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HomeMy WebLinkAbout84-08 OVERSIZE PLANS 5/20161,`II11111//JJJJII 1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND °°¢�N•CAR0 4 SURVEYOR, DO HEREBY CERTIFY THAT I HAVE �o.•oFESS/0 •i�v SURVEYED THE PROPERTY AS SHOWN HEREON I ;Q� �'qf•� ACCORDANCE WITH THE STANDARDS OF PRACTISE SEAL FOR LAND SURVEYING IN NORTH CAROLINA. THAT it" L-2981 THE RATIO OF PRECI ION AS CALCULATED E1 LATIT ND DE TUBES IS 1:10.00o+ % ��`•:LQ .� p ' • . SUR •• ¢� OCR D� ��,FRANC�� •�`�° CHARLES FRANCIS iRIGGS P L- 981 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "AE" (EL=4.0') WHICH IS A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 370178 3720436600J. NOVEMBER 3. 2005 NOTE EXISTING BUILDING = 3744 Sq.Ft. EXISTING CONCRETE = 2931 Sq.Ft. EXISTING ASPHALT = 9201 Sq.Ft. EXISTING GRAVEL & GRASS = 26323 Sq.Ft. EXISTING TOTAL IMPERVIOUS SURFACE = 42199 Sq.Ft. TOTAL LOT AREA = 46144 Sq.Ft. EXISTING IMPERVIOUS AREA = 91.5% \ APPROXIMATE MEAN \ /HIGH WATER LINE \ NMP \ v : EIR • • 00 0 O eon • O • • • �� • o00 • 0 I o NMP°o O NOW OR FORMERLY NMP • NEW RIVER RIVERWALK LANDING HOA, INC _ 9 X2.3' D.B. 2177, P. 120 M.B. 45, P. 39 J`� \ O Fv GRAVEL & GRASS \ NOTE \ DI EXISTING BUILDING WITHIN 75' AEC = 3744 Sq.Ft. \ \ �X2.3' \�e • \ e EXISTING CONCRETE WITHIN 75' AEC = 1476 Sq.Ft. � X2s' \ � ` 00 EXISTING ASPHALT WITHIN 75' AEC = 6194 Sq.Ft. EXISTING GRAVEL & GRASS WITHIN 75' AEC = 10238 Sq Ft EXISTING TOTAL IMPERVIOUS SURFACE = 21652 Sq.Ft. \ems• \°oo TOTAL LOT AREA WITHIN 75' AEC = 22869 Sq.Ft. �c o e ° EXISTING IMPERVIOUS AREA WITHIN 75' AEC = 94.7% \ GRAVEL & cRA\ N NAB 88 (20'' J (ti \ DI O� PFe 00 • m \ X p 2.8' \ M P X 2.6' ^co 004 L8 NMP ` O X 2.5' \ S! y \ s X 2.6' GRASS hOW OR FORMERLY ✓/ \ \ . ��°� �9 °oe\�� STONE HILL DEVELOPMENT, LLC D.B. 2509, P. 469 AREA O M.B. 45, P. 39 X2.4' 461.1.4 Sq.Ft. _ 0+0, + o r \ •J .°°\ WATER 1.0`0-) ACRES tio'oti SPIGOT O e��o ch` 0 X 2.5' \ s�9a zo°4- X 3 0' GRAVEL &GRASS 3.0' a G G \ G ' .` r X 2.5\ X3.1' \ NMP BOATCRA P J`r `� \ \ X 2.9' x -- 1. SS IP 1 CANER; PROPANE \ \ % GRA:�__ &GRASS TANK �, LP \ X3.1 -- FENCE CAMERA ALUMINUM ., >_ /\ ASPHALT PARKING \ GATE `\ X2.6'`, S� I \ ` DI w 2.9' r �. u i X3.4' 1 \ GRASS DI X3.1' EIR .< 3.0' / GRAVEL NOW OR FORMERLY `v DRIVE \\ i' APPROXIMATE R/W OF K R STREET X3.2' RIVERWALK LANDING HOA, INC �g ; \� AS PER M•B• 10, P• \\ D.B. 21 /7, P. 120 6p• I \ IR M.B. 45, P. 39 � �— -- � 32.24' � ALUMINUM FENCE - �� i 17.74' NMP \ ApJ01NER'S FENCE ; 49.98' S07°1�41 "E \� Ell GRASS 4g.99' EMN S18°49'04"E c,') 02' r� 1°42 33.E __.----------------- � EMN Q _ NMP S2 ' R/W °1 '45"E 9•9, /' — — — -- — S/1. SPN N EMN S25 3 �? PARKING PARKING 6 �\ KERR STREET OFA „E (ASPHALT —PUBLIC) EpGE AL S24°12'S1 50.03 _ _ OF C/L R�W "VARIES" (A EPK N24A5.756' N -- _ RO ASPHALT 3' 1g.75'�Mp1 NMP —� PROPERTY LINE _s- N20.00'45"W ARC _ — AS PER M.B. 43, P. 151 EMN 01, �NCNM L1 __-- i EPK N17•10'52"w Sao. e N01h OR FORMERLY EPK PARKING CITY OF JACKSONVILLE ss.ss' D.B. 27'6, P. 216 _--_—_ --_— z EDGE OF ASPHALT-----7 — — — — — — — — PARKING mf PLAYGRGSND a m M Lo 0 0 N 0 a a z F N w 0 I i Lo N C 0 0 CHARLES F. RIGGS & ASSOCIATES, INC. (C-730) o LAND SURVEYING — CONVENTIONAL & GLOBAL .POSITIONING SYSTEMS, LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 217 P.O. BOX 1570 1213 CULBRETH DRIVE JACKSONVILLE, NC 28540-1570 WILMINGTON, NC 28405 TELEPHONE: (910) 455-0877 TELEPHONE: (910) 681-7444 E—MAIL: riggsland@riggsland .Conn _"Nis - RTS EXISTING CONDITIONS MAP FOP CITY OF JACKSONVILLE 1.059 ACRE TRACT AS PER D.B. 4364, 953 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NORTH CAROL'. - CITY OF JACKSONVILLE, OWNER, D.B. 436 P. 95 15 KERR STREET MP POSSIBLE OVERLAP BETWEEN M.B 10, P. 2 (1962) & M.B. 25, P. 103 (1988) ADJOINER'S SHELTER F "WELCOME�e OLDE TOWNE 70 'aARINA' 'o SIGN . p LOT 1 M.B. 25, P. 103 \° APPROXIMATE MEAN HIGH WATER LINE NOW OR FORMERLY THOMAS �9cY D.B. 766, P. 727 of ASPHALT EpGE NOW OR FORMERLY CITY OF JACKSONVILI E s D.B. 893, P. 255 M.B. 25, P. 103 F OAF EPK Q, 9s A C/L INTERSECTION OF KERR STREET & WILLINGHAM STREET EMN 20 PM P PR�w P`l w����NGN KERB SjREE� v�3 Lu w L7 m F- m SITE m -mi VICINITY SKETCH NOT TO SCALE LINE TABLE LINE # LENGTH DIRECTION L1 1.85' S24'12'31 "E L2 19.75' S67'38'26"W L3 17.57' N76'42'00"W L4 50.71' N2938'00"E L5 15.25' N29'38'00"E L6 99.75' N29*15'19"E L7 9.80' N29'15'19"E L8 6.55' N07'01'40"W L9 90.06' N28'38'37"E L10 19.66' N66°58'57"W L11 20.62' N07'47'00"E L12 46.50' S74'21'19"E 1_13 15.74' N59'06'22"E L14 32.31' N59'06'22"E NOTE BENCHMARK: EMN NORTHING: 365820.56' EASTING: 2&69769.56' ELEVATION: 2.87' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCO;N GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS 041 6 -1i OWNERS CITY OF JACKSONVILLE TITLE SOURCE D.B. 4364, P. 953 TAX ID 411-163 REFERENCES D.B. 4364, P. 953 M.B. 43, 151 LEGEND CC = CONTROL CORNER ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP = EXISTING IRON PIPE (FOUND) EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) MBL = MININUM BUILDING LINE NMP = NON MONUMENTED POINT R/W = RIGHT OF WAY RCP = REINFORCED CONCRETE PIPE SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIP = SET IRON PIPE SIR = SET IRON ROD SMN = SET tiIAGNETIC NAIL (CONTROL CORNER) SPK = SET PARKER-KALON NAIL (CONTROL CORNER) = CENTERLINE l`WM1 WATER METER 7XI= FIREWV HYDRANT = WATER VALVE ss = SANITARY SEWER MANHOLE co = CLEAN OUT PH = TELEPHONE PEDESTAL O = TELEVSION PEDESTAL Fo = FIBER OPTIC CABLE MARKER �;X = LIGHT POLE POWER POLE GUY `'dIRE POWER LINE EL = ELECTRIC TRANSFORMER DI = DROP INLET X1.5' = EXISTING SPOT ELEVATION O = WOOD PILING • = PVC PILING 0 = IRON °ILING C = CONCRETE PILING GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ACTUAL FIELD SURVEY DATE: MAY 13, 2016 MAPPING DATE: MAY 23, 2016 FIELD BOOK: 895 , PAGE: 45 PROJECT �UVBER: 15-11-10