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320 5th St POOL19-0034 Pool/Deck •S'''f'''1' SWIMMING POOL PERMIT PERMIT NUMBER v POOL19-0034 0 CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ISSUED: 3/24/2020 �`Jt�r ATLANTIC BEACH, FL 32233 EXPIRES: 9/20/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 320 5TH ST SWIMMING POOL SWIMMING SWIMMING POOL AND DECK $70855.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169832 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 OWNER: ADDRESS: j CITY: STATE: ZIP: HALE NATHAN PATRICK JR 320 5TH ST ATLANTIC BEACH FL 32233-5346 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL I Notes: All runoff must remain on-site during construction. Issued Date: 3/24/2020 1 of 2 rf�.L`l��� SWIMMING POOL PERMIT PERMIT NUMBER 'SP00119-0034� ,-,.r ;: 0CITY OF ATLANTIC BEACH ISSUED: 3/24/2020 800 SEMINOLE ROAD --!°i' 9" ATLANTIC BEACH, FL 32233 EXPIRES: 9/20/2020 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 feet minimum from street or drainage feature(swale,structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $364.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $182.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.07 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.71 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$887.78 Issued Date:3/24/2020 2 of 2 ,--;i-,_..:1,v,../ City of Atlantic Beach APPLICATION NUMBER ,�. :': Building Department (To be assigned by the Building Department) 800 Seminole Road rf Atlantic Beach, Florida 32233-5445 POLL t C( "QOv 1 Phone(904)247-5826 • Fax(904)247-5845 9 / 19 r.a s)%' E-mail: building-dept@coab.us Date routed: ! I l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM L Property Address: Z i 1 �.j 1 Department review required Yes410 .. Idincl] Applicant: �(-- l) D PoG C ung &Zoning • Tree Administrator ublic Works Project: POC) L `- ��C—K, _ Public Utilities Public 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: ❑Approved. I (Denied. Not applicable (Circle one.) Comments: Am / (BUILD )IN-a PLANNING &ZONING Reviewed by: Date: !laq TREE ADMIN. Second Review: Approved as revised. ['De d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 31,120 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY • 1="'r,,. Buildin Permit Application Updated 10/9/18rs , ' J' City of Atlantic Beach Building Department **ALL INFORMATION 4 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 'r Ural>' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us 2 Job Address:52.l ) -j` 1 �3-�-• Permit Number: POL(Ci —0 034 Legal Description tj--(,;`I Ile-2 .;-Z'lE 44-f ,-h 1--2r---)r_.1.--, I•,p+s1, 7 Net, RE# !CD9 L—C Valuation of Work(Replacement Cost)$—/O, gam•�' Heated/Cooled SF Non-Heated/Cooled • Class of Work: MNew ❑Addition ❑Alteration ❑Repair q�e>�❑Move ❑Demo ❑PooREpeP U V I E^ • Use of existing/proposed structure(s): ❑Commercial Ei//esidential (v fL+. • If an existing structure,is a fire sprinkler system installed?: ❑Yes QNo • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Trea ernoyalTermit) 1No Describe in detail the type of work to be performed: ��LL�� Ir) r -►d fl/1 1 u1 '1 SLK Duitding Departmcnt Florida Product Approval# for multipleod sAt eBegthlaf i Property Owner Information yy NameMT!de +4;31e- Address 32 0 � —. City-1j -h'G State FL Zip °Z23?' Phone yl?t/ s'1u� Y E-Mai _ (V p)'1a 10. 6) �/,10, I Cci A, Owner or A Int(If Agent, Power of Attorney or Agency L•tter Required) Contractor Information rr�� Name of Company` 1 <<- �- TC-';5. Qualifying Agent rim 1 CA'A. Address 151-10 it- el icA ,I'- City A 'c p -1State J=L Zip ,9" Office Phone1e -5-i- 2-1 Job Site Contact Number State Certification/Registration#11.-{C114571-121 E-MailV4(o'Icc`i-id, f:c,I`>, c) W (� Architect Name&Phone# C) Engineer's Name&Phone# Z co N Workers Compensation Insurer OR Exempt I Expiration Date < I ZO v, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal lador4a6 i= commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reguit0 Li; construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SI S, p o Q WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirementijogiQ U O permit,there may be additional restrictions applicable to this property that may be found in the public records of this county)aid . 2 there may be additional permits required from other governmental entities such as water management districts,state agenas pro a federal agencies. U h cA I- CC .4 Z OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance witall ac- La applicable laws regulating construction and zoning. 0 W W 0 La >- WARNING CO WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA I_ Ill w a w LU RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEM cn w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE Li 5 RECORDINOfOUR N ICE OF COMMENCEMENT. ' `) ,i (Signature of Owner or Agent) 7 (Signa ure of Contractor) Si:.-d -.d swo . to or affirmed)before me this ") day of Signed andswo t (or affirmed)before me this ',"-7 day of ip0. / I by S-ff ,( n(J/Gf,by I. _ at LW A 4.. •„•' uritAR'f14€1.43MITH `. •• " Commission#GG 12S5Jr ?t""': '• KAY KEEL SMITH m.. �`. Commission#GG 129934 ";,���. Expires November 30,2u21 of ersonally Known OR ".3 ';°° Sandal Thru Troy Fain Insurance Na3e5.7i131 •ersonally Known OR ;,,.'a��� Expires November 30,2021 E!,!;°' Bond Thru Troy Fain Insurance 800.385-7019 [ I Produced Identification 'roduced Identification y Type of Identification: Type of Identification: N to 1 CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD J "Yr';: ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/17/2019 Permit#: POOL19-0034 Site Address: 320 5TH ST Review Status: Denied RE#: 169832 0000 Applicant: ISLAND POOLS;LLC Property Owner: HALE NATHAN PATRICK JR Email: rd@islandpools.org Email: NPHALE@GMAIL.COM Phone: 9043345421 Phone: 9044384253 9049910307 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: \ 1. Submit 2 copies of a topographical survey. A pdf will be attached to this review giving n requirements for site developments. Building /11/), 3/2-Pd Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 6/71 Of 't /-cal o m rvt a ✓1 + I / r`l'O i r Resubmittal Notes: V All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION s-j�'`L1�i,, HIGHLIGHTED IN '1 . City of Atlantic Beach Building Department GRAY IS REQUIRED. r� 800 Seminole Rd, Atlantic Beach, FL 32233 -on 9>• Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I Revision to Issued Permit OR ----.1 -Corrections to Comments Date: 2 ---2- ) - 2-d Project Address: .543 Jr/ 54- Contractor/Contact Names\Cly-� 3 Contact Phone: ?>' "--t 5 '11, - I Email: 0 ( \ S\0"-J.-- e CYM S , 0 f Description of Proposed Revision/Corrections: .:z . -1—W6 SUrVit f5 cle r < y , : I ---p_D & f u. ,./ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) FEB 2 1 2Q • Will proposed revision/corrections add additional square footage to original submittal? ii.o ❑ Yes (additional s.f.to be added: ) Building Department City of Montle F.`each, FL • Will proposed revision/corrections add additional increase in building value to original submittal? Ala_ ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Ager f (Office Use Only) Approved [ Denied Not Applicable to Department Permit Fee Due Revision/Plan Review Comments De,artment Review Required: :uildin: frj- /cWarrning&Zoning Reviewed By Tree Administrator ublic Works ublic Utilities 3/2/2Ci Public Safety Date Fire Services Updated10/17/18 1 \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE COP ' ATLANTIC BEACH, FL 32233 }.) (904) 247-5800 BUILDING REVIEW COMMENTS Date: 10/21/2019 _ Permit#: POOL19-0034 Site Address: 320 5TH ST Review Status: DENIED RE#: 169832 0000 Applicant: ISLAND POOLS,LLC Property Owner: HALE NATHAN PATRICK JR Email: rd@islandpools.org Email: NPHALE@GMAIL.COM Phone: 9043345421 Phone: 9044384253 9049910307 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Requirements of the Topographical survey bulletin have not been met. Echoing the review comments of Public Works Review. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ,� City of Atlantic Beach Building Department GRAY IS REQUIRED. ,� 800 Seminole Rd, Atlantic Beach, FL 32233 '" Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Fc OL.t9 — (>034 ❑ Revision to Issued Permit OR `Sorections to Comments Date: l 0 -/ L - I --ConProject Address: 3,-),(7 S 1-- Contractor/Contact tractor/Contact Name: ) G T c y I w cl ( U Contact Phone: 3 `"( SL'c - ) • Email: Yc1 e e Cil( S , (-) r Description of Proposed Revision/Corrections: iJTv.cY ./ To �S RECEIVED I - c-/ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) OCT 1 7 20t9 • Will proposed revision/corrections add additional square footage to original submittal? '�I�o— ❑ Yes (additional s.f.to be added: ) Building Department City of Atlantic Beach, FL • Will proposed revision/corrections add additional increase in building value to original submittal? ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 111 , Approved 7 Denied 11 Not cx1 Not Applicable to Department Permit Fe Due$ . Revision/Plan Review Comments icroi 0 py zal S('v✓ey F2e p! i - i /vl en TS no el e pe r` n- I t-t, UAL f 14,-P` / G7 S' 4 s6 f i►fN1 M 1 Department Review Required: Bui P anning&Zoning Reviewed By Tree Administrator Public Utilities 10 -2/-19 Public Safety Date Fire Services Updated 10/17/18 (r: J A CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD L,' Y r OFFICE COPY ATLANTIC BEACH, FL 32233 (904) 247-5800 J ` ,319'r BUILDING REVIEW COMMENTS Date: 2/20/2020 Permit#: POOL19-0034 _ Site Address: 320 5TH ST Review Status: Denied RE#: 169832 0000 Applicant: ISLAND POOLS,LLC _ Property Owner: HALE NATHAN PATRICK JR Email: rd@islandpools.org Email: N PHALE@GMAIL.COM Phone: 9043345421 Phone: 9044384253 9049910307 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. 2 Topographical surveys requested on the first review dated 9.17.2019 have not been submitted yet. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us gtivu►k/ a?eui4wS . ,n 2./Zo1ze Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. OFFICE COPY Revision Request/Correction to Comments **ALLINF HIGHLIGHTED HTEDI ON „:0-A114,„:0-A114, IN 411*.sl' City of Atlantic Beach Building Department GRAY IS REQUIRED. r� 800 Seminole Rd, Atlantic Beach, FL 32233 C� /^yn Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ? OC)L l 1 "OV - Revision to Issued Permit ORaNkfections to Comments Date: a” J' ,; /) Project Address: Contractor/Contact Name: f Clt.�/� POTS J S Contact Phone: S ) Email: V�. e ! 5 I0,tk� poIS 4C) Description of Proposed Revision/Corrections: U; 4e A CCS; {i-U� ci I �(-2erv� pis CO ico1�, itis. `?<)-d1 0 A 4 ! /V 1. � c , \S b --- AO c to -c' (Nd Tv P© suRv"G-LI affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑ Yes (additional s.f.to be added: FEB 1 3 2020 • Will proposed revision/corrections add additional increase in • ' •'i• value to original submittal,? C175" ❑*Yes (additional increase in buildin: va .- BE\y ).(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) LI Approved 1 Denied 1 Not Applicable to Department Permit Fee Due$ 73'. CD 0 Revision/Plan Review Comments S741/ 'T It* j. ' Grt) 2•ecve f'll o, 1C,rg)- ; 9-/.7 -golf Department Review Required: �uildine_� ` n Planning&Zoning Rev' ed By Tree Administrator c or u Ic tilities 7i-�-C� v Public Safety Date Fire Services Updated 10/17/18 SJ.Ly; City of Atlantic Beach APPLICATION NUMBER id - ,�� Building Department (To be assigned by the Building Department.) '' A 800 Seminole Road , � �..,, r Atlantic Beach, Florida 32233-5445 pGC)L j /�l I -v01 1 Phone(904)247-5826• Fax(904)247-5845 Q nE-mail: building-dept@coab.us Date routed: 1 li I. 1 1 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �� I Department review required Yes No Property Address: � � 0 j ��`� Po ildinq _ Applicant: \ Sl.-`;l� D 0( /Nanning &Zoning---> Tree arninistrator Project: i G CS L. ,.._ e_...C.K, blic Works l) Public Utilities Public 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: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING G� PLANNING &ZONING Reviewed by:_df-- Date: r -27 i`t TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. [1]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s 'r 11-- "Jdlrr, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY • o City of Atlantic Beach PERMIT# c, Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 o;tt>%' L (P) 904-247-5800 OFFICE COPY SITE INFORMATION ADDRESS 320 5th Street Atlantic Beach,FL 32233 SUBDIVISION 03101 Atlantic Beach BLOCK 6 LOT 7,9 RE# 169832-0000 El RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Patrick Hale PHONE# (904)334-5421 ADDRESS 320 5th Street CELL# CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL rd@islandpools.org El OWNER E LEGAL AUTHORIZED AGENT 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 Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent Patrick Hale , C/ SI ATUR PLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this day of 0 DeI cl by State of !/ (- County of 01"-- Identification Identification verified: /Oath Sworn: ❑-Yes ❑ No Notary Sigtfature - ................... KAY KEEL SMITH My Commission expires 6, '�"� ;.:Commission#GG 123904 =s . ' Expires November 30,2021 °O,f;•.'• Bonded Thry Troy Fain Insurance 800.385-7019 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 Revision Request/Correction to Comments **ALL INFORMATION erlrfifr•ck HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ir 800 Seminole Rd, Atlantic Beach, FL 32233 -DB 9, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:re,. /9'-Grimm ❑ Revision to Issued Permit OR - 'erections to Comments Date: 2- - Z ) - ZCS Project Address: .5 •0z) 7 54- Contractor/Contact Name: vj` 5 Contact Phone: 33 LI 5'1,3 I Email: (�� N 5.\ -J- P C I S „ 0 f Description of Proposed Revision/Corrections: w- SY".r1 � 1) Ir! affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) FEB 2 2020 • Will proposed revision/corrections add additional square footage to original submittal? Alq ❑ Yes (additional s.f.to be added: ) Building Don^irtniont City of Atlantic F; ach, FL • Will proposed revision/corrections add additional increase in building value to original submittal? ' Ala--. ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent (Office Use Only) Approved ❑ Denied U Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments puilartment Review Required: ding T �P�arf ping&Zoningp Reviewed By Tree Administrator u oWorks —.I u public Utilities / _Z G Public Safety Date Fire Services Updated10/17/18 Syu��;.� City of Atlantic Beach APPLICATION NUMBER Js rb Building Departmentin r ;w=+ � (To be assigned by the Building Department.) ' : 800 Seminole Road `rZ�� 15, •V Atlantic Beach, Florida 32233-5445 f' ODL I Phone(904)247-5826- Fax(904)247-5SEP 12 2019 aE-mail: ii-on � building-dept@coab.us L! Date routed: 9 l ' 19 City web-site: http://www.coab.us Pr _4 APPLICATION REVIEW AND TRACKING FORM Property Address: 3 _ .....c---71) ��L- s`c' Department review required Yes No Poo uildmq Applicant: \ �(--'� D /Planning &Zoning Tree dminiistrator �blic Works j Project: i OU C� �ECK c� Public Utilities Public 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: ❑Approved. Denied. [Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b /r �� late: — idr-- — TREE ADMIN. Second Review: Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES r - // /l PUBLIC SAFETY Reviewed by: /�t j, vV%1 Date: /E' _17 FIRE SERVICES Third Review: 1(Approved as revised. ❑Denied. ❑Not applicable Comments: r. Reviewed by:c..4 0(%-v-Wate:2-1/-2V Revised 05/19/2017 °Q(/ ot‘ /16s-ett. orb ; 20--34o (VI 2 no 2 275-11 ; -Q1 ; XIcJcP,,r Al'Ahrre) V.Irc Ar-0112:' /41 Tref J.X7 'Ps 11/ Y144/ 41/ 64r ?211111 * 1 'OA tinz: Pf -; IX IP r°6114" 10-77- b7Y--t Z *17 2r-rse rT 4147m mr rx-10 -000* og/ ev -7407 -70yr AP 3)7;r h .. i a i t. � �_ -__-' Lf /r/ ,� 27Q • YY X .219 .2//2„ 04.±. 74,/,‘ kg:L/6,V- 447 -fie57(12, 1 Revision Request/Correction to Comments **ALL INFORMATION �1""Llri 1 HIGHLIGHTED IN i City of Atlantic Beach Building Department GRAY IS REQUIRED. j n 800 Seminole Rd, Atlantic Beach, FL 32233 °""r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: COO L.I1 - UL 34- ❑ Revision to Issued Permit OR LE!t".c.orections to Comments Date: / v -/ 6, - Project -Project Address: J CD 5 Contractor/Contact Name: go G r c �/ S (c c) Contact Phone: 3 '7 ` ( S �� } Email: S N,e ; c (To( s _ O r� Description of Proposed Revision/Corrections: - m 0 Ve y L To �s RECEIVED - 0-0, k- 6 rc- 7 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) OCT 1 7 2019 • Will proposed revision/corrections add additional square footage to original submittal? 'Bldo ❑ Yes (additional s.f.to be added: ) Building Department City of Atlantic Beach, FL • Will proposed revision/corrections add additional increase in building value to original submittal? ❑*yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: or �,� (Office Use Only) 111 Approved Ud Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments r*,,, le./14, iaveliati( 71j "'61 y /Ii/�7% '`k Department Review Required: Bui ing� - ` ter--1 Planning&Zoning • 17. k: • ) eviewecTBy Tree Administrator ; # OCT 17 2019 Public Utilities ` —/ Public Safety _______ Date Fire Services Updated 10/17/18 4-z-02 -213 **ALL INFORMATION Revision Request/Correction to Comments HIGHLIGHTED IN '`'` City of Atlantic Beach Building Department GRAY IS REQUIRED. i 800 Seminole Rd, Atlantic Beach, FL 32233 '' `-' - Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT (_ C l -1 O0.34 Revision to Issued Permit OR orrections to Comments Date: d,- ) 3' h Project Address: H " �� Contractor/Contact Name: rJ :2 t GU ci p,o ic.S Contact Phone: ', J p� / Email: c-6,,,, 6.) I 5 'Ducl pcdI S , o i l____ Description of Proposed Revision/Corrections: U e cAc4e.A. Com,f time, , / r �'( oA3 cfi t j((MPervi 6(_.),S CCU�Cv fa..i ��..5. r `7' orb/ re-{r' new<-e -e / ‘151-1- Ail 6 0 i A, if /l/6, f-2,0 ('-,,t C, S b - f\Ociq -t p)E, .- (K)o -CoPa �otzvcty I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? '4. 14e-..„ ❑ Yes (additional s.f.to be added: ) FEB 1 3 2020 • Will proposed revision/corrections add additional increase in ' ding value to origin:a,l subrnittal?,, o ❑*yes (additional increase in buildin va i,),contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved I I Denied I Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: �ui rcEIVE �� it / A � Planning&Zoning Re`iiewed By Tree Administrator EB 11 2020 -Pith or<s th-P Tic Utilities ar"-021j') Public Safety D e `V Fire Services Updated 10/17/18 rS%A+V:r r ri" to Comp. By: SW -- Date: 1/15/2020 Public Works Department City of Atlantic Beach Permit No: POOL PERMIT Address: 320 5th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where V=Volume of Runoff to be stored (cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area(C=1.0) and undeveloped conditions (C=0.08). A= Impervious Area (square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 15,000 ft2 Impervious Area (A) = 541 ft2 = 3.6% V= 0.92 x 541.0 x 9.3 I 12 V= 386 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft) (ft3) 0.0 143 199 BOTTOM size: 13 X 11 1.0 255 TOB size: 17 X 15 Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 0 BOTTOM size: 0 X 0 0.0 0 0 TOB size: 0 X 0 Area 3 -Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 0 BOTTOM size: 0 X 0 0.0 0 0 TOB size: 0 X 0 Inground Storage: =A`d/pf Total Storage Area at TOB(A)= 255.0 ft2 Depth to ESHWT from BOTTOM (d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 204.0 ft3 APPROVED Required Treatment Volume= 386 ft3 4 / �� �-�� Supplied Treatment Volume= 403 ft3 Retention 5th Street 320 revision 1/15/2020 -f eGy /eaQ1 /7 049,77/ rites Ctik *,-WO 363 d 5( 6 YP 71r- 110 aq SC if rof /b, 444,74 h 063 Josoy ?tz = 247 ieX2, r;z : 3p A9, 42:v brix o,P tV.rX 22; 7 4J76 4e / = /6 l0X' /3 /Jo ARK 'tiy;" cle r wr i``f z /1 r 4/00/0/ . A/ It £2 _ 603 /r7 do, /44 40ffrvieti bay, Oviiit90$ kg,1 /I APPROVED g`/,/ f ( /o, x f = 4,6 /--/r-o d • •e CASCADE beating Lana... • • ,...IP aft . Ifis,.47, _ • . • 0 # s-'•*IA'd• Outdoor Design sho,..Endoswit watd.wokil 0•• IF. t 0• • .. t- 11,•.t.• * - Shed;Details per contractor COMM+YOE.reuse Claim OEM.LIL boards,natural entia,(I)or OSn Marla 8103 rvie amnia iaparaiea rt.lam ' • • •• .rfp neel Par Lb 31/11904*MU /1.78- • • OWL rikaviviaviaiatrveractivi • 0 elesiii aireceieviatictreailaillie Mulch,Pine straw Ilimiel Mr Cammallee areauraidme Oradea Existing Peen.To be temOvad(2) • • . .J-s-el '4.4* s bna Re4.•Lrel• Mait•.44,....1.,..,... IC. P..'al.P.If.1 Pad Fence,Pcol sale , Pool welt Spa;Deck jets(4),spelover,mini- '• .tepee I 1 :‘,.4411ati.' '!•:',' 4r;.41,0.„ .1 .--. tilli 14 Ap...ortwn al 0 14...t.r.n r...... .04......4..r•to.... ...nue. , 4. •S interior Wort nnoor deeming system,(3)LED • Wes,16'roping as wed,paver. - ,,:,., ',I,. -I'4 • Mapormen Dead,72- I !.,..7.'N'.• . I , ,..... 11111 t. 1111111111 • '‘i IF i C1.44,I.. ,a084 Nra.61.104. 31.6 4 • MMInr4.4144 1 i ,........., ".,* .„.........., * wy, .. ma... ...a4044 wart0,44. . L.. .10 Peep;C.011Grat paws.Igle fence;Privacy,wood,vertical lil * ---...„. aro-wee pincer.I tis,pre y. um ca.,linaar pate..•Pite pii._. boards.natural levet(1)36'Gate brick fascia 4 . IINONIIIIIIIIIIIIMIll e 41r . ,, .,....,,,,,.., .fton.,.........,•,.•,. ,,,, ,, OMNI IN, ' ,a , ..--____20. • Screen Enclosure;Retractable panels (2),fixed panels(2).screen dcor(1),-- - - iffillainall..1111 . ,''' • Potted arrangonents;Existalg at garage fil s swer.rouL...rn r muogenals ftrow) )). , -.'---------- (2),tall and rummy(3).herbs to be details per contractor •• r. . .11i ,.-:,-,-: 01 Pnoveled by hurneowner(3) s,...1,.... OptIonal Pool Frquernost Pad(°aeon— --, . Pergola,Affixed to great,wool. genre grey to meth Kitting dere Dutdcor Kitchen;White Wee stoectumt.eiend4me • • GERC counter,resorted GFRC sok.GPIC gra Treas.freestanding,mod,steeled ...ppff t Warn,(sac Eag Green Egg gatedged by , nonwavner)swoon shell.32"wank dr neve , i ' 9.,t.match ending dads, . , approximately akn- Edging:06 U.flood.fridge.dimmer(1),double doom(I) M . Deck.Wood.to nut&meting Gr.Corer 145 sl. • details per contractor Gravel 1.052 s.f. _._, I : , - .' Mulch:1.729 s.f. I''I ' . 500, 0 • Edging.Metal ma . - - 0 .. . • . ,. 413-H Wood:;6 U. Pool Wm L26 LL • I / OUTDOOR=TOWN • Beam:3 Lf. Cosolor 36 O. Fascia:62 If. Shea:6s2. 0 PATIO Iallinimilsoos • Pavers:942 s.f. asp St net IN LL Rapt la U. * PER6OLA " Ill Ara:60 si. ar 1111 0 1 , 0 POOL Area an U. Cdpeox 119 U. Equip.Pad:21 IJ. * 1 OW le EL .I INCLOOINIO impeove76*N Woo&13 If. Exerting Frfltie 0 Sildi%WC 102 Lf. COX.Mire:665 s.L. ____________ Step StOnes.2+,18'(8),2406'(2) \•.... I 0 0----... •CC .. 4 i..._. IIII IIII a CD O Cs 0 --- - i ' . i r Pipptrty um •Si dainenSiOre are appipannate.Fmal measurements aoe tO be provided by Me,(ntre for performing ereallatron 'MI PliNKXS ate subject to availability. Indemen area to be removed Path TSPr"dotal Lights:3.i:a_ I ftr16"(Ib)6'sparing.to metro pavers 0 Gmundcover;tenon Thyme 1 111111 i, LCA.0861110C. (Thymus cannclonn) . , lai0; •----- I,, ) Total tor 14,969 Al _ 1 V Impervious Area. FA3s0,9.frrde3 Al./405% 0. Immo Tree ' o o , Defffp.,,,,RmOoseci.640464/3.044.:% ..._ • __ _. . —..— __..„,..._ ...*. / 1, N. Final Detain 7/16/2019 ‘ O_IENT NAPE:Flak Collette and Patrldt N ADDRESS:320 non Snot 01101-fig"-•) arrsTAThraP.aninnceatkfl,32233 .at1.r•If/ R.f.A_Slick, ._r.., :eroa o-.,,,3•••..+•m ua•w.w„••••0•an 04.0 �: A.'N••fgYR....S",e Y•:n r,'..,, l 5 - lS. x ' A 1Z pe_e-cbr•.�cd ,p� : 0 0 0' 0 • . a3 sl �', e - 24" xU0 Nii P-c P (7 \/; _ u2..�; x 3 = 188.494'+3 o • . • J • 1 — y 1 _ Revision Request/Correction to Comments **ALL INFORMATION 4,1074 HIGHLIGHTED IN rr City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 � Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR,�.�-Corrections to Comments Date: Z - Z 1 - 2 Q Project Address: 3w) �/ 14... Contractor/Contact Name: "S\_C - 1 `S Contact Phone: 33 LI 1 . . I Email: c' (Z N 5\UA--c- p'' S . o C e) Description of Proposed Revision/Corrections: 114 S U 1'V,P f 5 W.: C' ( �1 e LLt 1 , ,__. r4 I e"-p_D & f Qv affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) FES 2 1 2 • Will proposed revision/corrections add additional square footage to original submittal? .4414 ❑ Yes (additional s.f.to be added: ) Building D pglrtmont • City of Atlantic roach, FL • Will proposed revision/corrections add additional increase in building value to original submittal? 414e-- ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agen : „----------- (Office Use Only) 0 Approved ❑ Denied Lra'Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments N. Department Review Required: uilding A.40(------) , / iii-n &ZoningReviewed By Tree Administratoj ���i v � (Tblic Works' FEB 2 4 202) ^7 /� Public Utilities (. `, Public SafetyDaeV Fire Services BY:-----_ Updated 10/17/18 loland rool4ux Cover page 320 5th St Atlantic Beach FL 32233 Occupancy class R-3 FBC 2017 NEC 2016 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 5 00E7 00' 0011 W 150.00' 0 0 N m STOOr En a r. Q r ii i ��;RI �_-—1 - a ii i. ii i ' I I1 ! iii Z 'I N i 66 co I 1&; Dox ?i ; 3 a T Z rn n 0 -v ADDITIONS s RINOVATION• FOR i'i11b I .Mss•aCi10•PTI M••HYMT aEs N JA:HIRgNALRLSDP E ssDsl 1RfyTiETlq SMY IIOFNDTI aRlENCE t l SSSSi lhln S]O 5TH STRICT ATLANTIC.POACH.FLORIDA ♦uu <il9 1: 1_, 111 o 11 IMAINE ARCHITEGTURAL DESINS INC.NG. V1 § yyN Doc # 2016030792, OR BK 17457 Page 5, Number Pages: 2, Recorded 02/10/2016 at 12:47 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $9100.00 Prepared by,Record and OFFICE COPY Return to: Cindie Hernandez Gibraltar Title Services 4190 Belfort Road,Suite 475 Jacksonville,Florida 32216 File Number: I5-0326A General Warranty Deed Made this February 4,2016 A.D.By Peter V.McCawley and Ingrid D.McCawley, husband and wife, whose post office address is: 345 4th Street, Atlantic Beach, Florida 32233,hereinafter called the grantor,to Nathan Patrick Hale,Jr.and Collette Hale,husband and wife, whose post office address is: 320 5th Street, Atlantic Beach, Florida 32233, hereinafter called the grantee: (Whenever used herein the terms "grantor" and "grantee" shall be construed to include masculine, feminine, singular or plural as the context permits or requires and shall include 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 Dollars, ($10.00) 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 in Duval County,Florida,viz: Lots 7 and 9,Block 6,Plat No.1,Subdivision"A",Atlantic Beach,a subdivision according to the plat thereof recorded at Plat Book 5,Page 69, in the current Public Records of Duval County,Florida. Parcel ID Number: 169832-0000 Together with all the tenements,hereditaments and appurtenances thereto 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 except covenants,restrictions and easements of record,if any,and taxes accruing subsequent to December 31,2015. OR BK 17457 PAGE 6 File Number: I 5-0326A OFFICE COP Y In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in our presence: J�,(4, (Seal) �^ P, er V. Witness Printed Name A/7 S1 r, in X) Addr •.. 45 4th Street,Atl: , orida 32233 1 40 U �` � t pl./i.McCawley Wan- 'd Na -yi�i�A - it' y <. 0T'."32 rens:345 4th Street,Atlantic Beach,F? 233 State of Florida County of Duval The foregoing instrument was acknowledged before me this 11th day of January,2016, by Peter V. McCawley and Ingrid D. McCawley, husband and wife, who is/are personally known to me or who has/have produced driver licenses as identification. Notary Public - Print Name: E HERNANDEZ My Commission Expires: Notary Seal va; MAP SHOWING BOUNDARY SURVEY OF LOTS 7 AND 9, BLOCK 6, PLAT NO.1, SUBDIVISION "A", ATLANTIC BEACH, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 5, PAGE 69, IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: NATHAN PATRICK HALE, JR, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, °"I1 GIBRALTAR TITLE SERVICES AND T BRANCH BANKING & TRUST COMPANY. C m 5TH STREET c, (40' R/w) so—L) 12.IRON E 100.00' (R) 'eRicK 99.74' (M) COLUMN X-OJT 150.00' (R) • 4' CONC WALK'. . ; ( �.. ' • .'a . 4' 150.05' M) PLAIN 0.3' n�5s I 1 1 1 _/Y 03' ` I��I 0T 0.3..... FLoco MC nr..AREAs DETERMINED To BE cursre 11E au ANNUAL CHANCE FOOT OR MiM DRAWEE A THAN SQUARE NBA AND AREAS PROTECTEDn.oce LEVEES /R.00OM 0 zwa- CHANCE MEAS OF O. ANNUAL CHANCE RAO: AREAS OF 1x A MIAL CHANCE NTH AVERAGE OEPTIIS OF LESS TNAN 1 V E Y p R GENERAL NOTES: J % 1/4s, 1. BEARMGS ARE BASED ON PUT BOOK S PACE 62 2. FROSTRUM F.E.M.A. FLOOO MAPS PANEL NO.4�_DATED ITURE NO.12,j1 SHOWN HEREON LIES WITHIN FLOOD _PI4E_NS BEST DETERMINED FROM F.E.M.A. ASSOCIATEDSURVEYORS INC• 4- ANISOCTIONM.AND/ TM-LY SU E UNDERGROUND3. THIS IS A SURFACE SURIRY ONLY_ THE EMIT OF TED B FOOTINGS.PIPES AN UTILITIES.� Y, NOT DETERMINED. O LAND & ENGINEERING SURVEYS 6. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. TME PLOW WOWS WERE NOT SF_AROHED BY THIS SHUTVEYOR FOR EASOJONTB. TILE; COVENANTS. RAJA RESTRICTIONS. CLOSURES. TAIONGs OR OROMANCES. ETC. W 6. UNLESS OTERNSE STATED ALL PON PIPES FOUND MAVE NO IDENTIFICATION. 3846j CKS VILLE,NGF BOULEVARD L j JACKSONVILLE, FLORIDA 32210 �, 904-771-6468 AC AIR CONDITIO ER LEGEND/ABBREVIATIONS PROFESSIONAL LAND SURVEYOR J 0 j CERTIFICATE OF AUTHORIZATION NO. LB 0005488 DT TTN NIL BUILDING RESTRICTION LINE PSN ' PROFESSIONAL StIRVEYDR i RAPPER R + RADIUS S $ V CIA COVENNITS t. RESTRICTIONS (R). RECORD CH � RM + REGISTERED OED LAND SLURVEYOR 1 HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY (C/40 CAN NOT TE' RIM - RIGHT OF MAY o• SET IRON PIPE OR REBAR 'ASSOC S1RV'OR LB. 5466 DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL n COVERED ELECTRIC BOX FOUND IRON ) maN PROP)CR ) STANDARDS FOR LAND SURVEYING PURSUANT TO • - 2' 5J-17.050 ET ELECTRIC TRANSFONER L PAD I I . • • FOUND OONCREIE MONUMENT CBI THROUGH y71j0 FLC j;DA ADMINfISSF)ATNE +* ... 72. F.S. Lam" JACKSONVILLE ELECTRIC AunaRITY LENGTH CROSS OJT at t> NNAIL& BY: ( � /�/�� 'MI' LB LICENSED NUSDEss X-X- -- UNI_ SuRvEYOR CHARLES B. HATCHER FLORIDA C3- FICATE NO. 1 (TO LS LICENSED V—V—N V—U— �� om CHARLES L STARUNG FLORIDA C 21' F1CATE NO. 4579 ORD OFFICIAL RECORDS BOO( �o-o--0 0 WOOD F RAYMOND J. SCHAEFER FLORIDA CE' FICATE NO. 6132 DRY OFFICIAL RECORDS VOLUME WM. FENCE PC POINT OF CURVE O1)---OU—OItI—OU—OVERFEAD UMW PCC POINT OF CONFOUND CURVE FIREHTORANT PER POOL EQUIPMENT PAD AMIE RISER JOB NO. 65962 DATE 01/06/2016 PI POINT OF INTERSECTION MAIM moat PRC POINT OF REVERSE CURVE IOU. MITT POLE SCALE: 1" = 20' DRAFTER ECA PT POINTTANGENCY MONJMENT t cur METER NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER MAP SHOWING BOUNDARY SURVEY OF LOTS 7 AND 9, BLOCK 6, PLAT NO.1, SUBDIVISION "A", ATLANTIC BEACH, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 5, PAGE 69, IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: NATHAN PATRICK HALE, JR, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES AND BRANCH BANKING & TRUST COMPANY. ��ii _ \-e— y,,,.._.- k-- C c a N_,' (-J32.-) STH STREET n i2-14-- 1(' ( � ,/2. (40 !i//Y) 1.7)0.7 IJ�S I" 'ROLA PIPE 100.00' (R) BRICK nFFICE COPY 99.74' (M) COLUMN x-CU T - . ..... • . y.- 150.00' (R) .4' CONC TMALK ~ •a .' :0.3' 3'•• 0.3 -;•: •~ ' • ..•a: ..�. . ,50.05 00 ■nifia : FICIOD FOOT 011 NE nr.AREAS 7NAN BE 19 OUTSEIE DIE IRE.mo ANNUAL II PCHANC ED LEVEES.. AMYL dSHADEDI' PAS OF 0.25 ANNUAL CHANCE FLOOD AREAS OF IR ANNUAL CHANCE VITA AVERAGE OEPIMS OF LESS THAN I Olt: F�A00GDICRAL ;ik 1.eARNGS ARE BASED ON PLAT ROOK a.PAZ HO2 SIRUCIURE fRON FF.N.H/. FLOOD APS PA€ NO.9C1_DAIEDO.Mk SHOWN HEREON LIES 12111IN FLO 06 101)Y AS BE57 DETEIIIwED FROM f.EJi.A. ATED SURVEYORS INCerr THIS SD/IVETC . 4 n+s aALA EEA%ON;E, ALL°��In„E` S7fA �AN UTILITIES.IF�r LAND ENGINEERING SURVEYS e. sHNRrEy SA D CR LEGAL DESrJRIPTIONS FURNISHED. DIE PUBLIC RECORDS WERE NOT SEARC HED Br TMS SURVEYOR ILI POR EASEMENTS. TIDE. COVENANTS.&a.l^S RES NCIIONS.CLOSURES. TA01GS OR ORDNANCE&ETC. 3846 BLANDING BOULEVARDs•UNIEss OIMERT119E STALED ALL IRON PIPES FOUND MAKE NO 10BN11FTCA1ION. JACKSONVILLE. FLORIDA 32210 904-771-6468 AC AIR CONDITIONERLECENO�AYYIlEY1ATIONS _N!L BUILDING RESTRICTION LINE PLS = PROFESSIONAL LAND PSN - PROFESSIONAL SURVEYIN t NAPPER • CERTIFICATE OF AUTHORIZATION NO. LB 0005488DTTtN DUB TIER = RADIUS — = RECORD OI CMS & RESTRICTIONS CRDs REGISTERED LAND SURVEYOR ENNR) CAN NOT READ RAI - RIGHT O WAY I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY cm E 0 ' T + PIPECR RESAR a> T DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL cam ED CCIVaAssoc SURY OR l8 SINS ES ELECTRIC MX • • 170UtN0+ROA P!'E(IP),ANON PN(IP)d1 ) STANDARDS FOR LAND SURVEYING PURSUANT TO - 5J-17.050 ET ELEciRIc TRANSFORMER t PAD ■ • • FOUND COMMIE MONu0r1T CW THROUGH 1,0 . FL ADMINI,MATNE •e 72. F.S. L JACKSONVILLE ELECTRIC AUTHORITY i- CROSS CUT OR a�HOLE BY: ( � —1; •A� L1 LION= SUS/NESSLS —X�—X—X— —a4M1 LILAC CHARLES B. HATCHER FLORIDA C 3' F1CATE NO. (HHO LME SURVEYOR SVM—V M II II ME K F� CHARLES L STARUNG FLORIDA Cm- FlCATE NO. 4579 os OFFICIAL RECORDS BOOK _-.....0---0---e---0--- wao $ I E ORV OFFICIAL RECORDS VOLUTEVM'L MINX RAYMOND J. SCHAEFER FLORIDA C ' FICATE NO. 6132 PC POINT O CURVECOMCURVE a+--OU—OU—�- AO, T PNONE RISER JOB NO. 65962 DATE 01/06/2016 P1 MKTff INFOOL �i1 flCTIONPAD NNATOt METER SCALE: 1 PRC POINT OF REVERSE CURVE 4 LnuTY POLE = 20' DRAFTER ECA 'PT POINTPERNANENT REFERENCE r MOST iOIAMEIER - NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER RD GRAY 334-5421 Owner: Patrick Hale State: Access this si Address: 320 5th St Zip: Ba City: Atlantic Beach FL 32233 e Phone: Pool beam t5r Phone: )001 SPECS elevation is e\IZE: 15x30 SQFT:450 sft f i n c h ed yard QEPTH:3.5-6 PERIMETER:90 1ft `ST TOTAL GALLONS: SKIMMERS: 1 decking will b�ETURNs:3 INTERIOR MATERIAL: declking and vPECIAL: TILE: DOTES: existing 7x121 SPA SPECS 24" 6 therapy;IZE:7x12 SQFT: beam 2 h p b l o E TOTAL GALLONS: SPILLWAY: IME 399K BTU g a.cRAISED HEIGHT: SKIMMERS: with easy }.oul2ETURNS: TILE: NTERIOR MATERIAL: and 1 spa 12CPECIAL: VErify pool eqJ°'Es location befor'LUMBING 2ETURNS:3 SKIMMERS: 1 'OOL MAIN DRAINS:2 SPA MAIN DRAINS: LEANING SYSTEM:suction HEADS: /AC LINES: ROBOT VAC: NATER FEATURES: SPA SPILLWAY: .IGHTS IN POOL: LIGHTS IN SPA: IOTAL PIPE: ;PECIAL: SOD VOTES: DECK OFFICE COPY BECK TYPE:Brick pavers ELEVATION: IOTAL DECK SQFT:500 sft PERIMETER: 2AISED BEAM: UP STYLE: 'IATERIAL 1: MATERIAL 2: ;PECIAL: REVIEWED FOR CODE COMPLIANCE VOTES: CITY OF ATLANTIC BEACH EQUIPMENT SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS 'OOL PUMP:Intelliflo V53050 2ND PUMP: =ILTRATION:Cartridge FILTER SIZE:RP 150 REVIEWED BY: in DATE: 39,1/- 4.) 1EATER: INLINE: RMER:Easy Touch 4 Function GAS: ;PECIAL:IC 40 VOTES: 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. OFFICE COPY 0✓ Simplified Total Dynamic Head(STDH) Complete STDH Worksheet—Fill in all blanks n Total Dynamic Head(TDH) Complete Program or other calcs. Fill in required 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: 16000 /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 = 0.0s (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 Suct.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' 50gpm 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.flag lercounty.org/d oc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 Selected Pump and Main Drain Cover: Pump selection Intelliflo 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) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. 1 0 3' —0" 0 2 8" suction outlets @ 100 gpm max. flow (see note 2). UI 0 0 3 suction outlets @ gpm max. flow (see note 3). l_l I I Channel Drain @ 316 gpm max. flow rate. 1 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 Contractor Signature CPC1457429 June 13th 2014 Contractor License Number Date (904)334-5421 Telephone Number Email Address Page 2 of 3 http://www.flaglercounty.org/doc/dpt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 OFFICE COPY Total Head In Feet Conversion Chart_ Inches Mercury (Vacuum Gauge) 1 0 2 1 4, 6 8 10 12 14 1 16 , 18 0 0.0 2.3 4.5 J 6.8 9.0 11.3 13.6 15.8 18.7 .120.3 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 8.9 9.2 11.5 13.7 16.0 18.2 205 22.5 25.0 27.3 4 9.2 - 11.5 13.8 16.0 183 20.5 _ 22.8 25.1 r 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 3.6 31.9 6 13.9 16.1 18.4 20.8 22.9 25.2 27.4 29.7 31.9 342 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 15.5 20.7 23.0 25.3 27.5 29.6 32.0 34.3 36.6 318 9 20.8 23.1 25.3 27.6 29.8 32.134.3 36.6 36.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 J 36.7 36.9 _41.2 43.4 11 25.4 77.7 29.9 32.2 34.5 36.7 3 .0 41.2 43.5 45.8 ▪ 12 27.7 30.0 32.2 34.5 36.6 310 413 43.5 45.6 48.1 g, 13 30.0 32.3- 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 0 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 482 50.4 32.7 C.9 15 34.8 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 E 16 37.0 39.2 _ 41.5 43.7 46.0 48.3 50.5 52.8 55.0 573 E 17 39.3 41.5 43.5 48.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.8 43.3 46.1 46.4 50.6 52.9 55.1 57.4 1 59.7 61.9 et 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 84.2 `-� 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 82.0 64.3 66.5 95 21 48.5 50.8 53.0 58.3 57.8 4 59.8 62.1 64.3 66.6 88.9 • 22 50.8 53.1 55.3 57.5 59.9 62.1 64.4 66.6 66.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.6 25 57.8 60.0 62.3 64.5 66.3 69.1 71.3 73.6 75.8 78.1_ 26 60.1 62.3 64.8 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 86.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 76.2 80.5 82.8 85.0 29 67.0 69.3 715 73.8 76.0 78.3 80.5 528 85.1 87.3 30 693 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.8 31 71.6 73.9 76.1 78.4 80.7 82.9 65.2 87.4 89.7 92.0 32 73.9 78.2 78.4 80.7 63.0 85.2 57.5 89.7 92.0 94.3 33 76.2 78.5 80.7 83.0 85.3 875 89.8 92.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 96.9 35 80.9 83.1 85.4 87.6 899 92.2 94.4 1 96.7 989 1012 Page 3 of 3 http://www.flaglercounty.org/doc/dpt/centprmtlbuild/headcalcsws-pools3-09.pdf Revised 7/2009 `i'1 . SPA REQUIREMENTS: �1 m FLOW THRU SPA DEPTH 4',MAXIMUM SEAT DEPTH 1� N NO SKIMMER0 �.,^ TYPICAL OR.Ft tJAJ �1 SKIMMER REBAR,T OUt"10"X 12",7"MIN.RISER,12"MAX. .5 0 #8 ��E BOTTOM STEP MAY BE 14"IF IT IS ;y : rn Q vIEDMATE TREADS AND RISERS TO Q) t� E ;; OPHE SPA IS OPERATED Q) N In2 +-" 1H IT SHALL HAVE A ONE HOUR OW-,a t/) 'fl cn q NTINUOUS A SIX HOUR TURNOVER. w G o OPTIONAL I2V LIGHT ATURE 104 DEGREES. p D i Iy wmtANs.):"BRASS tTICLE XVII,SAFETY �(''! �-+ A o OR PVC(SEE NOTES) �ETY SIGNS. �T^ �+ �" Z O cu NO LIMITATIONS TO ING AT 35 PSI FOR 15 MINUTES OR W : (0 0 2 F y SHAPE EXCEPT FOR )E IF GREATER. Ch I• v DIVING V-4 Q A G o vdE o u )ESIGN REQUIREMENTS OS ell 1u.,--. a. a„ ea ENTRY REQUIRED TION AND WORKMANSHIP 0 V a o SWIM-OUT OR LADDER (SEE NOTES) i FORMITY WITH THE U �, REQUIRED(GRl88 CU) IF APSP/ICC 3,APSP/ICC 4,APSP/ICC 5, WfIFRE DEPTH OVER / M •rl 5'DEEP(SEE NOTES) ( _ )APSP/ICC 7 BASED ON THE PO cZ LaTii T THE MANUFACTURE'S RAIL OPTIONAL 1G WATER ENVELOPES. V I`I GENERAL POOL PLAN SQUIREMENTS. U ER PUBLIC OR PRIVATE.SHALL BE N.T.S. .ADDER OR STEPS IN THE SHALLOW VTER DEPTH EXCEEDS 24 INCHES(610 IOLS WHERE WATER DEPTH EXCEEDS 5 ^"4 2'9"Min.EXCEPT FOR RE SHALL BE LADDERS,STAIRS OR SLOPING ENTRIES.4'-0"Max.—. SEE NSPI 5 RE:1 0DHOLDS -HES/SWIM-OUTS IN THE DEEP END. 0 URED DIVING EQUIPMENT IS TO BE 10"1 t, J SWIM-OUTS SHALL BE RECESSED OR rl 4ER. M •P•1WATER [EMS,COMPONENTS AND •t.r LINE ,L COMPLY WITH NSF 50. +=+ 4 WOVER RATE IS 12 HOURS. CD /'1 EXCEPTION:ROPE AND I" + e"Max. E AN AIR RELEASE AND 1'�1 FLOATS INSTALLED IF o u. wrl ref LESS THAN 4'-6" Radius ,N FSS SHALL MEET ANSWL1081 I-- 7 Max. II ITANT WITH STRAINER AND MEETCi) tai ti (n AW. 3 Max. (S SHALL MEET NSF 50 AND is C2 r ONE FOR EVERY 800 SQUARE FEET Ti II RI`if 8'Mia TO SLOPE CHANGE ACUTRED INLET FITTNGS FOR THE „I ws ULATED POOL WATER SHALL BE 3ASIS OF AT LEAST ONE PER 300 POOL SECTION DETAIL !)OF SURFACE AREA.SUCH INLET CO DESIGNED AND CONSTRUCTED TO (n N.T.S. ITE SEAL TO THE POOL STRUCTURE 'ORATE A CONVENIENT MEANS OF ;URE TESTING OF THE POOL "----—"— SB2836,6-20-07 G.WHEN MORE THAN ONE INLET IS FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS,THE USI)RTEST DISTANCE BETWEEN ANY TWO O AN UNDERGROUND BONDING CONDUCTOR MADE OF#8 AWG.BARE SOLID HALL BE AT LEAST 10 FEET(3048 MM). CV COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BEIET ANSI-221.56 OR UL 1261 OR SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING P01 t� SPA,IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMM/ SHALL COMPLY WITH -Q O WITH s.680.26(c)OF THE NATIONAL ELECTRICAL CODE. _i IG AT 35 PSI FOR 15 MINUTES OR )E IF GREATER. Z Q PAVERS OR IMING BARRIER REQUIREMENTS TO E ___, FOOTING 4"DECK 2,500 DECK FINISH 2.17 OPTIONAL psi(Min)CONC. PER CONTRACT '0 COMPLY WITH SECTION 454.2.10 # Desovision Date W/FIBER MESH (NON-SLIP) IED THAT THESE DESIGN i IN COMNCTH . 11111..111111 CODE R4501PLIA,6THE EDITONWITH 454E.2-2017, 8" I/APSP/ICC 5,AND ANSVAPSP/ICC 6 AND1111 11 Date:January 1,2018 SI/APSP/ICC 14,ANSUAPSP/ICC 15. 8"X 8"FOOTING BEAM 8"7"BAR Drawn by: MJT B W/(2)#3 BARS OPTIONAL OR(1)#5 BAR 6 6"Min.WALL dt FLOOR THICKNESS.3,500 psi(MIN.)CONC.#3 BARS ON + 12"CENTERS EITHER WAY,TIE ALT.INTERSECTIONS 15"MIN.OVERLAP. 2"MIN.COVERAGE ON STEEL W/CONC.TO ASTM A15.A16.ASTM A30-5 ISLAND POOLS LLC Structural subject to suitable soil conditions. POOL/SPA, DECK, BEAM, WALL, FLO N.T.S. OFFICE COPY b A g 'ro° VS 3050 High Performance Pump Dimensions and Performance ' t".--q4-z.. 41) e 4::4 ; `.,43.:<Y': LISTED CSACertwed listed fit' �M.� 4,•-;, 120 ,, 100 Yt 4.30 3450 rpm art eo 0 @3I 10 rpm . _ rtes="- t.-40 _,"- 50 , " rP k , . w . . . 7@ rpm , n A�5 A In 0 20 40 60 80 100 120 140 160 US.Gallons per minute , ` 1 , , , , I , , , , 1 , , , , I 1 1 1 1 1 1 1 , 1 , , , , 1 , < : . :P;N,, - ./. 5 10 15 20 25 30 35 Cubic Meters per hour '-1,i..'....... ----- 26.406----- ------- -- , r e I�■Ik it � �1 ;, == jz ISOs: .. . LI _f,rj.L.. r __; ., / m.>. 1 11.047 ------------- 1 u '1 r LIl�� ` { l •�ie5Ify �T ! - _—_ MIN* 1075 { M4 ' .41 i 1'1* � : rkr , f `4:t1 abient parts ,4-r.-,,--„- 1 8 I ..' $. Intelli Io°VS 3050 & InteIliFIoVS+SVRS. o High Performance Pump :,'+. = 'Ai ' rPooIProducts T, Featured Highlights .. EL i ---..... ,,,..4 •Slashes energy costs up to 30%or mor Eco i' W I>S. •.-. '3 - Select • Easy to program and operate :{4�� • Offers ultra-quiet operation ...just 7– �'', Y;i r ','..:: 1""::'7:-T4'''- tit f,‘- '.`..;•-,:-:�,: •Ensor(later 3 :'. `' decibels or half a human whisper .;._„;..:i.,,,� • + • Operates at the minimum speed'requil N r 2. _ :,.-.4...i=-1--,.1•7for unmatched longevity • Compatible with other pool systems, t including EasyTouch®,IntelliTouch®,ant SunTouch" InteIliFIoVS 3050 High Performance Pump li Patents Pending IntelliFlo®VS 3050 allows the programming of four various speeds `1 Ii 1 a ranging from 400 to 3450 RPMs to accomplish different tasks at I Il '' llilj I ?+. ,; .i,, lowest energy usage. i ri_..,J.11.1 , € 1y f�11p Ordering Information .rtt �i' + (i'i 9Ili h ,.!.� Full Load Port Size(NPT) Cartor ,l''`',r, Product Description Certifications Voltage kW HP SF SFHP Suc[.&Disch. (Lbs I� i } P Amps 1 t ii r'tsl'� INTELLIFLOVS 3050 PUMP i 1'3t, 'F�Ii1Ii1 I to VS 3050 UL,CSA,NSF 230 16 3.2 3 1.15 3.45 2" 47 � i' � �a�t}„ ; DI 1013 IntelllF j ( t l d l,l n 47 ..�' yn�=(.1' _ 011017 IntelliFlo VS+SVRS UL,NSF 230 16 3.2 3 1.15 3.45 2" I} 141 ;l ' ACCESSORIES f 4'((` }`'l 1 11,YIli1,l 520641 IntelliComm 4 8 ili 9-,I.::11',0! 350122 5V Communication Cable' I,.,!.!'1,`1(11,ry�i i,t,a Included in package with pump. A.i IiI ,f 't L••n I7; Ir y1 1g r I t r�'l 1 f ti,i t4 ti i rr, ' '' ,l.il ii x .,'t ter.-.4,,i-.`7V-Y--,-- .. ,, Ii.„:' sae 1 G'/��O 41. I' ft11 -II i l i� u ' 'I i.l • ?' '17- !„;,:•""it..7,614.,:,,,%9°4-44, 2:41. t_..-s..1 S. I .4;:;•14','•%11;,y I.i'11 ` 1f, ;r 4'- .gq,ttbn Ounans to set 1 1. 111• I ®a� . qbr fettures.and more . . .:', . f/`/ I4ap..a.am,tnente Rnn._ .. ; / 4'• "'�y.a.7•s at 7••l pool professional r 4.'e• , -_dW in theo:efficient speed • drr. tequM<e Of blinks a4r[s you of conditions that may -- - rated attention IlLA ,4 I k'' :1' is .. .i. 166 w STA•Al SYSTEM:2 • , 1.x, wt l 1 Repair parts- see page 170 I ., OFFICE COPS • ' , •• �-Y t j PLM SERIES - Sla-Rites modular media filtration is the perfect match for the small in ground and above ground pool markets. Advances r't+ ` k'+> r• in media technology and balanced flow design provide dirt-loading x ;Y ' t capabilities up to 15 limes greater than sand fillers of equivalent size. `"" Virtually maintenance-free operation for today's pool owner. Now • a� t � 1 available in 300 sq. fl! "•• • ;,',', ;t qitowileff „..,_•,..;;; CERTIFICATIONS - The filter shall be tested and certified by a ►l� ' _'rr1 nationally recognized testing laboratory to conform to NSF Std. S0. "'�` °�'�' t; J: t'y? ;.�ti yd11I t•ti !':1:e�1t;;e.e 1 , NSE s'I INIIIIPItr i Typical Installation– In-ground the smaller Syslem'2 filter,enabling . Large Drain Plug–Filter includes pools and in ground hot tubs maintenance-free operation for 2"NPT Drain ports,which are 0. t Quality Construction– Durable pools of all sizes provided with reducer bushing an "drain plug ';,i,11 two piece tank)lousing constructed Low Maintenance– Complete I/2 1 j of rugged ABS thermoplastic to media coverage combined with Modular Filter Tanks–Allows ensure a long-lasting lank life shallow pleats means greater dirt I(or quirk change of filter medias Easy Access–Posi Lok'locking holding capabilities,resulting in without changing the tank ring provides safe,fast access to longer filter cycles and less cleaning Sleek Looks–Contemporary 11;`4fr'i • lank internals A Perfect Fit–The small diameter style and matte black finish looks NP Patented Design– The patented, footprint makes the Sysiem.2 Filler allraclive in any pool setting innovative balanced flow design a perfect fit for new and retrofit first introduced with the Sysiem:3 installations.The interchangeble Mod Media litter is now available in ports provide multiple plumbing options. I kl I Fillet Optimal' Flow Rated" TURNOVER RATE(GALLONS) Tank Approx. Catalog Area Performance GPM (FLOW RATE x 60 r HOURS) Port Ship.Weigh) Number q. — ts f1.) al this GPM per sq.fl. — Al 6 Hrs, Al 8 Hrs. Al LO Hrs. Size (lbs.) i'LM hill 100 • 5U-75 a8 •� 100 14•36,000 18 98.000 23 00.000 2" 41 PLM125 1;.5 50 94 47- 125 17-45,000 22-60,000 28 75,000 2" 42 PLM150 1511 ....502404_... 56 150 20-54,000 27-72,000 :PI -90,000 2" 43 PLM175 175 50- 120 66- 150 24•54,000 31 72,000 39-9(1,000 2" 'H PLM'OU — -200 — 50• 120 75- 150 27-54.000 36 72,000 45 90.000 2" 45 Fl M:I(10 _ .I00 _ 50 120_ 113 - 150 _ 41 -54,000 54 /2,000 Mi 7Q,U00 2" 53 'Opsy,,l,l,g al ilsr.t;PM will pn,v,d,•Ilse longeai tiller ryrles combined with the beat,and greatest dui loadtnu rap.,ay l.:ug.-,Llirr area will provide longer Idle,,wins helween cleanings ")laced on NSF n,commended Ilnw rale for rommerctal al 375 GPM per square foul No ha,),wash valve,e,1uu nil NOTE:Opel aintg limit'. marsin,tm cnllhnllat apesahng pressure of Si)PSI Pool/Spa Wirier)apph,.d,om.manni,,,rt u(u.i Ii,,w,sler lemperalure ltnlern,tl Idly,) 1011 ('iUY) STA-RITE ;YSTEM:2 • r. accessory ordering information . • - . - Approx.Ship. ., log Weight -igMr Description 11 "02-0100S 100 Sq.Ft.Replacement Module for PLM100 U.S 1"02-01255 125 Sq.Ft.Replacement Module for PLM125 12 '02-01505 150 Sq.Ft.Replacement Module for PLM150 13 i02.0175S - 175 Sq.Ft.Replacement Module for PLM175 A. 1:i 02-02005 200 Sq.Ft.Replacement Module for PLM200 1 t 3 1 002-03005 300 Sq.Ft.Replacement Module for PLM 300 Boz 9 2"x 1-1/2"Pipe Reducer Bushing 0 '�`:20P 1 fl. (.t1-0130S Spring Check Valve C fli outline dimensions -rase Q- 4i PLM300 / Q \ • �IW ' i n 00,, 100, li\ /� CL If 175, C �' ......mmlttttttk- _ . al■� • i'41.400 4111111 to ; _ \_ i .� it,:., 111111111111111 111111111111111 gm (PI. • Allinlii!inuiL . U niiuiIn1IU1 L an - ; - , I 1111.11.11r lY , 1'f mar `i If I 2 ;� °'l I �' / z IL ,.i C Irf �`C �� I ,�� J I�1I ter 6.412-111111 I�r ;'- MO �-1 1 15.00 ",-' All dimensions shown In inches. filter performance ' B - • 1 I ---� -' i' • - PLM100,PLM125, ;•; PLM150,PLM175, •'4"4 — - A , 1s"- . I l i 10 20 40 60 80 100120140160 ,;,.LOW RATE IN GALLONS PER MINUTE l' -,7• 51 ' Fax Orders- 12621_728-7550 I www.starilepeol.com I Delavan, WI 53115 USA I 55949PS a VGB Waterway Technical Bulletin:VGB2008 0 ® 640-231x V 2008 8"Anti-Entrapment Main Drain Cover and Frame –• _ 64123101! Waterway main drain covers are compliant with the Virginia Graeme-Baker ...•— � - : = — `• — Pool and Spa Safety Act(ASME/ANSI A112.19.8-2007)and are UL Certified. • .,. •-- They are designed for single or multiple drain use.This drain cover assembly -A• • .•s =—• • \'.; +'- includes frame and stainless steel screws with brass inserts.Packed 25 per case. • • ' The Waterway 640-231 x V series covers and frames are available in: ❑ White ❑ Bone ■ Black ❑ Gray I Dark Gray I Beige I Dark Blue OFFICE COPY Model No. Description Size Total Open Area Floor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM Co 1.5 ft/sec „.. 227 ft/sec 64 @ 1.73 ft/sec 55 _ _ -_ --a=cs`•-yes 0 8.650 Port Na crs.aporo+ • 0 7.624 819-00051 A8 Stainless Steel Screw-32 x SS& ' 642-I15x V 8"Anti-Vortex Dram Cover 7.000 642-214x 8"Anti-Vortex Drain Frame ' !` 819-00051 • ,1 Se P44.* 6 4"61"167°.*°*/.% ‘ \ - . T 1/6: l O • Q • Oct . ` 1 4o" $.— it O • •_4i • Oi %il �4700/11111113_0_00*� _J io Q • •o• • Qfpg IV _ . 11 $Q • • ~ • Q 8 H, .300 __ I O • • 6 • Q O i/linr �� O Q\• • • Q �I 642-214x //?.111111111111111111111.11.1111111111.111111S ‘ \O .c•,%%V.p p 0,��\fie �,,. + .470 —— .975 .800 „aiavii I i i ' 1 1 1 1 ' -f--- II II l t- • Br Sure fit Gamins IIM ©2009 Waterway Plastics•2200 Sturgis Road,Oxnard,CA 93030•Ph.805-981.0262•waterway@waterwayplastics.com•www.waterwayplastics.com 807-0081.0309 `r1\ MasterTemp Heater io i ta. ' High Performance Eco-Friendly Hea�iel�',���FIi CE COPY ' 4 Pentair ro i ,ii,:n ...IIla a:,. • Heats up fast so no long waits before r ., ^ . • j Eco enjoying your pool or spa j .,• , :'' + , Select • Best-in-class energy efficiency t +PMirNater Pentair • Manual gas shut-off when service is i W I �..�• required 1 • I I • Eco-friendly MasterTemp•is certified iI y _] I for low NOx emission and outperforms j industry standards �! _,`— --:.• • Rotating digital display allows for easy • viewing •Tough,rustproof exterior handles the MasterTemp High heat and weathers the elements 11. i., Performance Heater i, I. New MasterTemp heaters offer all the efficiency,convenience and reliability features you want in a pool heater,plus a lot more.As easy to use as your home heating system,plus,user-friendly indicator lights make system operation and •• monitoring a snap.The compact design and super-quiet operation won't intrude on your poolside leisure time. 1�` Ordering Information Product Gas Type BTU(000's) Carton Qty Carton Wt Y l160792 Natural 175 I '128 II ' ,.i 460793 Propane 175 128 460730 Natural 200 I 128 i, 460731 Propane 200 l 128 l' 460732 Natural 250 133 ill . 460733 Propane 250 I 133 • 460771 Natural 250 ASME I 120 �' j 460772 Propane 250 ASME I 120 460806 Natural 2501-1D1 136 460734 Natural 300 I 136 460735 Propane 300 136 1I, i, 460736 • Natural 400 136 !f ... 460737 'Ark o* ;:4OO.. I 136 l; i 460805 Natural 4001-IDI 136 i i 460775 Natural 400ASME I 149 460776 Propane 400ASME I 149 if4l• . NOTE:The Masterlem�'is certified for low NO emissions. I, I I .j I! •1 fi '4 • 1 1� i • i Iii!!' 1 Id it I. .�1 Verizon LTE 1:07 PM S! t; 14% Not Secure poolguard.com POOLGUARD/PBM INDUSTRIES, INC.has been manufacturing pool alarms,door alarms, and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top Ve Rated"by Good Housekeeping Magazine. —T1 Poolguard Pool Alarms have been Tested and • Certified by NSF International to the ASTM C) Standard Safety Specification for Residential m 40110. Pool Alarms,ASTM F 2208-08. 0 POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty • The Poolguard POOL ALARM, once installed in the pool, cannot be de-activated; it is always in the alarm ready mode. • Tamper Proof: Poolguard POOL ALARM will sound an alarm when removed from the pool. • Sleep mode: when you would like to use your pool, simply remove the alarm from the pool and put it into sleep mode. • Automatic Wake-up: The Poolguard Pool Alarm will automatically wake up and run a system test when installed into the pool. • The Poolguard Pool Alarm comes with an in-house remote receiver that has a range up to 200 ft., and comes with a 12 volt power supply. • The Poolguard poolside alarm works on a 9-volt battery (not included); with a battery life of approximately one year. • Audible low battery indicator at the poolside alarm is also indicated by the in house remote receiver. • New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water. • Poolguard Pool Alarms have been tested and comply to the ASTM Standard Specification for Pool Alarms ASTM F2208, in a 16' x 32' pool. Poolguard Alarms can be used in pools up to 20' x 40' or 800 square feet. • The Poolguard Pool Alarm can be used with a solar blanket. • Most reliable, advanced, and affordable alarm available. • Poolguard PGRM-2 is designed to detect intrusions similar to a one year old child k Innrcuunr1 Pool Alarm PDF manual MAP SHOWING TOPOGRAPHIC SURVEY OF LOTS 7 AND 9, BLOCK 6, PLAT NO.1, SUBDIVISION "A", ATLANTIC BEACH, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 5, PAGE 69, IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTI11ED TO: NATHAN PATRICK HALE JR. AND COLLETTE HALE LOT - 11 BLOCK - 6 LOT - 12 BLOCK - 6 In CWC. 4 .3 •:. (REE a 49,m <A_ (9d% . * t9J W) d Y,! 2 STORY FRAME GARAGE 10.0' LOT ) - 9 (BLOCK (9.NB SOCK - 6 t2,,) RE Ota IRON PIPE LO4702 zT N AC ( ) ME) (9.1) Ru - tall LLara _ (&21 -(4, J(a4) Jd '(a1) (97) (23) t0.% (R,4)(WI LOT - 7 BLOCK - 6 (IaD t I) (a% 'L A LOT - 5 p BLOCK - 6 �o 2,4' 2,.t' ._ _• 100.00' (R) 1/2" a(oN PPE 10x34' ray srREEr �` OAD 95 17 NEW LYy (40' Rlw) �q1P 295 EAS�pRT LOT - 10 1FLORIDA-6468 52210 L 5 ()E)4-771-6466 T 'v IE 100.00' (R) , RICK T BRICK BRWA Rp BLOCK - 6 BLOCK - 6 _ - 92,74' (M) CIXUL9) . C� DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 105 4 STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 `'Oh/1S Blount 1. W05D 1 qyn 15 �OIRT W 17 q FORT J2 m �y DRM(BAI(Aa)SiTE(9..)BENCH 23 95 17 m _MER tb R Jet- ¢ Z � 90 t I09 ARLINGTON E)( RESSWAY 5TH ST w Craig Mun. r �{Abart 050 10 q 09A Y4 V A�pt111Cm 10 A.N 6 PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr PEO •'PILL EDUIPNEi1T PAR - rtm P1 •'Palm IR' INTERSECTION WATER mm - - OAITIY PILE PRE = POINT OF REVERSE CLAVE Johns 9 A M RiverorWa s Jr. con aa �so(tn c«np0 O O COLMARKNNAIL NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL 1N NORTHEAST a -C9w 3ira4) 1,g FACE 13" PALM TREE " -hfa" 30 taE) %0) ELEVATION = (11.01) 0 Cow ( Ta% • a: ''9') a 1&2 STORY (9 ) y % FRAME LOT - 11 BLOCK - 6 LOT - 12 BLOCK - 6 In CWC. 4 .3 •:. (REE a 49,m <A_ (9d% . * t9J W) d Y,! 2 STORY FRAME GARAGE 10.0' LOT ) - 9 (BLOCK (9.NB SOCK - 6 t2,,) RE Ota IRON PIPE LO4702 zT N AC ( ) ME) (9.1) Ru - tall LLara _ (&21 -(4, J(a4) Jd '(a1) (97) (23) t0.% (R,4)(WI LOT - 7 BLOCK - 6 (IaD t I) (a% 'L A LOT - 5 p BLOCK - 6 �o CONTROL BENCHMARK N&D L85488 ELEVATION = (10.31) .................155.03'(M)........................................................;.0 15MW (R) x -CUT N rALVICINITY 2,4' 2,.t' ._ _• 100.00' (R) 1/2" a(oN PPE 10x34' (M) 2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm OAD 95 17 NEW LYy 100.0' (R) �q1P 295 EAS�pRT LOT - 10 1FLORIDA-6468 52210 L 5 ()E)4-771-6466 T 'v LOT = B LOT - 8 BLOCK - 6 BRWA Rp BLOCK - 6 BLOCK - 6 CONTROL BENCHMARK N&D L85488 ELEVATION = (10.31) .................155.03'(M)........................................................;.0 15MW (R) x -CUT N rALVICINITY MAP TERREfL a° 004 3� �` 5-T Jacksonville NOTF3 1. BEMNCS ARE BAg.A 2,N PUT eaac S, PALE E9 rr4 2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm OAD 95 17 NEW LYy RD ANT N 0 T TO �q1P 295 EAS�pRT & SCALE 1FLORIDA-6468 52210 L 5 ()E)4-771-6466 T 'v FA RD 0 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 S `S Y BRWA Rp BUSCH ORR _ - ( HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY OR C� DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 105 Z STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 `'Oh/1S Blount 1. W05D 1 qyn 15 �� EOENFI W 17 q FORT J2 m �y yCAROU RD Q ST AI RUIN i a 23 95 17 m _MER tb R Jet- ¢ Z � 90 t I09 ARLINGTON E)( RESSWAY 5TH ST w Craig Mun. r �{Abart 050 10 q 09A Y4 V A�pt111Cm 10 f. 6 PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr PEO •'PILL EDUIPNEi1T PAR - rtm P1 •'Palm IR' INTERSECTION WATER mm - - OAITIY PILE PRE = POINT OF REVERSE CLAVE Johns 9 A s� 1 S RiverorWa s Jr. con aa �so(tn c«np0 Q I\ 20 W It TOPOGRAPHIC NATES 1.) NO UNDERGROUND UTILITY INFORMATION SHOWN HEREON EXCEPT AS NOTED, NOIAT(&!AP]'� WlyS MADE Y BY THIS SURVEYOR TO LOCATE OR VERIFY ANY OTHER UNDERGROUND UTILITIES, PIPES, WARES OR STRUCTURES, ETC. , 2.) BEFORE DIGGING IN THE AREA SHOWN HEREON 'USE CAUTION" CALL 811 FOR LOCATION OF MOST UNDER GROUND UTILITIES. 3.) THE SURFACE FEATURES SHOWN HEREON REFLECT CONDITIONSASTHEY EXISTED ON THE DATE SHOWN HEREON AND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AS THEY EXISTED AT THAT TIME. 4.) NO SPRINKLER SYSTEMS, IF ANY, ARE LOCATED BY THIS SURVEY. 5.) CONTROL ELEVATION WAS DERIVED FROM THE FLORIDA PERMANENT REFERENCE NETWORK (FRRN) NAD83 (2011) - EPOCH 2010.000, USING AN EPOCH 50 SPECTRA PRESSION GLASS RECIVER. THE (FPRN) BASE STATION KREG WAS USED IN THIS SESSION AT 10.20PM ON 1G-230-2019. AN ONSITE LATITUDE OF 30'16'47.78810" AND LONGITUDE OF 081'23'51.65563, FOR THIS POSITION WAS RECORDED AT AN ELEVATION OF (10.31) FEET NAVD88. AN X CUT IN THE PAVEMENT OF FAST COAST DRIVE WAS LEFT AT THIS POSITION AND ELEVATION. ELEVATIONS ARE SHOWN THUS (12.85). THE ELEVATIONS FOR THIS SURVEY ARE 1N REFERENCE TO NAVE) 88 AND ARE IN FEET. THE 'X' MARKS THE SPOT OF ELEVATION AND THE TEXT IS PLACED AS CLOSE AS POSSIBLE TO MAINTAIN 'READABILITY'. 6.) THIS IS NOT TREE SURVEY. 7.) THE WATER, SEWER, GAS AND ELECTRIC INDICATORS AS SHOWN HEREON, IF ANY,. ARE SURFACE MARKINGS AS FOUND AT THE TIME OF THIS SURVEY. 8.) THE PROPOSED POOL AREA SHOWN HEREON IS APPROXIMATE ONLY. THE INFORMATION IS AS BEST SCALED FROM PLAN BY ISLAND POOLS, PROVIDED TO ASSOCIATED SURVEYORS, INC. VIA EMAIL FROM ROBBIE JOHNSON, (robb(e®rjotlant)c.com). tE 99190E ALAE N2� ANMlAL CHNaE f1:9W5 PENH/ iL9W EOaI 'k FaDr Ca wm tRiAYULE ARG9 (Ess AUN l saws IN.e AFN AREAS wrox9,m Ar Fa(EEs FAY ,x AMxuAL aLwfs .Y4A. w an ANNUAL pLWCE F1 . NGS M IR NMFAL CHANCE w,M AVERW DEPM OP IAS TUN I ao. N E Y O GENERAL J K R s NOTF3 1. BEMNCS ARE BAg.A 2,N PUT eaac S, PALE E9 2 smuCnm Na m MON HEREON um wn" RDW ZONE x AS am wmamm 4� A SSOCIATED SURVEYORS INC, FRdI F.AS A E%RrLOOD* ONLY rNE_9pDA,E➢ n -z zaa 1 AIS a A ANNE SLNVEY 5 P. PANEL E E M 1 ff ,NaR�OfO T001NLg Wp N411 WX% F AW, NOT OEMW= 4. J>R�nxRUL Al UIMRaYRN y lY LAND A:. ENGINEERING SURVEY$ 1: S TIVE ACAS F ANY, NOT LOCAUD BY TM AFEIEY. E. AOS SEARCH BASED 9N LE9w. pESCmPA9Ns PIAM9RA. nfI PLbHC REcama'ERE 1- ,9. 3846 BANDING BOULEVARD \ JACKSONVILLE, NST SEMGIm aY TM .911AMNOS fRR EAAINML AA4 C9'VRiwfi3, B.RL'9 Em, a As DIERE9HEAvy LI mOONs REQNDs a( DT sxSTA 1FLORIDA-6468 52210 L 5 ()E)4-771-6466 T 'v NUCAT III ERI 7. axFSS OIIIEA9a5£ STATED ALL 8fOP1 fNP6 f9lMD ItAIE N9 IDWIIRCAAtti ED ALL KIN PM AC W oa(Tr" 0 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 S `S Y Ep- 0 E N IDNER Ac • AIR c . WI [L9i RESTR[LT[➢N LIME pRSN FIFES IDFkL SULYEYIR L RAPPER (CN n rTTIFREME RECQtD (b, ss RO: UR = ca�RltMFTS L RES)RLCTI= RLS = REGISTERED LN® 9NYEYm _ - ( HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY D CH a 'mm w,, • Rla w VAT caw : CAN NI READ crm = rYPIGv. DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL caC Cu9nETE a' . 'S" IRT PIPE M OR RMAR (RA) cava " COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 at ASSOC EARN 2,R L.a GM ER m:ELECTRIC ROx ♦ . - fww om RPE (P) DR PM Er • THROU/yG/GHH1/)1 052. FLORIDA ADMINISTRATIVE C DE, CHAPTER 472, F.S. ANmkom ELEWRIC TRANSf0R1n, N PAR a . . , eouNo RWBNFar (a jEA R.&ELECTRIC A9RO,In CRO53 2,T 2,e DRRL Na.2 �� R S j LICENSED SWOFETaR-x—x-x-x-x xX-GUM LEAS FENCE BY: ti - YaLY. V\ - E v <I9 NEAL1AffD—t—t--I—I— �[TAL FINw NLA NAIL L ➢ISCwN: FENCE Drm . WrICIN. R[am➢s >mt NDOD :EWE CHARLES B. HATCHER FLORIDA CERTIFICATE 71 CHARLES L STARLING FLORIDA CERTIFICATE N .4579 A FDKE ; P°DIF1uCIs a "� -Ate,-+"+�. ova V RAYMOND J. SCHAFFER FLORIDA CERTIFICATE 0. 6132 T I o PCC = PRINT I2,' CIaEA]IAN CURVE 'yrs rIx((.wr PEO •'PILL EDUIPNEi1T PAR - rtm P1 •'Palm IR' INTERSECTION WATER mm - - OAITIY PILE PRE = POINT OF REVERSE CLAVE JOB NO, 75218 DATE 10-03-2019 SCALE: i" = 2E)'DRAFTER CLS s e P°A"r = Pali Ir TAN P'0t8 r .. ... . . . . . .. 'prr aroR PLS = PR7ESSI0NAL LAM➢ aRVEM11 0• • - I, - • • - - CFNwAL AWE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL OF A FLORIDA UCENSED SURVFYnR AIJn L/APPFR