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HomeMy WebLinkAbout58-08 OVERSIZED PLANSTHE PREMISES SURVEYED IS WITHIN A NOTES: J FLOOD HAZARD AREA ACCORDING TO THE 1) ELEVATIONS SHOWN ARE M LOW WATER FLOOD INSURANCE RATE MAP FOR THE DATUM. TO GET TO NAVD 88 DATUM SUBTRACT COUNTY OF NEW HANOVER, NORTH CAROLINA 2.75' FROM ALL ELEVATIONS (COMMUNITY PANEL No. 370168 3131 J EX. 0.00 MLWD IS —2.75 ON NAVD 88. / J EFFECTIVE APRIL 03, 2006 2 OWNER OF RECORD IS IKE LORD �' 45. BA) ISLAND INVESTORS LLC / Q / 135 RIVER OAKS RD WILMI GTON N.C., 28412 (XI `^ l 90.0 NEPWR S PIER TRACED PILE (TYP.) (J, ( , OrW AERIAL PHOTOGRAPH _ F Q— '4� c. _S 89°23'46_W 't _• W x xv 'Q Qj EIPJ - 62.38 . s ®r? `i x Jap / r` ! i t bD 488 39 ( `�`� • N CA 5-n iv '� I ¢ . l • 4 ' x x °`�, 75° T� AlWW x°6 x °�� x BOAT RAILWAY ! c® �° I�t )q °�' X x N 39�sr W C �, x° x 1�� O Q G 4'-81/2. GAGE 0 - ® • a e®'• A • ' }� x� �� •® ``;� °�x oQ Ok s BOAT FT x - - 858.Ot EIP 444.9_5 . ®rp ' `'p ' x,� • r N 89°23'16' E N 89°23'I6• 'B x o Afew ` • x� i c •o ° xox�' 9 �r x / X X .fl ' p °06 x a�i x°� 480.08 iMHWL To C/� o l xy �2� . p N is°39,S2. QJWWj 01 a. O x` x fit. �•° / J / ci r, NEIGHBOR'S PIER TRACED FROM AERIAL PHOTOGRAPH / 3 J Q z 3 � 0 t1i J v 50 0 50 SURVEY REFERENCE : MB.17 P.17 DB. 4686 P.199 ` SCALE i" = 50' U.S.A.C.E. MAP SET: AIWW B -CF 105 �� J MAP SHEET BFCFRW 1 T1- ECT- IV 100 ® SITE a z = o � 3 0 o SEABREEZE RD. NoRTN I I ROSCOE FREEMAN RD. t ocATM ww Nff TO SCALE ?s e e , e , e e r , , e , , , , , , , , LEGEND , f AiWW C/L AIWW DESIGN CHANNEL /0 AIWW RIGHT OF WAY (R.O.W.) LINE it TRACED PIERS r/ ---- RIPARIAN LINES EDGE OF GRASS (EOG) ( CHANNEL e r e MEAN HIGH WATER LINE (MHWL) r/ - BOAT RAILWAY r ' MARSH / EXIST IRON PIPE (EIP) �' • NEW IRON PIPE (NIP) /it a CONCRETE MONUMENT (CM) , r , r I 's A MAP OF RIPARIAN SURVEY FOR ISLAND INVESTERS LLC TRACT 4 ROLAND V. FREEMAN HEIRS DIVISION FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY +� NORTH CAROLINA DECEMBER 20, 2006 s REVISED: FEBRUARY 07, 2008 1)"W 14 sh - I OF 3 HEgwTR"G. RIBB N:C.PROFE L LA RVEYOR L-1 099 ,- 3LVD. W 1. - `28412 re! , 150 1 91`--0080 W-�