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1475 Main St FFE final survey## ## II II !I I# yS ## ## ## # # 15" CONCRETE PIPE # # INVERT= 5.41' ## t DROP INLET TOP EL=9.86' INV(N)15"RCP=5.44' INV(E)15"RCP=5.24' INV(S)15"RCP=5.52' DROP INLET TOP EL=9.85' INV(N)15"RCP=5.62' BENCHMARK: SET MAG NAIL IN THE SOUTHWEST INTERSECTION OF 14TH STREET WEST AND MAIN STREET, ELEVATION=6.97 (N. A. V. D. 88). MAP SHOWING SURVEY OF LOTS 1, 2, 3, 4 AND 5, BLOCK 244 AND LOTS 1, 2, 3, 4 AND 5 BLOCK 245, SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS .OF DUVAL COUNTY, FLORIDA. LEVY ROAD 50' RIGHT OF WAY PAVED PUBLIC ROAD (S85'05'00"E 205.02' FIELD) S86'05I009PE 204.86' EDGE OF PAVEMENT S89'02' 00" W 204.00' (S88'58'10"W 204.18' FIELD) RECEIVED 14TH STREET WEST J. 11P4 2 4 2019 50' RIGHT OF WAY PAVED PUBLIC ROAD Building Department City of Atlantic Beach, FL 15" METAL PIPE INVERT= 6.78' Q 10 2,0 4.0 SCALE: 1" = 20' �O. x,�0• � 'b X'�O• DROP INLET TOP EL=10.52' INV(N)15"RCP=6.30' 00 Op X O O� > A O ' ^ O� C O 1 0 O �. 2 m MITERED END SECTION O G? O z 00 o _C D fO 401 Y D O Z O� 0� D 0 j D VI v' CC D00 T�T f�T1 h 0- v N N rn r I� CDC M n n 1 ' 1 �. ;U t0 MITERED END ,AM SECTION N Y WOOD POWER POLE— INV 15"RCP=8.41' UNDERGROUND— ELECTRIC BOX a x�h � BENCHMARK: SET MAG NAIL IN THE SOUTHWEST INTERSECTION OF 14TH STREET WEST AND MAIN STREET, ELEVATION=6.97 (N. A. V. D. 88). MAP SHOWING SURVEY OF LOTS 1, 2, 3, 4 AND 5, BLOCK 244 AND LOTS 1, 2, 3, 4 AND 5 BLOCK 245, SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS .OF DUVAL COUNTY, FLORIDA. LEVY ROAD 50' RIGHT OF WAY PAVED PUBLIC ROAD (S85'05'00"E 205.02' FIELD) S86'05I009PE 204.86' EDGE OF PAVEMENT S89'02' 00" W 204.00' (S88'58'10"W 204.18' FIELD) RECEIVED 14TH STREET WEST J. 11P4 2 4 2019 50' RIGHT OF WAY PAVED PUBLIC ROAD Building Department City of Atlantic Beach, FL 15" METAL PIPE INVERT= 6.78' Q 10 2,0 4.0 SCALE: 1" = 20' �O. x,�0• � 'b X'�O• DROP INLET TOP EL=10.52' INV(N)15"RCP=6.30' 00 Op X J2- METAL PIPE INVERT=7.84' 12" METAL PIPE INVERT=8.50' # # 12" CONCRETE PIPE # i INVERT=6.97' ## ## ## li H ASBUILT ## NOTES` THIS SURVEY WAS MADE FOR THE BENEFIT OF 1. THIS IS AN ASBUILT SURVEY. GMUVM RENTAL ASSOCIATION LLC. 2. BEARINGS BASED ON WEST PROPERTY LINE BEING NORTH 01'16'00" WEST AS PER PLAT. 3. NO BUILDING RESTRICTION LINES AS PER PLAT. 4. BENCHMARK USED IS A RAILROAD SPIKE IN THE NORTH SIDE OF A WOOD THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA POWER POLE 120'± WEST OF THE CENTERLINE OF MAIN STREET AND 20'± SOUTH OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS OF THE CENTERLINE OF LEVY ROAD, -ELEVATION= 11.12' (N.A.V.D. 88 DATUM). CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP SITE BENCHMARK AS SHOWN. NUMBER 12031C0408J, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLORIDA. " STEPHEN W. CREWS, P.S.M. NOT VALID. WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2019-0141 DRAWN BY: KLW BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MAY 16, 2019 SHEET 1 of 1 �F REF; 2018-1610 ; 2016-0882 O > A O ' ^ O� C O 1 C;q MITERED END SECTION O G? O O /1 INV 15"RCP=8.49' M m D 0 j D VI v' f�T1 N rn r °7 r. M n 1 ' 1 1� O MITERED END ,AM SECTION INV 15"RCP=8.41' h .�O• x'`O' J2- METAL PIPE INVERT=7.84' 12" METAL PIPE INVERT=8.50' # # 12" CONCRETE PIPE # i INVERT=6.97' ## ## ## li H ASBUILT ## NOTES` THIS SURVEY WAS MADE FOR THE BENEFIT OF 1. THIS IS AN ASBUILT SURVEY. GMUVM RENTAL ASSOCIATION LLC. 2. BEARINGS BASED ON WEST PROPERTY LINE BEING NORTH 01'16'00" WEST AS PER PLAT. 3. NO BUILDING RESTRICTION LINES AS PER PLAT. 4. BENCHMARK USED IS A RAILROAD SPIKE IN THE NORTH SIDE OF A WOOD THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA POWER POLE 120'± WEST OF THE CENTERLINE OF MAIN STREET AND 20'± SOUTH OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS OF THE CENTERLINE OF LEVY ROAD, -ELEVATION= 11.12' (N.A.V.D. 88 DATUM). CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP SITE BENCHMARK AS SHOWN. NUMBER 12031C0408J, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLORIDA. " STEPHEN W. CREWS, P.S.M. NOT VALID. WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2019-0141 DRAWN BY: KLW BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: MAY 16, 2019 SHEET 1 of 1 �F REF; 2018-1610 ; 2016-0882