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370 PLAZA - POOL S CITY OF ATLANTIC BEACH o 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 1-J;31!P SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-1358 Job Type: SWIMMING POOUSPA Description: INGROUND POOL - NOC REQUIRED Estimated Value: $25,000.00 Issue Date: 7/29/2016 Expiration Date: 1/25/2017 PROPERTY ADDRESS: Address: 370 Plaza RE Number: 169976-0000 PROPERTY OWNER: Name: MCDONALD, MARY E & HUNT JOSEPH, * Address: 370 PLAZA GENERAL CONTRACTOR INFORMATION: Name: ISLAND POOLS,LLC Address: 1546 LINKSIDE DR QA RONALD D GRAY IV Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834)for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. POOL-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco, Republic Services, Shapell's, Sunshine Recycling and Waste Pro). Full right-of-way restoration, including sod, is required. FEES: ' R`' 'SAPPROVED ACCORDANCE: WI i Ll (11'1OF Al L tN71C BEACH ORDINANCES AND THE FLORIDA�l\�R KQ . .S tLI-rf , 'i r r � `� CITY OF ATLANTIC BEACH Sit r, ,e._. 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 BUILDING PERMIT FEE $175.00 Total Payments: $262.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;;s--�`irio City of Atlantic Beach APPLICATION NUMBER JS -s - Building Department (To be assigned by the Building Department.) 1. :`� . 800 Seminole Road �1 Atlantic Beach, Florida 32233-5445 1 - �. Phone(904)247-5826 • Fax(904)247-5845 0Efu,- E-mail: building-dept@coab.us Date routed: 6, 13 is City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 370 R.A-z_Pt De•artment review required Yes No Build.,._ Applicant: ISL-Pt DQ P©OL. . anning &Zoning I Pc5 reeA. • _Project: N GC7UNf Cs t_ ublic Works ublic Utilities ublic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: /. BUILDING NOG ,l,{,y1 / C C) PLANNING &ZONING / 760/1 6. Reviewed by: Date: TREE ADMIN. Second Review: JApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 cLil irr, City of Atlantic Beach APPLICATION NUMBER _�� Building Department (To be assigned by the Building Department.) 800 Seminole Road J Atlantic Beach, Florida 32233-5445 CI „���� Phone(904)247-5826 • Fax(904)247-5845 -1368 ``0;119~ E-mail: building-dept@coab.us Date routed: & i I / I (i^ City web-site: http://www.coab.us F APPLICATION REVIEW AND TRACKING FORM Property Address: 370 PLc\-Z \ De.artment review required Yes q No Build.,. Applicant: 1 S --pti. Q I©p t c anning &Zoning ree A.m • . . Project: I NG( O. [ PCS Q L ublic Works ublic Utilities public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 0 `/li TREE ADMIN. I !Approved /I Second Review: roved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: • Reviewed by: Date: revised 05/14/09 I . (f ' City of Atlantic BeachA"•- \t�� Building Department E(���V APPLICATION NUMBER 800 Seminole Road To be assigned by the Building Department.) : ICo ��v 0 Atlantic Beach, Florida 32233-5445 JUN 14 216 ` Phone(904)247-5826 • Fax(904)247-584 •\J;t1y%' E-mail: building-dept@coab.usDate routed: Co — City web-site: http://www.coab.us BY: (� j w - APPLICATION REVIEW AND TRACKING FORM Property Address: 3-7 0 pcp,„..._A 4 Department review required Yes es No Buildi.. Applicant: I &LAKDp Poo L,S Fanning &Zoning ree A. . Project: I N G.12-040400 Pa O L rblicWorks ublic Utilities 'ublic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DApproved. Renied. (Circle one.) Comments: See64- id/_ 4i,s**et BUILDING e **ad PLANNING &ZONINGIS� / �- /�/ Reviewed ,//L , e: A' • /_ /t;— TREE ADMIN. - y Second Review: ro<pproved as revised. nDenied. PUBLIC WORKS Comments: ����,�/�� PUBLIC UTILITIES —lee /� ikeial Co 4 PUBLIC SAFETY Reviewed by: / y ��`„`' Date: 7` FIRE SERVICES Third Review: DApproved as revised. "Denied. , Comments: • Reviewed by: Date: ievised 05/14/09 1 „..51.-Q1/2,, City of Atlantic Beach ecEiv APPLICATION NUMBER t�ti Building Department c —t.% '` ,, - 800 Seminole Road (To be assigned by the Building Department.) U� r Atlantic Beach, Florida 32233- 5 JUNsl 14 2016 ` �” Phone(904)247-5826 • Fax \. ( )247-5845 (�r;;1cr E-mail: building-dept@coab.us BY: Date routed: ' ft a Ii City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3-7 0 Rhx..A De•artment review required Yes es No I Build',. Applicant: I S --/CA 10Q PQpL,_S anning &Zoning ree A. Project: I N GRc o vp C)c) L •ublic Works rullic Utilities 'ublic Safety Fire Services Review fee $ Dept Signature S< -/\..., • Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APTCATION STATUS Reviewing Department First Review: I VApproved. (Circle one.) ['Denied.Comments: BUILDING PLANNING &ZONING Reviewed by: Date: ((Y((c TREE ADMIN. Second Review: []Approved as revised. ❑Denied. AO WORKS Comments: PU:LJC LT LI if. PUBLIC SA ETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: • Reviewed by: Date: I revised 05/14/09 I BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 1 CO- FOOL 13-- Job Address: 3-10 S )G.2 c, Permit Number: Legal Description 5-1 i h, -15 -a e1 ` i 5 - 1 (_h )..o 33 B`1' I`Parcel# Floor ea of Sq.Ft. Sq.Ft Valuation of Work$ c4 Si 0V0,(.0 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): Ole Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one):. Commercial esi� d If an existing structure,is a fire sprinkler system (Circleigstalled? one): s o N/A 1 Florida Product Approval# re,c (fn 5` i Li —�-Q, � -i a For multiple products use product approval form Describe in detail the type of work to be performed: Z� .� �c o:. , ��, 1 lit ©!_E II V En IEci —11111 Property Owner Information: I I N 9 2016 IL!1!4' Name: (Y lx,C j N\- N w, A.- Address: 3 1 0 I S - City A- 4- l ( c_ State r'l.Zip z233 Phone d . - E-Mail or Fax#(Optional) ('d o, ► 5 lex i.l d pc. )1 S . n is c� Contractor Information: Company Name: 51 t.,c \)(.A.\1,)S Quali ing A ent:�O N4, lei C- r by Address: I S`-t u L;r-k s'N Lc 1. CityAl-I , L L State F i Zip 3 Zz3 3 Office Phone 3 3`'1 -Sy al Job Site/Contact Number Fax# State Certification/Registration# C P(._ \'-si L a l Architect Name&Phone# Engineer's Name& Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six/6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this this. type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law egulating construction or the performance of construction. Signature of Owner Signature of Contract. till Print Name MA2'' MC-0Otklk& Print Name Rc" .kJ, l,- Swo to and subscribed before me Sworn to and subscribed before me this Day of11 ) NIA4 ,20 IL this l9- Day ofi to�L ,20 f L /6-(L"` 7. / ,/ /(e-ce .S-) -. 4- Notary S-)yc ` Notary t tic r„ KAY KEEL SMITH Notary'P. .he ='f�` r '= ;g4;„'14•,, KAY KEEL SMITH .. " ..__ Commission#FF 040768 rs :.; �.. ;.: Commission#FF 0407>ilaevis d 01.26.10 _w-,,:'a Expires November 30,2017 v: c,/ ,,y\ TREE & VEGETATION AFFIDAVIT �� s , City of Atlantic Beach ric. Department of Community Development OFFICE COPY J Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (J' "! (P)904 247-5800 (F) 904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION G.�Owner(s) Legal Authorized Agent* NAME OF APPLICANT 1\a F. i (\;\:le),,,j, ( d NAME OF COMPANY J-51t,,A- V-6 IS ADDRESS OF COMPANY 1 SK Ca L ; N ,S: de c i- > L ((' L 3 "2.3 S PHONE 37j9 s'� .,I CELL EMAIL CONTRACTOR CERTIFICATION NUMBER C P C 11--i S i _l' ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 3-7 c::;,-- \ Z c, If an address has not been assigned to this property,contact the AR Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION fj�.6 9 /L _,,5,, a 9 L . 15— A ( Fj c&L i_U 3 3 S I �c (� I b LOT BLOCK I V SUBDIVISION REAL ESTATE NUMBER i(,.1.6-1 7 t .not LOT OR PARCEL SIZE: So x`3o SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, 1 affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described or adjace properties in conjunction with this project.7 SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this day of V V",e_ ,),61 (4_ ,by State of -L County of Do j/k i. Identification verified: 1 Oath sworn: ,j--fes 1 No / /l Notary Signature ,A;1; KAY KEEL SMITH %°.s Commission#FF 040768 MyCommission expires: • all' REV-TVA-v10.12 P n:� .Sri Expires November 30,2017 '. ,per.tliV Bonded Thru Troy Fgr Inwrenta 800385.7019 � r REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS I REVIEWED BY: filed-- DATE: 7 c9-q•/6 Island PoolSU,C Cover page F L COPY 370 Ocean Blvd Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 1.Impervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications and PoolSux Impervious calculations for 1588 Ocean Blvd Current lot size 11500 sft Total impervious area House, drive,walks and pads 2494 sft 21% Proposed new impervious for pool decking 400 sft 3% Total new proposed impervious 2894 sft 24% Completed by RD Gray Island Pools LLC 904-334-5421 • FOR RECORDER THIS INSTRUMENT PREPARED BY: Richard T.Morehead Bk: 8362 Richard T.Morehead,p.A. Pg: 1651 — 1652 920-0 Third Street DocN 96115985 Neptune Beach,Florida 32266 Filed & Recorded N 06/05/96 03:44:00 P.M. "4 RECORD AND RETURN TO: HENRY W. COOK Mary E.McDonald CLERK CIRCUIT COURT a 370 I+la�Street JUVAL COUNTY, FL R p Atlantic Beach,Florida 32233 DE f 10.50 DEED f 924.00 CU RE PARCEL ID IP:1499744C40 v3 BUYER'S TIN:25248454$ 0 0 CA WARRANTY DEED THIS WARRANTY DEED made this 31st day of May,1996 by Kim D.Leinbach, anal by his wife,Lynn Leiabach, hereinafter called Grantor, and whose address is j Mary E. McDonald, single ° is d Crean S/• •u : . .i •_ to Florida 32233. ' ' hereinafter tee an whose address is tl: t (wherever used Wein the term 'grantee and 'grantee' include an the parties to this instrument and the dein, legal representatives and assigns of individuals, and the successors and assigns of rnrporatioos.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz Lot 33, Block 10, PLAT NO. 1 SUBDIVISION 'A' ATLANTIC BEACH, according to plat thereof as recorded in Plat Book 5, page 69 of the current public records olDuval County, Florida. n ) 1 I.! --, SUBJECT TO taxes accruing subsequent to December 31,1995. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGE'T'HER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land;that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Pop I Farm aonsaa by A blubd Pad fatale brims,lbs.1400-3X,1218 nataros Book 8362 Pg 1652 Signed, and. in our!, / . ' ”it— . " Ignaturc • "7717" A (e Afie • 7/6 'LEAdi411, I Pa I /11 1'i.ess gnature \Witness ted Signature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 31st day of May,1996 by Kim D.Leinbach,Joined by his wife, Llan Izbsbacb. He/She is personally known to me or has produced Arivertg lirengp as identification. Notaryce7and Afor .• 11,1 N. . Signature (Title or Rank) Notary Fruited Signature (Serial No.,Tway) RICHARD T.PAOREHFAD- fags,?1 10 COWMAN CC 284020 DIVES:Juts 5.1987 • BOrdId Thm SSANY Able Paco 2 For=111401mn try Aulognals0 Ned Egan tlyslatus.Ina I 40311-221/.1 225 245111D3 Y,' t • c • . MAP SHOWING . BOUNDARY SURVEY OF Fi. LOT 33. BLOCK 10, ATLANTIC BEACH, PLAT NO. 1, SUBDIVISION "A", AS RECORDED IN PLAT BOOK 5 PAGE ?; ' 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ti CERTIFIED TO; MARY p = murr oar�w M Si:' c ‘--" ‘) riii 7 COPY ethi...,, ... cioNcRETEle PLAZA STREET ,, " PLAZA PER PUT) .e. • 50.00' COMM mV I S 89752'20" E � . ntia•�s•• t, '..u- i; NO Wf�ICKNON Li 4. '�I t� ' i 14'•'•s.' • ., g gaf{.-••• • : i,. UV 7.4 r- ... i , f • F;: .i stow►asa+�tY 54,4-bac 1< rn e e.s v e.[t�v++ s 3 ir. . LOT 35 ,. a LOT 31 BLOCK 10 W, >t - - BLOCK it --- -. ---- ------- -- A ...;.. . 7 ...i‘ P �� r. , . .................___ .. t'.. ' S. . MAP SHOWING .BOUNDARY SURVEY OF g•I' . LOT 33, BLOCK 10, ATLANTIC BEACH, PLAT NO. 1, SUBDIVISION "A", AS RECORDED IN PLAT BOOK 5 PACE ...,• • , . .. 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA l , ' • .' 4 CERTIFIED TO; FILE COPY MARY 46.0014ALD TION, . POOMANM. MOPEMEAO, P.A.ANY \' --% — - PENCE t . .!.' C Ck. Ai (;!`••n-e._ IV\ ei,J-4- PLAZA STREET (T)4E PLAZA PO -PLAT) - (eV R10111 Of WAY) . . 0,..,.. , r ,1 rtit . 50.00' I S 8952'20" 4*---- 03. Koacio i •A er=st"--. .... - ii.,,,, awmt s - , Faltarentr ,:l 4..") "Imm4 RI") iNr MaP4 rim NO iaawmicavaa 6.i .`• ND 1 we.I 1 pdt /.)A.- s , -0 0 .. - (\IDUF) SA-e r . . • :i , ..• . NO --pcg=i-- 0 \ e \ - , .....-. ...... • VO k Y V:(- Pa.' re ii... i:'" Ct S /1/414.e,844k, 5.k:0n rv•e ek 5 v ct Pis-4. 4. PE stow AdAsowr c\< parTED 01 170 0,r4, kr v,,044 r I ; /Qt. . , LOT t?:: . "1.- A rc),• (• \.,,$)_s..).1".a..ocic la La, 1 — Row-10- ----- -- .---- --— -- - - !• • go r:P aSI: 1%. - I NW FILE COPY RD GRAY 334-5421 1 . • • • Owner: McDonlad State: Address: 370 Plaza Zip: City: Atlantic Beach Phone: 246-4544 Phone: • •L SPECS IZE:11x18 SQFT:450 sft p1' EPTH:3.5-5 PERIMETER:90 Ift TOTAL GALLONS: SKIMMERS: 1 (ETURNS:3 INTERIOR MATERIAL: • PECIAL: TILE: 3.5 OTES: 'PA SPECS IZE: SQFT: " t! tEPTH: PERIMETER: ST TOTAL GALLONS: SPILLWAY: •'10" AISED HEIGHT: SKIMMERS: Zo 5ft my .ETURNS: TILE: 4TERIOR MATERIAL: • • • CIAL: *TES: 'LUMBING Q :ETURNS:3 SKIMMERS:1 n MINIEMMIM1 c • ••L MAIN DRAINS:2 SPA MAIN DRAINS: LEANING SYSTEM:suction HEADS: .) " 'AC LINES: ROBOT VAC: 'eel VATER FEATURES: SPA SPILLWAY: 5'6" IGHTS IN POOL: LIGHTS IN SPA: 'OTAL PIPE: Access thi- side PECIAL: IOTES: >ECK BECK TYPE:Brick pavers ELEVATION: OTAL DECK SQFT:500 sft PERIMETER: AISED BEAM: UP STYLE: IATERIAL 1: MATERIAL 2: PECIAL: IOTES: !QUIPMENT 'COL PUMP:Intelliflo VS3050 2ND PUMP: ILTRATION:Cartridge FILTER SIZE:RP 150 (EATER: INLINE: (MER:Easy Touch 4 Function GAS: PECIAL:IC 40 IOTES: ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet TDH Calculation Options For each pump Check One. Ti1 Simplified Total Dynamic Head(STDH) Fk! tC( PY Complete STDH Worksheet—Fill in all blanks � .i n Total Dynamic Head (TDH) - Complete Program or other calcs. Fill in reouired blanks on worksheet&attach calculations. Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume:450 X 4.50 x 7.48 (gal./cubic foot)= 15500 gallons (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine preferred Turnover Time in hours: 6 x 60 (min./hr.)= 360 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 15000 / 360 = 0 + 0 = 44 GPM max f (Vol.in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate)(System Flow Rate) 4. Spa Jets: x gpm per jet= flow rate. (No.of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be 3" inch to keep velocity @ 6 fps max. at 100 gpm Maximum System Flow Rate. Trunk Piping to be 2.5" inch to keep velocity @ 8 fps max. at 100 gpm Maximum System Flow Rate. Return Piping to be 2" inch to keep velocity @ 10 fps max. at 100 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 20 2. Friction loss (in suction pipe) in 3" inch pipe per 1 ft. @ 100 gpm = 0.04 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.5" inch pipe per 1 ft. @ 100 gpm = 0.09 (from pipe flow/friction loss chart) 4. 20 x 0.04 = 0.8 (Length of Suct.Pipe) (Ft of head/1 ft of Pipe) (TDH Suet.Pipe) 5. 20 X 0.09 = 1.8 (Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) Flow and Friction Loss Per Foot TDH in Piping: 2.6 Schedule 40 PVC Pipe Velocity—Feet Per Second Filter loss in TDH (from filter data sheet): 15 Pipe Size 6 fps 8 fps 10 fps 1" 16gpm 0.14' 21gpm 0.23' 26gpm 0.35' 1.5" 37gpm 0.08' 509pm 0.14' 62gpm 0.21' Heater loss in TDH (from heater data sheet): 15 2" 62gpm 0.06' 82gpm 0.10' 103gpm 0.16' 2.5" 88gpm 0.05' 117gpm 0.09' 146gpm 0.13' Total all other loss: 0 3" 138gpm 0.04' 181gpm 0.07' 227gpm 0.10' 4" 234gpm 0.03' 313gpm 0.05' 392gpm 0.07' 6" 534gpm 0.02' 712gpm 0.03' Total Simplified TDH: 32.6 Page 1 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 Selected Pump and Main Drain Cover: Pump selection Intellifio VS 3050 using pump curve for Simplified (Pump Model and Size in Horsepower) TDH & System Flow Rate. Main Drain Cover Waterway 640 (System Flow Rate must not (Make and Model) ‘ exceed approved cover flow rate) r Notes: Minimum system flow based on min. flow per skimmer of 3 gpm. bLCOPY Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. 0 3'—0" 0 2 a" suction outlets @ 100 gpm max. flow(see note 2). II 03 suction outlets @ gpm max. flow(see note 3). Li I I Channel Drain @ 316 gpm max. flow rate. Q I I Channel Drain @ 217 gpm w/2 ports&278 gpm w/3 ports (see note 4). 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 A112.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TDH worksheet. RD Gray Contractor Name C. . .r ignature CPC1457429 June 13th 2014 Contractor License Number Date (904)334-5421 Telephone Number Email Address Page 2 of 3 h ttp://www.fl a g l e rco u n ty.o rg/d o c/d p t/ce n t p rm t/b u i l d/h e a d ca I cs ws-p o o l s3-0 9.pd f Revised 7/2009 it . I Tota/ Head In Feet eversion Chart Inches Mercury (Vacuum Gauge) 0 I 1 4, '1_ 6 i 8 10 12 ' 14 l 16 18 0 1 0.0 2.3 4.5 6.6 9.0 11.3 13.6 15,8 18.1 1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 ' 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 _ 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 _ 25.0 27.3 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 A 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 613.9 I 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.21 7 116.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 16.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 1 36.6 38.8 9 20.8 23.1 25.3 27.6 [ 29.8 32.1 34.3 36.6 ; 36.9 41.1 '10 23.1 25.4 27.6 _29.9 32.1 34.4 36.7 36.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 43.8 12 27.7 , 30.0 , 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 30.0 32:3• 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 .9 14 32.3 34.6 36.9 39.1 41.4 43.6_, 45.9 , 48.2 50.4 52.7 c7 15 34.6 36.9 4 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 !0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 ' Z 17 39.3 41.5 43.8 46.1 ` 48.3 50.6 52.8 55.1 57.41 59.6 g C 18 t 41.6 43.8 46.1 , 48.4 50.6 52.9 55.1 57.4 59.7 61.9 d 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 5 21 48.5 50.8 53.0 _i 55.3 ,. 57.6 159.8 62.1 64.3 66.6 i 66.9 22 50.8 53.1 55.3 57.6 59.9 , 62.1 64.4 66.6 68.9 71.2 J 23 53.1 55.4 57.7 50.9 62.2 64.4 86.7 69.0 712 , 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.6 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 ii 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 643 66.9 692 71.5 73.7 76.0 78.2 80.5 ' 822 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 j 62.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 60.6 ' 82.9 1 65.1 1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 i 85.2 67.4 69.7 92.0 32 73.9 76.2 78.4 80.7 83.0 • 65.2 873 69.7 92.0 94.3 _ 33 t 76.2 78.5 80.7 83.0 85.3 87.5 89.8 920 94.3 96.6 34 78.5 60.8 83.1 85.3 67.6 1 89.8 92.1 94.4 96.6 96.9 35 80.9 83.1 85.4 67.6 89.9 1 92.2 94.4 96.7 1 98.9 101.2 Page 3 of 3 http://www.flag lercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09 pd f Revised 7/2009 . . ......72C, ) •(1)1 (1."), IL E . I, SPECIAL SPA REQUIREMENTS:',, 1111. j--- FLOW 1 -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH COPY NO SKI 28",MAX. ir -FLOOR SLOPE 1:12 -STEPS:MIN.TREAD 10"X 12",r MIN.RISER,12"MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14"IF IT IS '1i THE SEAT.INTERMEDIATE TREADS ANDIRISERS TO <r BE UNIFORM.IF THE SPA IS OPERATED '\ LI INTERMITTENTLY IT SHALL HAVE A ONE TURNOVER,IF CONTINUOUS A SIX HOUR ROV1 R. I a OPTIONAL I2V LIGHT -MAXIMUM TEMPERATURE 104 DEGREES. / OR PVC S.E/.'BRASS -MEET ANSI/NSPI ARTICLE XVII,SAFETY `Z OR PVC(SEE NOTES) INSTRUCTION/SAFETY SIGNS. • o NO -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR • ��, 4(►i / 4 DUAL MAIN DRAINS SH/ MEET LOCAL CODE IF GREATER. ' o L _ REQUIRED(TAMPER ELECTRICAL REQUIREMENTS: C.> PROOF/SEE NOTES) ADI. , d 6 -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 27,FLORIDA BUILDING4 I, 1 SWIN-OUT OR LADDER CODE 2010 AND NEC 2008. gt _ REQUIRED(GR/IS CU) -NO OUTLET OR OVERHEAD POWER WITHIN 10'IF M b, :o WHERE DEPTH OVER WITHIN)5'PROTECT BY GFI TRANSFORMER MIN.10' �7 5'DEEP(SEE NOTES) FROM POOL,8"ABOVE WATER.,I BOX 4'FROM POOL, BRASS TOT BOX OR TRANSFORMER WHICH EVER IS • FIRST EXCEPT WHERE PVC IS APPROVED ? u GENERAL POC FLORIDA BUILDING CODE R4101 THE POOL CONTRACTOR IS RESPONSIBLE FOR X"=1' FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH Y-9"Mie.EXCEPT FT TIE FLORIDA BUILDING CODE,AND ALL SLOPING ENTRIES.4'4"BCONSTRUCIION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING,ELECTRICAL AND 1 `'"GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX (� PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. i-N WATER -! THE POOL PLAN SHALL SHOW THE DESIGN UNE PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN EXCEPTION:ROPE AND 5, PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' •r1 Q r+ FLOATS INSTALLED IF _ W INH APPROVED ANSI/ASME A 112.19.8.2007 COVERS. AS Q�'!�) • LESS T11AN 4'-6" AN ALTERNATE THE APPROVED DRAINS MAY BE \ "1,..4PLACED ON DIFFERENT PLANES.THE TWO DRAINS I�IiALL HAVE A COMMON SUCTION LINE. SUCTION CD RATES MAY BE USED IF APPROVED AT A MAXIMUM /''.) 3 Max OF I y1 FPS AND THE SUCTION PIPING IS RECESSED I FROM THE GRATE THE DISTANCE EQUAL TO THE .--i SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM *7 O Y LEASE SYSTEM MAY BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT ^U POOL SECTS SSAME ABSE TTIEDHE MAIN DRAINUCIION LINE WITH A MAXIMUM LENGTH OF VENT PIPING TO BE 30'.THE sB2836,6-20-0? y"= VENT PIPE WILL BE ELBOWED UP AND OVER Willi A FOR BONDING AND GROUNDING SYSTEMS FOR S4JRATE FOR PROTECTION AND LABELED"SAFETY VENT' UNDERGROUND BONDING CONDUCTOR MADE OF SAND/OR'SAFETY VENT LINE". BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 IN€KIMMERS DO NOT REQUIRE PROTECTION AND J �. 24 INCHES FROM INSIDE WALL OF A SWIMMING PORMUST BE DESIGNED FOR A MINIMUM 25 ppm. PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO el- --1 FOLLOWING SHALL BE LABELED WITH NATIONAL ELECTRICAL CODE LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES,VALVES,PUMP(S)OFF SWITCH V1 PAVERS OR T HAS BEEN CERTIFIED The. :..ESE DESIGN FOOTING ... 4"DECK 2,500 tEQUIREMENTS ARE IN COMPLIANCE WITH THE ( OPTIONAL psi(Min.)CONC. --. W/FIBER MESH 'LORIDA BUILDING f7ODE R4101,424.2-2010,ANSUNSPI 3, 1NS1/NSPI 4,ANSA" 1'" ANSI/HS/1 6,ANSL'APSP 7 AND NSUAPSP,IS a. lejiii II . ._ a"X t•FOOTING BEAM I, W/(2)03 BARS OR(1)45 BAR 6"Mtn.WALL&FLOOR THICKNESS.3,i00 psi(MIN.)CI 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 2'MIN.COVERAGE ON STEEL W/CONC.TO ASTM.A15 Structural subject to suitable soil condi POOL/SPA, DECK, BEAD ISLAND POOLS y2"_ I" Pro® VS 3050 High Performance Pump . 1 , , Dimensions and Performance ' ma A 't al.0 S NS) • _!t LISTED csaCerMed listed c 1.20_ -. 109 ? '.* ,.'- • @3450 rpm r _ Yeo @31 10 rpm . Wa,,; _ 560 ♦ • K r. * • • 3c.d yL -- 50 r .� 15- LL --....... prat • � _ 40 v `T 20 © 1560 rpm ,�C 1 ;;''`;-5 . 750 rpm { s 0 20 40 60 80 100 120 140 160 • '-.. U.S.Gallons per minute IIIII rill ' , i' 5 10 15 20 25 30 35 • -y',. . Cubic Meters per hour ;f. 26.406- — --- ' ry-+e:. .1 • I,i-, .,. ..,,....... ._.---,y j !:\\:-.--T...1_ 1---------- [. ......_ _, = - ., ,....- ....,.___ 1 I lk-.1i - LI ,,,� ,I (J i I —_ ." 'I.._ —sem— 11.047 t -. •.:::. II'''. 4-(---.C)i ---,-.-- - •. • (---- ._._ ..._ �{_•. ,' `idir . _M l•�. 10 75 3i�` 1 ''',"',; . •: T3161119.17i •.! iii' ill1111111111117111 ..i ' :4 ': ':.':'-• entparts ,1 . 181 . is t IntelliFlo°VS 3050 & IntelliFlo VS+SVRS o e ) High Performance Pump L.1:10 �. V a Pool Products a Featured Highlights • r a Alp. f_ ' Eco • Slashes energy costs up to 30%or mor 4, .` .L.»" `* Select • Easy to program and operate -.:144.4.•,,y-.4-, ,`, �'• 1.• c' +Pentair Water • Offers ultra-quiet operation ...just 7— r decibels or half a human whisper 3 Cs ,--!-- t • ,A� • Operates at the minimum speed requi) ' :.i st } �' • v k for unmatched longevity . t "_•` • Compatible with other pool systems, including EasyToucha,IntelliTouch®,anc ! • i- IntelliFlo VS 3050 High Performance Pump SunTouch' ' `� Patents Pending ••• IntelliFlo®VS 3050 allows the programming of four various speeds . • =c ranging from 400 to 3450 RPMs to accomplish different tasks at ! F lowest energy usage. j ,. , v.i;ra • c Ordering Information Product Description Certifications Voltage Full Load kW HP SF SFHP Port Size(NPT) Cantor i P 8 Amps Suct.&Disch. (Lbs _%'. INTELLIFLO VS 3050 PUMP 011013 IntelliFlo VS 3050 UL.CSA,NSF 230 16 3.2 3 1.15 3.45 2" 47 ?-' 011017 IncelliFloVS+SVRS UL,NSF ?30 16 3.2 3 1.15 3.45 2" 47 ACCESSORIES 4f:; r 520641 IntelliComm 4 8 ii :lf��4:�s.... 350122 50'Communication Cable' i �41: >. ''ii. ' 'Included in package with pump. !r. y'L•t f h t • .tk I //f ,. / . )f t j ®� / we+on wteen„•et c , ti• • ®4 �jre.r futures.and mo. I li, fIt // • } r t J W}„wnentG�rton,- •• I } K.1 It t. 4•• 4w et your pool professional ti r',s .. ” a.ddb Ow most exs•ent weed • �� :704'.*.1.0[.04,..,;en �4: : • d/f: I 0 :t• •equMCa 01 Winks alerts you of toad+t10m that mar lf p} . , t Nd attention •r a •p 1, }t1 . 166 ' ra w STA•AI . SYSTEM:2 :411434� - Repair parts-see page 170 • Yr. • -" • PLM SERIES - Sta-Rite's modular media filtration is the perfect match for the small in-ground and above-ground pool markets. Advances 1 ,1,; r a in media technology and balanced flow design provide dirt-loading 1 capabilities tip to 15 times greater than sand fillers of equivalent size. i::,-;. t.. I Virtually maintenance-free operation for toda •, e pcaner. Now ,t a 1' available in 300 sq, ft! • CERTIFICATIONS - The filler shall be tested an. - ed bya +9 j Ty ' 'cr ..• f -.1. nationally recognized testing laboratory to conform to NSF Std. 50. Avr.euc ^.!E 1%.,--;01 .!‘-limor.--0 t !�. p � •NSE, 9l a COpy • i 'Typical Installation — In-ground the smaller System'?filter,enabling Large Drain Plug—Filter includes i 11 pools and in-ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are _ 49Quality Construction—Durable pools of all sizes provided with reducer bushing an Iwo piece tank housing constructed Low Maintenance— Complete I'l/2"drain plug I1 of rugged ABS thermoplastic to media coverage combined with Modular Filter Tanks-Allows 1 ensure a long-lasting tank life shallow pleats means greater dirt for quick change of filter medias n Easy Access—Posl Lok'locking holding capabilities,resulting in without changing the tank tI ring provides safe,fast access to longer filter cycles and less cleaning Sleek Looks—Contemporary tank internals A Perfect Fit—The small diameter style and matte black finish looks • Patented Design— The patented, footprint makes the System'?filter attractive in any pool setting t innovative balanced flow design a perfect fit for new and retrofit first introduced with the System:3 installations.The inlerchangeble Mod Media Idler is now available in ports provide multiple plumbing t ; options. 1 r -, ` ,a Fillet Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM (FLOW RATE x 60 x HOURS) Port Ship.Weight Number_ (sq.fl.l al This GPM per sq.fl. -"" " -- _..__.. - - Size fibs.) Al 6 Hrs. Al 8 Mrs. AI 10 Hrs. 100 • 511-75 38• 100 14-36,000 18 48.00(1 73 60,000 2" 41 125 I25 511 94 _ y7- 125 -- 17_,15,000 22 60.000 28 75,000 l." 42 _ -- _ — _56• 150 20-5'1,000 27. 72,1100 1'1 •90,000 2" 43 PLM 1/5 175 --—50!120_ — 66- 150 24 54,000 31 • 72,000 39•90,000 2" 44 _L M200 200 _ SO- 120 __ 75- 150 27-54,000 36_72,000 '15 90,000 2" 45 F't M:100 53 — .10(1 --'50 120 113 •• 150 41 -54,000— 5_4 /2,000 fits 90,000 7""'-- 'Opt•emu,p al Ih,•.',PM will pu,v.d.•the longest Mier cycles combined with ihr•bed .and gtediccu dui loaduw rai,d.,ly L,,tq,•,ldtrr area will provide longer Idle,,yrle%hefwern cleanmp> "Kilted un NSf,,,rnom,on,lrcl Il.aw rale for commercial at 375 GPM per square local No ha,I,wa.h valve'opined NOrc:Opel ming I mu i•. maximum continual ope,ai,ng pressure of 50 PSI ?ool/cpa(baffler)dpide.d,otl>.indninum u,nv.tlu,/wafer temperature (udern.F lilies) 11147 ('IUY) STA-RITE ;YSTEM:2 accessory ordering information „Ialog miser Approx.Ship.tuber Descripilon W liht ,1;02-0100S 100 Sq.Ft.Replacement Module for PLM100 11 02 ,; -01255 125 Sq.Ft.Replacement Module for PLM125 11.5 . :.42-0150S 150 Sq.Ft.Replacement Module for PLM15012 01755 175 Sq.Ft.Replacement Module for PLM175 i lki 13 H�'-0200S 200 Sq.Ft.Replacement Module for PLM200 •"• P4 _i!02.0300S 300 Sq.Ft.Replacement Module for PLM 300 2"x 1-1/2"Pipe Reducer Bushing 8 oz. O 8.820P 1 Q, :l101-0130S Spring Check Valve C outline dimensions 3 - - ,- . (e. IBM IZ I" tiJ PLM300Q� 10000"1111111N 7,-MS A ,' 100, iri,(1d0) /� �' 12s, .+ ,`M150, 11 �. a 175, �� ��' ti0, Zoo �i \� 4111111011111111\ MI Aliminmal -rr.Y:• '',...:,=. 11F7110.11iID -?. l7be • . 11111111.11111111 — n i . 1 iiiuu1uuuLU i IIL iinii- un aiiuiniiiuimiiiiiiiii �. omfl 71111zrs IMP. 11111101111111111 ir 11. -: rwC 1!! Ism--I I y All dimensions shown In inches. I ' alter performance 1 ___ _- Co�Y air is ___u�_ i_____. ,. ,,. `PLM100,PLM 125. - .r ! 1PLM150,PLM175, - ;,i I PLM200,PLM300 ---- t-' t - — -�-- 1 f - - 10 20 40 60 80 100120140160 .' ' FLOW RATE IN GALLONS PER MINUTE '' 1 ' ' 51 ' Fax Orders: (262L728-7550 I www staritepool corn I Delavan, WI 53115 USA 155949PS .- .....- .: a _... .�-... .._. __. Waterway Technical Bulletin:VGB2008UL 2008 640-231x V 8"Anti-Entrapment Main Drain Cover and Frame — ' -�ej 640 1310v Waterway main drain covers are compliant with the Virginia Graeme Baker . = — —m'4, Pool and Spa Safety Act(ASMEJANSI A112.19.8-2007)and are UL Certified. a `. . • . i They are designed for single or multiple drain use.This drain cover assembly �''. ........... . t-. ...�,.+' ,4 includes frame and stainless steel screws with brass inserts.Packed 25 per case. - Oil 11111 110/11k' The Waterway 640-231x V series covers and frames are available in: J White 3 Bone ■ Black 3 Gray ■ Dark Gray ■ Beige ■ Dark BItir"y, 3 Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM @ 1.5 ftisec 27 ft/sec 64 @ 1.73 ft/sec 55 r . __0 8.650 - Part Na rksc>gam • 0 7.624 819-00051 tib Stainless Steel Screw-32 x'i 642-I15x V 8"Ami-Vortex Drain Cover 7.000 642-214x 8"Anti-Vortex Drain Frame I a 81900051 • elicer \ • T t‘ 0 SO• • Q *le: O‘ ; \ 642-215xV o ® ®m �o/ikf0F • • HOW (( ° ° • `• QUO$ • \ •:%.'e o';Of° • • • o o o � dQ •• • • • Q O8�I 300 q► o _ m \® r _=4 ' / .'. 14171111-111111004* 1� O‘Q® • • •QO O SiI%11 642.214x - - • ..c.0 0 0 \ i \t r4 .975 /f .800 , 7_yr i//r r '' 1 1 1' - -S.. f 1 1 1 !IJ ©2009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981-0262•waterway@waterwayplastiu.com•www.waterwayplastics.com 807-0081.0309 , S187D Safe Pool Alarm I Techko Kobot Page 2 of 5 • 9 .....Tra t ._... 1,...0.1.1 1 „ \, , i , ca.) 4c) • • ... , ...... , ;., . .. Low®Battery I. { BYPASS .; ! 1 : :- .... • • WARNING! iDO NOT REMOVE This alarm is ik required for safety ;: \V --_ 2:) SM S187D U.S.PATENT NO 5.473,310 .f ; U https://www.techkokobot.com/product/s187d-safe-pool-alarm 6/3/2016 S 187D Safe Pool Alarm I Techko Kobot Page 3 of 5 S187D Safe Pool Alarm $29.99 Add to cart • Home • Security • Pool Safety Alarms �-"•. • S187D Safe Pool Alarm • Product Features • Product Photos — S187D Safe Pool Alarm • Magnetic Sensor Entry Alarm • "Always On"Alarm Protection • Adult Pass-Through Auto Reset Button • One Unit per Single Entry/Opening • High Output-110-115 db Alarm • Water/Weather Resistant Housing(Interior or Exterior Use) • Magnetic Sensor For Additional Door/Screen Door • 9V Battery Operation(Not included) • Low Battery LED Display • Ell,Approved Under UL 2017 Standards You can't protect your pool 24/7.But the Techko S187D Safe Pool Alarm is designed to sound a loud alert when children or animals enter through a safe pool protected door or gate. Set it and forget it if you're going on vacation or away from your home for the day.Its"Always On"alarm protection activates instantly when an entryway is breached,and will sound continuously until the bypass button is pressed. The S187D is equipped with two bypass buttons allowing entry back from the pool area without sounding the alarm,and features an additional magnetic sensor so that the alarm can monitor both sliding glass doors and the screen door.The durable housing makes it suitable for both outdoor and indoor pool areas. This water and weather-resistant unit is En approved under UL 2017 standards to meet child safety laws.It operates with a 9-volt battery,and there is a low-battery LED display that lets you know when a battery replacement is needed. Unit Size 4.75 x 1.625 x 1.75 Pcs./20Ft.:9,600 Pcs./40 Ft.:19,680 Pcs./40 Ft.Hq.:22,896 https://www.techkokobot.com/product/s187d-safe-pool-alarm 6/3/2016 r S L��!Jv� CITY OF ATLANTIC BEACH \° AS 40;,, . �� DEPARTMENT OF PUBLIC WORKS r _ I1� I1 1200 Sandpiper Lane N` J` Atlantic Beach,FL 32233 4318 75__ c) TELEPHONE:(904)247-58341 FAX:(904)247-5843 www.coab.us \\%, ..., AZO.39� CONTRACTOR: A DATE: 5-16-16 Island Pools ti , /.I/, PERMIT# 16-POOL-1358 1546 Linkside Drive r ADDRESS: 370 Plaza Atlantic Beach, FL 32233 Atlantic Beach, FL 32233 1 Email: rd@islandpools.org rii .//k PERMIT APPLICATION FOR NEW GROUND POOL Your permit application has been by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide drainage plans showing site topography(flow arrows, etc.). **It appears that the impervious areas are over the 50%allowed by City of Atlantic Beach Code. **Provide impervious surface calculations for entire lot (existing and post construction). **Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). **All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff. **Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions ofApproval) **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required, a post construction topographic survey documenting proper construction will be required. **POOL-Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger, Building Department Perrone, Jennifer C. To: rd@islandpools.org Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 370 Plaza Attachments: Plan Review Comments 16-POOL-1358.pdf Permit application#16-POOL-1358 for 370 Plaza is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for our Department. Thank you, Jennifer Perrone Administrative Clerk City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone(904) 247-5834 Fax(904) 247-5843 email: jperrone@coab.us 1 ��- ViNT'IC BEACH iii : :: S1 ��� 1 2016 800 Seminole Road Atlantic Beach,Florida 32233 6 tc ' ' Telephone(904)247-5800 BY: FAX(904)247-5845 . .1.74D.219'1) REVISION REQUEST SHEET Date: ' - 5 f (P Received by: Resubmitted: Permit Number: j (o -a L— I 3s( Original Plans Examiner: Project Name: AN c_ c),tic, cel Project Address: 37Q P1,7 Contractor: T. I c„j cy I s Contact Name: Contact Phone : 3',y -S y A. ( Contact e-mail: r G ;;5 .,._d f , . Revision/Plan Check/Permit Fee (s)Due: $ it u Description of Proposed Revision to Existing Permit: ��`i r tit`vvs r.A row, A_ 4, I c.. L I,'r , c0 Wc ( (LQ (r . - , .°_ Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) b &t-, y is inclusive of the proposed changes. affirm that the above revision e of Contractor/Agent(Contractor must sign if increase in valuation) Date ( (,2 Office Use Only Date: 7/7/7 Approved: —rce-fected: Notified by Plan Review Comments: Department review required Yes No f Building ' ' / Planning &Zoning -� - - ' -..'i'strator oPublic Works 'laps Exam er Public Safety �7��� Fire Services Date Created 8/20/15 Rev.2 .. 370 1114,At 4-1001-or, 1.-0r -. /3o X ,./',0 b, ,rGc Atli 1.02 W - 4,44 M 4,e POI / , , / / ii I/ 43 wo - __b_424.71 466 ie.c> „al pal gl :: crO , __0124,64, 4.27 /143 aZ V`/,Z lictioeia07 aM4/2.- 60 , 1 . , , _ , . `re .� 4e rewuod tol ,auk 6�'� t9;* Pko3yoy pAH�lt .470 pl/Cza /6 'f'v al– ASIF 1-4 /3O X cf"0 4foo: J/,ttic k 3r:/ /i, l S( tvt az/7 ;"(4V7 - / X lb Y 6� 'J' JD.Z7 4411144,1 x ' 30 4.r t isizt-6.,. - /..r X F - /r6 6 X6— 34, • you X30027 poo 4t .� `dao • yLi v 121)/ “4 0( he, / 44__\ k /9 = 9/ 9 363ozow — 9// - 6 ? ( - ( t aqui. /Lrtme:-2 _iery z7 o f/5 , Hyl TYP.NO.8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN.3 1/8"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) v 6 ,11a,iL.1. 0�•.00 ;0••.000p00 v 000 0083 00Cp� 000 OR 0 BEDDING COURSE 1 1/2 TO 2"(40 TO 50 mm)THICK 97?.?. •00000 or_, bpc, (TYP.NO.8 AGGREGATE) raw • >♦0/� OO fib. 4"(100 MM)THICK NO.57 STONE ((���g � �� 0 '• OPEN-GRADED BASE •:' 0 O . o OQ�QOOO1 Oo^ e • MIN.6"(150 MM)THICK iI t I0 QoQ_-Q 09 .'.: , .o NO.2 STONE SUBBASE 1- -I j I—I 11—III—I I _ I I—!I.I— OPTIONAL GEOTEXTILE ON BOTTOM AND III-1 I -�I -I I -I I -�I I-I I I�I I_- - - SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. Dkn'f,.G NC ED PERMEABLE PAVEMENT WITH FULL ICPI-68 EXFILTRATION TO SOIL SUBGRADE SCALE NO SCALE I 50' f Id /13'7` 165x10.75 so 165 =177 soft 11'9 44 IF13'2" Ada /1 Mgt! 19'5" i 285 x 22 minus pool area(195 x 13S) Pod deck=363 soft House with porches=2,268 soh 130' 35' 411111111.1.11.11111 I601wPattioo =l OS soh House&Back Area r1 (impervious) 3.5 x 26 3.5 x 17 fi4ti fr./lv//tifreify Poddedc=363 Garbage Patio=177 Sidewalk=91 sqh 765 x 38 area=9 9.5 soh House=2,268 Driveway=627 sqft Subtotal=2,808 _ — Front Area (pervious 0%627/3 lue) Driveway=627/313513,5 Sidewalk=91/455 Patio=105/525 Garbage area=59/295 Subtotal 441 Total-3,249 TYP.NO.8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN.3 118"(80 mm)THICK CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE(CURB SHOWN) . o 0o .000)O( , .( v. Q 00 0%3•0600: .00o000 0 0 BEDDING COURSE 1 1/2 TO 2"(40 TO 50 mm)THICK � �:oo00 ?c oQn � (TYP.NO.8AGGREGATE) • • •O '00u••J': 4"(100 MM)THICK NO.57 STONE '��QO 'o OPEN-GRADED BASE lJ°(-Th v • O�o0 0 0�p���;Qo'Q n. .� MIN.6"(150 MM)THICK �O9o(�� 0 :iro';, �i NO.2 STONE SUBBASE OPTIONAL GEOTEXTILE ON BOTTOM AND r I�— -1 I I-1 I I-1 I I-1 I-1 I-1 I-1 I I -I III SIDES OF OPEN-GRADED BASE SOIL SUBGRADE-ZERO SLOPE NOTES: 1. 2 3/8"(60 MM)THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO.2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL CRAB NG NO ED PERMEABLE PAVEMENT WITH FULL ICPI-68 EXFILTRATION TO SOIL SUBGRADE NO SCALE FOR RECORDER THIS INSTRUMENT PREPARED BY: Richard T.Morehead Bk: 8362 Richard T.Morehead,P.A. P1: 1651 920-C'Iblyd Stmt Docg 96115985 652 ,y Neptune Beach,Florida 32266 Filed & Recorded V7 06/05/96 03:44:00 P.M. RECORD AND RETURN TO: ENRY 14. COOK Mary E.McDonald LERK CIRCUIT COURT el 370 Plaza Stmt i OVAL COUNTY, FL , Atlantic Beach,Florida 32233 EC. f 10.50 DEED $ 924.00 (U RE PARCEL ID 4.:169974-0000 BUYER'S TIN:262.l&e$48 r7 CO .cf 0 �. WARRANTY DEED THIS WARRANTY DEED made this 31st day of May,19, 6 by Kim D.Leinbach,joined by his wife,Lynn Leinbach, hereinafter called Grantor, and whose address is , / d} �2� tdr 44 to Mary E. McDonald, a single woman, hereinafter . e. rantee an. w.ose a.. ess is Plaza'St�reet,Atlantic ch, Florida 32233. (Wherever used herein the term 'grantor' and 'granter' include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz: Lot 33, Block 10, PLAT NO. 1 SUBDIVISION 'A' ATLANTIC BEACH, according to plat thereof as recorded in Plat Book 5, page 69 of the current public records ofDuval County, Florida. ;, SUBJECT TO taxes accruing subsequent to December 31,1995. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Page Form Soften gauotas.w Real Eslra aritwn.,tor.I sro' 1ns *matt* Bo•k 8362 Pg 1652 Signed,s a . and deliver-.in ourr..resence: >gna ' 0 am.a . (c •i/.//e- /I . toO�I'i /� ` �/ .i "i..ess ;.t . �t tn.a , i / ../e- 1.' ,ess %nature ,........,-,_.....,7,„„, .. , Witness Printed Signature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 31st day of May,1996 by Kim D.Leinbach,joined by his wife, Lynn Leinbach. He/She is personally known to me or has produced rir;vpr's 1jrancp as identification. Notary 30,c,Sta and:. ,. Afor said /) iiir Not Signature 4 t �` (Title or Rank) Notary Punted Signature (Serial No.,it any) •. k7i:, HIClww T.MOREHEAD MYCOMMISSION 1CC 0 'if awes Jul)/5 1SQ7 '4.4:10' _eauro lin Wry p,�tMe.nKoi„1 P.po 2 roan Sit q Aidloinaied N./E.L..spawns,inc.f-n$.Al,za MUM ISland PooIS,,C Cover page 370 Ocean Blvd Atlantic Beach FL 32233 Occupancy class R-3 FBC 2014 NEC 2014 1.Impervious calculations 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement(to be filed) 5.Site survey 6.Site management plan 7.Site plan B.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12.Alarm specifications ISland Poolsl,x Impervious calculations for 1588 Ocean Blvd Current lot size 11500 Total impervious area House,drive,walks and pads 2494 sft 21% Proposed new impervious for pool decking 400 sft 3% Total new proposed impervious 2894 sft 24% Completed by RD Gray E D :E NI Island Pools LLC 904-334-5421 n .oi An 1 n i vi 7'8.. is. 0 ? Oo N • 5 6.. �wi Q • [D In (...1/4) 4—,S S A' o In _J 18 3.. .E x-- VD O 171'6„ 3 A. (nzr — c (V -a Cr -I o' ro o c o o0 � Q � N. e-1. < E _ = CU n N V v>_ ^' 7C O = C 6 .,4' 01 m o gi o 2 C .� o C . , �Qn R gy 'o zr ' O N y z o o CgCy !^ > ya !7 p -0 0 D O W ,Z7Nn 0 x NrRg .Z ' ; o ul .' z o - rg a * W e 2 e, NI ro a, Z �b f1 4.g2D ., cn �7 R $ a U Urt F °3 4. n o o rN o n N 0. S N 1 1 CI Z .T. Z C m C o A o o o 4L v r�i D A G L` rtri 5 A1 Mb F .7 O - N w fD = i ) 0 MAP SHOWING BOUNDARY SURVEY OF LOT 33, BLOCK 10, ATLANTIC BEACH, PLAT NO. 1, SUBDIVISION "A", AS RECORDED IN PLAT BOOK 5 PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED TO: MARY McDONALD SOUTHTRUST MORTGAGE CORPORATION STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. —X — = FENCE — CONCRETE PLAZA STREET (THE PLAZA PER PLAT) (80' RIGHT OF WAY) S 8.7'52 20" E NORTHEAST CORNER to S aDSY20'E ^ 400.00' . 11= ow uc v FOUND 1\2IRON PIPE •� ••,�, FOUND 1\2' IRON PIPE NO I T1FlCATION NO IDENTIFICATION > ,1 • • O O O Mrs 11 ` • • 35.1' 7.4' '-- s x 4 ONE STORY MASONRY ).1POSTED # 370 LOT 35 LOT 31 BLOCK 10 BLOCK 10 r o >* 17.0' 7.3' '[t O' a ~ar O 14.1' , 0 I 0 FO�N �2 IR ppb LOT NODIDENTIFICA�OTE,, 33 FOUND 1\2' IRON PIPE BLOCK 10 No IDENTI�TCArON 01 N� 89'52'20" W 50.00' LOT 36 LOT 34 LOT 32 BLOCK 10 BLOCK 10 BLOCK 10 NOTES: 1. BEARINGS ARE BASED ON AN ASSUMED BEARING OF S 89'52'20" E ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF PLAZA STREET. 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NO. 120075 PANEL 0001 D. 3. THIS SURVEY REFLECTS ALL EASEMENTS &RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED, UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4 TWIG ' IIPV v IJnT vel 111 W1T%4C11IT TWF" cunncccn ccAl nc -nuc rrorlcvlklr cllowcvno iL1 , r MAP SHOWING , BOUNDARY SURVEY �.;+, :• LOT 33, BLOCK 10, ATLANTIC BEACH, PLAT N0. 1. SUBDIVISION "A" OF 89, OF THE CURRENT PUBLIC RECORQS OF OLIVAE COUNTY,RECORDED !N PLAT 800K 5 PAGE :"Y, FLORIDA a 1-+ (.`ERY MARY TO; 4! .::'''. . csk9. ,, )' SOL/INTRUST CCOPORATION RICHARD T. MOREHEAD, P.A.AtiY ,'1 V 'x 'S _ CF. '1.• -• 'e' . 0 . ,, PLAZA STREET wc PLAZA PER-PLAT) r " • (Off Rtcrrr Of WAYS rk• . 50.00' e1 wt PEAST r•• • S 89'52'20"mums ei-us ar �"'�` S Farm�11 ,.j • L •'4 FUND IV'PON PIPE .. MO PEi1CAS ND W Q.1 \ po /1.) S , • ." o i`n G1,-}� ( f T S ro, G+, �� f '� pia * 1' '•" * v , in 1 :g..1....•..r) = P:. .(\f 0 --..t----'0(*,•.6 914_,A- .... E lit • * r'rA ,g ;a.. 'I��- 6 c v.., k. y cit pa i ce,i,, 1:' cL S "L,c ee- ' L S i-e r "NA s -at,...e.j 0 `�,E MASONRY ,- b e 1< �e�,s ��,�.A. s 4�- �-ri0,tk. w r1 ; N.e • :;: '1- k f J v �,. a 7 LOT *. li - - 1 Y LOT 31 a • _._. . .._ � G!V_ EEJDCK ._ Li; }} .___x10 _"�___.� _�.�_. ..._._ _____.�_. T ry . R t� • fi'• 1T IV 0) ' .- - --'''-"ik: I ..‘,.,,,, , , i., G. . DENIED ..,,,,,,v,__ „9. ,,. .. ..,„ LoT 33 ` Mae 0 sr MN PIPE ;M • zit ` N 89'52'20"' .' s°"'.t 50.00' ---E-7, I—r� r, LOT BLOCKS LOT 34 LOT 32 BLOCK 10 BLOCK 10 iNOTES: i 1.:;BEARINGS ARE BASED ON AN ASSUMED BEARING OF S 89'32'20", E'ALONG THE SOUTHERLY . r :RICHT-OF-WAY UNE OF PLAZA'STREET. .. '2. BY• GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE X AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17. 1989, COMMUNITY NO. 120075 PANEL 0001 D. • 3.'THIS SURVEY REFLECTS ALL EASEMENTS &RIGHTS OF WAY AS PER RECORDED PLAT ,&/OR TITLE COMMITMENT IF SUPPLIED, UNLESS OTHERY SE STATED. NO OTHER•T1TLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED, 4. 11115 SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. .fir. CERTIFICATE "� ' I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE ' M AND MEETS THE &QO TECHNICAL STANDARDS AS SET FORTH BY THE'FLORIDA ''.,e;.• BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 81G17-6, FLORIDA ADMIN- ISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, ,��; REVISIONS . Q TE ..� 1. REVISE CERTIFICATION s-�-s� .JEFFREY B. CAVIN it • - ' ' REGIS itR p LAND SURVEYORJ.4984 STATE OF FLORIDA DISK # 112 DATE: 5-24-9e JOB # • 154 SCALE: 1" = 30' JEFFREY B. CAVIN SURVEYING Phone (904) 354-1141 923 Peninsular Place , Suite 1 Jacksonville, Florida 32204 FAX 904) 354-1255 LAND SURVEYS o SUBDIVISIONS, 0 CONSTI UC` ©N SURVEYS . . , MAP SHOWING ,BOUNDARY SURVEY :' 4,' .. LOT 33, BLOCK 10, ATLANTIC BEACH,BEACki, PLAT NO. 1, SUBDIVISION "A", AS RECORDED IN PLAT BOOK 5 PAGE • ' B9, OF TILE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 5;. CERTIFIED TO; � w, saw MARY � TIoN i c;;• • *KINARD T. 410REHEAO. P.A. I 4 -x- - FENCE .r t '`' °a CONCRETE nt: u , PLAZA STREET , oHE PuzA PER-Fun �;. • (80' RICK of wAY) i^ F,'"- 50.00' S 89752'20" E I ,o"'°` a „'i . ' No r IN IPICAVON . C1 '.i'C r. . 8, :--....-,-Ip 1 id ,.... i .„..;:-. , ....;. 'xi it) st. ; sae Tx I..— • 1,1 orr stRY 611C\< INN atxSv'It r'�' ."4.s Pas= +370 �,P�.. -°a 1�. c..�--;'r N . it, LOT 35 s. IAT r� BLOCK 10- W} • .,•:• 17.0' 4. _ ' Q r i. - `� DENIED'ci z,„ . ..., Cf) . M4 ` j try LOT M y1 'MON PVC ingromparr Pte}•, d • • a N 89'52'20" W 1 . 50.00' w4, LOT 36 LOT 34 LOT 32 i!fil,' BLOCK 10 BLOCK 10 BLOCK 10 ItA .tigTES: 3�::BEARINGS ARE BASED ON AN ASSUMED BEARING OF S 99'52'20 E'ALONG THF SOUTHERLY ' y:• RIGHT—OF-WAY UNE OF PLAZA•STR ET. .. '• •' '2. BY• GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE X AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17. 1989, COMMUNITY NO. 120075 PANEL 0001 D. '. 3. 'THIS SURVEY REFLECTS ALL. EASEMENTS &RIGHTS OF WAY AS PER RECORDED PLAT &/OR 1111E COMMITMENT IF SUPPUED. UNLESS OTHERWISE STATED. NO OTHER•T1TLE VERIFICATION HAS BEI PERFORMED BY THE UNDERSIGNED. 4. THIS SURVEY NOT VAUD WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE ' . AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA -.;r;• BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMIN- ISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. +x; REVISIONS , PATE 't 1. REVISE CERTIFICATION s-31-9e .JEFFREY B: CAVIN '_'Y • • - REGISTERED LAND SURVEYOR , '4984 STATE OF FLORIDA I DISK # 112 ,l DATE: 5-24-96 0,10B # • 144 ,SLE: 1" = 30' JEFFREY B. CAVIN SURVEYING Phone (9043 354-1141 923 Peninsular Place , Suite 1 Jacksonville, Florida 32204 FAX (904 354--1255 LAND SURVEYS o SUBDIVISIONS• 0 CONSTRUCTION SURVEYS