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83 W 9th St. POOL18-0047 dwgs10 B NOTE: INTERNAL PANEL BRACING OMITTED FOR CLARITY STANDARD BRACE AND PANEL ASSEMBLY NOT TO SCALE NOT TO SC PANEL 0 VALL PANEL t ALUMINUM COPING BENCHMARK 42" PANEL 1',2',3',4',5' & 6' LENGTHS VINYL LINER POLYMER PANEL J2" x 2" BOLTS & WASHERS %"0 REBAR USE AROUND ENTIRE PERIMETER 2" VERMICULITE OR APPROVED POOL BASE MATERIAL WALL PANEL PANELS MUST TOUCH WALL PANEL BOLTS & WASHERS (TYPICAL) 45' CORNER SECTION 4" TO 6" CONC. 3'-0" OVERDIG j DECK REINFORCE TO LOCAL CODE BRACE TYPICAL 45') CORNER ASSEMBLY NOT TO SCALE TYPICAL SECTION NOT TO SCALE BACKFILL USE NO EXPANSIVE MATERIAL POLYMER BRACE UNDISTURBED EARTH GENERAL NOTES: 1. All design, detailing, fabricating & construction shall conform to the following codes & specifications: a. Structural Design complies with The Florida Building Code 0' Edition (2017) Residential. The International Residential Building Code (2015). b. International Swimming Pool & Spa Code (ISPSC) 2015 c. All pools are A.P.S.P. (ANSI /APSP/ICC-5 2011) Type 2 & pools comply with APSP/ICC-5, unless otherwise noted. d. American Society of Testing & Materials (ASTM) specifications 2. Vertical dimensions on all pools are from polymer wall heights. 3. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet(s). When appreciable draw down is noticed or if it becomes necessary to drain the pool, contact Hydra Pools, or it's agent immediately for instructions. Temporary shoring of the pool panels is highly recommended. 4. Finished decks &/or grades shall be constructed in accordance with the pool manufacture's guidelines & be sloped away from the pool copings at a rate not less than 1/4" per linear foot. EXCAVATION NOTES: 1. Surrounding land elevation to be 6" lower than top of pool. 2. Allowed Z�=(Z all around pool for working area in excavation. All voids under panels to be filled & compacted in 6" to 8" layers. CONIC. BOND BEAM 3. At no time should compacted backfill exceed water level or 8" MINIMUM vice versa more than 12". 4. Use non—expansive material for backfill (no organic materials or top soil). FOUNDATION NOTES: 1. Footing design based on 1.500 PSF soil bearing capacity (minimum). 2. Neither Carl E. Thompson, Jr., P.E., nor Hydra Pools, shall be responsible for local foundation design, as local conditions must be investigated to determine proper soil bearing capacity. MATERIAL SPECIFICATIONS: Pool Liner: 20 MIL PVC Vinyl Liner Pool Panels: Polystyrene PS 331 Pool Braces: Polypropylene Concrete: fc=2.500 PSI ® 28 days Reinforcing_ Steel: ASTM—A615—GR 60 Vermiculite: Light Weight Aggregate Concrete =75 PCF Conforming to RCI 613A & ACI 318-08 No. 36639 t` -'0® ; STA E OF ; �i •. A v- 4 OR% 0 .4OR%O ♦�• ONA i 1 This item has been electronically signed and sealed by Carl E. Thompson, Jr_.zP.E. using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. OFFICE COPY This Drawing is valid only for owner installation address listed below, and is null and void unless sealed, signed and dated by C.E.T.. LJse ofthis drawing without the express written consent of C.E.T. and Hydra Pools, Div PI Inc is strictly prohibited. HYDRA POOLS 543 South Main Street, Sweetwater, TN 37874 42" Polymer Pool Wall - Pinnacle 200 Series Homeowner/Installation Address: Daryl Banks, 83 W. 9th Street, Atlantic Beach, FL 32233 CARL E. THOMPSONJR., P.E Serving The Industry Since 1984 Phone'(423)781-7336 Fax: (423)781-7337 Email: Carl@tesengrs.com Web site: tesengrs.com P.O. Box 1500, Englewood, TN 37329 WN BY: Z).9.2S_a TE: December 3, 2018 DRA: 39206 ALE: 3/8"=1'-0'r ,OJ.# 124218 IG•# EB -7867 [EET# 1 of POOL OPNG A POOL SwTk SHALL NOT BE CLOSER THAN SO TO AMT PROP RIF U 6'1000 FORE 6' TO REIN INSTAL N NOES a BASE / fNKX/ POOL MIFRIr TO ..POOL SURVEYOR NOTES 1. THIS IS A SITE PLAN. 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 PUBUC RECORDS OR FAGUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1. NO UNDERGROUND UTIUTIES OR STRUCTURES LOCATED. 2. NO UTIUMES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES 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. UMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY 1S INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HERE)N. 2. NO PARTY SHALL ASSIGN THIS "VEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WEST 16 FEET LOT 5, AND THEEAST 23 FEET OFLOT 6 BLOCK 67 ATLANTIC BEACH SECT/ON W -AS RECORDED INPLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 1.0 a' CONCRETE RE PATH /,,-III DIUMDTE EE R MST SUPE AMY FROM POOL MM. 0.= $ OMCIETE P9 MR. 3,000 LIS/SO* 9+I DROMEO 0 KARS FOR DETAIL SOI DYER RDQ( /PE IS AS TO DSOIApCC IBNOFF M TOWARD ROIs a' MY AS SRPIN BY gGRAOi ARRO'f5 TiPICK ORNNAfE S1S1EY HIPS °A" LOT 5 BLOCK 66 DETAIL OF DECK PLAN BLOCK 66 DA FLORIREGISTER U S FOUND 1/2' IRON PIPE�0-,�55'. 1. THIS IS A STE PLAN. STAMPED '1704' --------------- 1 SET 1/2• IRON PPE 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL No 12031CD40SJ DATED 11-2-2018 SEF e/2' IRO/ PIPE I DARYL S. BANKS CERTIFICATE 08063 STMAPED 'LB 6470' 18.0 J.REFERENCE CORNER ' DATE DECEMBER 10, 2018 s' wow ROCK / PEBBLE PERVIOUS SURROUND FENCE o LAP POOL 6,3 INSTAL PROIECRVE B 4 R--"' 0.1': w ft Z2 au1sDE DEaa10 a wa i XIRL FIGHT AND DOMR MBFIS 5.4 16.0 EFLORIDADA BMDAI CODE LL I. IMI. FDOIF IB N. 5, THIS SURVEY DOES NOT DETERMINE OWNERSHIP M / O 2 MAx IS HORIc TAA MOM S MN. 1ERf SPALMC IUMZONTAL IEEIBFR 13110. 8.4 FOIE TO BE OWALLEDMHN 6. LICENSE BUSINESS NUMBER 7820 A MAX GP IF 21N TO EMNIC AWj 1- FT COPING SEE DORM" PLANS FOR DETAIL THIS SL/RVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8063, AS TIMESTAMPED ON BORDER. W O WEST 44i $ LOT 6 o ' MN, MOOESS U) r BLOCK 67 GRA L /PEBBLE ' 0 PROPOSED 6 FT X 18 FT ROCK /PEBBLE 28.3' 7f.8' 08 � x o> RAIL N LAP POOL os i EASING DECiRCM FARE. ` i i FOUIo1/Y EaLe PPE y ;STAMPED •6715• YXI. iHOINE4 '1y 3.23• IEFERENCE CORNER 120 VAC 2i3D AMP PMEL LR f� 0O• - - - - N P ------4Z-- OORNER OF INTFRSECRON 1- FT COPING FOUND 1/Y NtON PPE POOL00. RAPAMASIR: BASE FOR P STAMPED '1704• SURVEYOR NOTES 1. THIS IS A SITE PLAN. 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 PUBUC RECORDS OR FAGUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1. NO UNDERGROUND UTIUTIES OR STRUCTURES LOCATED. 2. NO UTIUMES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES 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. UMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY 1S INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HERE)N. 2. NO PARTY SHALL ASSIGN THIS "VEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WEST 16 FEET LOT 5, AND THEEAST 23 FEET OFLOT 6 BLOCK 67 ATLANTIC BEACH SECT/ON W -AS RECORDED INPLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 1.0 a' CONCRETE RE PATH /,,-III DIUMDTE EE R MST SUPE AMY FROM POOL MM. 0.= $ OMCIETE P9 MR. 3,000 LIS/SO* 9+I DROMEO 0 KARS FOR DETAIL SOI DYER RDQ( /PE IS AS TO DSOIApCC IBNOFF M TOWARD ROIs a' MY AS SRPIN BY gGRAOi ARRO'f5 TiPICK ORNNAfE S1S1EY HIPS °A" LOT 5 BLOCK 66 DETAIL OF DECK PLAN IQ4--i------------ WATER WIRES ELECTRIC SET 1/2' "m PPE METER 39.00 TELEPHONE STAMPED ie 6470' BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) ZONING RS -2 p 20 40 ISETBACKS i Feet FRONT 20 FEET SIDES 5 FEET PLQT BQ11LE_!a _gE PENDIINT_UPON_812 E_O P_P11PER REAR 10 FEET PLANS ARE 1 INCH =.20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH 33 FEET IF PRINTED ON it X 17 PAPER wP RVIF O)�C u� AnONS DRIVEWAY TO R/W AND WALK - 425 SO -FT FRONT PORCH = 30 SO -FT BACK PATIO - N/A SOFT HOUSE - 1,505 SO -FT AC PAD a PLASTIC - 0 SOFT POOL DECK - (ROCK PERVIOUS SURROUND) - 0 SQ -FT PROPERTY - 3,977 SQ -FT TOTAL IMPERVIOUS - 1,960 SO -FT PERCENTAGE BAPHMOLM - N WAT ERSNEO CALC ASA TO RNJ 2.100 SO -FT TREE CALCIILATIOIS NON -SHADE 0 INCHES COMMUNITY DEVELOPMENT APPROVED BANKS & BANKS DA FLORIREGISTER U S CONSULTING, INC. 1. THIS IS A STE PLAN. 83 WEST 9TH SEREST ATLAIMC BEACH, FL 1 SET 1/2• IRON PPE 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL No 12031CD40SJ DATED 11-2-2018 A GEOSPAT➢AL COMPANY DARYL S. BANKS CERTIFICATE 08063 RANKSALNDBANHSCONSULTENG.COM 18.0 STAMPED %8 8470• 5.0' REFERENCE CORNER DATE DECEMBER 10, 2018 1' MN. TROME55 ROCK / PEBBLE PERVIOUS SURROUND K 1.0 OF CONCRETE OEIX /PANE OUCK PER ENCCES M FIDE LIEN S o LAP POOL 6,3 w ft Z2 i MST %OPE AMY FROM POOL HUN. 0 5.4 16.0 LL w 5, THIS SURVEY DOES NOT DETERMINE OWNERSHIP SIDE ONOEIE PS MK 3,000 IBS/ 8.4 81WOOD 6. LICENSE BUSINESS NUMBER 7820 m m 1- FT COPING SEE DORM" PLANS FOR DETAIL THIS SL/RVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8063, AS TIMESTAMPED ON BORDER. FENCE O a N ' MN, MOOESS GRA L /PEBBLE PROPOSED 6 FT X 18 FT ROCK /PEBBLE 28.3' 7f.8' 0.2' x o> RAIL N LAP POOL PERVIOUS SURROUND EASING DECiRCM FARE. ` y YXI. iHOINE4 1• NotTSpD[SS 120 VAC 2i3D AMP PMEL LR f� aRA MiY SEIBACN N a 1- FT COPING POOL00. RAPAMASIR: BASE FOR P FL D EQUllMT w :.. ONE STORY ( 5.0 ONSIR1CDON AUATXN W. 5.0 FT FROM ALL PROPERTY DIES X INSTALL X INSTALL 5' FENC 5 X5:'XRO- X FRAMED 87. GATE /PEBBLRESIDENCE iN 83tiVERVIOUS SURROUND EAST 23' `"9 EAST 34' LOT 6 o LOT 5 BLOCK 67 N BLOCK 67 o I }} a � EnC IQ4--i------------ WATER WIRES ELECTRIC SET 1/2' "m PPE METER 39.00 TELEPHONE STAMPED ie 6470' BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) ZONING RS -2 p 20 40 ISETBACKS i Feet FRONT 20 FEET SIDES 5 FEET PLQT BQ11LE_!a _gE PENDIINT_UPON_812 E_O P_P11PER REAR 10 FEET PLANS ARE 1 INCH =.20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH 33 FEET IF PRINTED ON it X 17 PAPER wP RVIF O)�C u� AnONS DRIVEWAY TO R/W AND WALK - 425 SO -FT FRONT PORCH = 30 SO -FT BACK PATIO - N/A SOFT HOUSE - 1,505 SO -FT AC PAD a PLASTIC - 0 SOFT POOL DECK - (ROCK PERVIOUS SURROUND) - 0 SQ -FT PROPERTY - 3,977 SQ -FT TOTAL IMPERVIOUS - 1,960 SO -FT PERCENTAGE BAPHMOLM - N WAT ERSNEO CALC ASA TO RNJ 2.100 SO -FT TREE CALCIILATIOIS NON -SHADE 0 INCHES COMMUNITY DEVELOPMENT APPROVED I FffREBYCER TIFYTO.' DARYL A MADELB6E BANKS I I RECORDS I owrr+�:.rcc 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 SJ -17.050 FLORIDA ADMINISTRATIVE CODE NOTES BANKS & BANKS DA FLORIREGISTER U S CONSULTING, INC. 1. THIS IS A STE PLAN. 83 WEST 9TH SEREST ATLAIMC BEACH, FL 1 mw)_6852806 FAX (9114)48&=O 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL No 12031CD40SJ DATED 11-2-2018 A GEOSPAT➢AL COMPANY DARYL S. BANKS CERTIFICATE 08063 RANKSALNDBANHSCONSULTENG.COM I FffREBYCER TIFYTO.' DARYL A MADELB6E BANKS I I RECORDS I owrr+�:.rcc 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 SJ -17.050 FLORIDA ADMINISTRATIVE CODE NOTES DA FLORIREGISTER U S SFE 1. THIS IS A STE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL No 12031CD40SJ DATED 11-2-2018 DARYL S. BANKS CERTIFICATE 08063 A3.BEARING DATUM BASED ON THE PLAT OF RECORD DATE DECEMBER 10, 2018 lklasT� 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOTSHOWN !INCH=20 FEET ON THIS SURVEY BUT MAY BE FOUND IN THE PUBUCSCALE RECORDS OR FACILITIES OF THIS COUNTY.. JOB NO 18730 5, THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 THIS SL/RVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8063, AS TIMESTAMPED ON BORDER. MAP SHOWING DRAINAGE PLAN OF: WEST 16 FEETLOT 5, AND THE EAST23 FEET OFLOT 6 BLOCK 67 ATLANT/C BEACH SECTION W -AS RECORDED iNPLAT BOOK 18, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA DETAIL OF POOL AND DRAINAGE AREA SCALE 1 INCH = 20 FEET DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET ELEVATIONS HERON ARE ACTUAL GROUND ELEV. NAVD88 Par CLING A POOL SlftXlu* SIAL NOT BE CLOSER NAR SO IT TO ANY PROmly Lw - t wm TONE IS'_ FOUND 1IY " PIPE FALL3BASE / #AIERML IS 10 ff PFMI Abbrev, Code I Description PC STAMPED "1700 PT POINT OF TANGENCY i POINT ON CURVE URV RADING Tw +oT f RIGHT OF WAY ( er w wwo���ww )4 I NSTPROE PG " dRROE EW SAOM IEEINGi i OF POOL D ; CE CDV'D IEIBF AMI IECDINC UAR IDITS APPROXIMATE RRIAOOR PER EHE CME ONO [0)E '. 1. V 1. TEL N 2 MAX NG9. ISEl'AFA TINT iB ML MATS 4 N RADIUS O HNNU I 1 MR MFT SPACING IROROCNTM 1®' BG 43 AL ' - FDICE TO BE NST am 14m AIR QUISIDITIONPIP I .AMAX OP OF 2 I L- I TO D WRG GRAN: OVERHEAD rTRIQ I W TRACT I LLJ 3 I WEST t 4' PLAT BOOK LOT Eli IRON PIPE BLOCK 67 N T R QI K I NOT TU SCALE -. Hatch Table CONCRETE STEPS COVERED COVERED GRATE syr T - 5„b, } 0 sI I I I I FA } � 1 I I '- 1.0 OFCONGER OM/ PAVS DEO( PER DIO EEW REOEE n MIST SLOPE A'AY FROM POM M US MORE CM=YE PM MN. 7000 UIS/WN 3E FN " PIARS FOR DETAIL LAYER ROD( R M$ES AS TO OIOOIAR(E RWffF OTT TOWARD RWI OF EAY AS SHOW BY DRAINAGE AWE TYPICA. DRAINAGE SYS1B1 TYPE "A' 3 — 123 10I I EDEN EIECTA" PAWL 120 VAC 25-3I AMP PANEL - NSYAL PUS X 00.T A 7EIPORMT SE78Ad( BASE FOR POOL PAP$ I FMR MOL AND EOIPIIENT O CGSRNCTION AID WSTALAIXN I I. W. SO FT FROM AL PROPERTY 1 ONE STORY FRAMED s RESIDENCE 111 83 ; { EAST 34' - LOT 5 N BLOCK 67 EV FINISH FLOOR ELEV=12.60' NAVD 88 GAR=11.85' I I I �1 I I I _ � E i (12.0), 47.00 CORNER OF INTERSECTION FOUND 1/2" IRON PIPE STAMPED •1704" (10.1) WEST 9TH STREET (50.00' RIGHT OF WAY) t THIS IS A SITE PLAN. 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 8. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES: 1, NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIUIIES 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. UMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRI REIN ON THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UN DERSIONED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/152018 4:00:17 PM, ARCH C (24.00 x 18.00 ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVII88 (12.3-2.3)' 1 Y I I 80') ._ i. EXISTING ELECTRICAL PANEL—L---, 120 VAC 25-30 AMP PANEL' INSTALL PLASTIC I BASE FOR POOL PUMPS Ll 1Y►Qmuua.A• �OAAOmO i RNM YM-IrLOTGRAOM rc Lez - Abbrev, Code I Description PC POINT OF T R PT POINT OF TANGENCY POC POINT ON CURVE URV RADING Tw +oT R/W RIGHT OF WAY RDW er w wwo���ww BK ELEVATIONS SHOWN BELOW A.RE DESIGNED ELF_V NAVD88 DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET DESIGN GRADING AND SILT FENCE LOCATION. 0 20 40 Feet PLOT_A-gA4E_ ES_OEPENRANT_ UEON_ SIZE_ OF_PAPER PLANS ARE 1 IN20 FEET FF PRINTED ON T8 % 24 PAPER PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER cnsE Riw.e..�.nxmo,�a srP..ww.rc n5n. ta�. ��en,. avl F..ee w®aIY.U� rorenra.awMw�Peaa ' , t�n,xamma'.ee 5MmF. BANKS a& BANS CONSULTING, INC. I -*' 83 WEST 719E SLRHET ATLANTEC BEACH. FL ry04)- d IMNI FAX 19Y4)-� _1 I / A GEOSPATIAL COMPANY BAMMANDBANKSCONSULTBVG.COM NOTES 1. THIS IS A SITE PLAN. 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 PUSUC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP I NEiRESYCERTIFMTO., DARYL 6 YADELAW BANKS bbreNati— Table Abbrev, Code I Description PC POINT OF T R PT POINT OF TANGENCY POC POINT ON CURVE URV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY RDW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF CDV'D COVERED STRUCTURE APPRDx APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC FRHER AC AIR QUISIDITIONPIP CH CHORD LENGTH. L- ARC LENGTH OH OVERHEAD rTRIQ TR TRACT PT POINT OF IN NCY PB PLAT BOOK IP IRON PIPE SECONDS A/CAIR N T R NTS NOT TU SCALE - A CENTRAL ANGLE Ayww F. vAMvs rcm v ceA.M vAmR Hatch Table CONCRETE STEPS COVERED COVERED GRATE syr T - 5„b, VAMT M.ifF tEfOt FA YRAFtc :IR D,L C91,YPL. u's rFaAn 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 5417.050 FLORIDA ADMINISTRATIVE CODE FLORIDA REGISTER U� TF S DARYL S. BANKS CERTIFICATE #8063 NO 6083 STATE OF 9 DATE DECEMBER 10, 2019 FORtD�*' SCALE 1 INCH = 20 FEET —Pp 5EL'61t - JOB NO 18730 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8063, AS TTMESTAMPED ON BORDER. POOL NOT A Pott ARO5LO Ft SHALL NOT MY P iPER 50 FT iD ANr PROPERTY LIVE W WOO FENCE IS— To ROLM INSTALL 3 4 9000 BASE /ROU BATERIK IS iO BE SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOW ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031004061 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 GN THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FAGIUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES: I- NO UNDERGRrIAI UTILITIES OR STRUCTURES LOCATED. 2. NO UTUTIES 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, LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN C94 THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND FENCE PLAN OF: WEST I6 FEETLOT 4 AND THEEAST 23 FEET OFLOT 6 BLOCK 67, ATLANTIC BEACH SECTION W"AS RECORDED /NPLAT BOOK 18, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA ETKNI6 f1ECiRCA1 P 120 VAC 25-70 NIP P NSiR BASE FOR POOL Puy ONE STORY FRAMED RESIDENCE n` y 83 !1 EAST 23' LOT 6 BLOCK 67 1m BOXES MKT SLOPE AWAY SO POOL MN 02U SLOPE COIW%lE PS MN. 3.000 URS/5"SF ENGNEERM RAM FOR OETAL LAYER POU( AN]TBIE$ AS TO OI�IM70E RMOT (fF TOWARD 20 OF WAY AS SNOWI BY ORANACE ARlOWS TWA OWINACE SYSTEM TWE W LOT 5 BLOCK 66 CHAIN O 7' 0.5' SET 1/2' IRON PIPE STAMPED 't8 6470' 5.0' REFERENCE CORNER 6.3 6' WOOD FENCE 4. 7.8" 0.2' ONLY A TEMPORARY SHBM ac { FOR POOL AND EDPLOIT OONSRMCWON AND NSTMIATIO - 0 MN. SO FT FROM ALL PROPERTY f EAST 34' o LOT 5 BLOCK 67 T o PLASTIC FENCE n WIRES ELECTRIC SET 1/2' IKON PIPE _ — — — 39.00 TELEPHONE STAMPED 'LB 6470' WEST 9TH STREET (50.00' RICHT OF WAY) DETAIL OF POOL AND GRAVEL AREA SCALE T INCH = 7 FEET BLOCK 66 FOUND 1/2' IRON PIPE , STAMPED '1704" _y O� _______________ Old<a'D�E..................... .'::J —G ' SET 1/2- RON PDE REAR 10 FEE? STw ED 1.B 6470' ' SO" REFERENCE CORNER ' 6' Wadi BACK PATIO - N/A SOFT FENC=E • I V�"vIsllA.��PI`��.'I4:�`OIA. s'I �,I Xi INSTALL PROTECDVE Bim'---- OUTSIDE DEOONO OF POOL POOL DECK - (ROCKPERVIOUSSURROUND) SMNORO NEW MIL FENCE PROPERTY - 3.977 SO -FT CIS! 9 nI PER rt69DOORD.A &RRONO CODE L MN. N00TT :8 K OSED FT 2 kW NOEL SPACING BETWEEN S.ATI 4 N • 3 AWL MNT SPACNO TIMMTM M6HR 47 it 1 (MICE TO BE NSTAUBI WITH A SO0"2N TO DEW CRME. EXISTING ELECTRICAL PANEL W 3 Er WEST 44' Ul Ul LOT 6 0 BLOCK 67 N 0 K c O O � 1 i FOUND 1/2" IRON PIPE STAMPED '6715, 3.23' REFERENCE CORNER coRxER OF wTtxsEc114E4 — — — - FOUND 1/2' RRON PIPE v STAMPED '1704' R SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOW ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031004061 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 GN THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FAGIUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES: I- NO UNDERGRrIAI UTILITIES OR STRUCTURES LOCATED. 2. NO UTUTIES 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, LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN C94 THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND FENCE PLAN OF: WEST I6 FEETLOT 4 AND THEEAST 23 FEET OFLOT 6 BLOCK 67, ATLANTIC BEACH SECTION W"AS RECORDED /NPLAT BOOK 18, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA ETKNI6 f1ECiRCA1 P 120 VAC 25-70 NIP P NSiR BASE FOR POOL Puy ONE STORY FRAMED RESIDENCE n` y 83 !1 EAST 23' LOT 6 BLOCK 67 1m BOXES MKT SLOPE AWAY SO POOL MN 02U SLOPE COIW%lE PS MN. 3.000 URS/5"SF ENGNEERM RAM FOR OETAL LAYER POU( AN]TBIE$ AS TO OI�IM70E RMOT (fF TOWARD 20 OF WAY AS SNOWI BY ORANACE ARlOWS TWA OWINACE SYSTEM TWE W LOT 5 BLOCK 66 CHAIN O 7' 0.5' SET 1/2' IRON PIPE STAMPED 't8 6470' 5.0' REFERENCE CORNER 6.3 6' WOOD FENCE 4. 7.8" 0.2' ONLY A TEMPORARY SHBM ac { FOR POOL AND EDPLOIT OONSRMCWON AND NSTMIATIO - 0 MN. SO FT FROM ALL PROPERTY f EAST 34' o LOT 5 BLOCK 67 T o PLASTIC FENCE n WIRES ELECTRIC SET 1/2' IKON PIPE _ — — — 39.00 TELEPHONE STAMPED 'LB 6470' WEST 9TH STREET (50.00' RICHT OF WAY) DETAIL OF POOL AND GRAVEL AREA SCALE T INCH = 7 FEET DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET • 00 LINK FENCE 0 20 40 fIETEIACKS Feet Old<a'D�E..................... .'::J SIDES 5 FEET PLOT_B.CALE_I,@_DE PENDANT_ UPO N_8(2 P_QF_Pq PER REAR 10 FEE? PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IX a PLANS ARE 1 INCH m 33 FEET IF PRINTED ON 11 X 17 PAPER f v a!�ri,:' �r �_:6�r�! R°'r,° s: 'r's .': t1w<.� Ar BACK PATIO - N/A SOFT • I V�"vIsllA.��PI`��.'I4:�`OIA. s'I �,I Xi POOL DECK - (ROCKPERVIOUSSURROUND) - 0 SO -FT PROPERTY - 3.977 SO -FT CIS! 9 nI i OSED FT • 6 X 1 FT;I °fA ISILAP •44 3.0 EXISTING ELECTRICAL PANEL 1 1 AMP PANL INSTALL NWI 1/ • ±1SE /R POOL 4• I� DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET PROPER? EFQRYATMTN Rs -2 0 20 40 fIETEIACKS Feet FRONT 20 FEET SIDES 5 FEET PLOT_B.CALE_I,@_DE PENDANT_ UPO N_8(2 P_QF_Pq PER REAR 10 FEE? PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER • PLANS ARE 1 INCH m 33 FEET IF PRINTED ON 11 X 17 PAPER f v a!�ri,:' �r �_:6�r�! R°'r,° s: 'r's .': t1w<.� Ar BACK PATIO - N/A SOFT HOUSE - 1,505 SOFT AC PAD - PLASTIC - 0 SO -R POOL DECK - (ROCKPERVIOUSSURROUND) - 0 SO -FT PROPERTY - 3.977 SO -FT CIS! TOTAL IMPERVIOUS = 1,960 SO -FT OSED FT 6 X 1 FT;I °fA ISILAP •44 PROPER? EFQRYATMTN Rs -2 0 20 40 fIETEIACKS Feet FRONT 20 FEET SIDES 5 FEET PLOT_B.CALE_I,@_DE PENDANT_ UPO N_8(2 P_QF_Pq PER REAR 10 FEE? PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMP RMOIc r AnaN PLANS ARE 1 INCH m 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK 425 SO -FT FRONT PORCH - 30 SOFT BACK PATIO - N/A SOFT HOUSE - 1,505 SOFT AC PAD - PLASTIC - 0 SO -R POOL DECK - (ROCKPERVIOUSSURROUND) - 0 SO -FT PROPERTY - 3.977 SO -FT - TOTAL IMPERVIOUS = 1,960 SO -FT PERCMA09 M'EAVId •4B% VAATERM4ED CALC AREA TO RIW 2,100 SOFT TREE CALCULATIONS NON -SHADE 0 INCHES TYPE •A' LOT ORADWG V�.eu.+uoe rosmsr E, Rmbm-anven ro...nNea«s °b":•v ^..e"em.�A� « "'yam row n LMO o DESIGN GRADING AND SILT FENCE LOCATION. u°eatNmarwwar Nara.*«era...�.1: m..�wmar A.A.mm warn ar.wp n..ms»nron�s.wn.� wwlvP<mr ar,wr.,a �ro,.e.n��ron��, arum.m swn: m�P. nam am �. anny.rxicama r+.r maaro 1M 1C OAb. �F°�B PCPMyLap mra�aeo..p� a rua tlmn °y Wm aoa erar ......_. ... 31 BIopP BANKS & BANKS T CONSULTING, INC. _ I 87 WEST gift SMFIF ATWMC BEACB. FL (w4}665.2808. FAX(Y64}6WS23A6 A GEOBPATTAL COMPANY BANKSANDBANKSCONSFULTING.COM 1. THIS IS A SITE PLAN. 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 1 HEREBYCERTFFYTO. DARYL 6 YADELAIEi BANKS 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 SEC77ON 471.017 FLORIDA STATUTES AND CHAPTER 6/47050 FLORIDA ADMINISTRATIVE CODE S. 'FLORIDA REGISTERJrURVEYORS f� DARYL S. BANKS CERTIFICATE #6063 NO 6083 .. STATE OF DATE DECEMBER 10, 2018 OR1D� SCALE ! INCH =20 FEET JOB NO 18730 7HIS SURVEY WAS ELECTROABCALLY CERTIFIED BYDARYL S. BANKS, PSM WO, AS TIMESTAMPED ON BORDER. POLL Guam W POOL STRICTURE SMiU NOT BE GLOSS TNN SO FT TO ANY PROPERLY INE 6 MOOD FORM IS -- 11 MBIAN INSTALL .7.1 WOES AM / ROCK/ MATERIAL IS TO BE SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031C0408J 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 UDUT7ES 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.VO OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS. WRITTEN ON THIS 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 OUUGAIION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:28:38 PM, ARCH C (24.00 x 18.00 Inches) MAP SHOWING SiTE AND FENCE PLAN OF: WEST 16 FEET LOT A,, AND THE EAST 23 FEET OFLOT 6 BLOCK 67, ATLANT/C BEACH SECT/ON W -AS RECORDED iNPLATBOOK18, PAGE 34, OF THE CURRENTPUSUCRECORDS OFDUVALCOUNTY, FLORIDA 1Dnw BECTRCN. PP --Y' 20 VAG 25-30 AW Bag FOR POOL MApS ONE STORY FRAMED 61' ' RESIDENCE . # 83 n ,C'IVE EAST 23' ( 4'9 LOT 6 a BLOCK 67 2.8' to OF CONCRETE DECKJ PAiPR PER DNNIEVIG RE0IAROBITS $IPE AMY FROM POLL I•L 0.25t E COMMIT P9 AN. 3.000 MAI ENGINEERING PUNS FOR DETAIL W" ROOKLAYER RREBATES AS TO DISOIARGE RI OFF TOWARD RANT LL MAY AS RKWN 6Y DAMAGE MAINE TYPIGL DRAINAGE SYSTEM TYPE LOT 5 BLOCK 66 SET 1/2' WON RPE STAMPED 'LB 6470' S0' REFERENCE CORNER 6' WOOD FENCE 4NNE OEY A 7EMPORART SETITAIN FOR POOL AND MIPYBIT CDRSTRUCI N NO NSTAUAN N Nl1, 50 FT FROM ALL MMPERTY LINES EAST 34' C) LOT 5 Io BLOCK 67 n3' PLASTIC FENCE' D.7, P- WAtER WINES ELECTRIC SET 1/2' IRON PIPE TELEPHONE STAMPED 'LB 8470' METER 39. 00\ BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) 4iFOR11ADd1 DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET s��I + L I+ '°�.�s�e'`ss'" r,?s�®r�`rT�"�r�tps,sar � i `1; • O 'OsY � OIC • • ;!�j � I00 rI:�I°.��� °: `!�al� �lll�°I��i��I� �s!I�� s•I�:�tI OI ;I r K FENCE 1�I IN NMI 1!111 11 11111111 ���'t, I, NEW �� 9 ii I n EXISTING ELECTRICAL PANEL 120 VAC 25-30 • PANLL BASE FOR POOL PU+S DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET BLOCK 66 FOUND 11r IRON PIPE --o— PLOT_SCALE_I8_4,EPEiNgANT_U PO N_S IZ E_Of_PA PgR IMfr• PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CALCULATIONS PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK • 425 SO—FT SET 1/2- RON PIPE BACK PAT10 . N/A SOFT ' STAM'W 'LB 6470- BOOK f 5.0' REJERONCE COKER POB TOTAL IMPERVIOUS - 1,960 SO—FT 6' HOBO PERCENTAGE YPH• ' FENCE V� rV� ' INSTALL P007ECLIK Bwa IZ✓ 0./'. TREE CALCULATIONS NON -SHADE 0 INCHES DU DECNMG OF Po LL SEC SINPoINO OMR MN ADTS HBYNi NODOMREWIMJ IA•I PROPOSED 6 FT X 18 FT 'I41LAP <I` ' a DE PER RORDA BW.CNC CC OE � 1. NIL IMT 48 K SPI PIO 2 YM KORO. SPADING "TION SLAIS 10 ART Sp.IKRI ■F4WA 43 VL LOX FENCE TO BE NSOLIfD WIN PT - ( A MAX CAP OF 2 IN IP i TO EASING GRA IE.uj - SECONDS A/C AIR CONDITIONER W ; ( WEST 44' A CENTRAL ANGLE sY•1n T.w. u iwrt roil VAxvT VAiFR KIER ELPM Hatch LOT 6 CONCRETE STEPS COVERED COVERED GRATE Le) r BLOCK 67 toW � 0 Ir VATiEt KTER n U$ DfT oA.tt NMFTIC ac ' os i FOUND IRON RPE STA MPED '6715' WPM 3.23' REFERENCE CORNER 47.00 CORNER OF INTERSECTION .______ FOUND 1/2' WON PIPE STAMPED •1704' SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031C0408J 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 UDUT7ES 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.VO OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS. WRITTEN ON THIS 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 OUUGAIION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:28:38 PM, ARCH C (24.00 x 18.00 Inches) MAP SHOWING SiTE AND FENCE PLAN OF: WEST 16 FEET LOT A,, AND THE EAST 23 FEET OFLOT 6 BLOCK 67, ATLANT/C BEACH SECT/ON W -AS RECORDED iNPLATBOOK18, PAGE 34, OF THE CURRENTPUSUCRECORDS OFDUVALCOUNTY, FLORIDA 1Dnw BECTRCN. PP --Y' 20 VAG 25-30 AW Bag FOR POOL MApS ONE STORY FRAMED 61' ' RESIDENCE . # 83 n ,C'IVE EAST 23' ( 4'9 LOT 6 a BLOCK 67 2.8' to OF CONCRETE DECKJ PAiPR PER DNNIEVIG RE0IAROBITS $IPE AMY FROM POLL I•L 0.25t E COMMIT P9 AN. 3.000 MAI ENGINEERING PUNS FOR DETAIL W" ROOKLAYER RREBATES AS TO DISOIARGE RI OFF TOWARD RANT LL MAY AS RKWN 6Y DAMAGE MAINE TYPIGL DRAINAGE SYSTEM TYPE LOT 5 BLOCK 66 SET 1/2' WON RPE STAMPED 'LB 6470' S0' REFERENCE CORNER 6' WOOD FENCE 4NNE OEY A 7EMPORART SETITAIN FOR POOL AND MIPYBIT CDRSTRUCI N NO NSTAUAN N Nl1, 50 FT FROM ALL MMPERTY LINES EAST 34' C) LOT 5 Io BLOCK 67 n3' PLASTIC FENCE' D.7, P- WAtER WINES ELECTRIC SET 1/2' IRON PIPE TELEPHONE STAMPED 'LB 8470' METER 39. 00\ BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) 4iFOR11ADd1 DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET s��I + L I+ '°�.�s�e'`ss'" r,?s�®r�`rT�"�r�tps,sar � i `1; • O 'OsY � OIC • • ;!�j � I00 rI:�I°.��� °: `!�al� �lll�°I��i��I� �s!I�� s•I�:�tI OI ;I r K FENCE 1�I IN NMI 1!111 11 11111111 ���'t, I, NEW �� 9 ii I n EXISTING ELECTRICAL PANEL 120 VAC 25-30 • PANLL BASE FOR POOL PU+S DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET RI 0 20 40 6ETBACNS Feet FRONT 20 FEET SIDES 5 FEET PLOT_SCALE_I8_4,EPEiNgANT_U PO N_S IZ E_Of_PA PgR IMfr• PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CALCULATIONS PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK • 425 SO—FT • �tiB:B i BACK PAT10 . N/A SOFT APPROVED HOUSE 1.505 BOOK w.'raTdna O:• f T J i lP� I .'1 ! ,! �,1' sA.a� POB TOTAL IMPERVIOUS - 1,960 SO—FT COV'D PERCENTAGE YPH• RNAMNA MTERSKOCAREA TO V� rV� fI , �' T/V//J�) © TREE CALCULATIONS NON -SHADE 0 INCHES K OIO RADIUS SEC SECTION IA•I PROPOSED 6 FT X 18 FT 'I41LAP <I` AC CH � i POOL O AOI` SPI PIO OH OVERHEAD Ft FQTRTf' LOX 0 • •� PT p,� Iu!----------,- --- POO��i�•I °°OOIOi�'O�:i�0I00I0� _ i IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE A CENTRAL ANGLE sY•1n T.w. u iwrt roil VAxvT VAiFR KIER ELPM Hatch Table CONCRETE STEPS COVERED COVERED GRATE , span toW VATiEt KTER n RI 0 20 40 6ETBACNS Feet FRONT 20 FEET SIDES 5 FEET PLOT_SCALE_I8_4,EPEiNgANT_U PO N_S IZ E_Of_PA PgR REAR 10 FEET PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CALCULATIONS PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK • 425 SO—FT FRONT PORCH 30 54 -FT Hill_ BACK PAT10 . N/A SOFT APPROVED HOUSE 1.505 BOOK TIC . 0 SO—FT POOL DEC( - (ROCK PERVIOUS AC PAD - PLASM PERVIOUS SURROUND) . 0 SOFT PROPERTY - 3,977 SO—FT POB TOTAL IMPERVIOUS - 1,960 SO—FT COV'D PERCENTAGE YPH• RNAMNA MTERSKOCAREA TO V� rV� 2,100 S0 -FT , �' T/V//J�) © TREE CALCULATIONS NON -SHADE 0 INCHES R RADIUS SEC I r aR-AA' LOFT GRADWG BANKS & BANKS D!stIp, CONSULTING, INC. POINT OF CURVATURE 83 WEST 9TH STREET ATLANTIC BEACH, FL \ I I (904r68-c2fR0 PAX (904)6854316 pwa1Y,7«wemmroLsaDRA01Mf1 wz A GEOBPATTAL COMPANY OFFICIAL RECORDS VOLUME BANKSANDRANKSCONSIMTING.COM Hill_ IF RIGHT OF WAY BK BOOK PG PAGE POB POINT OF COV'D w amo=•m�� m APPROX DESIGN GRADING AND SILT FENCE LOCATION. c,�ss eN.woo*Mx«nxaw,�w lr w.+w.n: t.e p9oeAr 00a ew `cNemm..e � �mm�e wop.ar•' aim a .pe' paces w+y aw�memmm..ae- stn Feroe P,ppgnYL;e M i MaeH fm eNaEav awebsgryad8 raaafhaymm 1400tr�e4n+vr msn .-�-�k- ,..- xl Slope SNe1rtT. NOTES 1. THIS IS A STE PLAN. 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 IHERESYCERTIFYTO.' DARVL 6 MAOELME BANKS Abbreviation Table BANKS & BANKS D!stIp, CONSULTING, INC. POINT OF CURVATURE 83 WEST 9TH STREET ATLANTIC BEACH, FL \ I I (904r68-c2fR0 PAX (904)6854316 POINT ON CURVE A GEOBPATTAL COMPANY OFFICIAL RECORDS VOLUME BANKSANDRANKSCONSIMTING.COM NOTES 1. THIS IS A STE PLAN. 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 IHERESYCERTIFYTO.' DARVL 6 MAOELME BANKS Abbreviation Table Abbre, Code D!stIp, PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE DRV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC T R AC CH AIR T CHORD LENGTH L ARC LENGTH OH OVERHEAD Ft FQTRTf' TR TRACT PT POINT OF TANQENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE A CENTRAL ANGLE sY•1n T.w. u iwrt roil VAxvT VAiFR KIER ELPM Hatch Table CONCRETE STEPS COVERED COVERED GRATE , span toW VATiEt KTER n DfT oA.tt NMFTIC ac CR OHtK1. IPE Ttwc 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 SF -17.050 FLORIDA ADMINISTRA71VE CODE S. FLORIDA REG/STER U O 7Ay. DARYL S. BANKS CERTIFICATE M 6063 �E NO 6083 tI STATE OF 9 DATE DECEMBER 10, 2018 L0IIII 1If SCALE 1 INCH = 20 FEET JOB NO 16730 THIS SURVEY WAS ELECTRONICALLY CER77FW BY DARYL S. BANKS, PSM 6083, AS T7MES7AMPED ON BORDER. TOL O Peg t PIX SKIRL NOT BE CLOSER 19 AL1" R W AOm NSTN1 }4 BASE / RO NAIERK A TO N SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203ICO4OaJ 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. UCENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIU_gES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WA$ 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.AV.O OF 1988. LIMITED USE AND DISCL.A/MER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3, ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: KEST Y6 FEET LOT 6, AND 7HEE4ST23 FEET OFLOT 6 BLOCK 67 ATLANTIC BEACH SECTION H"AS RECORDED INPLAT BOOK YB, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA UNE. 10 DISTPD [l£C1RCX 129 VAC 2511 AMP 06 F BASE FOR P00. ONE STORY FRAMED RESIDENCE N 83 EAST 23' LOT 6 ? BLOCK 67 29' 2.8' 5. 2'8135 " N " RI e0 ..: WATER METER 39.1 BOXES t. 10 O QDIOETE O:OI / PA IS OEM PER DOMED" OR IS KAT SLOPE AWAY FRIM POOL MR QM SLOPE OONOEIE PSI ON. low LBS/wm SLE DKK EY" PIANS FOR OETAL �-OESNN IAYDI ROCK /PEWITS AS TO / Olsa/1EE MNOFF OFF OINTOWARD RKiIE OF WAr / AS SNOW BY ORINAFf l TYPE TWILL NAOE Small TYPE LOT 5 BLOCK 66 CHAIN FENCE X0.5' 7• 0.5 SET t/2' IRON PIPE STAMPED 'U3 6470' 5.0' R6IItENCE CONFER 6.3 6' W000 FENCE tI 7.8' 0.2' 'i E ORY A RM�OIAAY QTBFD( 1 FOR PoQ XD EQUPIENT CONSTI"'. ANO NSTADAO(N W. SO FT FROM ALL PROPERTY LINES s.0 EAST 34' o LOT 5 BLOCK 67 L: u ISL' PLASTIC FENCE 9 a "'LLLLLL �0.- I p r- I n I I �0 WIRES ELECTRIC SET 112' BTOIE PPE TELEPHONE STAMPED RB 6470' WEST 9TH STREET (50.00' RIGHT OF WAY) PROPERTYNFORNATEON - ZONING RS -2 p 20 40 Feet DETAIL OF DECK PLAN EtLOCK 66 FOUND 1/2' FROM PIPE -0_---O-�TO'S LL STAMPED '1704' --------------- POINT ON CURVE -__0 0 R/W SET IIr IRON PIPE RIGHT OF WAY STAMPED 'LB 0470' 7C 5.0' REFERENCE CANER U F O S NO" 0 Q' 1- FT COPING BUILDING INSTALL PROIECNK BARE ,6F 0.1'. R OU150E ROM OF Po X SECTION SURROOD MEOC LEL FBI WT01T AND DOOR WOMEN IS AC PER ROMA BU3MD COX PERVIOUS SURROUND 1. MPL HEIGHT eI K 2 tlAX NOR SPACING KTNEEN SLATS 4 IN L 1 MIN. WO SPAONG "MORTAL WEER 43 N. OVERHEAD ELECTRIC TERM 1 BE TRACT PT A WGWOF 2W PB PLAT BOOK 10 ENSINO OWE. IRON PIPE I A/C W 3 I NOT TO SCALE d CENTRAL ANGLE stag T.N. fa. a:eam. sr� v Tr�Y P9L[ vArol KTO! v FiR12 WEST 44' Tuble Of LOT 6 p BLOCK 67 Ay.A4 0 bic.pia SyMM YAMT YATG Kl[N C) n -- O I I I I I �. FOUND1/YEEON PIPE I STA III` '8715' 3.23' REFERENCE CORNER 4].DO CORNER OF INTERSECTION FOUND //2' IRON PPE STAMPED '1704' SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203ICO4OaJ 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. UCENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIU_gES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WA$ 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.AV.O OF 1988. LIMITED USE AND DISCL.A/MER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3, ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: KEST Y6 FEET LOT 6, AND 7HEE4ST23 FEET OFLOT 6 BLOCK 67 ATLANTIC BEACH SECTION H"AS RECORDED INPLAT BOOK YB, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA UNE. 10 DISTPD [l£C1RCX 129 VAC 2511 AMP 06 F BASE FOR P00. ONE STORY FRAMED RESIDENCE N 83 EAST 23' LOT 6 ? BLOCK 67 29' 2.8' 5. 2'8135 " N " RI e0 ..: WATER METER 39.1 BOXES t. 10 O QDIOETE O:OI / PA IS OEM PER DOMED" OR IS KAT SLOPE AWAY FRIM POOL MR QM SLOPE OONOEIE PSI ON. low LBS/wm SLE DKK EY" PIANS FOR OETAL �-OESNN IAYDI ROCK /PEWITS AS TO / Olsa/1EE MNOFF OFF OINTOWARD RKiIE OF WAr / AS SNOW BY ORINAFf l TYPE TWILL NAOE Small TYPE LOT 5 BLOCK 66 CHAIN FENCE X0.5' 7• 0.5 SET t/2' IRON PIPE STAMPED 'U3 6470' 5.0' R6IItENCE CONFER 6.3 6' W000 FENCE tI 7.8' 0.2' 'i E ORY A RM�OIAAY QTBFD( 1 FOR PoQ XD EQUPIENT CONSTI"'. ANO NSTADAO(N W. SO FT FROM ALL PROPERTY LINES s.0 EAST 34' o LOT 5 BLOCK 67 L: u ISL' PLASTIC FENCE 9 a "'LLLLLL �0.- I p r- I n I I �0 WIRES ELECTRIC SET 112' BTOIE PPE TELEPHONE STAMPED RB 6470' WEST 9TH STREET (50.00' RIGHT OF WAY) PROPERTYNFORNATEON - ZONING RS -2 p 20 40 Feet DETAIL OF DECK PLAN FRONT 20 FEET SIDES 5 FEET PLOT_BCALf_IB_QE PENDA NT_UPO 00_$12 E_O f_PA PSR REAR 10 FEET PLANS ARE 7 MCH = 20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH m 33 FEET IF PRINTED ON 11 X 17 PAPER IMPERVIOUS C&C1LTIONS OFOVEWAY TO R/W AND WALK - 425 SOFT FRONT PORCH - 30 SO -FT BACK PATIO s N/A SO -FT HOUSE - 1.505 SOFT AC PAD - PLASTIC - 0 SO -FT POOL DECK (ROCK PERVIOUS SURROUND) - 0 SO -FT PROPERTY m 3,977 SO -FT TOTAL IMPERbiWS a 1.960 SQ -FT PFRCAMAOE INIPSA IOLK.46% YLRTER6HED CALL AREA TOM 2,100 SQ -FT TREE CALCULATIONS NON -SHADE 0 INCHES MK 1.9 OF CONOETE DECK / PAYER DECK PER DMICEI G REOD UAIEN S NUST ROPE AWAY FROM POOL MN. 0258 SLOPE COIOETE PS WK 300 UIS/SQ-N SEE OCI EOW FLANS FOR DET ROCK / PEBBLE PERVIOUS SURROUND -f MR 1111DOESS BANKS & BANKS CONSULTING, INC. RT REST STR STREET ATLANTIC BLEACH, FL (104)4185.2866 FAX (S6Q686-2J46 A GEOSPATIAL COMPANY .&ILNDBANKSCONgULTENC.COM NOTES 1. THIS IS A SITE PLAN. 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 _ bbreYinti- Toble C MIN. nEO97Ess ROCK / PEBBLE PERVIOUS SURROUND SLK a POINT OF T LL mo 1- FT COPING POINT ON CURVE m� OFFICIAL RECORDS VOLUME R/W a � 'let tNmEss RIGHT OF WAY �y a PROPOSED 6 FT X 18 FT 7C 'y -s O RAIL N LAP POOL U F O S MK MCKKSS 0 Q' 1- FT COPING BUILDING x suex X R INSTALL INSTALL 5' 5 FT SECTION GATE ROCK / PEBBLE AC AIR CONTI PERVIOUS SURROUND FRONT 20 FEET SIDES 5 FEET PLOT_BCALf_IB_QE PENDA NT_UPO 00_$12 E_O f_PA PSR REAR 10 FEET PLANS ARE 7 MCH = 20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH m 33 FEET IF PRINTED ON 11 X 17 PAPER IMPERVIOUS C&C1LTIONS OFOVEWAY TO R/W AND WALK - 425 SOFT FRONT PORCH - 30 SO -FT BACK PATIO s N/A SO -FT HOUSE - 1.505 SOFT AC PAD - PLASTIC - 0 SO -FT POOL DECK (ROCK PERVIOUS SURROUND) - 0 SO -FT PROPERTY m 3,977 SO -FT TOTAL IMPERbiWS a 1.960 SQ -FT PFRCAMAOE INIPSA IOLK.46% YLRTER6HED CALL AREA TOM 2,100 SQ -FT TREE CALCULATIONS NON -SHADE 0 INCHES MK 1.9 OF CONOETE DECK / PAYER DECK PER DMICEI G REOD UAIEN S NUST ROPE AWAY FROM POOL MN. 0258 SLOPE COIOETE PS WK 300 UIS/SQ-N SEE OCI EOW FLANS FOR DET ROCK / PEBBLE PERVIOUS SURROUND -f MR 1111DOESS BANKS & BANKS CONSULTING, INC. RT REST STR STREET ATLANTIC BLEACH, FL (104)4185.2866 FAX (S6Q686-2J46 A GEOSPATIAL COMPANY .&ILNDBANKSCONgULTENC.COM NOTES 1. THIS IS A SITE PLAN. 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 _ bbreYinti- Toble Abbrev. Code Description PC POINT OF T PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF COV'D COVERED STIR CTU APPROX APP ROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONTI CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE d CENTRAL ANGLE stag T.N. fa. a:eam. sr� v Tr�Y P9L[ vArol KTO! v FiR12 Hatch Tuble CONCRETE STEPS COVERED COVERED GRATE Ay.A4 Tmi. bic.pia SyMM YAMT YATG Kl[N CPIPF n -- I HEREBYCERTEFYTO: DARYL 6 YADELRIE SAABLS 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 5J-17.050 FLORIDA ADMINISTRATIVE CODE S. FLORIDA REGISTER U DARYL S. BANKS CERTIFICATE 0 6063 610 SM3 STALE OF DATE DECEMBER 10, 2018 S0, OR,10' 1� SCALE 1100014=20FEET JOB NO 16730. THIS SURVEY, WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8083, AS 77MESTAMPED ON BORDER. MAP SHOWING DRAINAGE PLAN OF. WEST 16 FEET LOT 5, AND THE EAST 23 FEET OFLOT 6 BLOCK 67, ATLANTIC BEACH SECTION W -AS RECORDED INPLAT BOOK 1B, PAGE34, OF THE CURRENT PUBLIC RECORDS OFOUVAL COUNTY, FLORIDA DETAIL OF POOL AND DRAII�AGE AREA SCALE 1 INCH = 20 FEET DETAIN. OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET ELEVATIONS SHOWN ARE ACTUAL GROUND ELEV. NAVD88 TO NIY T w ro wNAN HNSTNL Si INClES BA4 / MATERIALS 7 T BE � 6FPo1 FOUND 1/2' IRON PIPE STAMPED '170e 123' BANKS & BANKS Description PC `H CONSULTING, INC, POINT OF TANGENCY 83 WEST M STREET ATLANTIC BEACH, FL Taw/ we�evmlroTma°ReGro�mw.,n (0A4}695-ZM FAX I904I.6851 I R/W RIGHT OF WAY A GEOSPATIAL COMPANY RIGHT OF WAY BANKSANDBANKSCONSULTING.COM INSTALL PAOIECR'E BOA PG PAGE / POINT OF OUTSIDE CfOM 6 f DOL 13 APPROXIMATE BLDG ( SLAMM,N MEWIG IRC R NDDIT NO DOOR R29ZEW NCE MS CONCRETE RA➢DIS PER FLOIOA BUILDING (ODE 1. IML HDDIT PI R THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6063, AS 71MESTAMPED ON BORDER. EffiTW BECfI m PANEL---, 120 VAC 20-30 IAP PAtEL PR 2 IM NORM SPAM 'ET"'R SLATS 3. Mal. %9T SPACWO tION20NTAL MEMBER 41 t W N CHORD LENGTH PLASM 813 ASD. PUMPS ARC LENGTH FENCE TO BE INSTALLED MAI TRACT PT A MAX GAP OF TO EASTN0 OR 2 IN WIL PLAT BOOK ONE STORY IRON PIPE SECONDS A/C FRAMED —CONDITIONER NTS ' A CENTRAL ANGLE $ylCd Tebu [e« Bercr{a4m Syrld LIOrt fm vANvS VA134 Ki[R 6Po¢ HCtch RESIDE r— LLJ STEPS COVERED COVERED GRATE 833 Li 3 WEST 44' Sywp VA—T VAITR K13R LOT 6 fPRPF fPAtE iRKFIC AG CR �iFli. 0 BLOCK 67 N FINISH FLOOR a U 8 ELEV=12.60' 0 6 -i NAND 88 ( I 1D OF CONUIKR*V E RIUMECK / PAWA DEO( PER DA74DRIG RECURk]OIA BST SLOPE AWAY FROM POOL MN DY.A SLOPE CONOETE PS WL 3.000 tBSISPRI SIE EIROR�+G PIANS FOR DECAL UVEA AOLN /TFeelEs AS 10 D"MWE RNW OFF IOWNB RNNT Of WAY AS BIDM B1 DRMINL AWIOFS T)MCIL DRAINAGE SYSTU TYPE OKI A TEIPOtARY SLMAN D FOR POOL AND EOUFlQIT ' CONSWUCMN NO INSTNLATBM fI I 1111. SO FT FROM ALL PROPERTY I EAST 34' LOT 5 BLOCK 67 I TYPE •A" LOTORAOIN6 BANKS & BANKS Description PC POINT OF CURVATURE CONSULTING, INC, POINT OF TANGENCY 83 WEST M STREET ATLANTIC BEACH, FL Taw/ we�evmlroTma°ReGro�mw.,n (0A4}695-ZM FAX I904I.6851 I R/W RIGHT OF WAY A GEOSPATIAL COMPANY RIGHT OF WAY BANKSANDBANKSCONSULTING.COM TVPH orwTw,w PG PAGE / POINT OF COV'D F PVATIONS SHOWN BEV NAVD88 DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET DESIGN GRADING AND SILT FENCE LOCATION, t. THIS IS A SITE PLAN 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031C0408J 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 e. UCENSE BUSINESS NUMBER 7820 GENERAL NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIUITES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISOICTIONAL WETLAND LINES 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. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAYANG OR ANY INTEREST OR OBLIGATION HEREON WTHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:00:17 PM, ARCH C (24.00 x 18.00 Inches) 0 20 40 Feet PLOT BCA LEIS OEP EN DA NT UPON S12 Fs OF PAPER PLANS ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER v,�.�� w�wA.¢��w„xm.m m*mroorna. m:+�+.ro.nawwmm.nm.w+ o..am q.� r�wrcxenw°'w=�..w�w...w+u.aoaw..a A9n. la'al.w <memw. awl FeMe P'PD:'�. ro, M,eoo..,wlc.�tWaA feM 4•'ev�oWem 1loUmwwrtaP.sN t. .......... 9NM VA, I HEREBY CERTF'Y TO DARYL 8 MADEUNEBANKS bbrev ation Toble BANKS & BANKS Description PC POINT OF CURVATURE CONSULTING, INC, POINT OF TANGENCY 83 WEST M STREET ATLANTIC BEACH, FL II (0A4}695-ZM FAX I904I.6851 I R/W RIGHT OF WAY A GEOSPATIAL COMPANY RIGHT OF WAY BANKSANDBANKSCONSULTING.COM I HEREBY CERTF'Y TO DARYL 8 MADEUNEBANKS bbrev ation Toble Abbrev. Code Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON (IRV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE FOR POINT OF COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE RA➢DIS SECTION THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6063, AS 71MESTAMPED ON BORDER. ELECTRIC R F PR AIR CHORD LENGTH ARC LENGTH OVERHEAD FLECTRIC TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR —CONDITIONER NTS NOT TO SCALE A CENTRAL ANGLE $ylCd Tebu [e« Bercr{a4m Syrld LIOrt fm vANvS VA134 Ki[R 6Po¢ HCtch T.Wl CONCRETE STEPS COVERED COVERED GRATE SyM Teta bzc.prtw Sywp VA—T VAITR K13R fPRPF fPAtE iRKFIC AG CR �iFli. 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 SI -17050 FLORIDA ADMINISTRATIVE CODE NOTES=�eS�� U Rs ISYEy x - 1. THIS IS A SITE PLAN. FLORIDA REGISTE r/977? 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL DARYL S. SANKSCERTIFICATE 88063NO 6087 NO 12031CO408J DATED 11-2-2018 STA E OF 3. BEARING DATUM BASED ON THE PLAT OF RECORD DATE DECEA48ER 10, 2018 p �. ID K%44 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT INCH =20 FEET `OR SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC SCALE 1 -+p RECORDS OR FACIUTTES OF THIS COUNTY. JOB NO 18730 S. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6063, AS 71MESTAMPED ON BORDER. MAP SHOW/NG BOUNDARY SURVEY OF WEST 16FEETLOT5, AND THE EAST 23 FEET OF LOT6BLOCK67, ATLANTIC BEACH SECTION W—AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENTPUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOUND 1/2" IRON PIPE STAMPED "1704" 1-- } W 3 W o C = o U o o Os 1 CORNER OF INTERSECTION FOUND 1/2" IRON PIPE STAMPED "1704" LOT 6 BLOCK 66 39.00' 6' CHAIN 0.5' LINK FENCE SET 1/2" IRON PIPE STAMPED "LB 6470" 0° concrete 5.0' REFERENCE CORNER N 10.0 patio 6' WOOD FENCE C PATIO o.t' T7.8' 28.3' BRICK WEST 44'EAST 23' 14. LOT 6 LOT 6 BLOCK 67 Lj BLOCK 67 0 ' N Dw LOT 5 LOT 4 BLOCK 66 BLOCK 66 .5_ 05- SET aSET 1/2" IRON PIPE STAMPED "LB 8470' 5.0' REFERENCE CORNER � OD I / FENCE �L 0.2' EAST 34' 00 LOT 5 N BLOCK 67 0 3' PLASTIC FENCE .9' 0- P - FOUND 1/2" IRON PIPE , ." •.: , • RIC -------- STAMPED "6715" 3.23' REFERENCE CORNER J96; �h 47.00' ' . ,'• 0 ' — — — — — — — — — — WIRES ELECTRIC SET 1/2" IRON PIPE WATER METER 39.00 TELEPHONE STAMPED "LB 6470" BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) LEGEND: DATE JUNE 17, 2005 SURVEY•BUT MAYBEFOUND IN THEPUBLIC RECORDS OR FACILITIES OF THIS COUNTY WIRE FENCE = CHAIN LINK FENCE SCALE 1 INCH = 20 FEET WOOD FENCE B.R..L. = BUILDING RESTRICTION LINE C/l. = CENTERLINE FILENO = CENTRAL ANGLE CH = CHORD L = LENGTH R = RADIUS A = ARC LENGTH NTS = NOT TO SCALE A/C = AIR CONDITIONER — OHI: — = OVER HEAD ELECTRIC '1-,;•�Ss•,y,-,��1 = CONCRETE WOOD R. BANKS 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 LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. SURVEYORS, INC lz 2866MANGROVEA VENUE JACKSONVILLE, FL 32246 TEli (904) 641-2520 FAX (904) 641-2060 NOTZ'S THIS IS< BOUNDARYSURVEY. FLOODZONE X" ASBESTASCERTAINEDFROMFLOOD PANEL NO 120075-0001D DA TED 4-15-1992 BEARIN4,DATUMBASED ONTHEFIELDANGLESASMEASURED. THENORTHARROWIS ASSUMED. LOT 4 BLOCK 67 /HEREBYCER T/FY TO. DARYL S. BANKS CHASE BANK USA;COMMONWEAL TH LAND T/TLEINSURANCE COMPANY,LLC; RICHARD G. HATHAWAY, PA; PONTE VEDRA TITLE ,LLC THAT THIS SURVEYMEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STA TUTES AND CHAPTER 61G17--6 FLORIDA ADM1NISTRATIVE CODE. FLORIDA REGISTERED SURVEYORS MARVIN R. BANKS. NO. 4470 DARYL S. BANKS NO. 6063 THEREAIAYBEADDITIONAL RESTRICTIONS THA TAPPLYBUTARENOTSHOWN01117HIS DATE JUNE 17, 2005 SURVEY•BUT MAYBEFOUND IN THEPUBLIC RECORDS OR FACILITIES OF THIS COUNTY SCALE 1 INCH = 20 FEET THIS SU4VEYDOES NOT DETERMINE OWNERSHIP JOB NO 12610 LICENSE -BUSINESS NUMBER 6470 FILENO B4456 THIS SURVEYNOT VALID UNLESS THIS PRINT /S EMBOSSED WITH THE SEAL OF THEABOVE SIGNED