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1823 ATLANTIC BEACH DR - POOL DRAWINGSFLOW THRU SPA NO SKIMMER TYPICAL GR.'FOR ITH W # 3 SKIMMER # 8ACU TO p hM OPTIONAL 12V LIGHT W/TRANS. %a" BRASS OR PVC (SEE NOTES) NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING ENTRY REQUIRED SWIM -OUT OR LADDER (SEE NOTES) REQUIRED (GR/#8 CU) / WHERE DEPTH OVER 5' DEEP (SEE NOTES) RAIL OPTIONAL GENERAL POOL PLAN Scale: Not to scale. 2'-9" Min. EXCEPT FOR SLOPING ENTRIES. 4'-0" Max. WATER LINE EXCEPTION: ROPE AND FLOATS INSTALLED IF LESS THAN 4'-6" POOL SECTION DETAIL Scale: Not to scale. OPTIONAL DECK W/ 1 y" PITCH IN IV 11.0° Max. SB2836,6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLI COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGR iDE, AND 18 TO 24 INCHES FROM INSIDE LFA SWIMMING O ALTERNATIVE OR EQUIVALENT TOCOMPL COMPLIANCE WITH s. 6l80.26(c) OF TH NATIO S DEEMED A AL PERMISSIBLE ELECTRICAL CODE. E� PAVERS OR FOOTING 4" DECK 2,500 F DECK FINIS' OPTIONAL psi (Min.) LONG PER CONTR W/FIBER MESH (NON -SLIP) g" POOL FINISH PER CONTRACT BEAM 8. 7" BAR _f L..-.� .-.-.-•-• _ .__, _ __ __- l . DESIGN, CONSTRUCTION AND WORKMANSHIP 8" X 8" FOOTING OPTIONAL SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, AND W/(2) #3 BARS 8" FINISH %" OR (1) 95 BAR 6' MARCITE OR OPERATED INTERMITTENTLY IT SHALL HAVEAONEHOURTURNOVER,IFCONTIN000S A SIX HOUR EXPOSED 6" Min. WALL &FLOOR THICKNESS. 3,500 psi (MIN.) CONC. #3 BARS ON AGGREGATE 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN. OVERLAP. W/CONC. TO ASTM A15. A16. ASTM A30-5 WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS 2" MIN.COVERAGE ON STEEL WATER DEPTH WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE Structural subject to suitable soil conditions. LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE POOL SPA DECK, BEAM, WALL & FL ; OR DETAIL Scale: Not to scale. 7 IN A CORNER. 5. CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM RAIL OPTIONAL STEPS OPTIONAL > MAIN DRAIN REQUIRE IO CIRCULATN (TAMPER PROOF,/SEE NOTES) LINE >LIGHTING &BONDING SAME AS POOL >NO LIMITATIONS ON SHAPE GENERAL SPA PLAN Scale: Not to scale. ..- AC! K1 DCA111DFMFNTS SPECIAL SPA REQUIREMENT b: 1. MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX. L..-.� .-.-.-•-• _ .__, _ __ __- l . DESIGN, CONSTRUCTION AND WORKMANSHIP 2. FLOOR SLOPE 1:12 MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, AND 3. STEPS: EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. APSP/ICC 6 AND APSP/ICC 7 BASED ON THE INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF THE SPA IS POOL TYPE. OPERATED INTERMITTENTLY IT SHALL HAVEAONEHOURTURNOVER,IFCONTIN000S A SIX HOUR 2. SEE NSPI FOR DIVING WATER ENVELOPES. 3. SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION TURNOVER. 4. MAXIMUM TEMPERATURE 104 DEGREES. REQUIREMENTS. A. ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED 5. MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS SIGNS. 6. PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET WATER DEPTH WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LOCAL CODE IF GREATER. LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE FLORIDA BUILDING CODE R4501 DEEP END. USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED THE: POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS IN A CORNER. 5. CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH COMPLY WITH NSF 50. THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE 6. THE MAXIMUM TURNOVER RATE IS 12 HOURS. 7. FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. CODES INCLUDING PLUMBING, ELECTRICAL AND 8. PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. 6 FPS. RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. SHALL MEET NSF 50 AND THERE SHALL BE PRESSURE VELOCITY 10 FPS, SUCTION THE POOL PLAN SHALL SHOW THE DESIGN 9. SURFACE SKIMMERS ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. PLUMBING AS PER THE SAMPLE WITH THE MAIN DRAIN 10. APPROVED MANUFACTURED INLET FITTNGS FOR THE RETURN POOL WATER SHALL BE PROVIDED ON THE INFORMATION REQUIRED SHOWN. PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' OF RECIRCULATED BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AS SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED AND AN ALTERNATE THE APPROVED DRAINS MAY BE CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL INCORPORATE A CONVENIENT MEANS OF PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION STRUCTURE AND SHALL SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION GP"I ES MAY BE USED IF APPROVED AT A MAXIMUM PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE BETWEEN ANY TWO REQUIRED INLETS SHALL OF 1 Y2 FPS AND THE SUCTION PIPING IS RECESSED SHORTEST DISTANCE FROM THE GRATE THE DISTANCE EQUAL TO THE PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION BE AT LEAST 10 FEET (3048 MM). 1 1. HEATER SHALL MEET ANSI -Z21.56 OR UL 1261 OR UL 559. SUCTION 12. DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. ARS MUST BE DESIGNED FOR A MINIMUM 25 GPM. 13. PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: LOCAL CODE IF GREATER. 14. RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET PIPES, VALVES, PUMP(S) OFF SWITCH. SECTONS 454.2.17 TO COMPLY WITH SECTION 454.2.10 5. WASTE DISPOSAL ELECTRICAL REQUIREMENTS: SAMPLE ONLY. EACH AP?LICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Skimmer per 800 sf) s ft x ave depth x 7.481 gal cf = gallons Pool Volume: q• minutes Time in Hours: hours x 60 min/hr = Flow Rate: gallons / minutes = 9pM PIPE SIZING CHART (MAXIMUN) PIPE SUCTION PRESSURE I Y" 35 GPM 65 GPM 2„ 60 105 2 Y2 90 147 135 230 3235 396 4" FOR POOLS WITH VOLUME =15,000 GALS PUMP: STA -RITE P6E6D1_ OR HAYWARD SUPER 11, 3/4 HP, 42 GPM @ 60' TDH TURNOVER RATE: 6 HOURS, 360 MINUTES FILTER: STA -RITE PTM-50, 50 GPM OR HAYWARD C751,75 GPM MAX. MAIN DRAIN: HAYWARD WG1048E CLEARNER: HAYWARD VAC -LOCK MAIN SUCTION PIPE SIZE: 2" SKIMMER SUCTION PIPE SIZE: 2" CLEANER/VAC PIPE SIZE: 1.5" RETURN PIPE SIZE: 1.5" * MAIN DRAINS AS OF 12-19-08 ANSI/ASME A112.19.8-2007 1. WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE 6TH EDITION -RESIDENTIAL AND NEC 2014. 2. NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL,BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL RIEQUIREMEM AM CONDITIONS CLIENT INFORMATION Name Shields Residence Address 1823 Atlantic Beach Dr. Atlantic Beach, FL Simvlified Total Dynamic Head (TDH )Calculation Worksheet Minimum Flow Rate Required: 35 GPM Per Skimmer. ( Rejquired: 1 Skimmer per 800 Square Feet of Surface Area) Determine Maximum Svstem Flow Rate 1. Calculate Pool Volume 336 * 4.5 * 7.481 (Gal/Cubic Foot = 11,311 ( Surface Area) ( Avg. Depth) ( Vol. In Gallons) 2. Determine Preferred Turnover Time in Hours: 6 * 60 ( Min./Hou) = 360 ( Hours) ( Turnover In Mins.) 3. Determine Max. Flow Rate 11,311 / 360 + 20 = 60 ( Vol. In Gallons) ( Turnover In Mins.) (Fe ture Flow) ( System Flow Rate) 4. Spa Jets 6 * 15 GPM Per Jet = 90 (No. Of Jets) ( Jet Flow) ( Total Jet Flow) For single pump pool/spa combo, use the higher of No. 3 r No. 4 in the following calculations for pool & Spa Determine Maximum System Flow Rate Branch Piping to be 3" Inch to keep velocity at 6 PS max at 100 GPM Max. System Flow Rate Trunk Piping to be 2.5" Inch to keep velocity at 8 FPS max at 100 GPM Max. System Flow Rate Return Piping to be 2" Inch to keep velocity at 1 C FPS max at 100 GPM Max. System Flow Rate Determine Simplified TDH 1. Distance From Pool to Pump in feet 50 2. Friction Loss ( In Suction Pipe) In 2.5" 3. Friction Loss ( In Return Pipe) In 2" 4. 50 * 0.09 = 4.5 ( Length of Suction Pipe) (Ft. of Head) 5. 50 * 0.16 = 8.0 ( Length of Return Pipe) (Ft. of HeacD Determine Simplified TDH Pump Selection Zodiac VS, 2.7 HP Main Drain Cover CMP -25513 InchIpe per 1 Foot at 100 Inch P pe per 1 Foot at 100 r -- TDH Calculation Options Simplified Total Dynamic Head (STDH ) Complete STDH Worksheet - Fill in all blanks ❑ Total Dynamic Head (TDH) Complete Program or other Calcs. Fill in required blanks on worksheet & attach calcs. Ej Maximum Flow Capacity Of the new or replacement pump Notes 1. If a variable speed pump is used, use the max. pump flow in calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to be used. 5. In -Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al 12.19.8 and be embossed with that edition approval. 6. Pump, Filter & Heater make and model cannot change, and equipment location cannot be moved closer to the pool without submitting a revised plan and TDH calculation worksheet for approval. GPM = 0.09 ( From Pipe Flow/Fricton Loss Chart) GPM = 0.16 ( From Pipe Flow/Fricton Loss Chart) TDH In Piping 12.5 Filter Loss In TDH ( From Filter Data Sheet) 28.0 Heater Loss In TDH ( From Heater Data Sheet) 15.0 Total All Other Losses N/A TOTAL DYNAMIC HEAD 53.0 Using Pump Curve for TDH & System Flow Rate ( System Flow Rate must not exceed approved cover flow rates) Note: Minimum System Flow Rate based on minimum flown per skimmer of 35 GPM. Determine The Number & TVDe of Reauired In -Floor ( Check all that apply) CMP -25513 ❑ G 0 0 ANS//APSP-72006 Specifies three methods for deto The following TDH calculation is one of the methods i Outlets At 150 GPM Max. Flow ( See Note 2 ) i Outlets At GPM Max. Flow ( See Note 3 ) i Outlets At GPM Max. Flow ( See Note 4 ) the maximum system flow rate. Date Contractors Signature Contractors Printed Name Contractors Telephone Flow and Friction Loss Per Foot Schedule 40 PVC Pipe P S I Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauoel * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38,9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 1 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71 A 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78,5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 * NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. SWIMMING POOL SPECIFICATION FOR: Shields Residence 1823 Atlantic Beach Drive, Atlantic Beach FL a a m W .a . J N o V �.{ Revisio Date ih riacrrintinn Date: Drawn Velocity - Feet Per Second Pipe Size 6 FPS 8 FPS 10 FPS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' 1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21' 2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16' 2.5" 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' 3" 138 GPM 0.04' 181 GPM 0.07' 227 GPM 0.10' 4" 234 GPM 0.03' 313 GPM 0.05' 392 GPM 0.07 6" 534 GPM 0.02' 712 GPM 0.03' SWIMMING POOL SPECIFICATION FOR: Shields Residence 1823 Atlantic Beach Drive, Atlantic Beach FL a a m W .a . J N o V �.{ Revisio Date ih riacrrintinn Date: Drawn rw SIOT ,9E f ml food MON �' U 11 9 rru14 MAP ASH047NG BOUNDARY SURVEY OF LOT 45 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 RECQROW a'! PLAT BOOK 67 PAGES 7=-137 OF THE C1 ODV PMC RECOMS OF CUM COGa Y AA CER TV- "M4 ALLEN MWES / QLD REP!SUC WOM RRE urSURANCE COk~ CRABTREE LAW GWU- r �A 19 s' OE AIL 'S'�'i!* 10 , (NOT i SCALE) r. $ y� � , G e. 0 ,1 4v AQ 41 NOTE, vk SIJIM O TIES #+Ova HSCO t LIRE TO tWE F{I{aAMON _+a.:7 AA TgMiYUR.4R �A �s�'� CURVE �DyA�TA Nwhi.e i'4 w `��* /. E• R •• 400.00' A s We�r MANNOLE "VAifC00'") ELEVA%OWN N67 ON AM TO HAVO OF 1988 +dw: w,Q. 11•.4", 0-ta-» mWDAMN., k.LL #ISO (FlEZD) DETAIL `A' O" ) (NOT TO SCALE) un a Now S -o( BON!ADMPr, T r01 so rr ): *AilS0.35i: 0/01116(nw) 692M 04/22/lecmD) AIRS SURMCY YAS 'FMf7AE 1tAY an rma SURVEY TW 79.0 oc;,pow Qr A TRIL CeilA9TAlrrlf?. t!'' 73 vog CR1CAt4 s c dA£ N"f. S 9N0+►'!E Y 'w' N 1MC RIS. Ct' iiiS. NJNff.. 1/ 2' EP. 31t$ iiK AQT SSY�N NSALda 19 N THE SPECN:, OUM =3 ZNF 7 AS S19W 4r1 Fl.00D WStIRMCE 4ATE YAP OA06 N rm rc ow or 06-0.-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. 3uei�iats - .3731 sw .OAi P&4ff- SUM 13 - 1L /w"K 3us7 - 004am-am - &CD= lAw &.60M ?a -my '� 7 1Ni5 Mi i4 C!$Si/'Y Lk4T 7414' 18WC tJwD$ iYFRC Sti1h11iA C1MbER RR REPONSIRM �PLRY310N AND .TS SNDas isol T " y t w � "TNEAE c 0"m Afr6,5 tWtT THC SCNI'yEY SNDaiP NCRLON 110E'i4 THE iCigYtNl rt>:iu/TsL ST.Va]R�S crov roam br ti.t NRI" SOW OF �. SURVEIM ,AND VAPPERS ALL :. 1• �..a. - une.rt PNRSUAT/t 10 CNAPrER 472.C27 / CNAPT[R $1017-6. rLQRtOA STATVTCS. r wrA af a a+a -' �+ � a=. Villa=. SURVEY 1#1 VAUD mas VAMSM Qt SEX JAMES S 1URR'{9GIi. t No 2647 � QRtl1A �a -4) wptAD ti kit 31 iA '*-Al 7 y► - rrld.p«r . roar ..ate a .RAstarw . ma y, WA DATE 04-20-14 - ` B P F r� i I06 1 000 i r*Ab Aft 1 i I i 4A Y 1 i it 00 Fg. PRM DR. !r/ pK P�ib�29•iSA836-rNL agllC7► Akt. iSAS16 �' tQtJ9 3 � r O / ✓ a MAP SHOWING SURVEY OF LOT 45, ATLANTIC BEACH COUNTRY CLUB UNIT 2, AS RECORDED IN PLAT BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 9A (9 00 0 -A) -A) A9 0 SILT FENCE 0 C1°•6) 0 A2 C) 0 (10 C) (10.8) 70 C EXIST. HOUSE SITE (ING C� (Ao. C �SV -7 1� �-(0 $� 1,2,3) � \ � / '' \� � C�. SILT FENCE C-1 10' MIN. WOOD POST o —TYPE "A" FILTER FABRIC 4 � F1' O.C. FOR TYPE 'A" FABRIC N. "A" :R FABRIC \ / '\� y- (A0.9) DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN LOT 45 2—STORY FRAME RESIDENCE LOT SIZE 7,203± SQ. FT. DRIVEWAY TO R/W 499± SQ. FT. CONC. PADS 21 ± SO. FT. WALK PATH/PATIO 847± SQ. FT. HOUSE 2,887± SQ, FT. RIGHT—OF—WAY LENGTH 60.00 FT. TOTAL IM -PERVIOUS COVERAGE 4,254± SQ. -- F DRAINAGE LEGEND 00.0 00.0 PROPOSED SPOT EL. SF — SILT FENCE 4(-- (00-0) EXIST. SPOT EL. FcT] CHEMICAL TOILET 20 N,T,S, NOTES: 1. INSTALLATION MUST BE INSPECTED AND APPROVED BY PUBLIC WORKS BEFORE ANY SITE WORK IS STARTED. 2. PROVIDE INLET PROTECTION IF EXISTING STORM WATER INLETS ARE ADJACENT TO PROPERTY. 3. ON SITE DUMPSTER MUST BE ATLANTIC BEACH FRANCHISE APPROVED. COAB CODE OF ORDINANCES — SEC. 6-18. GRAPHIC SCALE 0 10 20 40 ( IN FEET ) I inch = 20 ft. lc'044 Z > w U) LLJ -j (D 0 < < 0 Z UJ a- < mew 0 LL Z W Z U) U) < Z z 0 < C/) ce) 00 U) z 0 C) r REVISIONS A SHEEP NO. PLOT DATE: 09/27/2018 DRAWN BY: CK 80 DESIGNED BY. RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71813.00 SHEEP NO. MAP SHOWING SURVEY OF LOT 45, ATLANTIC BEACH COUNTRY CLUB UNIT 2, AS RECORDED IN PLAT BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. g2 .� •4'`� t10 �� f � cso -7 <10 Q (12 Q THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE OF 0.2% ANNUAL_ CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0406H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. w - <1 ��o �'�" �, "NOT VALID WITHOUT THE SIGNATURE AND 10.8) THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." z x Q�Qpp o P ppOL ED �g�1) OD°�� ��0°O 0 .8 DRAINAGE NOTE: Cl- 00 THE COVERED PORCH AND STOOP SHALL BE o00 �� 0 000 0 CD r,y `y ( o o z SLOPED AT MIN. 1 % AWAY FROM STRUCTURE. AT THE o SCO o�-�`��o -� `��' X �`�'Ro�'osED x �g3� CONNECTION PONT o a ®® © oLj N� v F oil BECK ,o I OF THE PORCH AND STOOP THE \ O C1° 1 Sia g F �`� J 0 1� � Q �i �1?;$ �o �\�� \5� o� X�1o.5� \ TYPICAL ELEVATION DROP SHALL BE 4 INCHES. o 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. °000�Gij�� o��0000° �1po1i � 5i, \ X12' ,J 0 0) 3. INSTALL 6 YARD DRAINS W/ UNDERGROUND 6 SOCK DRAIN(Sj 1�i ' S) 'mo i �v W \ ,, <0 t FROM BOTTOM OF RETENTION AREA TO BE USED AS A OVERFLOW >_ j ��,,�g� WITH POP—UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS og r.- ! ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6 SOCK = _ g 6, O \ 3g x 6 5 `` j� `10• „i 1p �� DRAIN PIPE. Q 0 a -J (g g \` ° 4. CITY OF ATLANTIC BEACH ORD. CODE SEC.24-66(B) ON C) o Z z SITE RETENTION Z /Q z 0-� g g1) \� '� <� 5. RETENTION AREA TO RETAIN 993cuft OF WATER FOR 25YR. QD STORM INTENSITY OF 9.3 INCHES. M 0 DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN N a OAR C� \ L gyp` o_ �9 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2 BEARINGS BASED ON THEN ORT LINE OF I _OT LOT 45 2—STORY FRAME RESIDENCE LOT SIZE 7,203± SQ. F-,._ DRIVEWAY TO R/W 499± SQ. FT. CONC. PADS u 21 ± SQ. FT. WALK PATH/PATIO 847± SQ. FT, PROPOSED POOL PATIO 830± SQ. FT. HOUSE 2,887± SQ. FT. RIGHT--OF—WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 5,084± SQ. FT. 70% H 45, EING NORTH 57'18'44" EAST, AS PER PLAT, 3. NO BUILDING RESTRICTION LINES PER PLAT. 4. BENCHMARK USED IS A MAG NAIL AND DISK No. LB 672 IN EDGE OF PAVEMENT OF ATLANTIC BEACH DRIVE ADJACENT TO DONN W. BOATWRIGHT, P.S.M. RESIDENCE No. 1679, ELEVATION= 7.35 (N.A.V.D. 1988. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3205 5. SITE BENCHMARK SHOWN HEREON. 6. FIP DENOTES FOUND 1/2" IRON PIPE. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 7. ARF DENOTES ALUMINUM RAIL FENCE. r DRAINAGE LEGEND - PRE—FLOW ARROW 00.0 00.0 PROPOSED SPOT EL. �- POST—FLOW ARROW PROPOSED SHALLOW TOB REVISIONS (00.0) EXIST. SPOT EL. — — 6" PVC PIPE GRAPHICSCALE PLOT DATE: 09/27/2018 DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71813.00 ( IN FEET ) SHEEr No. I inch = 20 ft. F N W F � � N Qo o� u- 0 J W MOWS O Y Z- 0 T- r aU- M N bo y w - <1 ��o �'�" �, "NOT VALID WITHOUT THE SIGNATURE AND 10.8) THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." z x Q�Qpp o P ppOL ED �g�1) OD°�� ��0°O 0 .8 DRAINAGE NOTE: Cl- 00 THE COVERED PORCH AND STOOP SHALL BE o00 �� 0 000 0 CD r,y `y ( o o z SLOPED AT MIN. 1 % AWAY FROM STRUCTURE. AT THE o SCO o�-�`��o -� `��' X �`�'Ro�'osED x �g3� CONNECTION PONT o a ®® © oLj N� v F oil BECK ,o I OF THE PORCH AND STOOP THE \ O C1° 1 Sia g F �`� J 0 1� � Q �i �1?;$ �o �\�� \5� o� X�1o.5� \ TYPICAL ELEVATION DROP SHALL BE 4 INCHES. o 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. °000�Gij�� o��0000° �1po1i � 5i, \ X12' ,J 0 0) 3. INSTALL 6 YARD DRAINS W/ UNDERGROUND 6 SOCK DRAIN(Sj 1�i ' S) 'mo i �v W \ ,, <0 t FROM BOTTOM OF RETENTION AREA TO BE USED AS A OVERFLOW >_ j ��,,�g� WITH POP—UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS og r.- ! ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6 SOCK = _ g 6, O \ 3g x 6 5 `` j� `10• „i 1p �� DRAIN PIPE. Q 0 a -J (g g \` ° 4. CITY OF ATLANTIC BEACH ORD. CODE SEC.24-66(B) ON C) o Z z SITE RETENTION Z /Q z 0-� g g1) \� '� <� 5. RETENTION AREA TO RETAIN 993cuft OF WATER FOR 25YR. QD STORM INTENSITY OF 9.3 INCHES. M 0 DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN N a OAR C� \ L gyp` o_ �9 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2 BEARINGS BASED ON THEN ORT LINE OF I _OT LOT 45 2—STORY FRAME RESIDENCE LOT SIZE 7,203± SQ. F-,._ DRIVEWAY TO R/W 499± SQ. FT. CONC. PADS u 21 ± SQ. FT. WALK PATH/PATIO 847± SQ. FT, PROPOSED POOL PATIO 830± SQ. FT. HOUSE 2,887± SQ. FT. RIGHT--OF—WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 5,084± SQ. FT. 70% H 45, EING NORTH 57'18'44" EAST, AS PER PLAT, 3. NO BUILDING RESTRICTION LINES PER PLAT. 4. BENCHMARK USED IS A MAG NAIL AND DISK No. LB 672 IN EDGE OF PAVEMENT OF ATLANTIC BEACH DRIVE ADJACENT TO DONN W. BOATWRIGHT, P.S.M. RESIDENCE No. 1679, ELEVATION= 7.35 (N.A.V.D. 1988. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3205 5. SITE BENCHMARK SHOWN HEREON. 6. FIP DENOTES FOUND 1/2" IRON PIPE. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 7. ARF DENOTES ALUMINUM RAIL FENCE. r DRAINAGE LEGEND - PRE—FLOW ARROW 00.0 00.0 PROPOSED SPOT EL. �- POST—FLOW ARROW PROPOSED SHALLOW TOB REVISIONS (00.0) EXIST. SPOT EL. — — 6" PVC PIPE GRAPHICSCALE PLOT DATE: 09/27/2018 DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71813.00 ( IN FEET ) SHEEr No. I inch = 20 ft. Z 3 0 MAP SHOWING SURVEY OF LOT 45, ATLANTIC BEACH COUNTRY CLUB UNIT 2, AS RECORDED IN PLAT BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. T' X (�0.9) t? 79) NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON THE NORTH LINE OF LOT 45, BE NG NORTH 57'18'44" EAST, AS PER PLAT, 3. NO BUILDING RESTRICTION LINES PER PLAT. 4. BENCHMARK USED IS A MAG NAIL AND DISK No. LB3672 IN EDGE OF PAVEMENT OF ATLANTIC BEACH DRIVE ADJACENT TO RESIDENCE No. 1679. ELEVATION= 7.35 (N.A.V.D. 1988). 5. SITE BENCHMARK SHOWN HEREON, 6. FIP DENOTES FOUND 1/2" IRON PIPE. 7. ARF DENOTES ALUMINUM RAIL FENCE. s �a _P °• �(12?3 (10• r O bio ` 9A 0 10.8) \\\\ PROPO"E Q �`•8 4> 0) �, 'o. X �y'ROPOgED DECK X 110.5 11 0) 0 v, 9 "000, DIMENSIONS SHOWN HEREON ARF PFR FIRST FI nnR PI :ata LOT 45 2—STORY FRAME RESIDENCE LOT SIZE 7,203± SQ. FT. DRIVEWAY TO R/W 499± SQ, FT. CONC. PADS 21 ± SQ. FT. WALK PATH/PATIO 847± SQ. FT. PROPOSED POOL PATIO 830± SQ. FT. _ HOUSE 2,887± SQ. FT. RIGHT—OF—WAY LENGTH 60.00 FT. [TOTAL IMPERVIOUS COVERAGE 5,084± SQ. FT. 70% DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3205 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 "NOT VALID WITHOUT THE SIGNATURE AND v 0 N THE ORIGINAL RAISED SEAL OF A FLORIDA W LICENSED SURVEYOR AND MAPPER." N U) N > M DRAINAGE NOTE:co Q � 1. THE COVERED PORCH AND STOOP SHALL BE �o J � SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE ® o OR co �Jm4 o a w w Q o LLJ W J�� V g Z rn ^ THE PROPERTY SHOWN HEREON LIES IN ® � a m W oQ°Q FLOOD ZONE "X" (AREA OUTSIDE OF `� o ~�aU- 0.2% ANNUAL CHANCE FLOODPLAIN) AS BELOW F.F. ELEV. WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. °°0000911 Q M 12031 CO406H, REVISED JUNE 3, 2013 4��% 3. INSTALL 6" YARD DRAINS W UNDERGROUND 6 SOCK DRAIN(S� to FOR DUVAL COUNTY, FLORIDA.' FROM BOTTOM OF RETENTION AREA TO BE USED AS o > WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS o y "NOT VALID WITHOUT THE SIGNATURE AND v THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." o DRAINAGE NOTE:co 1. THE COVERED PORCH AND STOOP SHALL BE SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE ® o CONNECTION POINT OF THE PORCH AND STOOP,THE o a w w Q o LLJ TYPICAL ELEVATION DROP SHALL BE 4 INCHES. fl o ® a ® � a o O � z `� o 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N S0�00 BELOW F.F. ELEV. °°0000911 0 4��% 3. INSTALL 6" YARD DRAINS W UNDERGROUND 6 SOCK DRAIN(S� FROM BOTTOM OF RETENTION AREA TO BE USED AS A OVERFLOW > WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. DOWNSPOUTS o ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6 SOCK = CD z g DRAIN PIPE. C) o a m 0 4. CITY OF ATLANTIC BEACH ORD. CODE SEC.24-66(B) ON L z z SITE RETENTIONz _r Q 5. RETENTION AREA TO RETAIN 993cuft OF WATER FOR 25YR. II.'cin STORM INTENSITY OF 9.3 INCHES. N °o 0 a DRAINAGE LEGEND ,:- PRE–FLOW ARROW 00.0 00.0 PROPOSED SPOT EL. POST–FLOW ARROW PROPOSED SHALLOW TOB REVISIONS (00.0) EXIST. SPOT EL. — _ 6" PVC PIPE GRAPHIC SCALE Piny neTF no DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDP CHECKED BY: RDP SCALE AS NOTED JOB NO.: 71813.00 ( IN FEET ) SHEET NO. 1 inch = 20 ft. �s E 0.2) 'A 0 -3) ON-' PAFO 7,203± SQ. FT. DRIVEWAY TO R/W 499± SQ. FT. CONC. PADS 21± SQ. FT. 0, 847± SO. < 0) . 2,887± MAP SHOWING SURVEY OF LOT 45, ATLANTIC BEACH COUNTRY CLUB UNIT 2, AS RECORDED IN PLAT BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. "D 0 SILT FENCE o 0 -v, MY (A2 \156) r7o ��j0) `0 u 1-,' 1-1 \ \� (10.8) � oo (_70 C (AD -5) DOST. HOUSE (AG.A) E G Cep g2� -J\ C 7� 9 SILT FENCE > 19-9- C; 0 (A 5. 10' MIN. WOOD POST --TYPE "A" FILTER FABRIC 4" i4 6' O.C. FOR TYPE "A' FABRIC U. *A' .R FABRIC TEMPORARY SILT FENCE �\ "- ">� 1 ;11 oo-9) DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN LOT 45 2 -STORY FRAME RESIDENCE LOT SIZE 7,203± SQ. FT. DRIVEWAY TO R/W 499± SQ. FT. CONC. PADS 21± SQ. FT. WALK PATH/PATIO 847± SO. FT. HOUSE 2,887± SQ. FT. RIGHT-OF-WAY LENGTH 60.00 FT. TOTAL IMPERVIOUS COVERAGE 4,254± SQ. FT. 59% DRAINAGE LEGEND 00.0 o/ 00.0 PROPOSED SPOT EL. SF — SILT FENCE (00-0) EXIST. SPOT EL. Fal CHEMICAL TOILET 20 N,T.S. NOTES: 1. INSTALLATION MUST BE INSPECTED AND APPROVED BY PUBLIC WORKS BEFORE ANY SITE WORK IS STARTED. 2. PROVIDE INLET PROTECTION IF EXISTING STORM WATER INLETS ARE ADJACENT TO PROPERTY. 3. ON SITE DUMPSTER MUST BE ATLANTIC BEACH FRANCHISE APPROVED. COAB CODE OF ORDINANCES — SEC. 6-18. GRAPHIC SCALE 0 10 20 40 ( IN FEET ) I inch = 20 ft. r REVISIONS A DRAWN BY. CK 80 DESIGNED BY: RDP CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71813.00 SHEET NO. 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'l , swafa*ow 9861 .40 » a (KYN OL 2038 NO3M mom sNaytin ,-�, 310Fsn+rt n lut= ��ra Aye r .• �- OW6 - V .0()'00*on H • R41i•. �•�fFRi.it o+. � ' •,y'C� �� YIYD 3111!!x} 1w lKirt3C�7 •• '� i V� 14OLLVCNMJ 3fu 01 M Y3 Oi+Ac m3d3}9 MONS s3u Wtuv0N wr Ya \ r 1.81 ♦ yF !�'� - .'.o. �V v 0 9 (31vos s ION) 1 v) tL 0 ..5 �L PAO do do dr4blo Ma'7 3381GVW / ANYaM.1 32VVWUT3i 311U 7YNp1VN JI78J7 a G70 / SYMON f077V SWUMM x71 1133 YU :(Wf117J 7Wb !0 SQtW-V 2rWfd 004200 3N1 JO ZCI-Zrt S"Vd C9 NOW IVId td GX7W32I 9 JIM M70 AdL)VR0a H.?V S&r OUNVVY J0 dVJY NO XA0HS Sy SP' 107 VfJWFWVVIIV Jo M2112S Ad6'aNI20s ONL410HS dim r 0 MAP SHOWING SURVEY OF LOT 45, ATLANTIC BEACH COUNTRY CLUB UNIT 2, AS RECORDED IN PLA T BOOK 67, PAGES 132 THROUGH 137 OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA. / / o 1.0 20 40 / SCALE: 1 " = 20' 0 F!P LB3848 g•3 \ g•4 p.b \ LOT 46 g.8 a_ TA \ RF 9.1 0.1-cs. ;� / � x 9.6 � ( 1 10.6��8.9 � 0.. 12.73 -o 0,0 AAr 10. 110 12 10.8 \\ )(9- 1 f � \ G1� 9 COVERED °? ` `', \ \ ®\ J p 5 �g gR�CK 7�� 2 105 �� ��� \ 91 \ \ g .72 1,0.8 \ FIP 2 -STORY FRAME RESIDENCE ��, ° x�0'1 LB3848 \9.3 No. 1823 �.1 x10.5 / o UNDERGROUND FIP \\ 10.810 g FINISHED FLOOR=13.24 (N. A. V.D.)CABLE `� l VA UL T B384 + 1 REAR FINISHED FLOOR=13.02 (N. A. V.D.) x 10.5 CABLE \ 25 10'g1 N GARAGE FLOOR=10.87 (N.A. V.D.) 1 0.1 RISER � � X lJ �' \ 7 PRF \ 10.0$ k 10.01 \ op 99 w g x10.6 1 x 10.27 0 \ \ j 0 .�� 1 >12a ONLINEIO 7 ® 09 ����0 tN \ 10-74 �7 c,) i Z • 10v .8 o ® 11.pf ' ArA r ,,411 10 I 95 ��. 11 "M- (� 11 '�. 05 'A10.1 LQ T 4,�, �✓ o / �$ \ �• NOTES.- FIP y x1o.g 1. THIS IS A BOUNDARY AND TOPOGRAPHIC �B3848 SURVEY. 2. BEARINGS BASED ON THE NORTH LINE OF LOT o 1 PT p.g 45, BEING NORTH 57'18'44" EAST, AS PER PLAT. Z � ®� LOT 44 J. NO BUILDING RESTRICTION LINES PER PLAT. TER 3 SFORMER 4. BENCHMARK USED IS A MAG NAIL AND DISK y t� �Va ! MLCjER No. LB3672 IN EDGE OF PA VEMENT OF A TLANTIC BEACH DRIVE ADJACENT TO RESIDENCE No. 1679. � _ ` j- 9.83 \ ELEVA TION= 7.35 (N. A. V. D. 1988). -, -� 5. SITE BENCHMARK SHOWN HEREON. b �,,% �� SITE BENCHMARK-\ 6. FIP DENOTES FOUND 1/2" IRON PIPE. c� Z�y cs. %x 9.93 SET MAG NAIL AND \ DISK. ELEVAAON= \ 7. ARF DENOTES ALUMINUM RAIL FENCE. cS 9.71 (N. A. V.D. 1988) `O THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE OF 0.29' ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0406H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. is OT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." !CHECKED BY: DRAWN BY: CL LE: 2018-1419 \ THIS SUR VEY W S MADE FOR THE BENEFI T OF SUN HINE P L11 . DONN W. BOATWIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: SEPTEMBER 10, 2018 SHEET 1 OF 1