Loading...
HomeMy Public PortalAboutVILLAGE PL_10A-B.pdfQ CO 0 CN 0 3 0 0 5 m �I N 0 2 Q W I U W 0 w 00 00 i 0 N Type: PLAT Recorded: 10/31/2018 3:59:00 PM Fee Amt: $8.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court Participant ID: 4723963158 BK 51 PG 599 ITHIS BLOCK RESERVED FOR THE CLERK OF THE SUPERIOR COURT LEGEND 18-8523 DRAWN BY: REB DESIGNED BY: PROPERTY BOUNDARY — ADJACENT PROPERTY LINE - - 5/8" REBAR FOUND O 5/8 RBF PK NAIL FOUND APKF ELECTRICIAL CONTROL BOX ❑ELCB TELEPHONE PEDESTAL TP FIRE HYDRANT FH SANITARY SEWER MANHOLE SSMH WATER VALVE WV SEWER CLEANOUT O CO TEMPORARY BENCHMARK 'A 7BM MINIMUM BUILDING LINE — — — —M.B.L. LIGHT POLE OSP 1. Based on monumentation found in the field and plat in reference, property lines are as shown. This survey was prepared without the benefit of an abstract of title. Subject and adjacent property owners' deed references were provided by EMC Engineering Services Inc and are not guaranteed as to accuracy or completeness. This property may be subject to easements, protective covenants and other facts that may be revealed by a complete title search. 2. This property is located in a Special Flood Hazard Area(AE 11) per the Federal Emergency Management Agency's Flood Insurance Rate Map No. 13051C 0213F; Effective Date: September 26, 2008. 3. The basis of bearing for this Survey is Georgia State plane Coordinate System East Zone, NAD83/2011, Vertical Datum is based on NAVD88. Total Area: 7,040.13 Sq. Ft - 0.162 Acres E.O.C. Plat: 1 in 62,847.99 E.O.C. Field: 1 in 108,990.1 Angular Error: 01" per angle point Adjusted by: Compass Rule Equipment used: Topcon PS -103A SERIES TOTAL STATION Champion GPS/eGPS vrs Network Field Work Completed on: AUG. 28, 2018 SURVEYORS CERTIFICATION ol AS REQUIRED BY SUBSECTION (D) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN PREPARED BY A LAND SURVEYOR. THIS PLAT HAS BEEN APPROVED BY ALL APPLICABLE LOCAL JURISDICTIONS THAT REQUIRE PRIOR APPROVAL FOR RECORDING THIS TYPE OF PLAT OR ONE OR MORE OF THE APPLICABLE LOCAL JURISDICTIONS DO NOT REQUIRE APPROVAL OF THIS TYPE OF PLAT. FOR ANY APPLICABLE LOCAL JURISDICTION THAT REQUIRES APPROVAL OF THIS TYPE OF PLAT, THE NAMES OF THE INDIVIDUALS SIGNING OR APPROVING THIS PLAT, THE AGENCY OR OFFICE OF THAT INDIVIDUAL, AND THE DATE OF APPROVAL ARE LISTED /N THE APPROVAL TABLE SHOWN HEREON. FOR ANY APPLICABLE LOCAL JURISDIC77ON THAT DOES NOT REQUIRE APPROVAL OF THIS TYPE OF PLAT, THE NAME OF SUCH LOCAL JURISDIC77ON AND THE NUMBER OF THE APPLICABLE ORDINANCE OR RESOLUTION PROVIDING THAT NO SUCH APPROVAL IS REQUIRED ARE LISTED /N THE APPROVAL TABLE SHOWN HEREON. SUCH APPROVALS, AFFIRMARONS, OR ORDINANCE OR RESOLUTION NUMBERS SHOULD BE CONFIRMED WITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER OR USER OF THIS PLAT AS TO INTENDED USE OF ANY PARCEL. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CER77FIES THAT 77 -IIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH /N THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECT70N 15-6-67. OR G cp " �G\STEIQ�O�� No. 003262 PROFESSIONAL !9 10/23/18 0 _ RICHARD E. BALDW/N DA GEORGIA REGISTERED LAND SURVEYOR #3262 CERTIFICATE OF AUTHORIZATION LAND SURVEYOR FIRM #000051 OWNERS CERTIFICATION We hereby certify that we are the owners of the property shown on this plat, that this plat was prepared from an actual survey, that all state and county taxes or other assessments now due on this jand-,have been paid. , Book: 51 Page: 599 Page 1 of 1 re re ,VL'L�AG - ,E P fr' f, (. Tl REFERENCES: -PLAT BOOK 38S PAGE 73 FIFTH AVENUE 60'RIW (NOT OPEN)NOp 83 RTNST ZONE NA G005PC EA SSMH TOP: 5.97 SS --- i zss—--SS ---- 5/8" RBF N 18°14'00"E-64.01' 5/8" RBF — N 18°13'41"E — oCO 10' 63.94' 5/8" RBF 10 DRAIN & UTILITY ESMNT 10' O 10' o�c I ryo �o I N/F ROCKER DEV.,LLC n ( LOT 176 n STEPHEN E -< n o N n CALE rri(DB 3270 PG 0661) LOT 177 W PIN 7,040 Sq.Ft. o I 2 0 I 4-0003-12-017 Z (DB 694 PG 725) PIN N/F I Z ( Z I 4-0003-12-018 SHIRLEY A CROSS UNIT 7-8 (DB 366D PG 73) W PIN 4-0003-12-036 n 0 1 � o .00 o I �z -1 5/8„ aQ� N� EEXIS77NG .000 0 00 JANE ALEXANDER RESIDENCE 2 UNIT 7-A (08 349T PG 527) .10 P/N 4-0003-12-035 LU t t WV TP —— ACCESS — — T-40' , DRAIN & U RLI TY ESMNT 4w64" S 18 1133.06 'KF r< T.B.M. ; " PKF E. 1065896.03 N/F JCD 139 LLC UNIT 8-A (DB 424 PG 750) P/N 4-0003-12-037 r` N 1801,2 31.68' ~�,r� •' `~�^. � fes. �� ' s , � ;: 'OX E - 63.96U x 32.28' � CKs "� LP rv/r LO '040 I TP TP I 8 876 311) o �P LCB I 4-O4-003 20 012 c a -n 41 5/8" RB S 18°22'30" W - 63.91 ILL, ! d' GO ' EXIS77NG z o RESIDENCE o W Q� r � EXIS77NG RESIDENCE /F �It CM & ASSOC.,LLe ,' e N/F / a CM & SSOC.,LLC V, LOT 154-B P LCM & ASSOC.,LLC N� n o LO 154-A 3,556.02 Sq.Ft. LOT 155 01 ROBERT COROASCO M POR77ON PIN s r D8 676 PG 311) UNIT 8-8 a ; r 3, 49 54 Sq.Ft. -0003-12-01 ( PIN (� 460 6>B) o POR ON PIN00 P/N 4-000PG 676) 38 4-00 -12-012 W. ,.• a 4-0003-12-013 Z .00 BUILDING BUILDING a .. UNDER UNDER �r o.00 10 • CONST. CONST. i 10' I� 10' Co I( 10' J8. L. ( 20' ACCESS DRAIN & -- TODRAN & URL TY EMNT . t UTILITY ESMNT L 31.81' 5/8 3222 —' TYBEE NOTE: THIS SUBDIVISION CREATES TWO LOTS UNSUITABLE FOR DETACHED SINGLE FAMILY DWELLINGS. 5/8" RBF S 18°17°081W_ 64.04 SS ---- --SS --- 5/8" RBF SSMH : 7. TOP.- , MILLER AVENUE 60' RIW SSMH L TOP: 6.79 - ISLAND ZONING ADMINISTRATOR This plat has been approved for recording by the Tybee Island Zoning Administrator. George Shaw Zoning Administra r / 22 1 `d Jl vhf A- Sign-4Gre NO. I BY I DATE 1 1 IGeorae Shave 10-23-18 1 r4� F G'CIFIC4 M Land Surveying 3 Firm No. 000051 = C'I �17s_ � werinet 20' 10' 0' 20' GRAPHIC SCALE: V = 20' 6 co Z 5 W _ U) E �/► q W (n pp0� 0)E ZW troop UMC6M U C) �M (DW Z 0 U W NoCD o�ca E U V LL MZ WJ WJ T> Z UJ U Q W g Z 0 -iC w Y N U U (no ZQ m 0 -Z �a U 0� 00 QU) Q W �- Z FQ Q m Z2 Q J QO Q W V W J z �- E— — F J /\Z CL J_J z W W o W W W = CO F— ca > _ � z V 0 U.) 0 Z () T_ Q Z aC W O W F_ PROJECT NO.: 18-8523 DRAWN BY: REB DESIGNED BY: SURVEYED BY: EMC SURVEY DATE: 8/28/2018 CHECKED BY: SIP SCALE: 1" = 20' DATE: 10/23/2018 SHEET 1 OF 1