Loading...
HomeMy WebLinkAbout192-06 Oversized Plans 2001LINE TABLE LINE LENGTH BEARING Lt 63.99 N09'3259 E L2 95.40 N0458'33 E L3 43.78 N08'53 33 E L4 22.08 N43"47`35 W L5 38.58 N2515 08"E L6 33.25 N294553 W L7 27.36 N73.1310"W L8 18,83 S86'35'04 W L9 16.94 S85'5752 W L10 21.77 N862340"W L11 45,11 N83'4511 W L12 55.82 N42'4804"W L13 18,88 S85'36'Q4"W L14 15.90 551.47 02 W L15 30.11 927'14 O9 W L16 34.05 S73'57'58 W L17 26.57 S89'OV58"E Lib' 26.76 N5611'52 W L19 26.01 N11'2902"W L20 29.77 N8024'38'E L21 37.76 N27'33'32"E L22 25.63 N0729 261 L23 15.29 538'57'b7"E L24 19.85 S78'47 48'E L25 28.79 N54"21 53 E L26 18.73 N42't0'42"W L27 14.99 N6325"21`E L28 41.66 S31'16 08"E L29 9.51 N52`42 26"E L30 30.95 N28'18 35"E L31 27.08 S23'38'52"E L32 40.36 N89'51'44 E L33 32.59 S4628'18"E L34 24.84 N2095 04"E L35 23.37 N41'04'10"W L36 11.04 N19'50'44 W L37 10.76 S52'11'05"E L38 12.35 N69'S012 E L39 13.01 S25'18'57 E L40 18.44 54349'12"E L41 32.57 S53.39'04"E L42 14.62 N76'19'11 E L43 48.31 N80'00'57"E L44 47.80 N20'22'14 W L45 94.92 N30'04'10"E L46 93.39 S14'2519 W L47 95.54 S19i9 50 W L48 76.43 S05'03 Ot"W L49 70.3-1 S10.46 55 W L50 41.92 S23'31'36"W L51 66:55 515'23'43"W L52 80.84 SlW3653"W L53 32.97 S01'5515"E L54 73,45 S33'12'31 W L55 66,35 Sll'41121 W L56 37.84 S00'06'50 W L57 59.64 S13'46 08 W L58 41.27 S00'4512 E L59 3022 S17'25'07"W L60 94.99 314'17'35'W L61 75.39 S10'21'22"W LINE TABLE LINE LENGTH BEARING _ L62 $4.66 S12'56 45 E L63 25.75 N66'12'26 E L04 28.53 $42"35 55"W L65 34.34 S86'58'47"E Leh 40.69 S24'17'53'"E L67 55.98 508'04'99 L68 95.23 Sti'40'29`E L69 37.75 S3913'01"E L70 39.02 N78'4V E L71 39,09 SO4`04'36"E L72 38,82 S574543"W L73 46.23 S25'23'58"E L74 74.34 S12'03'34 E L75 99.55 S07'5611'E L75 59.93 S23'32'46"E L77 75.35 529'20'08`W L78 61.92 S4816 21 W L79 3611 1,180'06'04"W L80 33.43 S06'56'14"E L81 81.28 S41'52'19"E L82 28.18 N73'0 '44"E L83 35. N05'5707"W L84 42, s6a'a2 of E L85 39.44 SOWIW38 E L86 28.15 S44'3610"E L87 51.81 S1042-19 W LOS 57.01 504'27'11"E L89 36.20 532'10'09 W L90 46.17 S40'18 37"E L91 72.13 S12'32 27"E L92 82.01 N69'51'53"W L93 37.17 52422'57"W L04 47.22 N77'51'29" W L95 39.64 S48'0048"8 L96 66.82 $14'43'56"W L97 28.40 N88'0846"E L98 38.71 N41'27'04"E L99 68.89 N51'17 29"E L100 89.94 S52'4417"W L101 73,87 S4433'14 W L102 9.23 N50'46'43"W L103 6t.6 S48'39.04 W L104 55,81 S6B'57'35"W L105 61.35 S70'4'S5"W L106 42.13 S75'10'00"W L107 24.75 N451217"E 1.108 22.78 N2222'32"W Lt09 39.11 N08'11'06"W L110 32.96 N17 05 48"E L111 63.82 N28'3O'04"E L112 70,92 N4420'40 E L113 63.05 N17'13'01"E L114 40.76 N86'46'04"E L115 49.76 N23`11'40 W L116 75.33 N20'35'28 E L117 32.92 1431'32'59"E Ltt$ 16.45 N006'28 E L119 53.86 N49'54'05"E L120 37.30 S20'42'20"W L121 55.62 N41'48'32'E L122 I 20.20 N62'34'05'E NOTES: 1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. 2. AREA BY COORDINATE COMPUTATION = 141.00 AC. (PER PC A, SL 231) 3. F.I.R.M. ZONE: AE (EL 8') 4. PIN NO.: 19 064716 94 5609 5. RECORDED REFERENCE: PC A, SL 231 MAP ENITILTED "404 WETLANDS AND SOIL ANALYSIS/BASE MAP FOR THE PIPKIN PROPERTY" DATED 10/12/99 BY QUIBLE AND ASSOCIATES, P.C. PC A,SL2,51 S 29'>00� !y 683 9s, f d go I�;Boom I, DONALD E. WOOD. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN PC A, SLIDE 231. THE ERROR OF CLOSURE AS CALCULATED BY LATTITUDES AND DEPARTURES IS 1:10.000+; THIS PLAT DOES NOT MEET REQUIREMENTS OF GS 47-30 AS AMMENDED FOR PLAT BOOK RECORDATION WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 26TH. DAY OF DECEMBER, 2001 P.E. S. L-1324 EASTERN DEVELOPMENT SERVICES P.O. BOX 433, KITTY HAWK, N.C. 27949 252441-9443,252-202-9443, FAX-252-441-9424 PAMLICO SOUND JUL WATER iL "THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF THE 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 DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED 5 YEARS FROM THIS DATE." (THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEEERS WETLAND DELINEATION MANUAL.) ! r li NAME TITLE f �` DATE WETLANDS � % Jvo AL Ilk ,� IL r IL IL(% I J ;,7" IL / ( WETLAND AL 19L AL IL AL (�Julr/ JL JL WETiLANDS r �- � ,>� � WETLANDS �� ' 0 "Iv J JJ 1il` / 6�t¢�4 �� IL °h` 7,E S03'02'43'W �dV,I I �1 4160 AL LAL AL yy� �/ \\O0, 135.37 I 'fV g ` �A�94-A, 157 V` � UPLAJDS �'�0�-a>LP�AL AL WETLAND ���� ,� �����> �� �`�s4 LINE TO BE ``` ,� �� 1. 64/L63 L_5 L= -d' V71 � -,� u1 I APPROV D r iWAL _ L48 / (( "� L48 -� tU� M �L87 A(� 9$93' �14` J �- Los �/J AL �9AkL � �v UPLANDS HATTERAS COLONY. SECTION A GRAPHIC SCALE 0 150 y e C1�0 L`J C116 HATTERAS COLONY. SECTION B p H A S 2 S 05-32'00 W 2994.01' HATTERAS COLONY. SECTION C SI TE PAMLICO SOUND NC12 J Cn (n LLl 0 CD V) Q O z O n O m x J O ATLANTIC OCEAN VICINITY MAP N.T.S. LEGEND - EX. PIPE 0 - EX. REBAR Q - REBAR SET M - EX. CONC. MON. CI - CONC. MON. SET A - P/K NAIL - WETLANDS POINT - SEWER SERVICE - WATER METER - PHONE PEDESTAL C. A. T. V. UTILITY POLE - C - GUY WIRE '(D'- FIRE HYDRANT ® - ELECT. TRANS. L- Z 0J 0 JSh x- 0: L-i �- m aU}ulZ�jdD Nw 0z<aaNz a :5wax[Y womO �co W Orr Jr) W h<'Wrnd0n a s 1-" b°gZCCDD >- Q Ld 0„�,OQ- 5jp DO O La 0 ¢H F v m 0uj2 W s a �m0 F-(n iKcy w 90� COMMISSION NO. P99066 DESIGNED BY DAD DRAWN 91' DAD :�j CHECKED BY JSL ISSUE DATE 12/26/01 SHEET NO. N Z O in W crc w Q r N DRAWING FILE: 99066COE PLOT SCALE: 1"=150' ( IN FEET ) 1 inch = 150 ft.