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7223, 7225. 7231 Market Street Property Survey - 03-18-2022
CERTIFICATE OF ACCURACY & MAPPING VICINITY MAP NOT TO SCALE o`' o I, THE UNDERSIGNED, CERTIFY THAT THIS SURVEY WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6485, PAGE 2176, ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION AS SHOWN; THAT THE RATIO OF PRECISION, AS CALCULATED, IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. V�ITNESS MY ORIGINAL SIGN] ,-•'LICENSE NUMBER AND SEAL THIS 18TH DAY OF MARCH, A.D. 2022. f NORTH CARO DEPARTMEW TRANSPORTA DEED BOOK 5 PAGE GENERAL NOTES 1. THIS IS AN DRIVEWAY EASEMENT EXHIBIT. 2. BEARINGS FOR THIS MAP ARE REFERENCED TO NC GRID NORTH NAD 83 (2011). 3. PROPERTY IS ZONED: B-2. 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 5. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 6. AREA BY COORDINATE GEOMETRY. 7. NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE. 8. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT 1 AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. 9. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY DOES NOT APPEAR TO BE LOCATED IN I FLOOD HAZARD AREA PER FEMA FLOOD INSURANCE RATE MAP #3720315900J EFFECTIVE DATE APRIL 3RD, 21 10. UTILITY STATEMENT. THE UNDERGROUND UTILITIES SHOWN (IF ANY) HAVE BEEN LOCATED FROM COUNTY GIS INI EXISTING DRAWINGS & FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIE COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, OR THAT THE UNDERGRO0 SHOWN ARE IN THE EXACT LOCATION INDICATED. HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATEL POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND 11. COUNTY PARCEL ID: R04400-002-039-000. 12. TOTAL SITE AREA: 30,496 S.F. (0.70 ACRES) 13. MAP AND DEED REFERENCES SHOWN ARE PER THE NEW HANOVER COUNTY REGISTRY. ADDITIONAL REFERENCES A = DEED BOOK 1130, PAGE 20 B = DEED BOOK 856, PAGE 600 C = DEED BOOK 1240, PAGE 1612 D = DEED BOOK 5866, PAGE 1591 E = DEED BOOK 6485, PAGE 2176 LINE TABLE BEARING DISTANCE 40'25'43" E 22.00' 49.34' 17" E 20.00' 30 0 am. EXISTING 10' WIDE DRIVEWAY EASEMENT DATING FROM 1968 S 40'23'10" W 10.00' N / / / / / / / / / / / / XEIIPP / SYMBOL LEGEND: EIP• EXISTING IRON PIPE FO g FIBER OPTIC MARKER O r7 N \ EIPP• EXISTING IRON PINCH PIPE TELA TELEPHONE PEDESTAL / Ld°O EIR• EXISTING IRON ROD R/W ■ RIGHT-OF-WAY DISC TVO CABLE TV PEDESTAL RBSO REBAR SET GVM GAS VALVE / —� SIGN WVM WATER VALVE LIGHT POLE ® WELL r2, POWER POLE -0 GUY WIRE FIRE HYDRANT 0 BABY GRAVE SEWER CLEANOUT W m Q BOLLARD QS SEWER MANHOLE Q MAIL BOX MB ® STORM DRAIN INLET Co 46.1® EXISTING GROUND ELEVATION N Q Q LINETYPE LEGEND: 2 W \ G= 2 SURVEYED LINES (BOUNDARY) p Z p U LINES NOT SURVEYED (ADJOINERS) - - - - - - RIGHT-OF-WAY � _ _ FORMER 130' WIDE ACLRR RIGHT-OF-WAY � AN� - — — — - 30' UTILITY EASEMENT LINE 20' AT&T EASEMENT LINE �j TOP OF SLOPE/SWALE xx xx xx xx xx xx BOTTOM OF SLOPE/SWALE XX xx FENCE LINE 0HE— —OHE— OVERHEAD ELECTRIC LINE 44 MINOR CONTOUR WITH ELEVATION y~ 45 MAJOR CONTOUR WITH ELEVATION TREE LINE PAVEMENT _%o ' �► ^o ► ' >_ ' . %, CONCRETE GRAVEL ABBREVIATIONS: EIP EXISTING IRON PIPE CMP CORRUGATED METAL PIPE EIPP EXISTING IRON PINCH PIPE RCP REINFORCED CONCRETE PIPE EIR EXISTING IRON ROD RBS REBAR SET R/W RIGHT-OF-WAY DISC GRAPHIC SCALE 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. 0M W Q z 0 W Of O z 0 0 W a_ W Of a_ N N J a JOB N 0 : ©2022 �, 21-1126 U J W 0 ..Q C/1 C+' w� � 00 Y CV 00 cn0U CNLd CN 0 z `V z m Z N 0 Q z o �zz � U _j w Qco F___ m X Ld z L.LJ G Ld V) Ld aol Ld L I' O U o� �z 00 3 N N U N z ° O U C U O ++ CV rn v 000 E ' o E a � 3 00 Co 0) N Co x ON m Q, ON D_ O_ u 0 Z O r7 N \ O QII Ld°O LdU O I m W m p Co N Q Q W 2 W \ G= 2 W p Z p U 2 0M W Q z 0 W Of O z 0 0 W a_ W Of a_ N N J a JOB N 0 : ©2022 �, 21-1126 U J W 0 ..Q C/1 C+' w� � 00 Y CV 00 cn0U CNLd CN 0 z `V z m Z N 0 Q z o �zz � U _j w Qco F___ m X Ld z L.LJ G Ld V) Ld aol Ld L I' O U o� �z 00 3 N N U N z ° O U C U O ++ CV rn v 000 E ' o E a � 3 00 Co 0) N Co x ON m Q, ON D_ O_ u