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83 W 9TH ST POOL-180047B' e NOTE: INTERNAL PANEL BRACING OMITTED FOR CLARITY STANDARD BRACE AND PANEL ASSEMBLY NOT TO SCALE NOT TO SCALE I :E VALL P ALUMINUM COPING BENCHMARK 42" PANEL 1',2',3',4',5' & 6' LENGTHS VINYL LINER POLYMER PANEL ),. x 2" BOLTS & WASHERS %"0 REBAR USE AROUND ENTIRE PERIMETER 2" VERMICULITE OR APPROVED POOL BASE MATERIAL TYPICAL SECTION NOT TO SCALE 4" TO 6" CONC. DECK REINFORCE TO LOCAL CODE GENERAL NOTES: 1. All design, detailing, fabricating & construction shall conform to the following codes & specifications: a. Structural Design complies with The Florida Building Code 6a' 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 BACKFILL USE NO EXPANSIVE pool, contact Hydra Pools, or it's agent immediately for instructions. MATERIAL Temporary shoring of the pool panels is highly recommended. 4. Finished decks &/or grades shall be constructed in accordance POLYMER BRACE with the pool manufacture's guidelines & be sloped away from the pool copings at a rate not less than 1/4" per linear foot. UNDISTURBED EARTH CONC. BOND BEAM 8" MINIMUM EXCAVATION NOTES: 1. Surrounding land elevation to be 6" lower than top of pool. 2. Allowed 21-0„ all around pool for working area in excavation. All voids under panels to be filled & compacted in 6" to 8" layers. 3. At no time should compacted backfill exceed water level or 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: f'c=2.500 PSI @ 28 days Reinforcing Steel: ASTM—A615—GR 60 Vermiculite: Light Weight Aggregate Concrete =75 PCF Conforming to ACI 613A & ACI 318-08 OFFICE COPY This Drawing is valid only for owner installation address listed below, and is null and void unless sealed, signed and dated by I C.E.T.. Use ofthis drawing without the express written consent of C.E.T. and Hydra Pools, Div PI Inc is strictly prohibited. t� ! WALL PANELliffDRA P OLS ,11111�l 543 South Main Street, Sweetwater, TN 37874 .rs.111t� - — PANELS MUST TOUCH WALL PANEL BRACE v s x 1)v' BOLTS & WASHERS (TYPICAL) 45' CORNER SECTION TYPICAL (45') CORNER ASSEMBLY NOT TO SCALE No. 36639 04. STA OF A Q- • Z �� 0 R 10 �f 01VA This item has been electronically signed and sealed by Call E. Thompson, JriP._& 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. 42" Polymer Pool Wall - Pinnacle 200 Series Homeowner/Installation Address: Daryl Banks, 83 W. 9th Street, Atlantic Beach, FL 32233 DRAWN BY: 1O R TP -a Wi�itrrr, DATE: December 3, 2018 7 I HYDRA: 39206 ® ® ® SCALE: 3/8"=1'-0" CARL E. THOMPSON, JR., P.E. FOJ.# 1z4z18 Serving The Industry Since 1984 Phone (423)781-7336 Fax: (423)781-7337 G.# EB -7867 Email:carl@tesengrs.com Website:tesengrs.com P.O. Box 1500, Englewood, TN 37329 EET# 1 of 1 P00. OXAM M PO SWILL NOT M CLOSET ro ANYP 6 40O M4O 1EIS TO BN 111-1171 - ro 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 FACIUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. UCENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1_ NO UNDERGROUND UTIUITES OR STRUCTURES LOCATED, 2. NO UTNTIES 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.AV.D OF 1988. L=TED 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 PAR, Ty SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBUGA110N HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED, 3. ANY REPRODUCTION OF 7111S SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WEST 16 FEET LOT 5, AND THEEAST 23 FEETOFLOT 6 BLOCK 67, ATLANTIC BEACH SECTION W -AS RECORDED INPLATBOOKIB, PA(3 x OF THECURRENTPUBL/CRECORDSOFD41VALCOUNTY, FLORIDA MAN SO FI 1•. O COMMIE OEO PAWA BLOCK 66 FOUND 1/2' IRON PIPE 1 RWAN l 21 CONCRETE PS MK 3,000 Lflsr MA 4F ENgNFAIDO PVNS FOR DETAIL STAMPED '1704' _ - - - - - - - - - - MOIARM RWIT OT TOWARD RMT O' WAY AS 9M M BY DR/DACE ARRMS JOB NO 16730 �r0.5' 0. w� a N SET 1/2' IRO/ PIPE LOT 5 STAMPED'L88470' BLOCK 66 9. O' •CHAIN S. REFERENCE CORNER ( rn LAP POOL 6' SET 1/2' IRON PIPE 18.0 FENCE LAP POOL PETAL PROIECINE B 0. OUISIOE DEOMG DPM a 18.0 SIMIND MEMO IAL FENCE 8.4 H"T NO DOOR REMO WITS INSTALL PER RMA BIL M; 1. IN1M7 CODE 48 N. I 2 MAX NOFCL SPAC[M BLTAiWOt SVl S + N 30 28.3' 1 IRI WRY SPAM M U MITA. MMIER 43 RA I } iFNCE TO 1 I ONLY A TDF URY SETBACK FOR POOL AND EGJFMT A MAX GAP <F S M MN. 50 FT FROM AL PROPERTY LIES 5.0 TO LIM 71AOE. H 1 h LLJ w 3 I EAST 23' °'9 9,. EAST 34' LOT 6 WEST 44' BLOCK 67 N LOT 6 0 Q I BLOCK 6i' o Me I FENCE f S.T c $ I 2At35' 052 I I 10.7' I O S I I I I I £ ., ( P- I I FOUND 1/2' IRON PIPE I srmpw '6715' WATER WARES ELECTRIC SET 1/2' IRON PIPE - - - - 3.23' REFERENCE CORNER 47 ------.00'------ OWNER FOUND OF MTERSEC FOUND 1/2' IRON PIPE STAMPED '1704 111-1171 - ro 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 FACIUTIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. UCENSE BUSINESS NUMBER 7820 GENERAL, NOTES: 1_ NO UNDERGROUND UTIUITES OR STRUCTURES LOCATED, 2. NO UTNTIES 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.AV.D OF 1988. L=TED 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 PAR, Ty SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBUGA110N HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED, 3. ANY REPRODUCTION OF 7111S SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WEST 16 FEET LOT 5, AND THEEAST 23 FEETOFLOT 6 BLOCK 67, ATLANTIC BEACH SECTION W -AS RECORDED INPLATBOOKIB, PA(3 x OF THECURRENTPUBL/CRECORDSOFD41VALCOUNTY, FLORIDA MAN SO FI 1•. O COMMIE OEO PAWA 1PERIY LIE. fiB B _1.0 PER DKINEW MST SLOPE A POOL MR. 0151 1 RWAN l 21 CONCRETE PS MK 3,000 Lflsr MA 4F ENgNFAIDO PVNS FOR DETAIL m� SXN LAYER RM /PEWIES AS TO RCIES MOIARM RWIT OT TOWARD RMT O' WAY AS 9M M BY DR/DACE ARRMS JOB NO 16730 TYPICAL MAKAM SYSTM TYPE A' w� a N ' MR. 1HOPE55 LOT 5 BLOCK 66 9. O' •CHAIN w PROPOSED 6 FT X 18 FT 5• K FENCE O S' o RAIL rn LAP POOL g SET 1/2' IRON PIPE 18.0 STAMPED 'LB 647W LAP POOL 6.3 5.0' REFERENCE CORNER a 18.0 X 8.4 6' WOOD INSTALL FENCE GRAVEL / PEBBLE GATE ROCK / PEBBLE 4. 30 28.3' 7.8' 0.2' EMIMEtFCiRCA1 PANL I } 120 VAC X30 AP PANE RSINL ELASTIC BASE POOL PES 1 I ONLY A TDF URY SETBACK FOR POOL AND EGJFMT OONSBUCTIOl AND INSTALLATION ONE STORY MN. 50 FT FROM AL PROPERTY LIES 5.0 FRAMED ffI RESIDENCE 1 h EAST 23' °'9 9,. EAST 34' LOT 6 o LOT 5 BLOCK 67 N BLOCK 67 I FENCE f S.T j• a 2At35' 052 I 10.7' I £ ., ( P- RICK I I WATER WARES ELECTRIC SET 1/2' IRON PIPE - - - - METER 39:00 TELEPHONE STAMPED 'LB 647W BOXES WEST 9TH STREET (50.00' RIGHT OF WAY) DETAIL OF DECK PLAN PROPERTY NFORWT1aN ZONlNr RS -2 0 20 40 OETBACICO Feet FRONT 20 FEET SIDES 5 FEET PLOT REAR 10 FEET PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 8£11�E_IB_DE PEN DA NT_BPON 812 i,�_Q,F_PA PgR 24 PAPER liffaza"AWILAmma PLANS ARE 1 INCH 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK - 425 SO -FT FRONT PORCH a 30 SO -FT BACK PATIO - N/A SO -FT HOUSE - 1,505 SQ -FT - AC PAD - PLASTIC - 0 SO -FT POOL DECK = (ROCK PERVIOUS SURROUND) - 0 SO -PT PROPERTY . 3,877 SQ -FT TOTAL IMPERVIOUS a 1,960 SQ -FT PERCEMAOE IMPBIVIDIK • 49% WRTER6FED CALC AREA TO RAV 2,100 SO -FT 'err CALCULATIONS �S NON -SHADE 0 INCHES Aft t.0 OF ONfAEIE DEO ( PAVER (IDY( PER ENONFPoNG REONNDE1115 MAT WK AWAY FRW POOL M 0.25R ,SLOPE COMM PS Mt4 3.000 LBS/SPM I... SEE ENGN UMG PIANS FM DETAIL ROCK / PEBBLE PERVIOUS SURROUND /Y MR. TMM1lNW u COMMUNITY DEVELOPMENT APPROVED BANKS & BANKS CONSULTING, INC. R3 WEST YIEH STREET ATLANTEC BEACH, FL 1 I ON4) 685.2HDO FAX 7900685.2345 i / A GEOBPATEAL COINPANY BANKSANBBANKSCONSULTENG.COM NOTES i. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04M 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 IHEREBYCERTFFYTO: DARYL d MADEENE: 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 SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5.417 050 FLORIDA ADMINISTRATIVE CODE S. 'FLORIDA REGIS TERrURWYOFFS 4'MM. MOW15 ROCK/PEBBLE X � z � w� PERVIOUS SURROUND I` m� i- FT COPING SCALE 1INCH =20 FEET JOB NO 16730 O w� a N ' MR. 1HOPE55 \� w PROPOSED 6 FT X 18 FT X O o RAIL rn LAP POOL g 0 w MK. TMCIOIESS V' X a 1- FT COPING X X X INSTALL 5 FT INSTALL 5' GATE ROCK / PEBBLE PERVIOUS SURROUND PROPERTY NFORWT1aN ZONlNr RS -2 0 20 40 OETBACICO Feet FRONT 20 FEET SIDES 5 FEET PLOT REAR 10 FEET PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 8£11�E_IB_DE PEN DA NT_BPON 812 i,�_Q,F_PA PgR 24 PAPER liffaza"AWILAmma PLANS ARE 1 INCH 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK - 425 SO -FT FRONT PORCH a 30 SO -FT BACK PATIO - N/A SO -FT HOUSE - 1,505 SQ -FT - AC PAD - PLASTIC - 0 SO -FT POOL DECK = (ROCK PERVIOUS SURROUND) - 0 SO -PT PROPERTY . 3,877 SQ -FT TOTAL IMPERVIOUS a 1,960 SQ -FT PERCEMAOE IMPBIVIDIK • 49% WRTER6FED CALC AREA TO RAV 2,100 SO -FT 'err CALCULATIONS �S NON -SHADE 0 INCHES Aft t.0 OF ONfAEIE DEO ( PAVER (IDY( PER ENONFPoNG REONNDE1115 MAT WK AWAY FRW POOL M 0.25R ,SLOPE COMM PS Mt4 3.000 LBS/SPM I... SEE ENGN UMG PIANS FM DETAIL ROCK / PEBBLE PERVIOUS SURROUND /Y MR. TMM1lNW u COMMUNITY DEVELOPMENT APPROVED BANKS & BANKS CONSULTING, INC. R3 WEST YIEH STREET ATLANTEC BEACH, FL 1 I ON4) 685.2HDO FAX 7900685.2345 i / A GEOBPATEAL COINPANY BANKSANBBANKSCONSULTENG.COM NOTES i. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04M 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 IHEREBYCERTFFYTO: DARYL d MADEENE: 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 SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5.417 050 FLORIDA ADMINISTRATIVE CODE S. 'FLORIDA REGIS TERrURWYOFFS DARYL S. BANKS CERTIFICATE #6063 DATE DECEMBER 10, 2018 SCALE 1INCH =20 FEET JOB NO 16730 THIS SURVEY WAS ELECTROABCALLYCERTTFIED SY DARYL S. BANKS• PSM 8083, AS 7WESTAMPED ON BORDER. MAP SHOWING DRAINAGE PLAN OF. WEST 16 FEET LOT 5, AND THE EAST23 FEETOFLOT 6 BI OCK 67, ATLANT/C BEACH SECTION W -AS RECORDED /NPLAT BOOK 1Q PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA DETAIL OF POOL AND DRAINAGE AREA SCALE 1 INCH = 20 FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 POOL 0OPNG It POOL STROEtURE WAL NOT BE OOYR AI/II SO FT TO ANY PTpRRiY LRE. 8 1000 TDICE B TO BERM 16TAL 3-4 MODES BAY / ROD(/ I.1IERNA 8 TO BEH91 FIXINO 1/Y IRON PIPE STAMPED •,To4• 12.3 " a • I I INSTAL PROIECTM RA OUTSIDE CEDING OF POOL O SURROUND WIM MRL I DIM HEIGHT " DOD•REQUAD ENTS PER TUNICA GAIINO LODE . DOM ELECTRICAL PMI[ 1. MSL IEKNT / x 120 VAC 25JD INP PNEL I 2 W Du SPACK SETKWM SU S A I w 1.0 OF CONCRETE DEIX / PAER OECK PER DNMIEIRAO REOMENIS MKT 23OPE AIRY FROM POOL LLL a m SBTE CONCRETE PB MOI40; d000 LBS/9PM SEE PLANS FOR;WL8 B NRMOF "Sp F Of WAY AS WO B1 MA14AE A/ON IINCAL WAR -9 Srm TINE A- {/E OR' A ISPWORY SETBACK FOR POO. NO EDSIEPT OVIONCOOI NO INSTALAIM ISI. 5.0 R FRA ILL PROPERTY 1 } I WEST 44 LOT 6 EAST 34' LOT 5 o I QI BLOCK 67 N BLOCK 67 N U g FINISH FLOOR w o I ELEV=12.60' p m I I NAVD 88 U I !. GAR=11.95' �- L.---- - (12.0) I (12.0)' I � I ( I b- _ 4.00 m CORNER IWIERSEC110N ..... FOUND / IRON PIPE STAMPED 9704' (10.0)' WEST 9TH STREET ------------_---. - (50.00' RIGHT OF WAY) I. 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 O I 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 UTIUTIES 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. L W7ED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN OA 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. DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET iLEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 X12 3)' i 1 15RT �1 � f , .,� - _ t ' - (11.80 ) EXISTING ELECTRICAL PANED 120 VAC 25-30 AMP PANEL, INSTALL PLASTIC BASE FOR POOL PUMPS Ll AlIONS d'^ -u'= o"OW ARE D St N D PV NAVD DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET EXISTING 5' CHAiNLINK FENCE EXISTING 6 WOOD FENCE (12.3) .ROCK72 5� Z � ? n ^' 1< SR POOL COPING MIN. SLOPE I v }INCH IN 7.0 FT. F n ROCK . x 3 - 1" �W ROCK o 3 ;12.0) Tv CS z n (1 9) COPING ` K Eri w 3 TALL 5 F (tt 9) ':g' FE X (11 JJJ OTC J (11.7) (11 5). (11.4) - (11.4). n (11 9) ROCK (i 8) RGCK (11.7) EXISTING BUILDING O 20 40 F..l PLOT SCALE_7 I8_ DEPENDANT UPON_SIZE OF PAPER RE PLANS AINCH : 20 FEET IF PRINTED ON T8 X 24 PAPER PLANS ARE 1 INCH - 33 FEET IF PRINTED ON 11 X 17 PAPER ZM-A-LOTGRAWS 1 MR VERT SPACIO NDTDOITA II&M 13 x No 8083 STATE OF OR1'D BASE FOR POOL RAPS FENCE N BE INSTALLED AIR .A WZ OAP OF I TO EXISTING G;ABE 2 I ONE STORY f H I RESIDENCE 3 I 111 83 `. IW I {/E OR' A ISPWORY SETBACK FOR POO. NO EDSIEPT OVIONCOOI NO INSTALAIM ISI. 5.0 R FRA ILL PROPERTY 1 } I WEST 44 LOT 6 EAST 34' LOT 5 o I QI BLOCK 67 N BLOCK 67 N U g FINISH FLOOR w o I ELEV=12.60' p m I I NAVD 88 U I !. GAR=11.95' �- L.---- - (12.0) I (12.0)' I � I ( I b- _ 4.00 m CORNER IWIERSEC110N ..... FOUND / IRON PIPE STAMPED 9704' (10.0)' WEST 9TH STREET ------------_---. - (50.00' RIGHT OF WAY) I. 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 O I 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 UTIUTIES 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. L W7ED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN OA 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. DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET iLEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 X12 3)' i 1 15RT �1 � f , .,� - _ t ' - (11.80 ) EXISTING ELECTRICAL PANED 120 VAC 25-30 AMP PANEL, INSTALL PLASTIC BASE FOR POOL PUMPS Ll AlIONS d'^ -u'= o"OW ARE D St N D PV NAVD DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET EXISTING 5' CHAiNLINK FENCE EXISTING 6 WOOD FENCE (12.3) .ROCK72 5� Z � ? n ^' 1< SR POOL COPING MIN. SLOPE I v }INCH IN 7.0 FT. F n ROCK . x 3 - 1" �W ROCK o 3 ;12.0) Tv CS z n (1 9) COPING ` K Eri w 3 TALL 5 F (tt 9) ':g' FE X (11 JJJ OTC J (11.7) (11 5). (11.4) - (11.4). n (11 9) ROCK (i 8) RGCK (11.7) EXISTING BUILDING O 20 40 F..l PLOT SCALE_7 I8_ DEPENDANT UPON_SIZE OF PAPER RE PLANS AINCH : 20 FEET IF PRINTED ON T8 X 24 PAPER PLANS ARE 1 INCH - 33 FEET IF PRINTED ON 11 X 17 PAPER ZM-A-LOTGRAWS . DARYL S. BANKS CERTIFICATE 86063 DATE DECEMBER 10, 2018 SCALE 1 INCH> 20 FEET No 8083 STATE OF OR1'D JOB NO 18730 rr IwMI�r �oRAORro RE DESIGN GRADING AND SILT FENCE LOCATION. css. �a lwmaw.r.vxao.»ano..a.r r, wwm.�.. Mr rw. P,mwlvw. bNNov wYiaryymA pfatA>ncyN.p 1-0UimvAln dlaM - +. :F•r - '" sl son. BANKS & BAIVICS CONSULTING, INC. 83 WIST SETH BTREET ATLANTEC BE-1CH, FL 0`04)-68.4-S8o0 FAX eAM)-686.2118 A GEOSPATTAL COWA1NY SIANKSANDSANKSCONSDLTING.COM NOTES 1. THIS IS A SITE PLAN, 2. FLOOD ZONE •X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CD408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PUT 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 7A2n I HEREBVCERnFYTO: DARVL 8 YADEU FBAAKS 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 &j.17050 FLORIDA ADMINISTRATIVE CODE S. 'FLORIDA REGISTERjfUAdVEYOA DARYL S. BANKS CERTIFICATE 86063 DATE DECEMBER 10, 2018 SCALE 1 INCH> 20 FEET No 8083 STATE OF OR1'D JOB NO 18730 ITHIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 8083, AS TIMESTAMPED ON BORDER 72/15(2018 4:W.17 PM, ARCH C (24.00 x 18.00 Inches). MAP SHOWING SITE AND FENCE PLAN OF: WEST >6 FEET LOT 5, AND THEEAST 23 FEETOFLOT N BLOCK 67 ATLANT{C BEACH SECTION W'AS RECORDED IN PLAT BOOK {8, PAGE34, OF THE CURREN! PUBL{C RECORDS OFDUVAL COUNTY, FLORIDA I'm SNNL N 10 OF COMMIE IIEIX / PAWR '. PER EKOMED" MEOAtFIQ1IS f SLOPE AWAY FRO/ POOL MR OLM F OWIETE PS W. 3.000 US/9" OGNEEIM PLANS FOR DUAL. 9EMM1 DYER ROU( /PEBRLS AL. TO OISOIAIKE llL OFF TOMRD RNM Q NAY AS %M BY DRA NAGE MINORS TYPICAL DRAINAGE SYSTEM TYPE A' LOT 5 BLOCK 66 .7' O.SET BLOCK 66 i/2' BION PIPE POINT OF STAMPED C 8470' POINT OF TANGENCY g 0' ' CHAIN 3 ''.. OFFICIAL RECORDS K FENCE FOUND 1/2' IRON PIPE FENCE RIGHT OF WAY BK STAMPED '17W --------.------5, TYPE-C-LOTG FOR POOL EON POINT OF ONSITI&CROWNSTA 1 SO rt nKM All. PROPERTY lES O�.07 IVIi� �I I IEAST 34' SET 1/2' 6EON PIPE a o LOT 5 CONCRETE BLOCK 67 STAMPED 'U3 6470' SEC 18.0 PLASTIC ELECTRIC TRANSFORMER SO' REFERENCE CORNER 9' LAP POOL 6, I ARC LENGTH OH 4 18.0 TRACT I POINT OF TANGENCY 6' a.3. IP I FENCE SECONDS ( ISTAL PNOTE CTIVE 8 0.1' GRAVEL / PEBBLE I NOT TO SCALE OUTSIDE DO KING OF POOL A M..�.YPd Sy,eIX SANORO DHT C MN FORE 28.3' "I NO DOW PER ROMA REW'MMEIS AMONG CWE 3.0 EN5ITNG MTWA P I 1 I. MN""' 2 MAX NORL SPADN'G EETYE i IN. VERT SPAONG MR MUL 4B FL EN SLATS 4 N MEMBER 43 M0. 120 YAC 25-31 AMP P NSTNL _ BASE FOR PTS. PUSS fI 1 M FUKi M BE IMSTN11 MTI 1 I A MAI to EMsn/c GIP OF 2 I Mix.. ONE STORY 1 FRAMED f 6.1' 11 i I REST q. ;i 93 r ov[R; ILL] a I WEST 44' EAST 23' L01 6 a LOT 6 F BLOCK 67 No BLOCK 67 I o 1 .- 2.9' I C5 I Q� I 28 i 0s I 1 1 I 5.7. I 2.8135 15.2' I I 10 OF COMMIE IIEIX / PAWR '. PER EKOMED" MEOAtFIQ1IS f SLOPE AWAY FRO/ POOL MR OLM F OWIETE PS W. 3.000 US/9" OGNEEIM PLANS FOR DUAL. 9EMM1 DYER ROU( /PEBRLS AL. TO OISOIAIKE llL OFF TOMRD RNM Q NAY AS %M BY DRA NAGE MINORS TYPICAL DRAINAGE SYSTEM TYPE A' LOT 5 BLOCK 66 .7' O.SET Abbrev. Code I Description i/2' BION PIPE POINT OF STAMPED C 8470' POINT OF TANGENCY 5,0' REFERENCE CORNER 3 ''.. OFFICIAL RECORDS 6' WOOD wwws"q w�`prw�m"�r FENCE RIGHT OF WAY BK ..«..a.w.w.au 0 P"=ra=".++w..�+.a�.+ OAT A IOPORART SET&O TYPE-C-LOTG FOR POOL EON POINT OF ONSITI&CROWNSTA 1 SO rt nKM All. PROPERTY lES SW. yy APPRO. 1� IEAST 34' BUILDING a o LOT 5 CONCRETE BLOCK 67 RADIUS SEC SECTION PLASTIC ELECTRIC TRANSFORMER FENCE IY 9' 30.7' CHORD LENGTH P_ FOUND 1/2' IRON PIPE Rt I STAMPED '8715' 00 A yy i 323' REFERENCE CORNER ------,7.qo ----I -.-------- CORNER OF INTERSECTION WATER NARES ELECTRIC SET 1/2' IRON PIPE FOUND 1/2' IRON PIPE MES0' E TELEPHONE STAMPED 'l8 847 STAMPED `173.` BOXES 39.00 WEST 9TH STREET (50.00' RIGHT OF WAY) SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12WiCO406J 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: I- 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, 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988, UNITED USE AND DISCLAMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS 'MWTTEN 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 GR OBLIION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3 GATANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 428:38 PM, ARCH C (24.00 x 18.00 N DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET 39.00' 6' CHAIN LINK FENCE C 18,0 e as POOL18.0� sM 'Ipj • �!;I d GRAVEL / PEBBLE '28.3' 1 17.8' 3.0 1 I EXISTING ELECTRICAL PANEL 120 VAC 25-30 AMP PANEL j INSTALL PLASTIC I BASE FOR POOL PUF�PS 0' i 00 DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET EXISTING 5' CHAINLI K FENCE -i EXISTING 6 WOOD NCE 3 y PROPOSED 6 FT X 18 FT ,y LAP POOL � `O j in r T/ 1 5z X I d -�'14 i 3 yT} GRAVEL / PEBBLE,��s ! ,4 •�, 4„YJ `'- 6 _-'.y 6. 4F'.... EXISTING BUILDING PRQI+ERT•r RIFORMAna, ZONA RS -2 D 20 40 SETBACKS Feet FRONT 20 FEET SIDES 5 FEET PLOT_BCA LE_I¢_DE PENOA NT_ UPON !(2 E_OF_PAPER REAR 10 FEET PLANS ARE 1 INCH = 20 FEET IF PRINTED ON_18 X 24 PAPER IMPERVIOUS C&MLATIONS PLANS ARE 1 INCH - 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W ANO WALK = 425 SD -FT FRONT PORCH a 30 50 -FT BACK PATIO a N/A SO -FT HOUSE - 1,505 SOFT AC PAD = PLASTIC = 0 SO -FT POOL DECK _ (ROCKPERVIOUS' SURROUND) - 0 SQ -FT PROPERTY . 3,477 SO -FT TOTAL IMPERMOUS = 3960 SQ -FT PERCEMARE 011191N0A-4EM WATERG ED GLC AREA TCRPN 2,100 SO -FT NON -SHADE 0 INCHES TYPE "A" LOTORAOINO -tion T-ble Abbrev. Code I Description PC POINT OF PT POINT OF TANGENCY POC aw�«.0"BeomLme�nsiow:c ''.. OFFICIAL RECORDS R/W wwws"q w�`prw�m"�r F1� `� RIGHT OF WAY BK ..«..a.w.w.au 0 P"=ra=".++w..�+.a�.+ PG TYPE-C-LOTG POB POINT OF COV'I' COVERED STRUCTURE APPRO. DESIGN GRADING AND SILT FENCE LOCATION, a amaPrro.rrr rP« >+a.oPe,.rPwee...rwuwwa«mcwe �.. �'�° PrWeAY LaM �.1'prrcaa a=aP.+a mL. as:r 5raas - ImmNmsnalax . .. I 5Nat mN. BANKS & BANKS CONSULTING, INC. 83 WEST VEIL 8T'REET ATLANTIC REACH, FL IA � (%Nl) 852880 FAX OMI4 688'234A` A GEOSPATTAL COMPANY RANKSANDBANKSCONSULTING.COM NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO I2031CO408J AS 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 FAOLITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6, LICENSE BUSINESS NUMBER 7820 I HEREBY CERTIFY TO: DARYL d MADELINE BANKS' brev -tion T-ble Abbrev. Code I Description PC POINT OF PT POINT OF TANGENCY POC POINT ON CURV ORV OFFICIAL RECORDS R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF COV'I' COVERED STRUCTURE APPRO. APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CH CHORD LENGTH L ARC LENGTH OH OVERHEAD TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CO ITION R NTS NOT TO SCALE A CENTRAL ANGLE sPea tea. Cert M..�.YPd Sy,eIX VaIIR I(IYJe Hntch T-ble CONCRETE STEPS COVERED COVERED GRATE s� Taoi. .P<ne Surma v� ATNIT VATCM -T. M ft -k.- 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 -17.050 FLORIDA ADMINISTRATIVE CODE DARYL S. BANKS CERTIFICATE 118063 NO 8063 .. m Y+ STATE OF DATE DECEMBER 10, 2018 RLORTON SCALE 11NCH=20FEET ��dd`4_ ,N JOB NO 18730 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM WW, AS 771MIESTAMPED ON BORDER. MAP SHOWING SITE AND FENCE PLAN OF: WEST >6 FEETLOT A AND THE EAST 23 FEET OFLOT 6 BLOCK 67, ATLANTIC BEACH SECTIoAt WAS RECORDED INPLAT BOOK IB, PAGE34, OF THECURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET 39M1 6' CHAIN APPROVEDIt= j LINK FENCE {/ P00. �F NO A POOL Sv=TUtE SNNl ROT T QOYR 1XAN SO F7 1.0 OF CORFETE IIt //PALER 10 ARY PROFDOT ME. OFD( PER DkIMERMC IIEO�IOENIS r 9''1900 FD0.E MST SMT MY FROM POM MN 0.29E I 1n If'J TO Syµ SLOPE OMOC E PS W. aaO LIMA TII SET DOMMIM PIANS FOR DUAL SOI LAYER RON SES AS 10 N TNl 3-4 M99CE RUIOT OFF 70NAPo REM OF RAY I y3 .a .� Y-' a �••,� ��- x "# 815E / Rmc/ AS WO BY O RMIACi AAROIIS ail d W17EPoN. 8 70 H PERI TYADA ORA1NMf S151D1 HYPE '11' �.'�.' LOT 5 BLOCK 66 BLOCK 66 18.0 FOUND 1/2" IRON PPE 9. O' •CHAIN t _ 5• K FENCE _ ((D r POOL OOL STAMPED •1704 - - - - - - ---�_'"'-`,. 0.5' - - CV '"I ,A1 3 9� ` - - _ 5 T --'------- .� }„ a, 18.0 c ++{ ¢v; 0.5 �F SET 1/2" IRON PIPE SET 1/Y NtON PIPE ` R STAMPED 'LB 8470" 18.0 STAMPED ,.B 8470• t I {+ J REFERENCE CORNER h o Tao' REFERENCE DORMER I•; r '4. �- LAP I Iv 5.4 18.0.x+ 6FENCE s.a 6' WOOD .'GRAVEL / PEBBLE' FENCE INSTALL MOTECPW BNIPoER 9,/' 'il GRA / PEHBLE }Q 1 0„9P DE0OHG 6fRKl 4.0 Sl LINO MEIM IML FEIFFE DOM 10 28.31 I APER n Po A AR R INSTAL p A �1 7((.6 0.2 28.3' „1 i 7.8' I. W� HXHT 0 K D751N0 EI -30 MIL P I 1 I 2 YAX gRQ SPAM ffTEDI SATS L N 120 YAC 25-30 NPP 3.0 1 MRL kRT SAM HMZOVTA MaM 43 N BASE FOR POOL Ft� OlT A TOPQARY snau ! FDKE a ENSOLFOMIH " ; `Ca0a1F0CLMEa�RAIM NO i ARW I EXISTING ELECTRICAL PANEL I EAsmOF 2 IN ONE STORY I I O14 FRAMED W. SO FT FROM ALL PRIPERTYUIES 120 VAC 25-30 AMP PANLL RESIDENCE �I I INSTALL PLAS c j Lia I y 83 „ .cove I BASE FOR POOL PU+S I Of 3 I WEST 44' EAST 23'1. (as' .�. " EAST 34' I � LO I LOT 6 o LOT 6 I a o LOT 5 --- ------------------ -------------------a------------- ----� Q ~ BLOCK 67 0 ,4 BLOCK 67 I N BLOCK 67 I I 2•s' DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET L) 8 1 m - --- - - --- -- ------ - ------ ---- - -- O I 2.8 EXISTING 5' CHAINLI K FENCE 1 I } 3' PLASTIC EXIS G 6 OD NCE I ;: f I FENCE I ( ' -.E `' .3 __0 0 - 7 5.7' I d B• n 2.8'13,5' J07' 1 PROPOSED 6 FT X 18 FT 1 LAP POOL N I Z FOUND //2" IRON PIPE STAMPED '8715 I $ 3.23' REFERENCE CORNER f { x ty F I,y�'�l�' 4 CORNER OF MTER,$CnON FOUND 1/2' IRON PIPE WATER WIRES ELECTRIC SET tn" IRON - � PIPE GRAVEL j PEBBLE STAMPED "1704" METER 39.00 TELEPHONE STAMPED "LB 6470" BOXES WEST 9TH STREET EXISTING BUILDING' SURVEYOR NOTES (50.00' RIGHT OF WAY) -----`-- - I. THIS IS A SITE PLAN. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 120J1C0408J 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 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 ANIIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND ONES NOR TO NOTIFY THE PROPER AGENCIES. 4, ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N,AV.D OF 1986. 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED, 3. ANY REPRODUCnON OF THIS SURVEY tS PROHIBITED, 12/1 S/2018 4:28:38 PM, ARCH C (24.00 x 18.00 Inches) PROPpRYffORMA"M AA RS -2 No 6M ���S 0 20 40 DATE DECEMBER10,2018 SCALE 1 INCH = 20 FEET Feet FRONT 20 FEET REAR t0 FEET PLOT BCIALE_(8_QE PENDA NT UPO N_S IZ E_O F_ PAEja TVPR E9 LOT GRAIMI9�`o.va PIANS ARE 1 INCH z 20 FEET IF PRINTED ON 18 X 24 PAPER T EMZ < CA nau PLANS ARE 1 INCH - 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK _ 425 SO -FT BACK PATIO _ NIA S9 -FT HOUSE _ IO - SOFT AC PA PORCH. _ 30 SO-FT0SO AC PAD _PLASTIC = 0 SO -FT APP ��� POOL DECK _ (ROCK PERVIOUS SURROUND) _ 0 SO -FT PROPERTY - 3.977 SO -FT TOTAL IMPERVIOUS - 1,960 S9 -FT PERCENTAOSOBERMOUS.40W SI¢b CALL ARE / A TO RN 2.1D) 2.100 50 -FT ./ (/�/,[�/�/�/� � �V/•J/ N/// �© IIEE-CALtLC1f yl� lesn l Sll S NON -SHADE 0 INCHES �y // TYPE A LOT ORAO1Ma AA DARYL S. BANKS CERTIFICATE N 6063 No 6M P ' � DATE DECEMBER10,2018 SCALE 1 INCH = 20 FEET ORI JOB NO 16730 TVPR E9 LOT GRAIMI9�`o.va me Y' wroRAb�Nro DESIGN GRADING AND SILT FENCE LOCATION. «+a'wamm rv..=earo +so•aa,x ae a+'b+�+Dw.en o� Mry Aa u w upw"Pwaw am.�•a.. Mn. rv'wl.a[eamwe atT aWatr lV,o 6 taa".munmw t t 91q mn � BANKis & BANKs CONSULTING, INC. 83 WEST TM STREET ATLANF[C BEACH, FL 1 CA64}883.2880 FAX 4"4)-68&i348 - j - A GEOSPATEAL COMPANY BANKSAMIRANKSCONSULTINGCOM NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408J DATED 11-2-2016 3. BEARING DATUM BASED. ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICnONS 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 NUM13E'R 7820 I HEREB Y CER TIFY TO, DARYL A MADELINE 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 SECTION 472.027 FLORIDA STATUTES AND CHAPTER W-17050 FLORIDA ADMINISTRATIVE CODE S. -FLORIDA REGISTERVIIIISURVEY0R3 AA DARYL S. BANKS CERTIFICATE N 6063 No 6M DATE DECEMBER10,2018 SCALE 1 INCH = 20 FEET ORI JOB NO 16730 STATE OF THIS SURVEY WAS ELECTRONICALLY CERTIFIED SYDARYL S. BANKS, PSM 8063, AS 77MESTAMPED ON BORDER. POOL DOING E POOL Sw n SNRL NOT BE CLOSER THIN 50 TO ANT PROPERTY LI E Tom Im5 TO TOM WTA . 3-4 100 EASE /!= R& UL Is 0 IX A avR .rVR 46EA/W 1. THIS IS A SITE PLAN, 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 120ZIC0408J 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 UTWTIES 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. 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 HEREOI. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIOA77ON HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDER'.OGNED. 3. ANY ON OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WST16FEETLOT5, AND 7HEEAST23 FEET OF LOT 6 BLOCK 67, A 7LAN77C BEACH SEC77ON H'AS RECORDED /N PLAT BOOK M, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA FF 1,0 6 COMOEIE aIX / PA`EA BLOCK 66 FOUND 1/2' IRON PPE FRONT 20 FEET 83 WEgT 9tH 6TBEET ATLANTIC BEACIL FL STAMPED '1704' -------------- _ O -Q PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CAI nu AMONS 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 SO -FT SET 1/2' IRON PPE - - SFAMPED 'LB 6470' POOL DECK . (ROCK PERVIOUS SURROUND) 5.0' REFERENCE CORNET COV'D TOTAL IMPERVIOUS . 1,960 SO -FT 6' Ra { LAYER ROCK MESM AS TO FE�NCI CONC NSTALL PROTECTNE 901tlNA-� 0. OUTSIDE OEOetF I F POOL R SMigRD WrW 0. RACE 015aAI E RNCFF OFF TO NIO RA71I O MY M NT AND DOOR WOW DENTS ET PER T. TW.rLOftAULN A N. I 2 MA NOEL PAMG 6ETW N SI IS 4 M I 3 W. WRT PAAO NORZONT& hem I U N. OVERHEAD ELECTRIC FBIIX MPiIAINi GM TRACT _ GAP W PLAT BOOK TO EASING !BADE. F SECONDS A/C WLLI 3 I BLOCK 66 NOT TOT SCALE A WEST 44' sr,m TeM. A�epm, s»s V IWi PRE vavE vAYMI MC Y ELI,@ 9. 0CHAIN LOT 6 0 BLOCK 67 N O EC I N v8 � 0m I I I I I I I I I I 1`01U D 1/2' MON PIPE STAMPED 'LB 647W !ITANPED '6715' 3.23' REFERENCE CLMNEA --_--- 47.00' -- - - - - DORMER OF W7ERSECTION FOUND //Y IRON PPE L0 [Ea / PALER 18.0 STAMPED '1704' X O' o avR .rVR 46EA/W 1. THIS IS A SITE PLAN, 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 120ZIC0408J 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 UTWTIES 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. 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 HEREOI. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIOA77ON HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDER'.OGNED. 3. ANY ON OF THIS SURVEY IS PROHIBITED. MAP SHOWING SITE AND DECK PLAN OF: WST16FEETLOT5, AND 7HEEAST23 FEET OF LOT 6 BLOCK 67, A 7LAN77C BEACH SEC77ON H'AS RECORDED /N PLAT BOOK M, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA FF 1,0 6 COMOEIE aIX / PA`EA 6ETSIACXb Feet FRONT 20 FEET 83 WEgT 9tH 6TBEET ATLANTIC BEACIL FL N:. PLR EMREOR AM SLOPE AM FROM POOL Oft (1fii REAR 10 FEET PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CAI nu AMONS 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 SO -FT SOPS t PSI NR. 3A00 IBS/S8'M BACK PATIO . N/A SO -FT - - HOUSE . 1SO SFT -FT AC PAD . PLASTIC - 0 SO -FT PG POOL DECK . (ROCK PERVIOUS SURROUND) MM PI SEEBTaEERNO ANS FOR OETIL PROPERTY - 3.977 SO -FT COV'D TOTAL IMPERVIOUS . 1,960 SO -FT APPROX APPROXIMATE LAYER ROCK MESM AS TO BUILDING CONC CONCRETE R RADIUS 015aAI E RNCFF OFF TO NIO RA71I O MY SECTION ET ELECTRIC T R AC AIR AS WIN BY DRNUO AWIM CHOR➢ LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC MACk DMUCE SYSTEM TYPE 'C TRACT _ POINT OF T GENC PB PLAT BOOK LOT 5 DRON PIPE SECONDS A/C AIR N BLOCK 66 NOT TOT SCALE A DETAIL OF DECK PLAN sr,m TeM. A�epm, s»s V IWi PRE vavE vAYMI MC Y ELI,@ 9. 0CHAIN NK FENCE 0.5' N Y O.SET 1/2' IRON PPE I IgA STAMPED 'LB 647W o LAP POOL REFERENCE CORNER 6.3 w P ARL IIMO0ES5 ROCK /PEBBLE L0 [Ea / PALER 18.0 X O' o PERVIOUS SURROUND I D COM CEa PER ENOFOiIG IEpAE1R175 8.4 SLOPE AMY RIOT POOL Mk 6251 .4 6, WOOD m 1- FT COPING ST 3.01011 Uls/54N GRAVEL /PEBBLE o p d N yl nKgESS EqO RASFOROETAL 28.5 7_B' U2• Y F PROPOSED 6 FT X 18 FT ROCK PEBBLE E)ASINO FLECIPoGL PNEL I X 0 � RAIL vA POOL PERVIOUS SURROUND 120 VAC 25-30 NP PAEL Telt m EAg q_ pppSO L FT FIM AIL IRO UTY LIES --5c X X XFRAMED ONE Y . INSTALL 5 FT INSTALL I FENC X RESIDENCE G ROCK / PEBBLE Ni M 83 PE PERVIOUS SURROUND EAST 23' 4'' EAST 34' LOT 6 0 LOT 5 BLOCK 67 o BLOCK 67 ( f I3' PIWSETIC LLJ '---------- WATER WIRES ELECTRIC SET 1/2' STAMMON PPE METER 39.00 TELEPHONE PED 'LB 6470' BOXES WEST 9TH STREET (50.00' RI(#iT OF WAY) PROPERTY e601WAtbFi ZONING RS -2 0 20 40 6ETSIACXb Feet FRONT 20 FEET 83 WEgT 9tH 6TBEET ATLANTIC BEACIL FL SIDES 5 FEET ELOT_BC11LE_IB_DEPEN DA NT_U PON P E R REAR 10 FEET PLANS ARE 1 INCH - 20 FEET IF PRINTED ON 18 X 24 PAPER IMPERVIOUS CAI nu AMONS 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 SO -FT ROW BACK PATIO . N/A SO -FT - - HOUSE . 1SO SFT -FT AC PAD . PLASTIC - 0 SO -FT PG POOL DECK . (ROCK PERVIOUS SURROUND) . 0 SO -FT PROPERTY - 3.977 SO -FT COV'D TOTAL IMPERVIOUS . 1,960 SO -FT APPROX PERC@1fA0E I PQOAOEM • 40% %ATMRIiHEDCALCAREATOPJW 2,100 SO -FT NON -SHADE 0 INCHES NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM ROOD PANEL NO 12031CO408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PUT 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 BANKS & BANKS Abbrev. Code D'S t122 CONSULTING, INC. POtNT OF r 83 WEgT 9tH 6TBEET ATLANTIC BEACIL FL 't ('JRi}68.42668 FAX (9e4YAS-2746 i' A GEOSPATIAL COMPANY OFFICIAL RECORDS VrILlIMF HANKSANDBAMKSCONgULTING.COM NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM ROOD PANEL NO 12031CO408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PUT 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 i-- ��I.IILS�'�-�'- viAiiilliiliY mamm I��{Li.A1ud;�wo' I HEREBY CERni TO: DARYL 6 MAOELI E 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 SECTION 472.027 FLORIDA STATUTES AND CHAPTER SF17.050 FLORIDA ADMINISTRATIVE CODE r. F REGISTER U ORS q IP DARYL S. BANKS CERTIFICATE 66063 NO 8083 STATE OF DATE DECEMBER 70, 2018 SCALE 11NCH=20 FEET bOR11' t9 JOB NO 18730 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM BOBS, AS TINESTAMPED ON BORDER. rev Ion Table Abbrev. Code D'S t122 PC POtNT OF r PT -JANGENCY POINT OF POC POINT ON CURVE DRV OFFICIAL RECORDS VrILlIMF 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 AIR CH CHOR➢ LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF T GENC PB PLAT BOOK IP DRON PIPE SECONDS A/C AIR N NTS NOT TOT SCALE A ICENTRAL ANGLE sr,m TeM. A�epm, s»s V IWi PRE vavE vAYMI MC Y ELI,@ i-- ��I.IILS�'�-�'- viAiiilliiliY mamm I��{Li.A1ud;�wo' I HEREBY CERni TO: DARYL 6 MAOELI E 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 SECTION 472.027 FLORIDA STATUTES AND CHAPTER SF17.050 FLORIDA ADMINISTRATIVE CODE r. F REGISTER U ORS q IP DARYL S. BANKS CERTIFICATE 66063 NO 8083 STATE OF DATE DECEMBER 70, 2018 SCALE 11NCH=20 FEET bOR11' t9 JOB NO 18730 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM BOBS, AS TINESTAMPED ON BORDER. MAP SHOWING DRAINAGE PLAN OF: WEST 16 FEET LOT 5, AND THEEAST23 FEET OF LOT 6 BLOCK 67, ATLANTIC BEACH SECT/ON W -AS RECORDED IN PLAT BOOK 1B, PAGE34, OF THE CURRENT PUBLIC RECORDS OFDuvAL COUNTY, FLORIDA DETAIL OF POOL AND DRAINAGE AREA SCALE 1 INCH = 20 FEET ELEVATIONS SHOWN IIERON ARE ACTUAL GROUND ELEV. NAV088 POR WPIXG t POOL IN &0FE SNNL NOT BE CLOSER TRIM SO FT . 1.0 6 WNAFIE DECK /PAW 10 ANY PIDPWIY 1!E XIX PER DA7HfB16 REOIARfiIF11A e Tam PENCE D MUST SLOPE AWAY FROM POOL IN, 125X TO RERAN SLOPE CONCRETE PSL WL .3.000 LOS/" ROCK IVORIESAS 4/E 9INGREERNG MINS FOR DUAL Ll =ND -111 iT OR WAY WiEMK 670 BE PRET I/ A: I 1 I. THIS IS A STE PLAN 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04M DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOVN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBUC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP IS. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES.- I. OTES:i. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIUITES LOCATED EXCEPT AS MAY BESHOWN 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.) OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEII ON THIS SURVEY. 7. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWNG OR ANY IN OR OBLIGATION HEREON WTHOUT THE PRIOR VIRITTEN CONSENT OF TME UNDER!ISIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:00:17 PM, ARCH C (24.00 x 18.00 Inches) DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 12.3 ,�� ,� .>: = - ,1..2.3 (12 3)1K ) � t, H�. k ! <11 1 �` 3 v I i (11.80') a - A•y�.!x - - � ems_ -..r.+ I EXISTING ELECTRICAL PANEL 120 VAC 25-30 AMP PANEL INSTALL PLASTIC BASE FOR POOL PUMPS 1/ TYPE A LpT ORADIND -------- -------- (11.80') r CUMOE051G 6 1 SUROUNI MEIN W. POOL. PEACE 13 E. v,w.ewiw Www+iw,eHvMa vw)- 85 2m FAX (9041 8&23tE IODiT AND OODI RECUR 1 PERFLOROA &RAMC IFNTS COOL FkSTNO ELECON P I 1. W HDDIT 2 MAT IIORit SPARC 8ETMEEN SLAT 3. MA WIT SPACING NORC NTIL MOM b M i 4 N 43 N W 120 VAC 25-30 IIP PANEL j NSi.NL MA410 BASf FO0. POOL MAWS Dar A 7EWDtARY SEIBAD( 1 (12.3). I I. FTA POD. NAI EOJPIENi PiTDE 10 BE MSIAL101 MRN APPROX CORSMARIN AND NSTALLAIM W. SO FT FPM ALL PROMR7Y 1NF31 A MAX GAP TO EEVM V11 RADEE ONE STORY O� 35X (12.0)-,, FRAMED SECTION 1 ELECTRIC TRANS F RESIDENCE Y W 3 1 CHORD LENGTH a 83 ARC LENGTH WEST 44' 11A i EAST 34' LOT 6 POINT OF T6N9ENCY PB LOT 5 BLOCK 6i' .: j11.7) I N BLOCK 67 i A/C AIR CONDITIONER ROCK. (11 7) i CENTRAL ANGLE FINISH FLOOR U g E EAVD 1 0S 1 1 N880' - i 1 I GAR=17.95 � I 1 �- L (12.0), I t 1 � I I I I d 4700' .� . CORNER OF IN SECTION FOUND 1/2' IRON PIPE I STAMPED '1704' ' (10.0)' (10.0) WEST 9TH STREET (50.00' RIGHT OF WAY) I. THIS IS A STE PLAN 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM FLOOD PANEL NO 1203IC04M DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOVN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBUC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP IS. LICENSE BUSINESS NUMBER 7820 GENERAL NOTES.- I. OTES:i. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTIUITES LOCATED EXCEPT AS MAY BESHOWN 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.) OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEII ON THIS SURVEY. 7. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWNG OR ANY IN OR OBLIGATION HEREON WTHOUT THE PRIOR VIRITTEN CONSENT OF TME UNDER!ISIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:00:17 PM, ARCH C (24.00 x 18.00 Inches) DETAIL OF POOL AND GRAVEL AREA SCALE 1 INCH = 7 FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 12.3 ,�� ,� .>: = - ,1..2.3 (12 3)1K ) � t, H�. k ! <11 1 �` 3 v I i (11.80') a - A•y�.!x - - � ems_ -..r.+ I EXISTING ELECTRICAL PANEL 120 VAC 25-30 AMP PANEL INSTALL PLASTIC BASE FOR POOL PUMPS 1/ TYPE A LpT ORADIND -------- -------- - - - - -------------- r --T 83 WENT ANTE STREET ATLANTIC BEACH, FL E. v,w.ewiw Www+iw,eHvMa vw)- 85 2m FAX (9041 8&23tE TYPE IrLOTORPMN6Y A GEOSPATIAL COMPANY - EXISTING 6 WOOD FENCE_I BANKSANDBANKSCONSULTING.COM - RIGHT OF WAY 1zs BOOK PG (12.3). TYPE�� �OftAGUW Er ) COV'D t APPROX O O a..mwdr...Ms E arw.«..ewo*.a..mw � ELEVATIONS SHOWN BELOW ARE DESIGNED ELEV. NAVD88 DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET DESIGN GRADING AND SILT FENCE LOCATION. 0 20 40 Feet PI.OT_BCgLE_!e_DEPENDA NT_U PON_512 E-Of_PAPER PLANS ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE i INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER ..a.va. mm mrm waw �m.0 m.a.nm. a ,.w aeo. a o.arc..+ �wPwv+e...am as Fav �YIA,e aalox.wlevPPm 8 laaaaHevoan _ 1+ea�wenur,mae SRN mn. -------- -------- - - - - -------------- - - --T 83 WENT ANTE STREET ATLANTIC BEACH, FL EXISTING 5' CHAINLINK FENCE EXISTING vw)- 85 2m FAX (9041 8&23tE \, L A GEOSPATIAL COMPANY - EXISTING 6 WOOD FENCE_I BANKSANDBANKSCONSULTING.COM - RIGHT OF WAY 1zs BOOK PG (12.3). ROCK Er ) COV'D f APPROX O O BLDG � 0 O� 35X (12.0)-,, POOL COPING MIN. SLOPE } INCH IN 1.0 FT. SECTION '`. (120) m ELECTRIC TRANS F AC ROCK CH CHORD LENGTH L ARC LENGTH OH 11A TR TRACT PT POINT OF T6N9ENCY PB PLAT BOOK IP .: j11.7) (11 .5) (11 4) (17.4) - A ". n, - A/C AIR CONDITIONER ROCK. (11 7) e CENTRAL ANGLE EXISTING BUILDING 0 20 40 Feet PI.OT_BCgLE_!e_DEPENDA NT_U PON_512 E-Of_PAPER PLANS ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER PLANS ARE i INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER ..a.va. mm mrm waw �m.0 m.a.nm. a ,.w aeo. a o.arc..+ �wPwv+e...am as Fav �YIA,e aalox.wlevPPm 8 laaaaHevoan _ 1+ea�wenur,mae SRN mn. I IEREBYCER TMV TO: DARYL 6 MADELINEBANKS bb'""Ion Toble BANKS & BANKS PC CONSULTING, INC. --T 83 WENT ANTE STREET ATLANTIC BEACH, FL POC vw)- 85 2m FAX (9041 8&23tE \, L A GEOSPATIAL COMPANY R/W BANKSANDBANKSCONSULTING.COM I IEREBYCER TMV TO: DARYL 6 MADELINEBANKS bb'""Ion Toble Abbrev. Code I Description PC POINT OF -CURVATURE 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 BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANS F AC AIR T CH CHORD LENGTH L ARC LENGTH OH OVERHEAD TR TRACT PT POINT OF T6N9ENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE e CENTRAL ANGLE SyiEo� leW f wcrpau+ SYICa v iER aCi[P AAvS 6Ale ®.1®. MOM oAeEr` Y�flfiAmolm 1111=11111ki"AM mom 0®t � �sr�r.-• 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. NOTES i. THIS IS A SITE PLAN. `FZ70RIDAREGISTER U YO 2. FLOOD ZONE 'X' AS BEST ASCERTAINED FROM ROOD PANEL NO l203lCO4OaJ DATED 11-2-2018 DARYL S. BANKS CERTIFICATE #8063 No 8063 STATE OF 3. BEARING DATUM BASED ON THE PLAT OF RECORD 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT DATE DECEMBER 10, 2018 �Z4�DR �Q SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBUC SCALE 11NCH -20 FEET '�O SR'T6�- RECORDS OR FACILITIES OF THIS COUNTY. JOB NO 16730 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 - THIS SURVEY WAS ELECIROANCALLYCER77FIED BYDARYL S. BANKS, PSM BOBS, AS 77AIESTAMPED ON BORDER. MAP SHOW/NG BOUNDARY SURVEY OF WEST 16FEETLOT5, AND THE EAST23 FEET OF LOT 6BLOCK67, ATL4NTICBEACHSECTION'H"AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 6 BLOCK 66 )ND 1/2- IRON PIPE O O 0.5' STAMPED "1704" — — — — — — _ _ _ _ _ _ 0.5' O.0'. SET 1/2" IRON PIPE STAMPED "LB 6470" 5.0' REFERENCE CORNER 6' WOOD FENCE 0.1'- I I I W 3 W o x C) C'0 L.L 0 os I CORNER OF INTERSECTION FOUND 1/2" IRON PIPE STAMPED "1704" LEGEND: — X — = WIRE FENCE 0 = CHAIN LINK FENCE [I = WOOD FENCE B.R.L. = BUILDING RESTRICTION LINE C/L = CENTERLINE CENTRAL ANGLE CH = CHORD L = LENGTH R = RADIUS A = ARC LENGTH NTS = NOT TO SCALE A/C = AIR CONDITIONER — OHE — = OVER HEAD ELECTRIC ,i.:r,`;.:r• = CONCRETE ® = WOOD LOT 5 BLOCK 66 39.00' 6' CHAIN LINK FENCE 0.5' 0.7' 0.5' •ti SET 1/2" IRON PIPE STAMPED "LB 6470" N concrete 5.0' REFERENCE CORNER 10.0 patio PATIO 28.3' BRICK n WEST 44' EAST 23' LOT 6 o LOT 6 BLOCK 67 CN a BLOCK 67 0 2.s' N 12.8' FENCE LOT 4 BLOCK 66 I 7.8' 0.2' I I I � I I I COVERED a.s EAST 34' I Yp o LOT 5 LOT 4 o BLOCK 67 I BLOCK 67 � � I ,o a N 3' PLASTIC I FENCE 7.+9' a "°b'II �D.Y P 0; I FOUND 1/2" IRON PIPERIC STAMPED "8715" .,••• 3.23' REFERENCE CORNER 5 47.00' WATER WIRES ELECTRIC SET 1/2" IRON PIPE METER 3900 TELEPHONE STAMPED LB 6470" BOXES . WEST 9TH STREET (50.00' RIGHT OF WAY) 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. =R.BANKS 1 SUR ME ORS, INC 2866 A 4ANGROVEA VENUE JACKSONVILLE, FL 32246 TEL (904) 641-2520 FAX (904) 641-2060 NOTES THIS ISA BOUNDARY SURVEY. FLOOD ZONE 'x" AS BESTASCERTAINED FROM FLOOD PANEL NO 120075-000ID DATED 4-1:1-1992 BEARING DA 'UM BASED ON THE FIELD ANGLES AS MEASURED. THE NORTHARROW IS ASSUMED. /HEREBYCERT/FY TO. DARYL S BANKS CHASE BANK USA;COMMONWEALTHLAND RTLEINSURANCE COMPANY,LLC; RICHARD G. HATHAWAY, PA; PONTE VEDRA TITLE,LLC THAT THIS SURVEYMEETS THEMIN/MUM TECHNICAL STANDARDSAS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION472027FLORIDA STATUTESAND CHAPTER 61617-6 FLORIDA ADMINISTRA T/VE CODE. FLORIDA REGISTERED SURVEYORS MARVIN R. BANKS NO. 4470 DARYL S. BANKS NO. 6063 THEREMA YBEADDITIONAL RESTRICTIONS THA TAPPLYBUTARENOTSHOWNON THIS DATE JUNE 17, 2005 SURVEYBUT MAYBE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. SCALE 1 INCH = 20 FEET THIS SURVEYDOES NOT DETERMINE OWNERSHIP JOB NO 12610 LICENSE BUSINESS NUMBER 6470 FILE NO B-1456 THIS SURVEYNOT VALID UNLESS THIS PRINT /S EMBOSSED WITH THE SEAL OF THEABOVE SIGNED POOL COPING & POOL STRUCTURE SHALL NOT BE CLOSER THAN 5.0 FT � TO ANY PROPERTY UNE. 6' WOO FENCE I5� TO REMAIN INSTALL 3-4 INCHES 0 BASE / ROCK/ PEBBLE B MATERIAL IS TO BE PERMABLE LOT 6 BLOCK 666 I FOUND 1/2- IRON PIPE 5' STAMPED "1704" _ _ _ _ _ _ _ _ - : _ , 0.0' SET 1/2' IRON PIPE STAMPED "LB 6470" 5:0' REFERENCE CORNER N 5.4 � MAP SHOWING SITE AND DECK PLAN OF: WEST 16FEETLOT5, AND THE EAST23 FEET OFL OT6 BLOCK 67, ATLANTICBEACHSECTIO/V W"AS RECORDED IN PLA T BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA N. 1.0 OF CONCRETE DECK / PAVER DECK PER ENGINEERING REQUIREMENTS MUST SLOPE AWAY FROM POOL MIN. 0.25% SLOPE CONCRETE PS MIN. 3.000 LBSfSO-IN SEE ENGINEERING PLANS FOR DETAIL. /,,-DESIGN LAYER ROCK /PEBBLES AS TO ISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY AS SHOWN BY DRAINAGE ARROWS TYPICAL DRAINAGE SYSTtM ryPE 'A" LOT 5 BLOCK 56 9. do' ' CHAIN NK FENCE 18.0 P P � 6• m O 0 O $.4 FENCE 6" MIN. THICKNESS R/W l INSTALL PROTECTIVE BARRIER----"� 0.1' Z GRAVEL PEBBLE„ / OUTSIDE DECKING OF POOL w a- LAP 7"'COUL POINT OF BEGINNING SURROUND MEETING MIN. FENCE m N 28,3' 11FIGHT AND DOC? REW31REMFITTS POINT OF 3.D BRICK PER FLORIDA BUILDING CODE STAMPED "6715" IPS ISET I- RB <7820) EXISTING ELECTRICAL PANEL - 1. MIN. HEIGHT 48 IN. ff 3.23' REFERENCE CORNER 120 VAC 25-30 AMP PANEL 2. MAX HORI/. SPACING BETWEEN SLATS 4 IN ' 1 INSTALL PLASTIC I 3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN. 9 BASE FOR POOL PUMPS FENCE TO BE INSTALLED WITH A MAX GAP OF 2 IN TO EXISTING GRADE. _ ONE STORY M FRAMED f RESIDENCE LUJ 83 IC <# w WEST 44' EAST 23' ` v LOT 6 CD LOT 6 '- BLOCK 67 cv Q Q BLOCK 67 0 2,9' I { _ N U o Df C3 0 w 0.5' SET 1/2" IRON PIPE STAMPED "LB 6470" u0' ]REFERENCE CORNER 6' WOOD FENCE - 17,8' O2' fl INE ONLY A TEMPORARY SETBACK m 1 FINE POOL AND EQUIPMENT CONSTRUCTION AND INSTALLATION MIN. 5.0 FT FROM ALL PROPERTY LINES 8.1' i I I i l )VERED... 9a, EAST 34' LOT 5 ` N BLOCK 67 # I O 1 o S i) a 2,8' °J2�-'_' m 13.5' ri 3' PLASTIC FENCE O.7' P - CORNER OF INTERSECTION WATER WIRES ELECTRIC SET 1/2" IRON PIPE FOUND 1/2" IRON PIPE METER TELEPHONE STAMPED "LB 6470" STAMPED "1704" BOXES 3'OQ WEST 9TH STREET (50.00' RIGHT OF Wli Y) 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 :Ek_ 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 NOTE'S: 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. 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 DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. DETAIL OI= DECK PLAN 4" MIN xss- ROCK / PEBBLE --MIN, 10 -O tlaONCRETF:DLt� / PAVER PERVIOUS SURROUND DECK PER ENGINEERING REQUIREMENTS x Z IGHT MUST SLOPE AWAY FROM POOL MIN. 0.25% w w� )11, La. m O 0 O m W i ORV 6" MIN. THICKNESS R/W RIGHT OF WAY 5Cr X, CD Y � O > RAIL Z 0_ LL U w a- LAP 7"'COUL POINT OF BEGINNING N m N TRACT FOUND 1/2" IRON PIPE POINT OF m BRICK CTL CONTROL STAMPED "6715" IPS ISET I- RB <7820) a ff 3.23' REFERENCE CORNER L;r ' 1 47.00' 9 3' PLASTIC FENCE O.7' P - CORNER OF INTERSECTION WATER WIRES ELECTRIC SET 1/2" IRON PIPE FOUND 1/2" IRON PIPE METER TELEPHONE STAMPED "LB 6470" STAMPED "1704" BOXES 3'OQ WEST 9TH STREET (50.00' RIGHT OF Wli Y) 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 :Ek_ 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 NOTE'S: 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. 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 DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. DETAIL OI= DECK PLAN 4" MIN xss- ROCK / PEBBLE --MIN, 10 -O tlaONCRETF:DLt� / PAVER PERVIOUS SURROUND DECK PER ENGINEERING REQUIREMENTS x Z IGHT MUST SLOPE AWAY FROM POOL MIN. 0.25% w w� )11, La. m O 0 O m W i ORV 6" MIN. THICKNESS R/W RIGHT OF WAY 5Cr X, CD Y � O > RAIL Z 0_ LL F- In x w a- 1- FT COPING POINT OF TANGENCY _ ` POINT ON CURVE ORV 6" MIN. THICKNESS R/W RIGHT OF WAY In RIGHT OF WAY BK w PROPOSED 6 FT X 18 FT PG I LAP 7"'COUL POINT OF BEGINNING COV'D cr) TR TRACT " MIN. THICKNESS POINT OF 1- FT COPING SLOPE CONCRETE PSI MIN, 3,000 LBS/SQ-IN SEE ENGINEERING PLANS FOR DETAIL. ROCK / PEBBLE PERVIOUS SURROUND MIN. THICKNESS w GICIMMER-�: X x x x x 7GA STALL 5 FT INSTALL 5' FENCE ADDER INSTALL I c ROCK / PEBBLE PERVIOUS SURROUND PROPERTY INFORMATION, ZONING RS -2 0 20 40 SETBACKS I Feet FRONT 20 FEET SIDES 5 FEET PLOT SCALE IS DEPENDANT UPON SIZE OF PAPER REAR 10 FEET ----PLAN`_ ARE 1 -1N- CH_ - 20 FEET 1F PRVNTED ON 18 X 24 AAP€R --- IMPERVIOUS CALCULATIONS PLANS ARE 1 INCH 33 FEET IF PRINTED ON 11 X 17 PAPER DRIVEWAY TO R/W AND WALK = 425 SQ -FT FRONT PORCH = 30 SO -FT BACK PATIO = N/A SQ -FT HOUSE = 1,505 SQ -FT AC PAD = PLASTIC = 0 SQ -FT POOL DECK = (ROCK PERVIOUS SURROUND) = 0 SQ -FT PROPERTY = 3,977 SQ -FT TOTAL IMPERVIOUS = 1,960 SQ -FT PERCENTAGE IMPERVIOUS=49% WATERSHED CALC AREA. TO RAN 2,100 SQ -FT TREE CALCULATIONS NON -SHADE 0 INCHES BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-685-2809 FAX (994)-485-2345 A GEOSPATIAL COMPANY BANKSANDBA NKS€,'O" SULTux(G.ILo I HEREBY CERTIFY TO: DARYL & MADELINE BANKS THAT THIS SURVEY -MEETS BY THE FLORIDA BOARD OF OF AGRICULTURE AND CO 472.027 FLORIDA STATUTES, FLORIDA ADMINISTRATIVE C NOTES 1. THIS IS A SITE PLAN. FLORIDA REGISTER 2. FLOOD ZONE 'Y' AS BEST ASCERTAINED FROM FLOOD PANEL- DARYL S. BANKS CERTIF NO 12031CO408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD DATE DECEMBER 10, 2016 4. :MERE MAY BE ADOI TION.AL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC SCALE 1 INCH = 20 FEET RECORDS OR FACILITIES OF THIS COUNTY. JOB NO 16730 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS Abbreviation J Table Abbrev. Code I Description !. PT POINT OF TANGENCY PDC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED I BLDG BUILDING i CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF IP `IRON PIPE`'_ " SECONDS A/C AIR LIGHT POLE CONDITIONER - NTS NOT TO SCALE A CENTRAL ANGLE Hatch Table Synppt Triple Code ➢escriptlon Symbo4 LP LIGHT POLE WAMVS WATER METER VI 1 ( U1 M2 ... POLE Hatch Table CONCRET_F STEPS COVERED COVERED GRATE Symbol Tnble Code Descrlptlon Symbol WATMET SEATER :METER FP CPIPF IRON PIPE CPDF FOUND G§'I GRATE. TRAFFIC SIG ABoxt CTL CONTROL . IPS ISET I- RB <7820) a RDS OF PRACTICE AS SET FORTH AND MAPPERS UNDER THE DEPT. VICES, PURSUANT TO SECTION 5J-17.050 # s j 0 UNo6063 4 ON BORDER. MAP SHOWING DRAINAGE PLAN OF: WEST 16 FEET LOT 5, AND THE EAST 23 FEET OF LOT 6 BLOCK 67, A TLANTIC BEACH SECTION rH"AS RECORDED IN PLAT BOOK 98, PAGE 34, OF THE CURRENT PUE3LIC RECORDS OF DUVAL COUNTY, FLORIDA ,DETAIL OF POOH AND DRAINAGE AREA SCALE 1 ITCH = 20 FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 POOL COPING ,4 POOL STRUCTURE SHALL NOT BE CLOSER THAN 5.0 FT MIN. 1.0 OF CONCRETE DEC( / PAVER 10 ANY PROPERTY UNE. / DECK PER ENGINEERING P lRDaEhTiS 6' WOOD FENCEIS MUST SLOPE AWAY FROM POOL MIN. 0.25% TO REMAIN SLOPE CONCRETE PSI MIN. DD LBS/SQ-IN SEE ENGINEERING PLANS FOR DETAIL --DESIGN LAYER ROCK /PEBBLES AS TO DISCHARGE RUNOFF OFF TOWARD RIGHT OF WAY INSTALL 3 4 INCHES AS SHOWN BY DRAINAGE ARROWS BASE /ROCK/ PEBB TYPICAL DRAINAGE SYSTEM TYPE "A" @ MATERIAL IS TO BE PERMAB CH ,, FF° i �LV��I•♦ tJ i✓Y L"MAGE BOTH TO STREET& TO REAR LOT LINE PC FOUND 1/2" IRON PIPE I NI i STAMPED "1704" _ _ _ Iwe a the --U g wagthen splash W- ham ORV -�- (12.3 _. x4 2 e FRAMED I SET 1/2" IRON PIPE ab.dm,g ead Thus tha am of a.m. ruined an nreclose a STAMPED "LB 6470" +3, - < I 5.0' REFERENCE CORNER I TLAP POOL am COV'D A Curb -hp ro tet ell.-sion at night tet # 83 - I�l WEST 44' CONC I INSTALL PROTECTIVE BARRIER (11.80') R T - OUTSIDE DECKING OF POOL ry U-I ET I U ROUND MEETING MIN. FENCE AC disposal'.1- a HEIGHT AND DOOR REQUIREMENTS 3.r i � � I PER FLORIDA BUILDING CODE EXISTING ELECTRICAL PANEL o A CtaU tpp at Will, sills f drn-ay enar I. tel 1. MIN. HEIGHT 48 IN. 120 VAC 25-30 AMP PANEL `� I s: PT 2. MAX HORIZ. SPACING BETWEEN SLATS 4 IN INSTALL PLA- C BLOCK 67 ahset In dan.V ode hive ooiW 3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN, BASE FOR POOL PUMPS Q BL0CK FENCE TO BE INSTALLED WITH A/C E -F Fr -W d fr.N sbpe f- highpoim of swats A MAX GAP OF 2 IN NOT TO SCALE CH ,, FF° i TO EXISTING GRADE. L"MAGE BOTH TO STREET& TO REAR LOT LINE PC Only side swab .e ad m drain beth m era street ONE STriQY i ^ Iwe a the --U g wagthen splash W- ham ORV ear roof domapo- K shaJd f>e plusho dust, mat FRAMED I - ab.dm,g ead Thus tha am of a.m. ruined an nreclose a a. s.an nspo al . adm RESIDENCE I --- < I POB am COV'D A Curb -hp ro tet ell.-sion at night tet # 83 - w WEST 44' CONC TYPE "C" LOT GRADING R T - SEC ry U-I ET th I,.. yarv'ms,doyard-a. ahih tarty n a Ill AC disposal'.1- a CH WePtdres ooss.s.tlwn.flh heel g -curb � � I LOT 6 o A CtaU tpp at Will, sills f drn-ay enar I. tel - `� I s: PT I BLOCK 67 ahset In dan.V ode hive ooiW Q Q BL0CK D -E F e A/C E -F Fr -W d fr.N sbpe f- highpoim of swats NTS NOT TO SCALE A CENTRAL ANGLE Z - FINISH FLOOR C) O I FLF\/-1? cn' I I NAVD 88 SET 1/2" IRON PIPE STAMPED LB 6470" `.0' REFERENCE CORNER 6' WOOD FENCE /.;S L0.2' INT ONLY A TEMPORARY SETBACK _ FOR POOL AND EQUIPMENT CONSTRUCTION AND INSTALLATION MIN. 5.0 FT FROM ALL PROPERTY t S.O I I EAST 34' LOT 5 BLOCK 67 y 3' PI A .I FEN( I I GAR=11.95' I ICI U i) I FOUND 1/2" IRON PIPE Rt K STAMPED "6715" k %.3' REFERENCE CORNER �� �� I •''� I � � 47.00' - - - - � • � CORNER OF INTERSECTION WATER 3 WIPES EIECTRIC SET 1/2" IRON PIPE FOUND 1/2" IRON PIPE METER Z J ;1�\ TELEPHONE STAMPED "LB 6470" STAMPED "1704" BOXES 10.0)' (10.1 �' (10.0)' ( WEST 9TH STREET (50.00' RIGHT OF WAY) 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031 CO408J 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 U-PLITILS LOCATED EXCEPT AS MAY BE SHOWN IIFREON. 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. 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 OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 12/15/2018 4:00:17 PM, ARCD C (24.00 x 18.00 Inches) P L O T_ S DETAIL_ OF POOL AND GRAVEL AREA SCALE 1 INCH = / FEET ELEVATIONS SHOWN HERON ARE ACTUAL GROUND ELEV. NAVD88 L I --INK FFN(- •I1'11�% . � 0 lfy tet '. �� �O4 -.nom-to- ._.�, (11.80) a0 � I EXISTING ELECTRICAL PANEL- 120 VAC_ 25-30 AMP PANEL INS FALL PLAS'TIC'- Ili BASE EOR POOL PUMPS t rl!74. 3 ELEVATIONS SHOWN BELOW ARE DESIGNED ELEV. NAVD88 DETAIL OF POOL GRADING AND FENCE BARRIER SCALE 1 INCH = 7 FEET 20 40 Feet LE -IS DEPENDANT UPON SIZE OF PAPER ARE 1 INCH = 20 FEET IF PRINTED ON 18 X 24 PAPER ARE 1 INCH = 33 FEET IF PRINTED ON 11 X 17 PAPER TYPE "A' LOT GRADING ALL DRA 4AGE TO STREET R.arTara-al- behind Yrs house tarry surface watw rsa Gad In sb. mrd syeales (11, nrkt den) wN carry tt at-, f SW -1 d nnaIh she sheet guitars a+tt. pw& scram drainage sy.mm A Cwt -tap -tet ens -t.. a1 hgh-t Ih A 4 Pakeay slope &C Std. Yard. ele ..-0 SwaleId. ,an 1t 2dus G -E .Rea ala E -F PoMa.ir-r rm rlopa up tan hfgh point of -'as I TYPE "8' LOT GRADW Abbrev. Code L"MAGE BOTH TO STREET& TO REAR LOT LINE PC Only side swab .e ad m drain beth m era street PT and to Cie rear kt pn. They OWdanandbadofine ^ Iwe a the --U g wagthen splash W- ham ORV ear roof domapo- K shaJd f>e plusho dust, mat R/W wets ro Nae sbe aweles far drarrago diecpy m th - ab.dm,g ead Thus tha am of a.m. ruined an nreclose a a. s.an nspo al . adm PG The ,dad as Is>ssmm. rho reduces eroabn and ®sposd possible Ian, POB am COV'D A Curb -hp ro tet ell.-sion at night tet APPROX A-6 PaNway Nape BLDG " S'kl.-old. C. b a�. am. W� x.,aar.mn ar rear wee CONC TYPE "C" LOT GRADING R ALL DRAINAGE TO REAR LOT LINE SEC Front malesaro mexMai b tarry -ft. wide, from ET th I,.. yarv'ms,doyard-a. ahih tarty n a Ill AC disposal'.1- a CH WePtdres ooss.s.tlwn.flh heel g -curb L and paakmaY amp are aasaai al Io step steel wamr tom flw'-Ins q A CtaU tpp at Will, sills f drn-ay enar I. tel TR A8 Par4ary dope PT B OMavay gab daags tom spgraft ditve in - ahset In dan.V ode hive ooiW IF, C) Ddreway d-rg de pdre from hon, of Adaig " D -E F e A/C E -F Fr -W d fr.N sbpe f- highpoim of swats NTS DESIGN GRADING AND SILT FENCE LOCATION. CASE - B' (Adjacent Property Nal Oared BY Develepery: - - - - Whan filing U-<. feet &.adjacent property draining to ahe the minimum setback from the property lite shall be 1 toot and a awaletyard dram system shall be constructed with a minimum swate slope of 0.3% and one drainage inlet placed every 3rd lot liras unless approved otherwise. Wn. 10' private easement Sett Fence Property Line for shallow swalesfpfped & yard drain system i -foot minimum off -set 1 v- ., . FIB " ^3:1 Slope 5 feet min- BAiVKS 4K BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GE0 1dATIAL CW31PA? BANKSANDBANKSCONSULTING.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 Ohi THE 01 AT 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 I HEREBY CERTIFY TO: DARYL & MADELINE BANKS THAT THIS SURVEY MEETS BY THE FLORIDA BOARD OF OF AGRICULTURE AND CO. 472-027 FLORIDA STATUTES, FLORIDA ADMINISTRATIVE C DARYL S. BANKS CERTIFICAM # DATE DECEMBER 10, 2036 SCALE 1 INCH = 20 FEET ,TOB NO 16730 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS Abbreviation Table Abbrev. Code Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY I ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR, CONDITIONER CH CHORD LENGTH L ARC LENGTH MH OVERHEAD j ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IF, IRON PIPE " SECONDS A/C AIR CDNDITIDNER NTS NOT TO SCALE A CENTRAL ANGLE Syr W Toole Code Delp 111- Sywbol LP LIGHT POLE COVERED WAMVS WATER METER V ELPM2 Coos Te-1ption Hatch Tobte CONCRETE STEPS COVERED COVERED GRATE Symbol Toole Coos Te-1ption Syasbot WATMET WATER METER 10 FP EPIPF IRON PIPE CPDF L 1SK F GRT GRATE TRAFFIC SIG A m cox CTL. CONTROL - iPS ISET J' RB (7820) . RDS OF PRACTICE AS SET FORTH AND MAPPERS UNDER THE DEPT. W ICES, PURSUANT TO SECTION Z 5J-17:050 S. TF �' No 6063 STATE OF [ FL OR I'D ) ON BORDER. POOL COPING & POOL STRUCTURE SHALL NOT BE CLOSER THAN 5.0 FF TO ANY PROPERTY UNE. 6' WOOD FENCE IS -- TO S- -TO REMAIN INSTALL 3-4 INCHES OF BASE / ROCK/ PEBBLE MATERIAL IS TO BE PERMAH N ' MAP SHOWING SITE AND FENCE PLAN OF: WEST 16FEETLOT5, AND THE EAST23 FEET OF LOT 6BLOCK67, ATLANTIC BEACH SEC TION WAS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DETAIL OF POOL AND GRAVEL AREA 'SCALE 1 INCH = I FEE I MIN. 1.0 OF CONCRETE DECK / PAVER DECK PER ENGINEERING REQUIREMENTS MUST SLOPE AWAY FROM POOL MIN 025% SLOPE CONCRETE fn MI DOO t ac mn_IN SEE ENGINEERING PLANS FOR DETAIL --DESIGN LAYER ROCK /PEBBLES AS TO DISCHARGE RUNOFF OFT TOWARD RIGHT OF WAY AS SHOWN BY DRAINAGE ARROWS TYPICAL DRAiNAcE SYSTEM TYPE "A LOT 5 BLOCK, 66 EXISTING ELECTRICAL 120 VAC 25-30 AMP INSTALL BASE FOR POOL ONE STORY r; FRAMED RESIDENCE # E M� EAST 23' LOT 6 BLOCK 67 2.9' m 2.s' FOUND 1/2- IRON PIPE WATER STAMPED "1704" METER BOXES SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO4:08J 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 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 DiSCLAWr�ER 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. 12/15/2018 4:28:38 PM, ARCH C (24,00 x 18.00 Inches) 4 5.7" 2.8' _1 1 13.5' r'i WIRES ELECTRIC SET 1/2- IRON PIPE 39.0 TELEPHONE STAMPED "LB 6470" WEST 9TH STREET (50.00' RIGHT OF WAY) • BLOCK 66 Description PC FOUND 1/2- IRON PIPE O O�rS STAMPED "1704" - - - - - - - - - - - - - --- POINT ON CURVE 0 0.5' 0.0'. OFFICIAL RECORD VOLUME SET 1/2- IRON PIPE RIGHT OFY WA STAMPED "LB 6470" I 5.0 REFERENCE CORNER -BOOK 6' wuOu 18.0 A POB POINT OF BEGINNING �FENCE INSTALL PROTECTIVE BARRIER-U.I - COVERED STRUCTURE OUTSIDE DECKING OF POOL ■ SURROUND MEETING MIN FENCE BUILDIi:}i� CONC H(ICHT AIDC COOP REQUIREMENTS R RADIUS PER FLORIDA BUILDING CODE SECTION ET 1. MIN. HEIGHT 46 IN. � - OIC ►+�s' fl.!t• f•',`1u�i�I��':�I��A��i��a�L���,L���,j�i��•,:,� A,:�I��A.1�14•�.•i�i°�4" AIR CONDITIONER 2. MAX HORIZ. SPACING BETWEEN SLATS 4 IN CHORD LENGTH 3. MIN. VERT SPACING HORIZONTAL MEMBER 43 IN. OH OVERHEAD ELECTRIC FENCE TO BE INSTALLED WITH ■ PT A MAX GAP OF 2 IN i��•.• ��..1��� = �� t� -•;, •� = �"i.� icy.• PLAT -BOOK TO EMSTING GRADE. IRON PIPE ..� SECONDS A/C AIR CONDITIONER t NTS NOT TO SCALE WI WEST 44' EXISTING PANEL F- LOT 6 a ``■ICAL 1 • 1 ■ A f QBLOCK 67 o Q CD I[JA�)L WN rUUL Fw+s o //C �J L.t- (] o � i i rr� I FOUND 1/2" IRON PIPE ° STAMPmD $315" 3.23' REFERENCE CORNER ------ 47.00' ------ CORNER OF INTERSECTION N ' MAP SHOWING SITE AND FENCE PLAN OF: WEST 16FEETLOT5, AND THE EAST23 FEET OF LOT 6BLOCK67, ATLANTIC BEACH SEC TION WAS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DETAIL OF POOL AND GRAVEL AREA 'SCALE 1 INCH = I FEE I MIN. 1.0 OF CONCRETE DECK / PAVER DECK PER ENGINEERING REQUIREMENTS MUST SLOPE AWAY FROM POOL MIN 025% SLOPE CONCRETE fn MI DOO t ac mn_IN SEE ENGINEERING PLANS FOR DETAIL --DESIGN LAYER ROCK /PEBBLES AS TO DISCHARGE RUNOFF OFT TOWARD RIGHT OF WAY AS SHOWN BY DRAINAGE ARROWS TYPICAL DRAiNAcE SYSTEM TYPE "A LOT 5 BLOCK, 66 EXISTING ELECTRICAL 120 VAC 25-30 AMP INSTALL BASE FOR POOL ONE STORY r; FRAMED RESIDENCE # E M� EAST 23' LOT 6 BLOCK 67 2.9' m 2.s' FOUND 1/2- IRON PIPE WATER STAMPED "1704" METER BOXES SURVEYOR NOTES 1. THIS IS A SITE PLAN. 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO4:08J 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 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 DiSCLAWr�ER 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. 12/15/2018 4:28:38 PM, ARCH C (24,00 x 18.00 Inches) 4 5.7" 2.8' _1 1 13.5' r'i WIRES ELECTRIC SET 1/2- IRON PIPE 39.0 TELEPHONE STAMPED "LB 6470" WEST 9TH STREET (50.00' RIGHT OF WAY) • LINK FENCE Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORD VOLUME R/W RIGHT OFY WA ROW ��i i�i�i� �1,��-� 1�164%��/"6,,�4��1��� �'`L�',A'����/•.r•-`sr�i/,RM� �viAA O'i�: '1 ■" w y�.�st�."Fe�Y�,,°✓°A.e1R.`'�i:�"a'�.<d.6„-:�I��$��iC.�ad."3�`:�°y'i�d.'L�`�.a.0��s�11.p���ad� �� -BOOK PG 18.0 A POB POINT OF BEGINNING COVED COVERED STRUCTURE POOL ,, y ■ BLDG BUILDIi:}i� CONC CONCRETE R RADIUS X21 18.0 SECTION ET ELECTRIC TRANSFORMER � - OIC ►+�s' fl.!t• f•',`1u�i�I��':�I��A��i��a�L���,L���,j�i��•,:,� A,:�I��A.1�14•�.•i�i°�4" AIR CONDITIONER CH CHORD LENGTH OR,1 01� ARC LENGTH OH OVERHEAD ELECTRIC Y RAVEL ■ ■ "SIM �-'�� ,+ '` F �i�iL ■ PT POINT OF TANGENCY i��•.• ��..1��� = �� t� -•;, •� = �"i.� icy.• PLAT -BOOK IP IRON PIPE ..� SECONDS A/C AIR CONDITIONER t NTS NOT TO SCALE ■ CENTRAL ANGLE EXISTING PANEL ``■ICAL 1 • 1 ■ A INSTALL PLAtIC I[JA�)L WN rUUL Fw+s 0 DETAIL OF POOL FENCE BARRIER SCALE 1 INCH = 7 FEET EXISTING 5' CHAINLIj��� EXISTING 6' WOOD Ul 00i 44!101�t 6r4o7 ffill- ,4:'aasw®a°d��► ZONING RS -2 0 20 40 SETBACKS Feet FRONT 20 FEET SIDES 5 FEET PLOT SCALE IS DEPENDANT UPON SIZE OF PAPER REAR 10 FEET -- -PLANS AR'E t ?NDN _ 30 F€ET IF PRN ED OId 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;Q -FT FRONT PORCH = 30 SQ -FT BACK PATIO - N/A SQ -FT HOUSE = 1,505 SQ -FT AC PAD = PLASTIC = O SQ -FT POOL DECK = (ROCK PERVIOUS SURROUND) = 0 SQ -FT PROPERTY = 3,977 SQ -FT TOTAL IMPERVIOUS = 1,960 SQ -FT PERCENTAGE IMPERVIOUS =49% WATERSHED CALC AREA TO RAA! 2,100 SQ -FT TREE CALCULATIONS NON -SHADE O INCHES 0.7' W 0 H X w TYPE "A" LOT GRADING ALL 011",ACC r0 siRF" Rear ya.a-le. behind - house rang -f- - rmm rear yaxd m sive lard -1.(1% mm0m, m) winch arty Yto s� int lr dhpmsel thnmgh the sheat 9- aM f" pork swan bahraW system. A Cmb.top m tat Jim, a hmdon at highest to A -e Parkway slope 0-C Side yard Swale G-0 swAa0lm Wth ig' mdWs E -F fh t.,A.a mar siepa m tom high po'rd of m TYPE "B" LOT GRADING MABJAGIL BOTH TO STREET & TO REAR LOT LINE slide les bot -ded b dr h h to #m street oaten waarotr.. Th7'xhmW1 ap drptba tine dtM drc'%, g was the P�.sh eb k r i maid park IW , pl edI d t A A to b 1 f Wei p dram' lo t Mer.lg ,l. iM the laf ler nee ilia 8 .pm Bete the.-im,te; (skeptas smae as prcsibb. Th'. ad rnslpn ane dinposA ptomains. A Cmb ep M int 9ne a hmsirm at htghesi Im Bomar A -B ParFfi he E,C Sidaswa ca P.aacw•a saa dew . a,dameton or,wr wa® TYPE "C" LOT GRADING ALL ORAWAGE TO REAR LOT LINE m_ F im ae_meei b tarty arta' wMer Iran be rmet yam te sideyarC.awales width ""f it b the marNr 1 n easements m acmes abet T ,o<ba,ha t " _b a padteray Sino era asaensA io stop ar6e1 wAar ram AowFng Orta 0. lot A Cmhlgt A hyh alfa m driveway near low tot A -B Parkway slop. 8 D* -ay grade d,slge tram opq fe Whom � _a dxw ,a dW - � C -O 1114 -ft *-,Wed. poim-Gem rent of imisfig o.E Fmmswete Ef I'm edrve from slope from hlgigoru of 5wales ; Al. __ €� DESIGN GRADING AND SILT FENCE LOCATION._ I IF r CASE "EF (Adjacent Property Not Owned By Developer): When filling 0-4 teat & ad1j n t property draining m site the min'mum-tDacic 6nm the property Tina shall De 1 foot and a swaleyard drain system shall be constructed with a mininntm sw'ale slope of 0.3a;, and one drainage inlet placed every 3rd lot line unless approved otherwise_ Min. 10' private easement Sill Fence Property p rty Line for shallow swmles/piped & yard drain system--sv-�--" - 1 -Riot minimumoff-et Fill __ 3:1 Slope 5. feet min. rt BANKS BANKS CONSULTING, Ili C. 83 WEST 9TH STREET ATLANTIC BEACH, FL (90,f) -6&5-28(N) FAX (904)-685-2345 A-GEOSPATIAL COWANY BANKSANDBANKSt-'k)N''S LTliNG.'C,O5'I 1 HEREBY CERTIFY TO: DARYL & MADELINE BANKS THAT THIS SURVEY MEETS BY THE FLORIDA BOARD OF OF AGRICULTURE AND COI 472.027 FLORIDA STATUTES, FLORIDA ADMINISTRATIVE C+ NOTES - 1. THIS IS A SITE PLAN. FLORIDA REGISTER 2. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL DARYL S. BANKSCERTIF NO 12031CO408J DATED 11-2-2018 3. BEARING DATUM BASED ON THE PLAT OF RECORD DATE DECEMBER 10, 2018 _ _ - - 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE Nut SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC SCALE I INCH = 20 FEET RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP JOB NO 16730 6. LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED 8Y DARYL S, BANKS, PSM 6463, AS Abbreviation Table Abbrev. Cade Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC POINT ON CURVE ORV OFFICIAL RECORD VOLUME R/W RIGHT OFY WA ROW RIGHT OF WAY BK -BOOK PG PAGE POB POINT OF BEGINNING COVED COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDIi:}i� CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT i PT POINT OF TANGENCY PB PLAT -BOOK IP IRON PIPE " SECONDS A/C AIR CONDITIONER t NTS NOT TO SCALE A CENTRAL ANGLE Hatch Table symbol Tnble Cade De-1ption Symbol LP LIGHT POLE WAMVS WATER METER M c. Pilc - Hatch Table CONCRETE STEPS COVERED COVERED GRATE Symbol Tnble Code D--4f1lptlan Symbat WATMET WATER METER FP CPIPF IRON PIPE CPDF GPT GRATE ° TRAFFIC SIG BOX a,y CTL CONTROL IPS SET II' RB (7820) • RDS OF PRACTICE AS SET FORTH AND MAPPERS UNDER THE DEPT. 'VICES, PURSUANT TO SECTION t 5J-17.050 " #60 t No 6063 STATE OF f1��,4� OR 10P 4 $ AM D ON BORDER.