE BY BOAT EMBARKING AT LEASED OR DEEDED BOAT SLIP, OWNER SHALL PRESENT EVIDENCE TO TOWN OF ATLANTIC BEACH IN FORM OF LEASE OR DEED FOR BOAT SLIP. 2 PARKING SPACES AND TRASH DISPOSAL FOR EACH RESIDENCE CONSTRUCTED- ;�,rAuartrrai ARCHEOLOGICAL SITE AS IDEN11,` .. �•' e� iprrt BY N.C. DIV. OF CULTURAL R S flrtfii94ti REVISIONS: No. I BY I DArE DESCRIPTION O 1 1 JMF 0/ 5/991 REV. NOTE 14 PRELIMINARY P.U.D. SITE PLAN MONEY ISLAND P.U.D ATLANTIC BEACH, CARTERET COUNTY CLIENT L YNWOOD C. TURNER DESIGNED J WF ADDRESS: 1104 WEST VERNON AVE. DRAWN KINSTON, NORTH CAROLINA 28501 JWF CHECKED: PHONE: 919-523-4151 APPROVED STRGUD ENGINEERING, P.A. DATE: 151A HIGHWAY 24 9/27/9 MOREHEAD CITY, N.C. 28 7 SCALE (252) 247- 747 .0011-1 loll1 „� G , -_ ��- t ?' e'c► _ SHEETS JAMES W. FORMAN, ., Y.E. 1 I