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HomeMy WebLinkAbout80-15 Minor Mod Lost Colony Center for Science and Research Inc Oversized PlansCommunity of Gum Neck NC 94 Tyrrell County, NC S8,309 SR 1310 SR 1321 SR 1315 SR 1316 SR SR 131 94 SR 1320 SR 13 Vicinity Map not drawn to Scale Vicinity Map 404 Wetlands Tract 1 rom o Bearing Dhftnco 81 C1 N 71 °3749" W 13.22' C1 D1 N01V9'12"E 18.40' D1 E1 N 10"14'32" E 36.63, E1 F1 N 06'41'41" W 12.20' F1 G1 N 14°22'05" E 21.21' G1 H1 S 40°50'59" E 18.97' H4 H S 5F42'21" E 14.05' H J1 S 46°55'34" E 17.92' J1 K1 S 17°51'55" E 7.46' K1 L1 S 34°54'10" W 27.97' o I w W I 404 Wetlands Tract 2 rom o BearIng MOHR 01 N1 S 81 °19V5" E 3.15' O1 P1 N 07652'08" E 25.1 r P1 H2 N 07034'34" E 4.96' H2 R1 S 47031'23" E 22.06' 02allam 9 I Job Sits Surveyor's Certificate & Parcel Status Hugh A. Sorrell, a Professional Land Surveyor In the State of North Carolina, centiiy that this plat was drawn under my supervision from an actual survey performed under my supervision. That the boundaries surveyed are defined in Deed Book 239 Page 250. That the boundaries not Surveyed are dearly indicated. That the ratio of precision as calculated is 1: That the following information was used to perform the GPS survey. GPS receiver used. Spectra SP 80 Class of survey: C Positional accuracy: 0,03 Type of GPS field procedure: Virtual Receiving Station Dates of survey: December 13, 2016 DatuftEpoch : NAD 83 /2011 ac ushment Published I feed control use 12A Combined Grid Factor: 0.9999065 Units: US FOOT That this plat was prepared in accordance with GS 47-30 as amended. That this plat meets the requirements of GS 47-30 section F-11, as an existing parcel of land that does not create a new street or orange and existing street. ►17 Metes & Bounds of Proposed Area to be Dredged Metes & Bounds of Total Tract rom To ea nDistance 83 C3 S 32°52'17" W 170.01' C3 A3 N 07032'26" E 201.20' 83 D3 S 52°58'50" E 13.30' 83 E3 S 42056'18" E 28.26' o I I Metes & Bounds of Shoreline rom o Mn mince R2 02 S 59009'55" E Q2 P2 S 17°44'17" W 1.93' P2 02 S 50°16'12" E 13.51' 02 N2 S 8204457" E 8.44' N2 N2 S 19013'55" E 1.91, N2 L2 S 06°04'17" W 8.48' L2 K2 S 34°5140" W 5.93' K2 J2 S 52°49'14" W 4.62' J2 i2 S 54037'54" W 10.56, o w &94I 1 i i i ,i i 1 t I � I sI Q j I i i • ��0 � constriction a 8'X 16" t e y l Restroam i P�ta9 s1Pj ./ p®fit► j 1 j g Facilities • j:�' , (Permitted) F2 01 t 01 •81�� • ` •� /� N •�404Wetlands, ��•tr._..ik.......• !1. ....:......3k....�:1K1 Tract 2 control comer 1 sd 6' j Ex/aburting 1d 1 Reber �• .� burled 12" Control ComerT Y'Mf� • R1 NC 1,286a �'Bie Ramp D3 Nc t���� =Z,1.45--L-_--- �oordtnstee E85807Edge of Pavement N = 721,237.44 I E = 2,858,043.61 ----------------------- E3 .1. S 31.28'26" W - "-'- � F3 Existing - 131.49' Meg Nall I �Na---------- l -_ SR 1316 _ -------------------- ` - - - - - _ - 2 Lane Faved-Roadway 60' Right of Way by Deed Book 161 Page 877 From To Bearing Diftnes V1 U1 S 09°09133" W 1Z73' W1 V1 S 06051'52" W 16.43' X1 W1 S 30*5271" W 3.47' Y1 X1 S 0300553" W 16.63' Z1 Y1 S 06°02'05" W 11.50, A2 Z1 S 0605448" W 11.24' A2 C2 N 35"25'30" E 7.86' D2 C2 N 05°31 WO E 23.98, E2 D2 N 07°4077" E 7.89' F2 E2 N 05°16'01" E 8.05' G2 F2 N 08°20'52" E 7.87' H2 G2 N 07°3434" E 43.70' P1 H2 N 07w3434" E 4.96' P1 S1 S 81 "44'57" W 3.24' O I « I .e Control Comer 4 Point "A3" ;anal `•. NC Grid Coordinates N= 721,417.02 E = 2,858,047.45 Points "C2,12 thru S2" are along the Nigh Water Mark of Canal Bank s ' $te pt1� • Repr+eaenbpaoxlatlnp tel h cs s A2 9 Pa "U1" ••'�•-2" te Gaffs 9nt1 89� Z1 .°''� • NC ondaoMlnede to Vol he d 8�' Ea285803029 ''�'j P+,p �' Vv\e66.- 4�G Qt3 Y1 Walkway C2 l2 `r � J2 K2 i J J M2 p o� ��y�,\fit o "0 J �11 4 tAa �ytN toY"Ptga fl �• F1 ' i Total Tract Area r 2 �E1 404 Wetlands 0.17 acres c Tract 1 f� H1 7,343.15 sq It Oft T, ` '`&StwyFrame ♦� ��� '� $ a :f . ° •fie\ • r SWicture under H .• Lggen EIP = Existing iron Pipe *1 NIP = New iron Pipe ,��11111 # i l!f f @ Ex. Mon. = Existing Concrete Monument Mag Nail= Survey Magnetic Nail 0 NPS = No Point Set i Power Poleight 4 of Way '-"'-' • SEAL r• • - L-2849 rx• = = Centerline = Lines Surveyed '.2 0 • •- - = Lines Not Surveyed tiG.OSUR�f�y•�, `� \ :Power Line Curbing gitli�Rt;�� _..._..._ , r8oundary R!W = Right of Way PC = Point of Curvature PT m Point of Tangency All NIP's set are black Iron pipe i"In Diameter by 24" long Linear Units are "US FOOT" Angluar Units are "Degrees, Minutes & Seconds" --SS - = Sanitary Sewer Line 20 10 0 20 60 80 RECEIVED AUG l' D CITY Canal A. This plat is subject to any facts that maybe disclosed by a full and accurate title search, as well as any right of ways easements, zoning regulations and restridive covenants of record not shown hereon. S. Area computed by the Method of Coordinate Geometry C. Ail distances are horizontal ground unless otherwise noted D. Wetlands were not defined or mapped during this survey. E. Underground utilities are not included in this survey. Special Notes (Now orFomwfy) Josh Jones Deed Book 166 Page 897 Typical Section of Canal Dredging Length of proposed additonal Dredging Is 971. Total earth to be removed, 39.00 sq ft X 97' = 3783 oubk !t 39 sq !t per foot ^,% ., - A % \ __ _. .._ J NewWaAmy Perm Re " Section "03, H3,13 & J3" is currently permitted Inset Scale 1" a 10' rrarw -eQ Section "H3, K3, L3, & 13" is an additional area for dredging not currently permitted Map Revised April 261 2017 A Survey for the Purpose of Enviormental Permits for. - The Suggs -Willard Foundation Gum Neck Township Tyrrell County, NC Scale 1 " = 20' Surveyed December 13, 2016 Sorrell Land Surveying, Inc. Hugh A. Sorrell, Professional Land Surveyor L-2849 107 Union Alley Washington, NC www.sofelilandsurveying.com Office (252) 948-2464 Company License: C 3508 Mobile (252) 944-9798 "Serving the land surveying needs of Eastern NC" File: 0916SWF03 NORTH REF. D. B. 161, PG. 877 PROPOSED PROJECT _ C Cr (y IZ f yl 7 LEGEND LINES SURVEYED - - - - - LINES NOT SURVEYED C•L - - - CENTER LINE CMS - - - CONCRETE MONUMENT SET ECM - - - EXISTING CONCRETE MONUMENT ETA - - - EXISTING IRON AXLE EIP - - EXISTING IRON PIPE EIR - - - EXISTING IRON ROD ERRI - - - EXISTING RAILROAD IRON ERRS - - - EXISTING RAILROAD SPIKE EPKN - - - EXISTING PARKER-KALON NAIL NIR - - - NEW IRON ROD SET (30' AS RERAR) NIP - - - NEW IRON PIPE RRSS - - - RAILROAD SPIKE SET H/W - - - RI6HT OF WAY PP - - - POWER POLE D.B. - - - DEED BOOK POB - - - POINT OF BEGINNING NPS - - - NO POINT SET (COMPUTED OR PLOTTED POINT) MNS - - - MAGNETIC SURVEY NAIL SET EMN - - - EXIST. MAGNETIC SURVEY NAIL sss - - - STAINLESS STEEL SPIKE (COTTON SPINDLE) ESSS - - - EXIST. STAINLESS STEEL SPIKE (COTTON SPINDLE) PKNS - - - PARKER-KALON NAIL SET EAI - - - EXISTING ANGLE IRON N/F - - - NOW OR FORMERLY w ^ - - - rpx_!rn `')'En Pn iuT PC - - - PLAT CABINET OR POINT OF CURVEeDE6 CURVE) PT - - - POINT OF TANGENT (END OF CURVE) SL . - SLIDE OR SLOT TP - - - TELEPHONE POLE OR PEDESTAL LP - - - LIGHT POLE, STREET OR SECURITY LIGHT CC - - - CONTROL CORNER STATE OF NORTH CAROLIN-A COUNTY OF TYRRELL I, dOHN F_ BRAMMER, certify that this plat was drawn under my supervision from an actual survey made under my supervision, (deed description recorded in Book 161 Page 877 (other): that the boundaries not surveyed are clearly indicated as drawn from information found in Book AS NOTE[, page AS NC]TEB• that the ratio of S�ZiiIIIIEr�jrr precision as calculated is 1. 20,000 that this plat was yy;SCARS jT, prepared in accordance with S.S.87-30 as amended.Gf- S Witness my original signature, license number and seal this 8 day of OCTOBER 2013 M SEAL w M L-262i PROF&SIONAL LAND SURVEYOR LICENSE NUMBER L - 2621��Q,[ I, JOHN F. BRAMMER PLS certify that the parcel surveyed is 1`'T,l. �U �R E(j,yS supject to the following.' of P A area ofeasurvey countycorates a municipalityision of that haslandwithin ordinancehe drrljs =®R that regulates parcels of land,, That the survey is located in a portion of a county 0 or municipality that is unregulated as to an ordinance that regulates parcels of land; C Any of the following. the survey is of an existing parcel or parcels ajThat7and and does not create a new street or change an existing street; That the survey is of an existing building or other P structure, or a natutal feature, such as a watercourse; 3 That the survey is a control survey. That the survey is of another, category, such as the D recombination of existing parcels, a court -ordered survey. or other exception to the definition of subdivision; The information available to the surveyor is such that the surveyor is unable to make a E determination to the pest of the surveyor's ability as to the provisions contained in ) through (D) above. PROF SSIONAL LAND ,SURVEYOR LICENSE NUMBER L - 2621 NO TITLE SEARCH INFORMATION WAS PROVIDED TO THE SURVEYOR, ONLY DOCUMENTS SHDjw ON THE PLAT WERE USED FOR THIS SURVEY. THIS PROPERTY SUBJECT TO ALL EXISTING EASEMENTS, R/W, ZONING REGULATIONS AND RESTRICTIVE COVENANTS THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH THAT MAY OR MAY NOT BE SHOWN ON THIS PLAT. L E G E N D NEW BLDG. ( PLAN VIEW ) NEW RESTROOM � M::' BLDG. � NEW DECKS EXISTING BUILDTND� .� EXITI F NG � DOCKS °11 ❑ l� < Z EXISTING DECKS LAMA AND WETLANDS SEE MAIN DRAWING LINE LEGENDS ON TABLE FOR CALLS WATER DEPTHS ARE NWL (NORMAL WATER LEVEL) NOTE: 455J SO. FT. OR 0. 10 ACRE IN CAMA AREA ALL ';IECKS WILL BE 6' I,1IDE. EDGE OF 6a1LkA&ji .0 AI %'4. WATER t���", �;1v •� �►- NWL 4' WALKWAY r 1'E LINE. B R�T� hFq WING RN o 1% 2• I)VTQ q l BULKHEAD WILL ALLOW 14Nk� FREE FLOW OF WATER INSIDE OF BULKHEAD �! WHERE EXISTING ;'DATER IS PRESENT // \ AT THIS AREA. 1 .SCALE i"=30' 0 30 60 EDGE - nn OF Vto nc WATER NwL- / E / Q BOAT BASIN �+ STATE OF NORTH CAROLINA COUNTY OF TYRRELL I Review Officer of TYRRELL County certify that the map or pl,�-to which this certificate is affixed meets all statutory requirements or recording. Review Officer Signature {Date l._i11+•�''� �`�Z (�ri®ti"ate �>�;rl�`���_ 1 / \ SO \ �� ILI9� \ NGS MONO. BUCKRIDGE 15 PID DF4489 ELEV. 2.00 RECEIVED JUL 2 9 2015 M