1
BENCHMARK CALCULATED POINT (CP) CURB INLET EDGE OF WATER FIRE HYDRANT GEODETIC CONTROL GUY WIRE CATCH BASIN / DROP INLET IRON PIPE FOUND (IPF) NCDOT DISK FOUND (MF) SANITARY MANHOLE STORM MANHOLE UNKNOWN MANHOLE PK NAIL FOUND (PKF) REBAR FOUND (RBF) REBAR SET(RBS) SIGN STREET LIGHT UTILITY POLE WATER VALVE SANITARY SEWER PIPE PROPERTY BOUNDARY (FORMER LOT LINE) TOP OF BANK CURB AND GUTTER RIGHT OF WAY LINE PROPERTY BOUNDARY ADJACENT BOUNDARY (NOT SURVEYED) PROPERTY BOUNDARY TIE LINE ONLY EASEMENT LINE PHYSICAL CENTERLINE ROAD CURB AND GUTTER FLOODZONE BOUNDARY SYMBOL LEGEND LINE LEGEND NCDOT (PROJECT #34192.3.1) OVERHEAD UTILITY LINES STORM DRAIN PIPE NC GRID BENCHMARK EL=823.60' MAG NAIL ON ABUTMENT NCFMP #37039 BENCHMARK EL=823.48' NORTH BOLT ON HYDRANT FLANGE OLD BRIDGE ABUTMENT 821.1' IPF3/4" IPF3/4" AIR RELEASE VALVES INV:797.29' INV:799.41' INV:806.07' INV:806.22' PKF #4RBF #4RBF EX-CI INV IN:807.30' INV OUT:807.18' RIM:810.86' EX-JB INV SUMP:806.32' RIM:809.46' EX-DI INV OUT:806.42' RIM:809.07' EX-CI INV IN:807.55' INV OUT:807.52' RIM:811.14' EX-CI INV OUT:808.33' RIM:811.75' EX-DI INV OUT:812.65' NO LID - TOP OF STRUCTURE:815.49' TONEWOOD ST STOP EX-MH INV OUTSIDE DROP:786.93' INV CL TROUGH:780.53' RIM:794.98' EX-MH INV CL TROUGH:789.59' RIM:801.13' EX-MH INV CL TROUGH:792.23' RIM:805.91' EX-MH INV CL TROUGH:780.09' RIM:794.81' EX-SEWER LIFT STATION RIM:789.31' EX-MH INV CL TROUGH:779.78' RIM:791.19' EX-MH INV CL TROUGH:779.28' RIM:790.79' TOP OF EXPOSED 30" DIP IN CREEK EL:781.81' NCDOT CONTROL N:754,896.063' E:1,442,731.736' EL:796.54' PROJECT 34192.3.1 I-3819A "BY8-228" NCDOT CONTROL N:755,137.472' E:1,443,023.363' EL:798.68' I-3819A "BY8-227" NCDOT CONTROL N:755,482.325' E:1,443,288.111' EL:808.36' I-3819A "BY8-226" BLOW OFF 18" HDPE/RCP 18" RCP 18" RCP 15" RCP 15" RCP HDPE 15" 18" RCP BRIDGE BRIDGE ABUTMENT NT 24" WATERLINE AS SHOWN ON NCDOT EXISTING CONDITIONS TEMPORARY CONSTRUCTION EASEMENT (DB 2079 PG 2151) 30" VCP 30" VCP 30" DIP 12" VCP 12" VCP 8" VCP 8" VCP 8" VCP 20' GREENWAY EASEMENT (DB 1639, PG 2056) N/F STATESVILLE GOLF CENTER, INC. PIN # 4745350520 DB 1003 PG 1279 N/F JAME LIMITED PARTNERSHIP & MARY LOU C. BRINKLEY PIN # 4745-35-1261 DB 1231 PG 1393 DB 524 PG 520 PB 3 PG 48 LOT 17 PB 3 PG 48 LOT 18 PB 3 PG 48 LOT 22 PB 3 PG 48 LOT 21 PB 3 PG 48 LOT 20 PB 3 PG 48 LOT 19 PB 3 PG 48 LOT 16 PB 3 PG 48 LOT 15 PB 3 PG 48 LOT 14 PB 3 PG 48 LOT 13 PB 3 PG 48 LOT 12 PB 3 PG 48 N/F JAME LIMITED PARTNERSHIP & MARY LOU BRINKLEY PIN # 4745-35-3212 DB 2434 PG 1087 PB 3 PG 48 N/F JAME LIMITED PARTNERSHIP & MARY LOU C. BRINKLEY PIN # 4745-25-9073 DB 1231 PG 1393 DB 524 PG 520 PB 3 PG 48 N/F JAME LIMITED PARTNERSHIP & MARY LOU C. BRINKLEY PIN # 4745-34-0938 DB 1231 PG 1393 DB 524 PG 520 PB 3 PG 48 N/F JAME LIMITED PARTNERSHIP & MARY LOU C. BRINKLEY PIN # 4745-34-1913 DB 1231 PG 1393 DB 524 PG 520 PB 3 PG 48 FOURTH CREEK 68' DUKE ENERGY CO. TRANSMISSION LINE RIGHT OF WAY 34' 34' FIELD LOCATED TOP OF BANK #4 RBS AT TOP OF BANK #4 RBS #4 RBS N 09°08'41" W 30.72' N 51°09'22" E 54.71'(TOTAL) N 04°09'08" W 39.45' N 41°45'19" E 45.58' N 63°42'20" E 38.80'(TOTAL) S 71°28'23" E 144.21' S 32°13'25" W 262.29'(TOTAL) S 40°58'53" W 164.74' S 26°22'03" W 290.59'(TOTAL) N 63°59'14" W 27.41' N 62°37'35" W 30.69' N 59°43'10" W 43.68' N 61°44'57" W 41.88' N 19°06'46" W 63.69' N 23°15'57" W 50.88' 26.68' 12.11' 37.65' 224.64' 272.99' 17.60' S 09°17'27" E 34.49'(TIE) N 63°48'10" W 60.54'(TIE) N 68°55'55" W 158.28'(TIE) N 26°22'03" E 133.77'(TIE) FORMER H I L L S I D E L A N E SR-1934 40' WIDE R/W (CLOSED PER DECLARATION OF WITHDRAWAL DB 2413 PG 1563) P U M P S T A T I O N R O A D SR-1933 60' WIDE PUBLIC R/W (PER NCDOT I-3819A SHEET 30) S U N S E T H I L L R O A D SR-1935 50' WIDE PUBLIC R/W (PER NCDOT I-3819A SHEET 30) C1 C2 C3 AREA WITHIN HILLSIDE LANE R/W: 8,274.9 SF / 0.190 AC AREA PIN # 4745351260: 41,801.2 SF / 0.960 AC AREA PIN # 4745353211: 14,697.6 SF / 0.337 AC AREA PIN # 4745259072: 20,899.5 SF / 0.480 AC AREA PIN # 4745340937: 39,335.7 SF / 0.903 AC AREA PIN # 4745341912: 13,472.8 SF / 0.309 AC ________________________ TOTAL SURVEYED AREA: 138,481.7 SF / 3.179 AC T O N E W O O D S T R E E T VARIABLE PUBLIC R/W (PER NCDOT PROJ. No.34192.3.1 / I-3819A SHEET 30) APPROXIMATE FORMER BOUNDARIES SHOWN FOR ILLUSTRATION CITY OF STATESVILLE CORPORATE LIMITS IN OUT CITY OF STATESVILLE CORPORATE LIMITS IN OUT CITY OF STATESVILLE CORPORATE LIMITS IN OUT CITY OF STATESVILLE CORPORATE LIMITS IN OUT EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W (DB 2079 PG 2141) EXISTING R/W (DB 2079 PG 2151) S 37°30'50" W 434.76'(CONTROL TIE) S 50°22'55" W 378.58'(CONTROL TIE) N 56°36'37" E 199.34'(CONTROL TIE) SHEET PILE ABUTMENT SHEET PILE ABUTMENT TOWER TOWER OVERHEAD TRANSMISSION LINES 820 825 830 830 820 825 815 810 805 805 810 815 820 820 820 820 815 810 805 800 795 785 790 780 780 790 795 800 805 810 785 790 795 800 805 810 815 820 825 800 805 805 800 832 832 821 822 821 809 796 797 780 780 779 823 822 821 WATERLINE BY RECORDS EDGE OF RIP-RAP GUIDE RAIL CORPORATE BOUNDARY FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE 0.2% ANNUAL CHANCE FLOOD HAZARD ZONE FLOOD ZONE AE 0.2% ANNUAL CHANCE FLOOD HAZARD ZONE FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE 0.2% ANNUAL CHANCE FLOOD HAZARD ZONE FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE CHANCE D ZONE FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE 0.2% ANNUAL CHANCE FLOOD HAZARD ZONE FLOOD ZONE AE(FLOODWAY) FLOOD ZONE AE 0.2% ANNUAL CHANCE FLOOD HAZARD ZONE FLOOD ZONE AE(FLOODWAY) CURVE TABLE AREA TABLE N/F CITY OF STATESVILLE (WATER PLANT) PIN # 4745158512 DB 1080 PG 752 PB 22 PG 89 N/F JAME LIMITED PARTNERSHIP & MARY LOU C. BRINKLEY PIN # 4745-35-2038 NORTHWEST CORNER OF LOT 13 DB 1231 PG 1393 DB 524 PG 520 PB 3 PG 48 20' SEWER LINE EASEMENT (DB 571, PG 88) 20' SEWER LINE EASEMENT (DB 571, PG 88) 30' WATER LINE EASEMENT (DB 615, PG 778) 20' SEWER LINE EASEMENT (DB 862, PG 1342 & DB 914 PG 376) NCDOT R/W (DB 2079 PG 2141) EXISTING R/W (DB 2079 PG 2151) TEMPORARY EASEMENT (DB 2129 PG 1698) 68' NCDOT R/W (DB 2079 PG 2151) TEMPORARY RIGHT OF WAY (DB 2148 PG 370) 68' P.O.B NCDOT R/W (DB 2106 PG 2477) EXISTING R/W (DB 2106 PG 2477) 20' GREENWAY EASEMENT (DB 1639, PG 2056) #4 RBS #4 RBS #4 RBS #4 RBS #4 RBS AT TOP OF BANK 25.00' 29.71' 0 10 20 30 40 50 60 70 80 90 10 20 30 40 50 60 70 80 90 80 70 60 50 40 30 20 10 80 70 60 50 40 30 20 10 0 40 80 120 160 200 240 280 320 P 1 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C1 1151.31' 135.89' 135.81' N 47°46'30" E C2 4132.34' 190.28' 190.26' N 43°04'28" E C3 2141.31' 120.18' 120.17' N 39°56'59" E TSG 16-0036 16-0036 FAIRFIELD STATESVILLE ALTA-NSPS.DWG PROJECT NUMBER: DRAWN BY: 04/29/2016 DATE OF SURVEY: FILE: VICINITY MAP (NO SCALE) SITE 1 INCH = FT. ( IN FEET ) GRAPHIC SCALE 0 30 15 30 60 120 30 ALTA / NSPS LAND TITLE SURVEY OWNER:JAME LIMITED PARTNERSHIP AND MARY LOU BRINKLEY 2509 AMITY HILL ROAD, STATESVILLE, NC 28677 PHYSICAL ADDRESS: PUMP STATION ROAD & SUNSET HILL ROAD CITY OF STATESVILLE, IREDELL COUNTY NORTH CAROLINA DEED REFERENCE: DB 1231, PG 1393 & DB 2434, PG 1087 TAX PARCEL ID #4745-35-2038, #4745-34-1913, #4745-34-0938 #4745-25-9073, #4745-35-1261 & #4745-35-3212 ABBREVIATIONS DB DEED BOOK PB PLAT BOOK PG PAGE N/F NOW OR FORMERLY R/W RIGHT-OF-WAY SF SQUARE FEET AC ACRES EX. EXISTING REVISIONS: 5/3/16 ~ REVISED FLOOD CERTIFICATION NOTE ONLY 9/8/16 ~ ALTA / NSPS SURVEY 5/16/17 ~ REVISED ALTA / NSPS CERTIFICATION RECORD LEGAL DESCRIPTION TRACT 1: BEGINNING AT A POINT LOCATED 85 FEET NORTHWESTERLY OF AND NORMAL TO SURVEY STATION 19 + 50 SURVEY LINE Y-8. RUNNING THENCE IN A SOUTHWESTERLY DIRECTION, IN A STRAIGHT LINE, ALONG AND WITH THE WESTERN RIGHT OF WAY LIMITS OF SURVEY LINE Y8 TO THE POINT OF INTERSECTION WITH THE CENTERLINE OF SR 1934 HILLSIDE LANE. RUNNING THENCE IN A WESTERLY DIRECTION ALONG AND WITH THE CENTERLINE OF SR 1934 HILLSIDE LANE TO THE POINT OF INTERSECTION WITH THE EXTENDED WESTERN PROPERTY LINE OF THE UNDERSIGNED. RUNNING THENCE N. 15-47-33 E. 134.84 FEET TO A CORNER. RUNNING THENCE N. 78-47-33 E. 65 FEET TO A POINT. RUNNING THENCE N. 49-17-33 E., 58’50 FEET TO A POINT. RUNNING THENCE N. 27-17-33 E. 15 FEET TO A POINT. RUNNING THENCE S. 64-42-27 E. 15 FEET MORE OR LESS TO ITS POINT OF INTERSECTION WITH THE WESTERN RIGHT OF WAY LIMITS OF SURVEY LINE Y-8, SAID POINT OF INTERSECTION BEING LOCATED ON A STRAIGHT LINE, BETWEEN A POINT LOCATED 25 FEET SOUTHWESTERLY OF AND NORMAL TO SURVEY STATION 11 + 84.80 SURVEY LINE – Y5A- AND A POINT LOCATED 85 FEET WESTERLY OF AND NORMAL TO SURVEY STATION 19 + 50 SURVEY LINE Y-8. RUNNING THENCE IN A SOUTHWESTERLY DIRECTION, IN A STRAIGHT LINE, ALONG AND WITH THE WESTERN RIGHT OF WAY LIMITS OF SURVEY LINE Y8 TO THE POINT OF BEGINNING. THE ABOVE DESCRIPTION INCLUDES 20 FEET OF EXISTING RIGHT OF WAY ON SR 1934 (HILLSIDE LANE). THIS DESCRIPTION HAS BEEN DRAWN FROM THE MASTER PLANS FOR STATE HIGHWAY PROJECT IDENTIFIED AS STATE HIGHWAY PROJECT 34192.3.1 IN IREDELL COUNTY NOW ON FILE IN THE OFFICES OF THE DEPARTMENT OF TRANSPORTATION IN RALEIGH, NC. TRACT 2: BEING LOTS NOS. 13, 14, 15, 16, 17, 18, 21, AND 22 IN BLOCK 1 OF SUNSET HILLS AS THE SAME IS PLATTED, PLANNED AND RECORDED IN PLAT BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY SAVE AND EXCEPT THE PROPERTY DESCRIBED IN THE FOLLOWING CONVEYANCES: 1. DEED RECORDED IN BOOK 591, PAGE 684; 2. NORTH CAROLINA GENERAL WARRANTY DEED RECORDED IN BOOK 721, PAGE 814; AND 3. PORTIONS THEREOF CONVEYED TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION GENERAL SURVEY NOTES: 1. THIS PLAT IS NOT INTENDED FOR RECORDATION AS PER G.S. 47-30 AS AMENDED. 2. ALL CORNERS MONUMENTED AS SHOWN. 3. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED. 4. PHYSICAL IMPROVEMENTS MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 5. THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OF ANY ADJACENT PROPERTIES. 6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SHOWN. 7. THE BASIS OF BEARINGS FOR THIS SURVEY WAS DERIVED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT 34192.3.1 CONTROL AS SHOWN. 8. VERTICAL RELIEF SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 DERIVED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT 34192.3.1 CONTROL AS SHOWN. 9. UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE AT THE TIME OF SURVEY. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 10. THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). 11. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NUMBER 16-2332 WITH AN EFFECTIVE DATE OF AUGUST 3, 2016 AND ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM PHYSICAL INSPECTION OF THE SITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. 12. SAID DESCRIBED PROPERTY IS PARTIALLY LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (FLOODWAY) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 3710474500J, WITH AN EFFECTIVE DATE 03/18/2008 FOR COMMUNITY NO. 370313, PANEL 4745, SUFFIX J, IN IREDELL COUNTY, STATE OF NORTH CAROLINA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED. 13. THE PROPERTY HAS DIRECT ACCESS TO PUMP STATION ROAD, SUNSET HILL ROAD AND TONEWOOD STREET, ALL DEDICATED PUBLIC ROADWAYS. 14. THE SUBJECT PROPERTY IS IN AN UNIMPROVED STATE. A PORTION OF CLOSED HILLSIDE LANE PAVEMENT STILL EXISTS WITHIN SUBJECT PROPERTY. 15. THERE WAS NO OBSERVANCE OF CONSTRUCTION OR EARTHWORK AT THE TIME OF SURVEY. 16. THERE WAS NO OBSERVANCE OF STREET CONSTRUCTION OR REPAIRS AT THE TIME OF SURVEY. 17. THERE WAS NO OBSERVABLE EVIDENCE OF SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 18. PHYSICAL ADDRESS OF PROPERTY IS NOT KNOWN AT THE TIME OF SURVEY. 19. NO OFFSITE EASEMENTS OR SERVITUDES WERE DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR. 20. NO ZONING REPORT WAS PROVIDED TO THE SURVEYOR AT THE TIME OF SURVEY. SCHEDULE B - SECTION 2 NOTES: AS TO TRACT 1 ONLY: 6. RIGHT OF WAY OF SR 1934 (HILLSIDE LANE). - (AS SHOWN) 8. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, CHARGES, ASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S) FILED FOR RECORD IN BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS, PLANS, BYLAWS AND OTHER DOCUMENT(S) AND AMENDMENT(S), BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN) 9. MEMORANDUM OF ACTION FILED AGAINST PRIOR OWNERS, CHESTER C. BOOTH AND MARY B. BOOTH, AND RBC BANK, BY THE DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 2062, PAGE(S) 2393, IREDELL COUNTY REGISTRY. - (PERTAINS TO LOTS 19 & 20 ~ AS SHOWN) 10. CONSENT JUDGMENT RECORDED IN BOOK 2106, PAGE(S) 2477, IREDELL COUNTY REGISTRY. - (PERTAINS TO LOTS 19 & 20 ~ AS SHOWN) AS TO TRACT 2 ONLY: 11. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, CHARGES, ASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S) FILED FOR RECORD IN BOOK 144, PAGE 265 AND BOOK 611, PAGE 855, AS AFFECTED BY WAIVER OF RESTRICTIVE COVENANTS RECORDED IN BOOK 727, PAGE 883, (PERTAINS TO LOTS 19 & 20 ~ REFERS TO RESTRICTIVE COVENANTS IN BOOK 144, PAGE 265 WHICH WAS ALREADY NULL AND VOIDED BY BOOK 611, PAGE 855 AT THE TIME OF RECORDATION) IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS, PLANS, BYLAWS AND OTHER DOCUMENT(S) AND AMENDMENT(S), BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 REMOVES AND RELEASES ALL COVENANTS, RESTRICTIONS & EASEMENTS SET FORTH IN BOOK 144, PAGE 265; THE SAME ALSO WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN) 12. BUILDING RESTRICTION LINES, EASEMENTS AND OTHERS MATTERS AS SHOWN ON THE PLAT RECORDED IN PLAT BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN) 13. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, CHARGES, THIS COMMITMENT IS INVALID UNLESS THE INSURING ASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S) FILED FOR RECORD IN BOOK 524, PAGE 520, IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS, PLANS, BYLAWS AND OTHER DOCUMENT(S) AND AMENDMENT(S), BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 REMOVES AND RELEASES ALL COVENANTS, RESTRICTIONS & EASEMENTS SET FORTH IN BOOK 144, PAGE 265; THE SAME ALSO WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN) - (REFERENCE TO RIGHT OF WAY FOUND IN BOOK 470, PAGE 216 ~ AS SHOWN) 14. EASEMENT(S) TO SOUTHERN PUBLIC UTILITIES COMPANY RECORDED IN BOOK 106, PAGE(S) 592, IREDELL COUNTY REGISTRY. - (BLANKET IN NATURE AND NOT PLOTABLE) 15. EASEMENT(S) TO DUKE POWER COMPANY RECORDED IN BOOK 157, PAGE(S) 182 - (BLANKET IN NATURE AND NOT PLOTABLE) AND BOOK 470, PAGE 216, IREDELL COUNTY REGISTRY. - (AS SHOWN) 16. EASEMENT(S) TO SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY RECORDED IN BOOK 157, PAGE(S) 510, IREDELL COUNTY REGISTRY. - (SPECIFIC EASEMENT FOR ONE UTILITY POLE AND ANCHOR ~ UNABLE TO DETERMINE LOCATION FROM DESCRIPTION - NOT SHOWN) 17. DEED OF EASEMENT RECORDED IN BOOK 571, PAGE(S) 88, IREDELL COUNTY REGISTRY. -(AS SHOWN) 18. DEED RECORDED IN BOOK 591, PAGE(S) 684, IREDELL COUNTY REGISTRY. - (CONVEYS LOTS 5, 6, 7, 8, 9, 10 & 11 OF PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ NOT SHOWN) 19. INDENTURE RECORDED IN BOOK 611, PAGE(S) 855, IREDELL COUNTY REGISTRY. - (REMOVES AND RELEASES ALL COVENANTS, RESTRICTIONS & EASEMENTS SET FORTH IN BOOK 144, PAGE 265; THE SAME ALSO WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN) 20. EASEMENT DEED RECORDED IN BOOK 615, PAGE(S) 778, IREDELL COUNTY REGISTRY. - (PERTAINS TO LOTS 33, 34 & 35 OF PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ AS SHOWN) 21. NORTH CAROLINA GENERAL WARRANTY DEED RECORDED IN BOOK 721, PAGE(S) 814, IREDELL COUNTY REGISTRY.- (CONVEYS LOTS 28, 29, 30, 31, 32, 33, 34 & 35 OF PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ NOT SHOWN) 22. EASEMENT DEEDS RECORDED IN BOOK 862, PAGE(S) 1342 AND BOOK 914, PAGE 376, IREDELL COUNTY REGISTRY. - (AS SHOWN) 23. EASEMENT AGREEMENT RECORDED IN BOOK 1360, PAGE(S) 1436, IREDELL COUNTY REGISTRY. - (BLANKET IN NATURE AND NOT PLOTABLE - EASEMENT NO LONGER IN EFFECT 2 YEARS AFTER JULY 30, 2002 ~ NOT SHOWN) 24. GREENWAY EASEMENT RECORDED IN BOOK 1639, PAGE(S) 2056, IREDELL COUNTY REGISTRY. - (AS SHOWN) 25. DEED FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 2079, PAGE(S) 2141, IREDELL COUNTY REGISTRY. - (AS SHOWN) 26. NORTH CAROLINA WARRANTY DEED RECORDED IN BOOK 2079, PAGE(S) 2144, IREDELL COUNTY REGISTRY. - (SOUTHERN PORTION OF LOT 13, PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ NOT SHOWN) 27. DEED FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 2079, PAGE(S) 2151, IREDELL COUNTY REGISTRY. - (AS SHOWN) 28. TEMPORARY EASEMENT RECORDED IN BOOK 2129, PAGE(S) 1698, IREDELL COUNTY REGISTRY. - (AS SHOWN) 29. TEMPORARY RIGHT OF WAY AGREEMENT RECORDED IN BOOK 2148, PAGE(S) 370, AS AMENDED BY AMENDMENT TO TEMPORARY RIGHT OF WAY AGREEMENT RECORDED IN BOOK 2176, PAGE 1426, IREDELL COUNTY REGISTRY. - (AS SHOWN - RIGHT OF WAY TERMINATED AS OF MARCH 19th, 2015) 30. DECLARATION OF WITHDRAWL RECORDED IN BOOK 2413, PAGE(S) 1563, IREDELL COUNTY REGISTRY. - (PERTAINS TO REMAINING HILLSIDE LANE RIGHT OF WAY - AS SHOWN) ALTA/NSPS CERTIFICATION: TO: FIRST AMERICAN TITLE INSURANCE COMPANY & STATE FF, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS (1,2,3,4,5,6a, 8, 11, 13, 16 &19) OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON: APRIL 27, 2016 & UPDATED SEPTEMBER 7, 2016. DATE OF PLAT: MAY 16, 2017. DATED THIS 16th DAY OF MAY , 2017. __________________________________________________________________ TIMOTHY S. GUISEWHITE NC PROFESSIONAL LAND SURVEYOR No. L-4912 15 9 9 6 13 17 17 20 22 24 25 25 25 25 25 27 27 27 28 27 30 29 10 10 10 10 24 25 SURVEY LEGAL DESCRIPTION (REFLECTS CURRENT SURVEY MEASUREMENTS BETWEEN EXISTING MONUMENTATION) BEGINNING AT A CALCULATED POINT IN THE CENTERLINE OF FOURTH CREEK WHERE THE SAME IS INTERSECTED BY THE EASTERLY DZ'/E K& WhDW ^dd/KE ZK ;^ZͲϭϵϯϯ ϲϬΖ t/ Wh>/ Z/',d K& tzͿ ^/ WK/Ed >^K /E' /^dEd E ϱϲΣϯϲΖϯϳΗ /^dE K& ϭϵϵϯϰΖ &ZKD EKd KEdZK> WK/Ed ΗzϴͲϮϮϴΗ ;WZK:d ηϯϰϭϵϮϯϭͿ ^/ WK/Ed >^K /E' /^dEd ^ ϬϵΣϭϳΖϮϳΗ E A DISTANCE OF 34.49' FROM A PK NAIL FOUND IN THE CENTERLINE OF A BRIDGE OVER SAID CREEK; AND FROM SAID POINT OF BEGINNING RUN THENCE, WITH THE WESTERLY MARGIN OF PUMP STATION ROAD THE FOLLOWING FIVE COURSES AND DISTANCES: ϭͿ E ϱϭΣϬϵΖϮϮΗ W^^/E' ηϰ ZZ ^d d ϮϱϬϬΖ E KEd/Eh/E' ϮϵϳϭΖ &KZ dKd> /^dE K& ϱϰϳϭΖ dK ηϰ ZZ ^d THENCE, 2) ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1151.31', AN ARC LENGTH OF 135.89', WITH A CHORD BEARING OF E ϰϳΣϰϲΖϯϬΗ E ,KZ /^dE K& ϭϯϱϴϭΖ dK ηϰ ZZ ^d d,E 3) WITH A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 4132.34', AN ARC LENGTH OF 190.28', WITH A CHORD BEARING K& E ϰϯΣϬϰΖϮϴΗ E ,KZ /^dE K& ϭϵϬϮϲΖdK ηϰ ZZ ^d d,E ϰͿ E ϰϭΣϰϱΖϭϵΗ /^dE K& ϰϱϱϴΖ dK ηϰ ZZ ^d d,E 5) THENCE WITH A CURVE TO THE LEFT HAVING A RADIUS OF 2141.31', AN ARC LENGTH OF 120.18', WITH A CHORD BEARING OF N ϯϵΣϱϲΖϱϵΗ E ,KZ /^dE K& ϭϮϬϭϳΖ dK E EKd Z/',d K& tz /^< &KhE d,E E ϲϯΣϰϮΖϮϬΗ /^dE K& ϯϴϴϬΖ dK E EKd Z/',d K& tz /^< &KhE /E d, ^Khd,ZE DZ'/E K& ^hE^d ,/>> ZK (SR-1935 50' RIGHT OF WAY); THENCE, t/d, ^/ DZ'/E K& ^hE^d ,/>> ZK ^ ϳϭΣϮϴΖϮϯΗ /^dE K& ϭϰϰϮϭΖ dK ηϰ ZZ ^d t,Z d, ^D /^ INTERSECTED BY THE WESTERLY MARGIN OF TONEWOOD STREET (VARIABLE WIDTH RIGHT OF WAY); THENCE, WITH SAID MARGIN OF TONEWOOD STREET THE FOLLOWING THREE COURSES AND DISTANCES: ϭͿ ^ ϯϮΣϭϯΖϮϱΗ t /^dE K& ϮϲϮϮϵΖ dK E EKd Z/',d K& tz /^< &KhE d,E ϮͿ ^ ϰϬΣϱϴΖϱϯΗ t /^dE K& ϭϲϰϳϰΖ dK ηϰ ZZ ^d d,E ϯͿ ^ ϮϲΣϮϮΖϬϯΗ t W^^/E' ηϰ ZZ d ϮϳϮϵϵΖ E KEd/Eh/E' ϭϳϲϬΖ &KZ dKd> /^dE K& ϮϵϬϱϵΖ dK >h>d POINT IN THE CENTERLINE OF THE AFORESAID FOURTH CREEK AND IN THE EASTERLY LINE OF THE CITY OF STATESVILLE (WATER PLANT), (DEED BOOK 1080, PAGE 752); THENCE, ALONG THE CENTERLINE OF FOURTH CREEK AND WITH THE CITY OF STATESVILLE THE FOLLOWING EIGHT COURSES AND DISTANCES: ϭͿ E ϲϯΣϱϵΖϭϰΗ t /^dE K& ϮϳϰϭΖ dK WK/Ed d,E ϮͿ E ϲϮΣϯϳΖϯϱΗ t /^dE K& ϯϬϲϵΖ dK WK/Ed d,E ϯͿ E ϱϵΣϰϯΖϭϬΗ t /^dE K& ϰϯϲϴΖ dK WK/Ed d,E ϰͿ E ϲϭΣϰϰΖϱϳΗ t /^dE K& ϰϭϴϴΖ dK WK/Ed d,E ϱͿ E ϭϵΣϬϲΖϰϲΗ t /^dE K& ϲϯϲϵΖ dK WK/Ed d,E ϲͿ E ϮϯΣϭϱΖϱϳΗ t /^dE K& ϱϬϴϴΖ dK WK/Ed d,E ϳͿ E ϬϰΣϬϵΖϬϴΗ t /^dE K& ϯϵϰϱΖ dK WK/Ed d,E ϴͿ E ϬϵΣϬϴΖϰϭΗ t /^dE K& ϯϬϳϮΖ dK d, WK/Ed E W> K& '/EE/E' SAID ABOVE DESCRIBED TRACT OR PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS, AN AREA OF 138,481.7 SQUARE FEET, 3.179 ACRES MORE OR LESS. GUISEWHITE PROFESSIONAL LAND SURVEYING, PC P.O. BOX 680388 CHARLOTTE, NC 28216 (704) 530-1700 NC FIRM #C-4411

ALTA / NSPS LAND TITLE SURVEY P U M P S T A T I O N R O A ...€¦ · pb 3 pg 48 lot 15 pb 3 pg 48 lot 14 pb 3 pg 48 lot 13 pb 3 pg 48 lot 12 pb 3 pg 48 n/f jame limited partnership

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Page 1: ALTA / NSPS LAND TITLE SURVEY P U M P S T A T I O N R O A ...€¦ · pb 3 pg 48 lot 15 pb 3 pg 48 lot 14 pb 3 pg 48 lot 13 pb 3 pg 48 lot 12 pb 3 pg 48 n/f jame limited partnership

BENCHMARK

CALCULATED POINT (CP)

CURB INLET

EDGE OF WATER

FIRE HYDRANTGEODETIC CONTROL

GUY WIRE

CATCH BASIN / DROP INLETIRON PIPE FOUND (IPF)

NCDOT DISK FOUND (MF)

SANITARY MANHOLE

STORM MANHOLE

UNKNOWN MANHOLE

PK NAIL FOUND (PKF)

REBAR FOUND (RBF)

REBAR SET(RBS)

SIGN

STREET LIGHT

UTILITY POLE

WATER VALVE

SANITARY SEWER PIPE

PROPERTY BOUNDARY (FORMER LOT LINE)

TOP OF BANK

CURB AND GUTTER

RIGHT OF WAY LINE

PROPERTY BOUNDARY

ADJACENT BOUNDARY (NOT SURVEYED)PROPERTY BOUNDARY TIE LINE ONLY

EASEMENT LINE

PHYSICAL CENTERLINE ROAD

CURB AND GUTTER

FLOODZONE BOUNDARY

SYMBOL LEGENDLINE LEGEND

NCDOT

(PROJECT #34192.3.1)

OVERHEAD UTILITY LINES

STORM DRAIN PIPE

NCGRID

BENCHMARKEL=823.60'MAG NAILON ABUTMENTNCFMP #37039

BENCHMARKEL=823.48'

NORTH BOLT ONHYDRANT FLANGE

OLD BRIDGE

ABUTMENT821.1'

IPF3/4"

IPF3/4"

AIRRELEASEVALVES

INV:797.29'INV:799.41'

INV:806.07'INV:806.22'

PKF

#4RBF

#4RBF

EX-CIINV IN:807.30'INV OUT:807.18'RIM:810.86'

EX-JBINV SUMP:806.32'RIM:809.46'

EX-DIINV OUT:806.42'RIM:809.07'

EX-CIINV IN:807.55'INV OUT:807.52'RIM:811.14'

EX-CIINV OUT:808.33'RIM:811.75'

EX-DIINV OUT:812.65'NO LID - TOP OFSTRUCTURE:815.49'

TONEWOOD ST

STOP

EX-MHINV OUTSIDE DROP:786.93'INV CL TROUGH:780.53'RIM:794.98'

EX-MHINV CLTROUGH:789.59'RIM:801.13'

EX-MHINV CL

TROUGH:792.23'RIM:805.91'

EX-MHINV CLTROUGH:780.09'RIM:794.81'

EX-SEWERLIFT STATIONRIM:789.31'

EX-MHINV CLTROUGH:779.78'RIM:791.19'

EX-MHINV CL

TROUGH:779.28'RIM:790.79'

TOP OFEXPOSED30" DIP INCREEKEL:781.81'

NCDOT CONTROLN:754,896.063'E:1,442,731.736'EL:796.54'PROJECT 34192.3.1I-3819A "BY8-228"

NCDOT CONTROLN:755,137.472'E:1,443,023.363'EL:798.68'I-3819A "BY8-227"

NCDOT CONTROLN:755,482.325'E:1,443,288.111'EL:808.36'I-3819A "BY8-226"

BLOW OFF

18" HDPE/RCP

18" RCP

18" RCP

15" RCP

15" RCP HDPE15"

18" R

CP

BRIDGE

BRIDGE

ABUTMENT

ABUTMENT

24" WATERLINE ASSHOWN ON NCDOTEXISTING CONDITIONS

TEMPO

RARY CONSTRUCTIO

N EASEMENT (DB 2079 PG 2151)

30" VCP

30" VCP

30" DIP

12" V

CP

12" V

CP

8" VCP 8" VCP

8" VCP

20' G

REEN

WAY E

ASEM

ENT (

DB 163

9, PG

2056

)

N/F

STATESVILLE GOLF CENTER, INC.PIN # 4745350520DB 1003 PG 1279

N/F

JAME LIMITED PARTNERSHIP& MARY LOU C. BRINKLEY

PIN # 4745-35-1261DB 1231 PG 1393

DB 524 PG 520PB 3 PG 48

LOT 17PB 3 PG 48

LOT 18PB 3 PG 48

LOT 22PB 3 PG 48

LOT 21PB 3 PG 48

LOT 20PB 3 PG 48

LOT 19PB 3 PG 48

LOT 16PB 3 PG 48

LOT 15PB 3 PG 48

LOT 14PB 3 PG 48

LOT 13PB 3 PG 48

LOT 12PB 3 PG 48

N/F

JAME LIMITED PARTNERSHIP &MARY LOU BRINKLEY

PIN # 4745-35-3212DB 2434 PG 1087

PB 3 PG 48

N/F

JAME LIMITED PARTNERSHIP& MARY LOU C. BRINKLEY

PIN # 4745-25-9073DB 1231 PG 1393

DB 524 PG 520PB 3 PG 48

N/F

JAME LIMITED PARTNERSHIP& MARY LOU C. BRINKLEY

PIN # 4745-34-0938DB 1231 PG 1393

DB 524 PG 520PB 3 PG 48

N/F

JAME LIMITED PARTNERSHIP& MARY LOU C. BRINKLEY

PIN # 4745-34-1913DB 1231 PG 1393

DB 524 PG 520PB 3 PG 48

FO

UR

TH

C

RE

EK

68' DUKE ENERGY CO.

TRANSMISSION LINE

RIGHT OF WAY

34'

34'

FIELD LOCATEDTOP OF BANK

#4 RBSAT TOPOF BANK

#4 RBS

#4 RBS

N 09°0

8'41"

W30

.72'

N 51°09'22" E54.71'(TOTAL)

N 04°09

'08" W

39.45

'

N 41°45'19" E

45.58'

N 63°42'20" E38.80'(TOTAL)

S 71°28'23" E

144.21'

S 32°13'25" W

262.29'(TOTAL)

S 40°58'53" W164.74'

S 26°22'03" W

290.59'(TOTAL)

N 63°59'14" W

27.41'

N 62°37'35" W

30.69'

N 59°43'10" W

43.68'

N 61°44'57" W

41.88'

N 19

°06'

46" W

63.6

9'

N 23

°15'

57" W

50.8

8'

26.68'12.11'

37.65'

224.64'

272.99'

17.60'

S 09°

17'27

" E34

.49'(T

IE)N 63°48'10" W

60.54'(TIE)

N 68°55'55" W

158.28'(TIE)

N 26°22'03" E

133.77'(TIE)

FORMER

H I

L L

S I

D E

L A

N E

SR-1934 40' WIDE R/W

(CLOSED PER DECLARATION

OF WITHDRAW

AL DB 2413 PG 1563)

P U M P S T A T I O N R O A D

SR-1933 60' WIDE PUBLIC R/W (PER NCDOT I-3819A SHEET 30)

S U

N S

E T

H I

L L

R O

A D

SR-1935 50' WIDE PUBLIC R/W

(PER NCDOT I-3819A SHEET 30)C1 C2

C3

AREA WITHIN HILLSIDELANE R/W:

8,274.9 SF / 0.190 AC

AREA PIN # 4745351260:41,801.2 SF / 0.960 AC

AREA PIN # 4745353211:14,697.6 SF / 0.337 AC

AREA PIN # 4745259072:20,899.5 SF / 0.480 AC

AREA PIN # 4745340937:39,335.7 SF / 0.903 AC

AREA PIN # 4745341912:13,472.8 SF / 0.309 AC

________________________TOTAL SURVEYED AREA:138,481.7 SF / 3.179 AC

T O N E W O O D S

T R E E T

VARIABLE PUBLIC R/W

(PER NCDOT PROJ. No.34192.3.1 / I-3819A SHEET 30)

APPROXIMATEFORMER BOUNDARIES

SHOWN FOR ILLUSTRATION

CITY

OF

STAT

ESVI

LLE

CORP

ORA

TE L

IMIT

S

INOUT

CITY OF STATESVILLE

CORPO

RATE LIMITS

IN

OUT

CITY OF STATESVILLECORPORATE LIMITSIN

OUT

CITY OF STATESVILLE

CORPORATE LIMITSIN

OUT

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/WEXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

(DB 2079 PG 2141)

EXISTING R/W

(DB 2079 PG 2151)

S 37°30'50" W

434.76'(CONTROL TIE)

S 50°22'55" W378.58'(CONTROL TIE)N 56°36'37" E

199.34'(CONTROL TIE)

SHEE

T PI

LEAB

UTM

ENT

SHEE

T PI

LEAB

UTM

ENT

TOWER

TOWER

OVERHEAD TRANSMISSION LINES

820

825

830

830

820

825

815

810

805

805

810

815

820

820

820

820

815810

805

800

795

785

790

780

780

790

795

800

805

810

785

790

795

800 805

810

815

820

825

800 805

805

800

832

832

821

822

821

809

796

797

780

780

779

823

822

821

WATERLINE BY RECORDS

EDGE OF RIP-RAP

GUIDE RAIL

CORPORATE BOUNDARY

FLOOD ZONE AE(FLOODWAY)

FLOOD ZO

NE AE(FLOODWAY)

FLOOD ZO

NE AE

0.2% ANNUAL C

HANCE

FLOOD H

AZARD ZO

NE

FLOOD ZO

NE AE

0.2% ANNUAL CHANCE

FLOOD HAZA

RD ZONE

FLOOD ZONE AE(FLOODWAY)

FLOOD ZO

NE AE

0.2%

AN

NUA

L CH

ANCE

FLO

OD

HAZA

RD Z

ON

E

FLOOD ZONE AE(FLOODWAY)

FLOOD ZONE AE0.2% ANNUAL CHANCEFLOOD HAZARD ZONE

FLOOD

ZONE A

E(FL

OODWAY

)

FLOOD ZO

NE AE

0.2% ANNUAL CHANCE

FLOOD HAZA

RD ZONE

FLOOD ZONE AE(FLOODWAY)

FLOOD ZONE AE

0.2% ANNUAL CHANCE

FLOOD HAZARD ZONE

FLOO

D ZO

NE A

E(FL

OODW

AY)

CURVE TABLE

AREA TABLE

N/F

CITY OF STATESVILLE(WATER PLANT)PIN # 4745158512DB 1080 PG 752

PB 22 PG 89

N/F

JAME LIMITED PARTNERSHIP& MARY LOU C. BRINKLEY

PIN # 4745-35-2038NORTHWEST CORNER OF LOT 13

DB 1231 PG 1393DB 524 PG 520

PB 3 PG 48

20' SEWER LINE EASEMENT (DB 571, PG 88)

20' SEWER LINE EASEMENT

(DB 571, PG 88)

30' WATER LINE EASEMENT

(DB 615, PG 778)

20' S

EWER

LINE E

ASEM

ENT

(DB 8

62, P

G 1342

& D

B 914

PG 37

6)

NCDOT R/W(DB 2079 PG 2141)

EXISTING R/W

(DB 2079 PG 2151)TE

MPO

RARY

EAS

EMEN

T

(DB

2129

PG

1698

)

68'

NCDOT R/W

(DB 2079 PG 2151)

TEM

PORA

RY R

IGHT

OF W

AY

(DB

2148

PG

370)

68'

P.O.B

NCDOT R/W

(DB 2106 PG 2477)

EXISTING R/W

(DB 2106 PG 2477)

20' GREENWAY EASEMENT (DB 1639, PG 2056)

#4 RBS#4 RBS#4 RBS

#4 RBS#4 RBSAT TOPOF BANK

25.00' 29.71'

0

1020

3040

5060

7080

90

1020

3040

5060

7080

9080

7060 50 40 30

2010

8070

6050403020

10

0 4080

120160

200240

280

320

P

1

CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARINGC1 1151.31' 135.89' 135.81' N 47°46'30" EC2 4132.34' 190.28' 190.26' N 43°04'28" EC3 2141.31' 120.18' 120.17' N 39°56'59" E

TSG

16-0036

16-0036 FAIRFIELD STATESVILLE ALTA-NSPS.DWG

PROJECT NUMBER:

DRAWN BY:04/29/2016DATE OF SURVEY:

FILE:

VICINITY MAP (NO SCALE)

SITE

1 INCH = FT.( IN FEET )

GRAPHIC SCALE030 15 30 60 120

30

ALTA / NSPS LAND TITLE SURVEY

OWNER:JAME LIMITED PARTNERSHIP ANDMARY LOU BRINKLEY

2509 AMITY HILL ROAD, STATESVILLE, NC 28677

PHYSICAL ADDRESS: PUMP STATION ROAD & SUNSET HILL ROADCITY OF STATESVILLE, IREDELL COUNTY

NORTH CAROLINADEED REFERENCE: DB 1231, PG 1393 & DB 2434, PG 1087

TAX PARCEL ID #4745-35-2038, #4745-34-1913, #4745-34-0938#4745-25-9073, #4745-35-1261 & #4745-35-3212

ABBREVIATIONSDB DEED BOOKPB PLAT BOOKPG PAGEN/F NOW OR FORMERLYR/W RIGHT-OF-WAYSF SQUARE FEETAC ACRESEX. EXISTING

REVISIONS:5/3/16 ~ REVISED FLOOD CERTIFICATION NOTE ONLY9/8/16 ~ ALTA / NSPS SURVEY5/16/17 ~ REVISED ALTA / NSPS CERTIFICATION

RECORD LEGAL DESCRIPTIONTRACT 1:BEGINNING AT A POINT LOCATED 85 FEET NORTHWESTERLY OF AND NORMAL TO SURVEY STATION 19 + 50SURVEY LINE Y-8. RUNNING THENCE IN A SOUTHWESTERLY DIRECTION, IN A STRAIGHT LINE, ALONG ANDWITH THE WESTERN RIGHT OF WAY LIMITS OF SURVEY LINE Y8 TO THE POINT OF INTERSECTION WITH THECENTERLINE OF SR 1934 HILLSIDE LANE. RUNNING THENCE IN A WESTERLY DIRECTION ALONG AND WITHTHE CENTERLINE OF SR 1934 HILLSIDE LANE TO THE POINT OF INTERSECTION WITH THE EXTENDED WESTERNPROPERTY LINE OF THE UNDERSIGNED. RUNNING THENCE N. 15-47-33 E. 134.84 FEET TO ACORNER. RUNNING THENCE N. 78-47-33 E. 65 FEET TO A POINT. RUNNING THENCEN. 49-17-33 E., 58’50 FEET TO A POINT. RUNNING THENCE N. 27-17-33 E. 15 FEET TO A POINT. RUNNINGTHENCE S. 64-42-27 E. 15 FEET MORE OR LESS TO ITS POINT OF INTERSECTION WITH THE WESTERN RIGHTOF WAY LIMITS OF SURVEY LINE Y-8, SAID POINT OF INTERSECTION BEING LOCATED ON A STRAIGHTLINE, BETWEEN A POINT LOCATED 25 FEET SOUTHWESTERLY OF AND NORMAL TO SURVEYSTATION 11 + 84.80 SURVEY LINE – Y5A- AND A POINT LOCATED 85 FEET WESTERLY OF AND NORMAL TOSURVEY STATION 19 + 50 SURVEY LINE Y-8. RUNNING THENCE IN A SOUTHWESTERLY DIRECTION, IN ASTRAIGHT LINE, ALONG AND WITH THE WESTERN RIGHT OF WAY LIMITS OF SURVEY LINE Y8 TO THE POINTOF BEGINNING. THE ABOVE DESCRIPTION INCLUDES 20 FEET OF EXISTING RIGHT OF WAY ON SR 1934(HILLSIDE LANE).THIS DESCRIPTION HAS BEEN DRAWN FROM THE MASTER PLANS FOR STATE HIGHWAY PROJECT IDENTIFIEDAS STATE HIGHWAY PROJECT 34192.3.1 IN IREDELL COUNTY NOW ON FILE IN THE OFFICES OF THEDEPARTMENT OF TRANSPORTATION IN RALEIGH, NC.TRACT 2:BEING LOTS NOS. 13, 14, 15, 16, 17, 18, 21, AND 22 IN BLOCK 1 OF SUNSET HILLS AS THE SAME IS PLATTED,PLANNED AND RECORDED IN PLAT BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY SAVE AND EXCEPT THEPROPERTY DESCRIBED IN THE FOLLOWING CONVEYANCES:1. DEED RECORDED IN BOOK 591, PAGE 684;2. NORTH CAROLINA GENERAL WARRANTY DEED RECORDED IN BOOK 721, PAGE 814; AND3. PORTIONS THEREOF CONVEYED TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

GENERAL SURVEY NOTES:1. THIS PLAT IS NOT INTENDED FOR RECORDATION AS PER G.S. 47-30 AS AMENDED.2. ALL CORNERS MONUMENTED AS SHOWN.3. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.4. PHYSICAL IMPROVEMENTS MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON.5. THE OFF-SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT CERTIFY TO

THE RIGHT OF WAY WIDTH OF ANY ADJACENT PROPERTIES.6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SHOWN.7. THE BASIS OF BEARINGS FOR THIS SURVEY WAS DERIVED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT 34192.3.1 CONTROL AS SHOWN.8. VERTICAL RELIEF SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 DERIVED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT

34192.3.1 CONTROL AS SHOWN.9. UTILITY NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT

THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATIONAVAILABLE AT THE TIME OF SURVEY. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.

10. THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).11. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NUMBER 16-2332 WITH AN

EFFECTIVE DATE OF AUGUST 3, 2016 AND ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM PHYSICAL INSPECTION OF THESITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY.

12. SAID DESCRIBED PROPERTY IS PARTIALLY LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (FLOODWAY) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA),ON FLOOD INSURANCE RATE MAP NO. 3710474500J, WITH AN EFFECTIVE DATE 03/18/2008 FOR COMMUNITY NO. 370313, PANEL 4745, SUFFIX J, IN IREDELL COUNTY, STATE OF NORTHCAROLINA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED.

13. THE PROPERTY HAS DIRECT ACCESS TO PUMP STATION ROAD, SUNSET HILL ROAD AND TONEWOOD STREET, ALL DEDICATED PUBLIC ROADWAYS.14. THE SUBJECT PROPERTY IS IN AN UNIMPROVED STATE. A PORTION OF CLOSED HILLSIDE LANE PAVEMENT STILL EXISTS WITHIN SUBJECT PROPERTY.15. THERE WAS NO OBSERVANCE OF CONSTRUCTION OR EARTHWORK AT THE TIME OF SURVEY.16. THERE WAS NO OBSERVANCE OF STREET CONSTRUCTION OR REPAIRS AT THE TIME OF SURVEY.17. THERE WAS NO OBSERVABLE EVIDENCE OF SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.18. PHYSICAL ADDRESS OF PROPERTY IS NOT KNOWN AT THE TIME OF SURVEY.19. NO OFFSITE EASEMENTS OR SERVITUDES WERE DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR.20. NO ZONING REPORT WAS PROVIDED TO THE SURVEYOR AT THE TIME OF SURVEY.

SCHEDULE B - SECTION 2 NOTES:AS TO TRACT 1 ONLY:6. RIGHT OF WAY OF SR 1934 (HILLSIDE LANE). - (AS SHOWN)

8. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS, RESTRICTIONS,EASEMENTS, CHARGES, ASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S) FILED FOR RECORDIN BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS, PLANS, BYLAWS AND OTHERDOCUMENT(S) AND AMENDMENT(S), BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASEDUPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS,DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH INAPPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTIONIS PERMITTED BY APPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 WITHDRAWSANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN)

9. MEMORANDUM OF ACTION FILED AGAINST PRIOR OWNERS, CHESTER C. BOOTH AND MARY B.BOOTH, AND RBC BANK, BY THE DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 2062, PAGE(S)2393, IREDELL COUNTY REGISTRY. - (PERTAINS TO LOTS 19 & 20 ~ AS SHOWN)

10. CONSENT JUDGMENT RECORDED IN BOOK 2106, PAGE(S) 2477, IREDELL COUNTY REGISTRY. -(PERTAINS TO LOTS 19 & 20 ~ AS SHOWN)

AS TO TRACT 2 ONLY:11. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS,RESTRICTIONS, EASEMENTS, CHARGES, ASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S)FILED FOR RECORD IN BOOK 144, PAGE 265 AND BOOK 611, PAGE 855, AS AFFECTED BY WAIVER OFRESTRICTIVE COVENANTS RECORDED IN BOOK 727, PAGE 883, (PERTAINS TO LOTS 19 & 20 ~ REFERS TORESTRICTIVE COVENANTS IN BOOK 144, PAGE 265 WHICH WAS ALREADY NULL AND VOIDED BY BOOK611, PAGE 855 AT THE TIME OF RECORDATION) IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS,PLANS, BYLAWS AND OTHER DOCUMENT(S) AND AMENDMENT(S), BUT OMITTING ANY COVENANTS ORRESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIALSTATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OFINCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAIDCOVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK611, PAGE 855 REMOVES AND RELEASES ALL COVENANTS, RESTRICTIONS & EASEMENTS SET FORTH INBOOK 144, PAGE 265; THE SAME ALSO WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWNON PLAT BOOK 3, PAGE 48 ~ NONE SHOWN)

12. BUILDING RESTRICTION LINES, EASEMENTS AND OTHERS MATTERS AS SHOWN ON THE PLATRECORDED IN PLAT BOOK 3, PAGE 48, IREDELL COUNTY REGISTRY. - (INSTRUMENT RECORDED IN BOOK611, PAGE 855 WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE48 ~ NONE SHOWN)

13. TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS,RESTRICTIONS, EASEMENTS, CHARGES, THIS COMMITMENT IS INVALID UNLESS THE INSURINGASSESSMENTS AND LIENS PROVIDED FOR IN INSTRUMENT(S) FILED FOR RECORD IN BOOK 524, PAGE520, IREDELL COUNTY REGISTRY, AND ANY RELATED MAPS, PLANS, BYLAWS AND OTHER DOCUMENT(S)AND AMENDMENT(S), BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE,COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY,HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATEOR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BYAPPLICABLE LAW. - (INSTRUMENT RECORDED IN BOOK 611, PAGE 855 REMOVES AND RELEASES ALLCOVENANTS, RESTRICTIONS & EASEMENTS SET FORTH IN BOOK 144, PAGE 265; THE SAME ALSOWITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONESHOWN) - (REFERENCE TO RIGHT OF WAY FOUND IN BOOK 470, PAGE 216 ~ AS SHOWN)

14. EASEMENT(S) TO SOUTHERN PUBLIC UTILITIES COMPANY RECORDED IN BOOK 106, PAGE(S) 592,IREDELL COUNTY REGISTRY. - (BLANKET IN NATURE AND NOT PLOTABLE)

15. EASEMENT(S) TO DUKE POWER COMPANY RECORDED IN BOOK 157, PAGE(S) 182 - (BLANKET INNATURE AND NOT PLOTABLE) AND BOOK 470, PAGE 216, IREDELL COUNTY REGISTRY. - (AS SHOWN)

16. EASEMENT(S) TO SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY RECORDED IN BOOK 157,PAGE(S) 510, IREDELL COUNTY REGISTRY. - (SPECIFIC EASEMENT FOR ONE UTILITY POLE AND ANCHOR ~UNABLE TO DETERMINE LOCATION FROM DESCRIPTION - NOT SHOWN)

17. DEED OF EASEMENT RECORDED IN BOOK 571, PAGE(S) 88, IREDELL COUNTY REGISTRY. -(AS SHOWN)

18. DEED RECORDED IN BOOK 591, PAGE(S) 684, IREDELL COUNTY REGISTRY. - (CONVEYS LOTS 5, 6, 7, 8,9, 10 & 11 OF PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ NOT SHOWN)

19. INDENTURE RECORDED IN BOOK 611, PAGE(S) 855, IREDELL COUNTY REGISTRY. - (REMOVES ANDRELEASES ALL COVENANTS, RESTRICTIONS & EASEMENTS SET FORTH IN BOOK 144, PAGE 265; THE SAMEALSO WITHDRAWS ANY REQUIREMENTS & RESTRICTIONS AS SHOWN ON PLAT BOOK 3, PAGE 48 ~ NONESHOWN)

20. EASEMENT DEED RECORDED IN BOOK 615, PAGE(S) 778, IREDELL COUNTY REGISTRY. - (PERTAINS TOLOTS 33, 34 & 35 OF PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECT PROPERTY ~ AS SHOWN)

21. NORTH CAROLINA GENERAL WARRANTY DEED RECORDED IN BOOK 721, PAGE(S) 814, IREDELLCOUNTY REGISTRY.- (CONVEYS LOTS 28, 29, 30, 31, 32, 33, 34 & 35 OF PLAT BOOK 3, PAGE 48 ~ DOESNOT AFFECT SUBJECT PROPERTY ~ NOT SHOWN)

22. EASEMENT DEEDS RECORDED IN BOOK 862, PAGE(S) 1342 AND BOOK 914, PAGE 376, IREDELLCOUNTY REGISTRY. - (AS SHOWN)

23. EASEMENT AGREEMENT RECORDED IN BOOK 1360, PAGE(S) 1436, IREDELL COUNTY REGISTRY. -(BLANKET IN NATURE AND NOT PLOTABLE - EASEMENT NO LONGER IN EFFECT 2 YEARS AFTER JULY 30,2002 ~ NOT SHOWN)

24. GREENWAY EASEMENT RECORDED IN BOOK 1639, PAGE(S) 2056, IREDELL COUNTY REGISTRY. - (ASSHOWN)

25. DEED FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 2079, PAGE(S) 2141, IREDELL COUNTYREGISTRY. - (AS SHOWN)

26. NORTH CAROLINA WARRANTY DEED RECORDED IN BOOK 2079, PAGE(S) 2144, IREDELL COUNTYREGISTRY. - (SOUTHERN PORTION OF LOT 13, PLAT BOOK 3, PAGE 48 ~ DOES NOT AFFECT SUBJECTPROPERTY ~ NOT SHOWN)

27. DEED FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 2079, PAGE(S) 2151, IREDELL COUNTYREGISTRY. - (AS SHOWN)

28. TEMPORARY EASEMENT RECORDED IN BOOK 2129, PAGE(S) 1698, IREDELL COUNTY REGISTRY. - (ASSHOWN)

29. TEMPORARY RIGHT OF WAY AGREEMENT RECORDED IN BOOK 2148, PAGE(S) 370, AS AMENDED BYAMENDMENT TO TEMPORARY RIGHT OF WAY AGREEMENT RECORDED IN BOOK 2176, PAGE 1426,IREDELL COUNTY REGISTRY. - (AS SHOWN - RIGHT OF WAY TERMINATED AS OF MARCH 19th, 2015)

30. DECLARATION OF WITHDRAWL RECORDED IN BOOK 2413, PAGE(S) 1563, IREDELL COUNTY REGISTRY.- (PERTAINS TO REMAINING HILLSIDE LANE RIGHT OF WAY - AS SHOWN)

ALTA/NSPS CERTIFICATION:

TO:FIRST AMERICAN TITLE INSURANCE COMPANY &STATE FF, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY:

THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICHIT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUMSTANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDESITEMS (1,2,3,4,5,6a, 8, 11, 13, 16 &19) OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON:APRIL 27, 2016 & UPDATED SEPTEMBER 7, 2016.

DATE OF PLAT: MAY 16, 2017.

DATED THIS 16th DAY OF MAY , 2017.

__________________________________________________________________TIMOTHY S. GUISEWHITENC PROFESSIONAL LAND SURVEYOR No. L-4912

15

9 9

6

13

17

17

20

2224

25

25

25

25

25

27

27

2728

27

30

29

10

10

10

10

24

25

SURVEY LEGAL DESCRIPTION(REFLECTS CURRENT SURVEY MEASUREMENTS BETWEEN EXISTING MONUMENTATION)

BEGINNING AT A CALCULATED POINT IN THE CENTERLINE OF FOURTH CREEK WHERE THE SAME IS INTERSECTED BY THE EASTERLYMARGIN OF PUMP STATION ROAD (SR-1933 60' WIDE PUBLIC RIGHT OF WAY) SAID POINT ALSO BEING DISTANT N 56°36'37" E ADISTANCE OF 199.34' FROM NCDOT CONTROL POINT "BY8-228" (PROJECT #34192.3.1), SAID POINT ALSO BEING DISTANT S 09°17'27"E A DISTANCE OF 34.49' FROM A PK NAIL FOUND IN THE CENTERLINE OF A BRIDGE OVER SAID CREEK; AND FROM SAID POINT OFBEGINNING RUN THENCE,WITH THE WESTERLY MARGIN OF PUMP STATION ROAD THE FOLLOWING FIVE COURSES AND DISTANCES:1) N 51°09'22" E PASSING A #4 REBAR SET AT 25.00' AND CONTINUING 29.71' FOR A TOTAL DISTANCE OF 54.71' TO A #4 REBAR SET;THENCE,2) ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1151.31', AN ARC LENGTH OF 135.89', WITH A CHORD BEARING OFN 47°46'30" E , AND CHORD DISTANCE OF 135.81', TO A #4 REBAR SET; THENCE,3) WITH A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 4132.34', AN ARC LENGTH OF 190.28', WITH A CHORD BEARINGOF N 43°04'28" E , AND CHORD DISTANCE OF 190.26',TO A #4 REBAR SET; THENCE,4) N 41°45'19" E A DISTANCE OF 45.58' TO A #4 REBAR SET; THENCE,5) THENCE WITH A CURVE TO THE LEFT HAVING A RADIUS OF 2141.31', AN ARC LENGTH OF 120.18', WITH A CHORD BEARING OF N39°56'59" E , AND CHORD DISTANCE OF 120.17', TO AN NCDOT RIGHT OF WAY DISK FOUND; THENCE,N 63°42'20" E A DISTANCE OF 38.80' TO AN NCDOT RIGHT OF WAY DISK FOUND IN THE SOUTHERN MARGIN OF SUNSET HILL ROAD(SR-1935 50' RIGHT OF WAY); THENCE,WITH SAID MARGIN OF SUNSET HILL ROAD S 71°28'23" E A DISTANCE OF 144.21' TO A #4 REBAR SET WHERE THE SAME ISINTERSECTED BY THE WESTERLY MARGIN OF TONEWOOD STREET (VARIABLE WIDTH RIGHT OF WAY); THENCE,WITH SAID MARGIN OF TONEWOOD STREET THE FOLLOWING THREE COURSES AND DISTANCES:1) S 32°13'25" W A DISTANCE OF 262.29' TO AN NCDOT RIGHT OF WAY DISK FOUND; THENCE,2) S 40°58'53" W A DISTANCE OF 164.74' TO A #4 REBAR SET; THENCE,3) S 26°22'03" W PASSING A #4 REBAR AT 272.99' AND CONTINUING 17.60' FOR A TOTAL DISTANCE OF 290.59' TO A CALCULATEDPOINT IN THE CENTERLINE OF THE AFORESAID FOURTH CREEK AND IN THE EASTERLY LINE OF THE CITY OF STATESVILLE (WATERPLANT), (DEED BOOK 1080, PAGE 752); THENCE,ALONG THE CENTERLINE OF FOURTH CREEK AND WITH THE CITY OF STATESVILLE THE FOLLOWING EIGHT COURSES AND DISTANCES:1) N 63°59'14" W A DISTANCE OF 27.41' TO A POINT; THENCE,2) N 62°37'35" W A DISTANCE OF 30.69' TO A POINT; THENCE,3) N 59°43'10" W A DISTANCE OF 43.68' TO A POINT; THENCE,4) N 61°44'57" W A DISTANCE OF 41.88' TO A POINT; THENCE,5) N 19°06'46" W A DISTANCE OF 63.69' TO A POINT; THENCE,6) N 23°15'57" W A DISTANCE OF 50.88' TO A POINT; THENCE,7) N 04°09'08" W A DISTANCE OF 39.45' TO A POINT; THENCE,8) N 09°08'41" W A DISTANCE OF 30.72' TO THE POINT AND PLACE OF BEGINNING.

SAID ABOVE DESCRIBED TRACT OR PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS,AN AREA OF 138,481.7 SQUARE FEET, 3.179 ACRES MORE OR LESS.

GUISEWHITE PROFESSIONALLAND SURVEYING, PC

P.O. BOX 680388CHARLOTTE, NC 28216

(704) 530-1700 NC FIRM #C-4411