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SWA000150_Plansheet - Existing Conditions_Survey_20220624
NOTES: I ) THI5 PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY PER F.1. R. M. #37101621 OOJ, DATED 710212005. 2) PROPERTY SUBJECT TO ALL RIGHTS -OF -WAY AND EASEMENTS OF RECORD, INCLUDING, BUT NOT LIMITED TO, TH05E SHOWN HEREON. 3) SURVEYOR WAS NOT PROVIDED WITH A LEGAL TITLE SEARCH. THERE MAY EXIST EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS PERTINENT TO THIS PROPERTY THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE THAT ARE NOT SHOWN ON THIS PROPERTY, 4) BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS, CONTAINERS, OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. 5) AREA BY COORDINATE COMPUTATION. 6) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US SURVEY FEET MEASUREMENTS. THE COMBINED GRID FACTOR FOR THIS SURVEY IS 0.399539026. 7) TO BE CONFIRMED UPON RECEIPT OF TITLE COMMITMENT. A FORMAL RECORDED RIGHT OF WAY WIDTH OVER BOTH US HIGHWAY 64 AND OLD GILBERTTOWN ROAD (SR # 1539) WAS NOT RECOVERED BY THE SURVEYOR. IT IS ADVISED THAT, AT A MINIMUM, AN NCOOT MAINTENANCE LIMITS BASED RIGHT OF WAY LIKELY APPLIES TO THESE TWO ROADWAYS. A MAINTENANCE LIMITS RIGHT OF WAY IS GENERALLY CONSIDERED TO BE DITCH LINE TO ROAD SHOULDER AND IS MORE SPECIFICALLY DEFINED AS THE AREA REQUIRED FOR MAINTENANCE OF THE ROADWAY. 8) THE VERTICAL DATUM FOR THIS SURVEY IS NAV055. THE CONTOUR INTERVAL IS TWO FEET. ZONING DATA: NO DATA AVAILA13E TO REPORT (SURVEYOR WAS UNABLE TO RECOVER ZONING CLASSIFICATION / DATA ON THE SUBJECT PROPERTY. A ZONING REPORT WAS NOT PROVIDED TO THE SURVEYOR.) REFERENCES: DB 903 PG 307 DB 556 PG 792 DB 556 PG 755 \ OB 650 PG 317 LEGEND ABBREVIATIONS : 563,76' 863.5 I ' PB= PLAT BOOK DB= DEED 600K \60, PG= PAGE R/W= RIGHT OF WAY PIN= PARCEL IDENTIFICATION NUMBER RECOVERED BOUNDARY MONUMENT (SIZE AND TYPE AS NOTED)BOUNDARY MONUMENT SET BY MCABEE RBS= #4 REBAR W. MCABEE ID CAP SET SMN5= SURVEY MARKER NAIL SET BOUNDARY LINE - SUBJECT PROPERTY (FIELD SURVEYED) BOUNDARY LINE - ADJOINING PROPERTY 560.26 (FIELD SURVEYED) BOUNDARY LINE - ADJOINING PROPERTY (COMPOSITE, PLOTTED FROM RECORD DESCRIPTIONS) *AREA LIGHT #4 REBAR, 0.5'A.G. m / / / / PAMELA D. MOORE PARCEL #: 1201410 DB 856 PG 792 JUDY R. LONG PARCEL #: 1641304 OB 656 PG 755 NORTH BANK L3 (TIE) OLD ROAD BED L2 — � OLD ROAD JOHN D. DAULTON LYNETTE 5. OAULTON PARCEL #: 1641305 OB 905 PG 5 #4 REBAR, 0.6' A.G. z � N Q _ — _ _ #4 REBAR, 0,5' A.G. JOANNE WALLER PARCEL #: I G36704 DB 550 PG 31 7 TOTAL AREA OF SURVEY: 2.237 ACRES STEP5 \ VICINITY MAP NOT TO SCALE LINE TABLE LINE BEARING DISTANCE L I N 69° 15'01 " E 5 1. 14' L2 N65°15'01"E 51.91' L3 N 85° 15'01 " E 51, 65' 876.42' 876.42' r#4 REBAR, 0.2' B.G. SPC (NA083-201 1): 52 \ — — 63°5� \ _ — j — — \ — _ - - -- - - \ \ _ / i / 876.49' E= 1, 124, 646. 15' \ i \LINE _ -- - _-- 72 rn / 875.47' SMN5- o \ SURVEY CONTROL s� \ O ®®®® t (60d NAIL) EL.: 868.77' \ SPC (NA083-201 I): N- 610,540.22' — — — INV.: 564.3' OhO \ \ \\ \ \ E- I,I24,735.23' \ (SURVEY LOCALIZATION POINT) ONE<% g 12^CMP \ 1, J. BARRY WEST, CERTIFY THE FOLLOWING: 0� / THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT ONO / / #C — 870' _ i 11a `go 7� CATCH BASIN CREATE A NEW STREET OR CHANGE AN EXISTING STREET. °�J RIM EL.: 570.74' THIS PLAT WAS DRAWN UNDER MY5UPEPVISIDN FROM AN ACTUAL O \ \ ONE /� \ INV.: 569.2' SURVEY PERFORMED UNDER MY SUPERVISION; DEED DESCRIPTION RECORDED IN BOOK 903 PAGE 307; THAT THE RATIO OF PRECISION AS Ors O i CALCULATED BY LATITUDES AND DEPARTURES IS 1: 10,000+ FOR A03i � \\ j I I I I I I IILLLi�� TRADITIONAL SURVEYING METHODS; THAT THE GLOBAL POSITIONING NV.: 862.5' ��� '�N SYSTEM (GPS) OBSERVATIONS WERE PERFORMED TO THE GE05PATIAL POSITIONING ACCURACY STANDARDS, PART 2: STANDARDS FOR \ \ 5� \ oC�RO RKS AT THE O o \ \ \ °N� =Qe°�D�ESS/��L`/2-y �� ��� �/ o Q < CLASGEODSIFIICATION�95%CONFIDE USOINGRT NETWORK SOLUTIONS; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.5. 47-30 0r0i _ g _ or o SEAL $ = o o L-4693 $ (F)(1 1)(C I) AS AMENDED. WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS THE I Oth DAY OF DECEMBER, 2021. A.G.= ABOVE ADJACENT GRADE 559.33'+ \ \ \ ao i U5 d lGHWAY 64 . B.G. = BELOW ADJACENT GRADE \ i \ ° �� PUBLIC -ASPHALT 'o , . ONE / (SEE NOTE #7 REGARDING e CMP= CORRUGATED METAL PIPE OLD GILBERTTOWN ROAD \ \ _ i v e;� S ,e' L-4693 > DITCHUNE PUBLIC NOTE #7 ASPHALT (.5R #1539) vn5 �h� ° � / t� \ PUBLIC R/W) /iBgRRYo�����\\\ EL.= ELEVATION ( / \ \ iLLL& ENC.= ENCROACHMENT PUBLIC RM) 858.5T L INV.= INVERT ELEVATION °r onu OVERHEAD UTILITY LINE INV.: 554.9'o /RGi RCP= REINFORCED CONCRETE PIPE A z SIGN oN� / \ �o SPC= STATE PLANE COORDINATES RBS 6XX.XX'+SPOT ELEVATION (EXISTING GRADE) INV.; 856.2' ° ur TELECOMMUNICATIONS LINE ('BURIED -SEE NOTE BELOW) 858.23' X UTILITY PAINT MARKING / UTILITY PIN FLAG ,D UTILITY POLE w WATER LINE (*BURIED - SEE NOTE BELOW) © WATER METER ►� WATER VALVE *NOTE: BURIED UTILITIES ARE SHOWN HEREON PER MARKINGS IN THE FIELD AT TIME OF THE SURVEY AND ARE SHOWN SOLELY BASED ON THIS INFORMATION. h� 0 858.61 ' 556. 14' SCALE: I " = 50' 50, 25' 0 50, 100' 150, GLOBAL POSITIONING SYSTEM CERTIFICATION 1, J. BARRY WEST, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER I, J. BARRY WEST, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY MY SUPERVISION FROM AN ACTUAL TOPOGRAPHICAL GROUND SURVEY SUPERVISION DM E A ACTUAL GPS SURVEY MADE UNDER MY PERFORMED UNDER MY SUPERVISION; THAT THIS TOPOGRAPHICAL SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: GROUND SURVEY WAS PERFORMED TO MEET NATIONAL MAP ACCURACY STANDARDS AS APPLICABLE; THAT THE ORIGINAL DATA WAS OBTAINED 1) CLASS OF SURVEY: CLASS A SURVEY ON 1210212021 ; AND THAT ALL COORDINATES ARE LOCALIZED GROUND 2) POSITIONAL ACCURACY (95% CONFIDENCE): 0.008' HORIZONTAL O.O 14' VERTICAL COORDINATES BASED ON THE NORTH AMERICAN DATUM (NAD83-201 1). 3) TYPE OF GPS FIELD PROCEDURE: RTK NETWORK SOLUTIONS WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS THE I Oth DAY OF — USING A SPECTRA PROMARK 700 DECEMBER, 2021 . DUAL FREQUENCY RECEIVER 4) DATE OF SURVEY: 1210212021 5) DATUM / EPOCH: NAD53 / EPOCH 201 1 L-4693 6) PUBLISHED / FIXED CONTROL USED: N/A - VRS RTN 7) GEOID MODEL: 20125 5) COMBINED GRID FACTOR: 0.999539025 9) UNITS: US SURVEY FEET N c2 O Ocn N O a) Ln II N U _ � U m Ilj � \\z\ 5 5 J 3 � Q a a a � � o w x H� m 9-1141 �U m m z N N W 00 N N do > co co o 00 I U 00 N r U) v1 000 000 0 N W Wz Q c: �Z LL p L . UC J W O Q C " LL1 N u) Q U Uz -j �O° az cn uU) N_ LL O O � U d J C0 V c; a-J ~ -� X a) Qm ccz U /U^ LL L E Uj � �Mcnp •L W W