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83 W 9th St POOL18-0047 Added BackwashMAP SHOWING AS -BUILT SURVEY OF: - WEST I6 FEETLOT 5, AND THE EAST23 FEETOFLOT 6 &OCK67,, ATLANTIC BEACH SECT/ON WAS RECORDED/NPLATBOOK 1B, PAGE34 OFTHECURRENTPUBLICRECORDSOFDUI/AL COUNTY, FLORIDA DETAIL OF POOL AND DRAT UAGE AREA SCALE 1 INCH = 20 FEET DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 INSTALL 34 INCHES 0 BASE /ROD(/ MATERIAL IS M BE PDN 39.00' DH FOUND 1/2" IRON PIPE 5• NK STAMPED `1704" _------- �-._---- N, 0.5 0.0• SET 1/2' IRON PIPE ST iPED -LB 6470' 18.0 1 5.0' REFERENCE CORNER m^'f o LAP POOL I � 1a.o- i 6' WOOD lJ� �.• -- � �-. FENCE n< 3.0 ELECTRICAL PANEL ' 219 VAC 25-30 AMP PANEL INSTNLED CDNC, FOR POD. PUMPS I 1 0 STORY FRAMED 1 RESIDENCE W 3 1 # 83 WEST 44' EAST 23' F- O LOT 6 C, 1 BLOCK 67 BLOCK 67 I N �� I O a .a FfIN U o FINISH FLOOR r' Ci 1 ELEV=12.60 O �, I NAVD 88 1 I 1 GAR=11.95' 1 FOUND I1/2' IRON PIPE 1 DESIGN LAYER ROD( /PEBBLES AS 10 DISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY AS SHOWN BY DRAINAGE ARROWS TWICA1 DRAINAGE SYSTEM TYPE W SET 1/2" HRON PIPE STAMPED "LB 6470" 5.0' REFERENCE CORNER 6' WOOD FENCE 7.8' 0.2, 50 EAST 34' LOT 5 Co BLOCK 67 3' PLASTIC FENCE 0.7' STAMPED "6715' ` 3.23' REFERENCE CORNER 9OA„ 47.00' .P•.. :.., <. 09h CORNER OF INTERSECTION - - - - - - - - FOUND 1/2' IRON PIPE WATER WIRES ELECTRIC SET 1/2' IRON PIPE STAMPED '1704" BETTER (10 1)' 39.00 x TELEPHONE STAMPED RB 6470' (10.0)' WEST 9TH STREET 'TES (50.00' RIGHT OF WAY) I. THIS IS AN AS -BUILT SURVEY. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. - 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES. 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND UNES NOR TO NOTIFY THE PROPER AGENCIES, 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. 6. POOL CANTILEVER COPING EXTENDS OVER POOL STRUCTURE AND THAT PART IS NOT INCLUDED INTO THE IMPERVIOUS SURFACE CALCULATION. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN 01 SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBUGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGI 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 4/24/2019 8:26:48 AM THIS ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 39.00' 6' CHAIN LINK ENCE F PT In J \Z? �A �I y0.7' �12 ( )s 12.5 ���__ 12.5 lx .YQ I 18.0 lid (6 LAP POOL 7.6 N o R/W 18.0 RDW _8.4/. .12.5 12.5 BK (0�! PG PAGE PDB POINT OF EGINNING CDV'D 3.0 1 1 7.8' BLDG BUILDING ELECTRICAL PANEL CONCRETE R RADIUS 219 VAC 25-30 AMP PANELI SECTION ET' ELECTRIC TRANSFORMER INSTALLED CONC. FOR POOL PLIMPI 1 AIR CONDITIONER CH . CHORD LENGTH � FI FVATIONS cupWN 6F nw AR p clrNl-n FI Fv NAVD88 DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET PROPERTY LINE EXISTING 5' CHAINU K FENCE PROPERTY LINE _ EXISTING 6' WOOD ENCE (12.3) RO 1 212.5) � _---•C 5 FT GATE �--�� / %�C ' 1 O.7 J E aG %r00 nFENCED POOL AREA & POOL n LICK O r} POOL COPING 12.0) SLOPE `; C3 LJJINCH IN 1.0 FT. 1 ,2�0) 4 6 G F- �Z 0::3 o -c- `---" -x sit-•:-S� (- O -� 11.9') 5' FENCE3.3 y9l /jj-��� n.O (11.7 (11.5) (1,11.4) 11.1_.4) / bR No 1.9)) '-R� K wa EXISTING BUILDING 1 / 7.8' 0 20 40 Feet PLOT SCALE -WS DEPENDANT UPON 512E OF PgPER PLANS ARE1 INCH = 20 FEET !F PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER I HEREBY CERTIFY To. A B REVISE OFFICE COPY PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 70 FEET IMPERVID115 CA U I A770N DRIVEWAY TO R/W AND WALK = 425 Sq -FT FRONT PORCH = 30 Sq -FT BACK PATIO = N/A Sq -FT HOUSE = 1,505 Sq -FT AC PAD = PLASTIC = 0 Sq -FT POOL DECK = (ROCK PERVIOUS SURROUND) = 30 SD -FT POOL EQUIP PAD = 12.5 SQ -FT PROPERTY = 3,977 50 -FT - TOTAL IMPERVIOUS ®1,960 Sq -FT PERCENTAGE IMPERVIOUS =60% WATERSHED CALC AREA TO RNJ 2,100 Sq -FT 313EE CALCULATIONS NON -SHADE 0 INCHES BANKS & 13<9NKS CONSULTING, INC. . 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-695-2800 FAX (904)-685-2345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTIN G.COM NOTES 1. THIS IS A SITE PLAN, 2 FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031 C0408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP S. LICENSE RIISINFSC NIIMRLA 1- DARri 8 A4ADEEINE BANKS Abbreviation Table THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF "AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5/d7.050 FLORIDA ADMINISTRATIVE Abbrev. Code Description PC F PT PGINT OF TANGENCY �A �I PGINT ON CURVE I OFFICIAL RECORDS VO UM I HEREBY CERTIFY To. A B REVISE OFFICE COPY PROPERTY INFORMATION ZONING RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 70 FEET IMPERVID115 CA U I A770N DRIVEWAY TO R/W AND WALK = 425 Sq -FT FRONT PORCH = 30 Sq -FT BACK PATIO = N/A Sq -FT HOUSE = 1,505 Sq -FT AC PAD = PLASTIC = 0 Sq -FT POOL DECK = (ROCK PERVIOUS SURROUND) = 30 SD -FT POOL EQUIP PAD = 12.5 SQ -FT PROPERTY = 3,977 50 -FT - TOTAL IMPERVIOUS ®1,960 Sq -FT PERCENTAGE IMPERVIOUS =60% WATERSHED CALC AREA TO RNJ 2,100 Sq -FT 313EE CALCULATIONS NON -SHADE 0 INCHES BANKS & 13<9NKS CONSULTING, INC. . 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-695-2800 FAX (904)-685-2345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTIN G.COM NOTES 1. THIS IS A SITE PLAN, 2 FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031 C0408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP S. LICENSE RIISINFSC NIIMRLA 1- DARri 8 A4ADEEINE BANKS Abbreviation Table THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF "AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5/d7.050 FLORIDA ADMINISTRATIVE Abbrev. Code Description PC POINT OF CURVATURE PT PGINT OF TANGENCY PDC PGINT ON CURVE DRV OFFICIAL RECORDS VO UM R/W RIGHT DF WAY RDW RIGHT OF WAY BK BOOK PG PAGE PDB POINT OF EGINNING CDV'D COVERED STRUCTURE APPRDX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET' ELECTRIC TRANSFORMER AC AIR CONDITIONER CH . CHORD LENGTH � L ARC LENGTH 0H OVERHEAD ELECTRIC TR TRACT PT POINT DF TANGENCY PB PLAT BOOK IP IRON PIPE ' SECONDS A/C AIR CDNDITIDNER NTS NOT TD SCALE D CENTRAL ANGLE CODE DARYL S. BANKS CERTIFICATE S 6065 No 8063 STATE OF DATE APRIL 24, 2019 SCALE 11NCH=20 FEET JOB NO 18730 THIS SURVEY WAS ELECTRONICALLYCERT1FfED BYDARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.