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Home My Public Portal AboutMeddin Dr_15-Rev2.pdfw � ANGULAR ERROR: 4"/< w ADJUSTED BY: N/A w PLAT E.O.C.: 1/138,954 TREE TYPE FIELD E.O.C.: 1/25,631 Q O�� EQUIPMENT USED: LAO SOKKIA 530R TOTAL STATION LO ON PTHHE eGPSR SIR NETWORK GPS RECEIVER � m 0 vG m o 2F, ROSEWOOD AVENUE THIS SPACE RESERVED FOR VICINITY MAP CLERK OF SUPERIOR COURT NOT TO SCALE NOW OR FORMERLY WILLIAM J. FORAN, JR. PIN: 4-0002-12-018 81 VAN HORNE AVENUE NOW OR FORMERLY CITY OF TYBEE ISLAND PIN: 4-0002-12-009 VAN HORNE AVENUE IRF PK REFERENCES 1. SUBDIVISION AP BOOK A, PAGE 94F 2. PLAT OF LOTS 3, 4, 5, & 6, BLOCK 27, FORT SCREVIN WARD, TYBEE ISLAND, GEORGIA BY JAMES WHITLEY REYNOLDS, RLS No. 2249, DATED MARCH 20, 2013. RETAINING MEDDIN DRIVE 50' R/W _WALL 1 1 E- z� W N Ld �o Qa Lu Qm b6 N R WALL IRS TREE LEGEND SIZE OF SYMBOL DOES NOT INDICATE THE SIZE OF THE DRIP LINE/CANOPY LINE LOCATION TREE SIZE r(IN INCHES) REE LO 14 OF TJ TREE TYPE TREE TYPE ABBREVIATIONS: CBY CHINA BERRY LAO LAUREL OAK LO LIVE OAK MAG MAGNOLIA PEC PECAN PM PALM PN PINE SGUM SWEETGUM WO WATER OAK ALL OTHERS SPELLED OUT. MULTIPLE TREE SIZES INDICATES COMMON BASE. DEAD TREES LABELED AS SUCH. IN 37.31'15" E - Z O p 103 cw� I� 95.07' 6'x5'A TE LID CO Imo, rn I in CMF -- z 4.0' 4 I I J I j Z � PN °� I I 11.0 X11.1 11 1.16 I i Q I iv I 7;t ONE STORY BUILDING w i I LO 21 PN 12 UO U 1 V) / 0<w ILO 3.9'O I N I N I p Ip~ I J J I I I I I `) CBY 14 N N I I I 0 0) NOW W ORFORMERLY PE 14 > BBY p. BURKE PIN: 4-0002 -12-004 I I I z J • XF X' MARK FOUND 9 MEDDIN DRIVE I DB 374U, PG 531 I Q I O IRS IRON ROD SET I I I � LAO 24 ,� 1 -NI_37.28'34" SGUM 18� I E 80.00 � 95"(�7' _ IRS I PEC 12 IRF 15 07' N 37. n� SGUM 16 N 1 4' CHAINLINK------------- 24_•93 1 FENCE BURIED CONCRETE - - - - - 1 LAO 18 1 w I IU I I I I o I I I 1 o I I I I WOOD BUILDING 2P �PIN 18 -----I I I I LAO 1A 0� LAO 28 SWr I I FOUNDATION REM I 0� ^wl I REMNANT i �•`nn I ILAO 14 LAONII�F' I LAO 12 PN 28 ------- --J LOT 3 I LAO 16 1 PIN 16 1 SURVEYOR'S NOTES 1. THE ELEVATIONS SHOWN ARE BASED ON NAVD88 DATUM. THE CONTOUR INTERVAL IS 1 FOOT. 2. ACCORDING TO F.I.R.M. MAP NO. 13051CO213F, DATED 9-26-2008, THIS PROPERTY LIES IN A 100 YEAR FLOOD HAZARD AREA, IN ZONE AE, WITH A BASE FLOOD ELEVATION (BFE) OF 11.0. 3. ONLY ABOVEGROUND, READILY VISIBLE STRUCTURES AND UTILITIES WERE LOCATED FOR THIS SURVEY. THIS SURVEYOR MAKES NO WARRANTY OR GUARANTEE AS TO THE LOCATION, EXISTENCE, OR NON-EXISTENCE OF ANY BELOWGROUND, NON-VISIBLE UTILITIES OR STRUCTURES. 4. WETLANDS THAT MAY EXIST ARE UNDER THE JURISDICTION OF THE CORPS OF ENGINEERS AND/OR THE DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT AND APPROVAL. LOTS 3, 4, 5, 6, 24, 25 & 26, BLOCK 27, FORT SCREVEN WARD TAX ASSESSOR'S PROPERTY IDENTIFICATION NUMBER: 4-0002-12-005 4-0002-12-019 4-0002-12-020 CURRENT ZONING: R-1 TOTAL AREA: 1.814 ACRES NOW OR FORMERLY MAURICE FITZGIBBON PIN: 4-0002-12-021 MEDDIN DRIVE PB 48P, PG 48 LIMIT OF OPOGRAP IC_SURVEY 11.2 10.3 R 6' WOOD,FENCE i 10.2 j 21.5' 10.9 1 I 11.0 I 1 1 LAO 50/DEAD �Q Iw 1 I Li 1 I 1 I 10.2 x 10.91 11.1 x 1 1 1 1 w w Elf> Z) i n� 0 I d � 1 I� 1 U 1 0 1/ a_ LO 26 ;_- O -- I NOW OR FORMERLY I MAURICE FITZGIBBON PIN: 4-0002-12-022 I MEDDIN DRIVE PB 48P, PG 48 I I I I I I I I a -t N 37.31'33" E ,�- 135.00' �� LO 14 10.8_.�,,.�� 10.76 x 10.81 10.64 10.84 CONCRETE PAVEMENT FF EL: 7.15 x 10.90 10.77 BASEMENT STAIRS GOING 11.01 DOWN--- �� 11.06 - 77. 'f0.98 11.02 PORCH EL: 6.95 BASEMENT 1 10.8 -'11 to EL: 15.56 TWO STORY BUILDING FF EL: 15.72 SURVEYOR'S CERTIFICATION THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN 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. SECTION 15-6-67. No. 3022 PROFESSIONAL 1/08/18 S U R`IF'y�� \CRAIG 0' 20' 40' 60' Z O p 103 11.1 GRAPHIC SCALE 1" = 20' 6'x5'A TE LID CO Imo, `p v� CHECKED BY.- JCB o I � O M p 00 of , CONCRETE PN 1 '�� PAD PN 12 � PN °� I w�0 11.0 X11.1 11 1.16 3w 1 PN 14 ' PN 12 �oaa LO 21 PN 12 UO U 1 V) / 0<w m FAA Lwmal NOW OR FORMERLY I MARK J. NATHAN PIN: &CAROL S. NATHAN I 4-0002 -12-002 I 17 MEDDIN DRIVE DB 296X, PG 1300 W I I IN 17.46'34" E CONCRETE 13.30' N 37.30'23" E P,�D IR 4 3 Too, IRF W/CAP S 11.1 XF RLS No. 2249 tet' 1 t 0 11.05 LA 12 CONCRETE lilvA 0 � PAD LAO 12' Li 103 11.1 1 6'x5'A TE LID CO Imo, PAD CHECKED BY.- JCB o I LAO 12'(w❑ ❑ of , CONCRETE PN 1 '�� PAD PN 12 � PN °� I 18 PN 16� .444 LAO 12 11.0 X11.1 11 1.16 a 1 PN 14 ' PN 12 LO 18 PN 12�� LO 21 PN 12 UO U 1 V) / 0<w m LEGEND • XF X' MARK FOUND O IRS IRON ROD SET ■ CMF CONCRETE MONUMENT FOUND • PKF CONCRETE MONUMENT SET *IPF IRON PIPE FOUND Cn *IRF IRON PIPE SET w ❑g CABLE JUNCTION BOX ® WATER METER POWER POLE o- SERVICE POLE x 11.4 SPOT ELEVATION -OHP- OVERHEAD UTILITY LINE O -10 ONE FOOT CONTOUR INTERVAL z NOW OR FORMERLY I MARK J. NATHAN PIN: &CAROL S. NATHAN I 4-0002 -12-002 I 17 MEDDIN DRIVE DB 296X, PG 1300 W I I IN 17.46'34" E CONCRETE 13.30' N 37.30'23" E P,�D IR 4 3 Too, IRF W/CAP S 11.1 XF RLS No. 2249 tet' 1 t 0 11.05 LA 12 CONCRETE lilvA 0 � PAD LAO 12' ------------ / 1 I � �6' PORCH --`-------- / "`0 ---11 - 1 o � LO 10 NOW OR FORMERLY CHARLES COLE PIN: 4-0002 -12-017 17 MEDDIN DRIVE CONCRETE P J ro J a_ W z PN 14 I PAVEMENT 10 22 I� LAO 16 LO 10.4 10.3 I LO 12 LO 360 -1 10.10 1 LO 24 10.4 1 ' LAO 14 10.32 10.39 10.41 1 LO 30 10.31 ,m LOT 4 10.19 LO 20 � 10.06 MAG 12 1 ��'10_ 10.20 1 PN 30 ' w 1 10.21 1 N 1 �10>46 _-------- 10.10 OT 6 PN 18' , o SGUM 16 LAO 14 9.3 '-10 ----- 10.00 ------------------------ -1-- PN 18 'O MAG 18 8 6 ; LO 38 PN 16 PN 18 1 SAO 12 LAO 14 * 1 PN 16'� SGUM 14 PN 24 VP PN 16 PN 180 1 LIMIT O To LOT 5 9.96 GUM 18 I PN 18 PN 18 PM 12 POGRAPH� RVQ x 1 PN 14 * 1 PN 16 1 1 1 � I �3 PN 12 PN 14 PN 12 LAO 14* � N 14 6I 40AL�8 1 '� PN 14 PM 12 I LO 34 LO 26 32 9.5 9.4 P LO 48 PN 14'* PM 12 1 PN 18 PRS16 I 1 PN 14'0 � IRF __�--�� - 4- 16 1 BENCHMARK 39.82 PN 18 _ MAG 12 ,� 100.82 �� IRF NAIL IN LIVE OAK PM 16 14 SGUM 16 ��'W S 28;24'48" W PM 14 PN 16 S 37• EL: 11.67 (NAND 88) 1 LAO 20 PN 14 �19.0� 4600' W - 1 '� PN 14 PN 14 I PM 14'0 LO 36� PN 14 LAO 14� '' �3' SGUM 12 >� ,� PM 14 PM 14 14 PM 14' PM 18 04 135.10' S 37°33'5 yy '-- _ ROOTNDER LAO 18 OPM 16 PM 140 PM 16 - - - PM 12 101. _�� MAPLEWOOD 38' -- CIRCLE 50' R/W s 37.33'56" w (UNOPENED) IRF ELIZOABEOTH LANEERLY BRITT PIN: 4-0002 -12-014 5 CEDARWOOD DRIVE DB 106Z, PG 434 Q PROJECT : 180123 103 11.1 1 6'x5'A TE LID CO Imo, PAD CHECKED BY.- JCB o I LAO 12'(w❑ ❑ of , CONCRETE PN 1 '�� PAD PN 12 � PN °� I 18 PN 16� .444 LAO 12 11.0 X11.1 11 1.16 x 11.3 1 PN 14 ' PN 12 LO 18 PN 12�� LO 21 PN 12 UO U 1 V) / 0<w ------------ / 1 I � �6' PORCH --`-------- / "`0 ---11 - 1 o � LO 10 NOW OR FORMERLY CHARLES COLE PIN: 4-0002 -12-017 17 MEDDIN DRIVE CONCRETE P J ro J a_ W z PN 14 I PAVEMENT 10 22 I� LAO 16 LO 10.4 10.3 I LO 12 LO 360 -1 10.10 1 LO 24 10.4 1 ' LAO 14 10.32 10.39 10.41 1 LO 30 10.31 ,m LOT 4 10.19 LO 20 � 10.06 MAG 12 1 ��'10_ 10.20 1 PN 30 ' w 1 10.21 1 N 1 �10>46 _-------- 10.10 OT 6 PN 18' , o SGUM 16 LAO 14 9.3 '-10 ----- 10.00 ------------------------ -1-- PN 18 'O MAG 18 8 6 ; LO 38 PN 16 PN 18 1 SAO 12 LAO 14 * 1 PN 16'� SGUM 14 PN 24 VP PN 16 PN 180 1 LIMIT O To LOT 5 9.96 GUM 18 I PN 18 PN 18 PM 12 POGRAPH� RVQ x 1 PN 14 * 1 PN 16 1 1 1 � I �3 PN 12 PN 14 PN 12 LAO 14* � N 14 6I 40AL�8 1 '� PN 14 PM 12 I LO 34 LO 26 32 9.5 9.4 P LO 48 PN 14'* PM 12 1 PN 18 PRS16 I 1 PN 14'0 � IRF __�--�� - 4- 16 1 BENCHMARK 39.82 PN 18 _ MAG 12 ,� 100.82 �� IRF NAIL IN LIVE OAK PM 16 14 SGUM 16 ��'W S 28;24'48" W PM 14 PN 16 S 37• EL: 11.67 (NAND 88) 1 LAO 20 PN 14 �19.0� 4600' W - 1 '� PN 14 PN 14 I PM 14'0 LO 36� PN 14 LAO 14� '' �3' SGUM 12 >� ,� PM 14 PM 14 14 PM 14' PM 18 04 135.10' S 37°33'5 yy '-- _ ROOTNDER LAO 18 OPM 16 PM 140 PM 16 - - - PM 12 101. _�� MAPLEWOOD 38' -- CIRCLE 50' R/W s 37.33'56" w (UNOPENED) IRF ELIZOABEOTH LANEERLY BRITT PIN: 4-0002 -12-014 5 CEDARWOOD DRIVE DB 106Z, PG 434 Q PROJECT : 180123 FIELD DATE: 1/31/2018 PLAT DA TE. 2/9/2018 DRAWN BY.- DJP CHECKED BY.- JCB SCALE: 1`20 SHEET 1 OF I