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338 4th ST - POOL . S rL�lr 4 N SS& CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-1446 Job Type: SWIMMING POOUSPA Description: INGROUND SWIMMING POOL Estimated Value: $56,000.00 Issue Date: 8/3/2016 Expiration Date: 1/30/2017 PROPERTY ADDRESS: Address: 338 4TH ST RE Number: 169818-0000 PROPERTY OWNER: Name: STEELE, JAMES V Address: 1874 BEACH AVE GENERAL CONTRACTOR INFORMATION: Name: SUNSHINE POOL SERVICES OF NORTH FLORIDA LLC Address: 8280 Princeton Square BLVD SUITE 1 Phone: 904-219-8358 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. Drainage of new impervious areas, or equivalent, must drain to retention area. Overflow must drain to RrII nI`G corws N sr '' -`S f CITY OF ATLANTIC BEACH ra As) 800 SEMINOLE ROAD !.;:7 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 FEES: PLAN CHECK FEES $152.00 BUILDING PERMIT FEE $304.00 Total Payments: $456.00 PERMIT IS APPROVED ON1,1 11 ACCORDANCE W1111 ALI. (III' OF AII.AN'I'IC' BEA(II ORDINANCES AND THE FLORIDA Bl ILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904) 247-5845 i (-POOL -144G Job Address: 33'6 y1±1 J''I Ce-e+ c.vv is (3er,c Permit Number: Legal Description I In- 5_d 9 L , 17 Pi L-o-1-13 (31 F{ ; Parcel# I c.o - ( 3- 000o r�/ Floor Area of Sq.F't. Sq.F't Valuation of Work$_ J(04 000 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition Lool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: c e `v nkrTfrr' e, S tel Srn O0 Property Owner Information: Name: (-bre raCxri 50'1(+k Address: 3 H skb 5+reel- City Pri.k o rk i sBeckcAl StateLZip 3a a 33Phone 9 O Ll- 5 1 — (-) 33 E-Mail or Fax#(Optional) fienaaelp; to o, e+ Contractor Information: Ft Art AA L� (, \Dr� 5S-43015-, COP Company Name:5un5bine Yc)OI ery(c eS N or4k Qualifying Agent: 6 rt n-t- h t1-e- Address: 91 a 1 Sann City Zackso- v(1 f e. State F L Zip,?aa/0 Office Phone /04-a 11- 351x- Job Site/Contact Number C:hr i5 fruAlt 50$— Fax# State Certification/Registration# CPG 14 5 (o1 5 9 i 0r 1 Architect Name&Phone# Engineer's Name&Phone# A C i V;( O e5(V1 G r'r up (35 a_) (e?.3-q 5 to . 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 certifi'that no work or installation has commenced prior 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 becom, and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for period of six(6)months at any tint work is commenced. I understand that separate permits must be secured for Electrical 'York,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,H1 Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governi, type ofwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cam provisions of any other federal.state,or local law regulating construction or the performance ofconstruction. Signature of Owner �'1�'" Signature of Contracto ��- Print Name �� 4/f Print Name ,J, + 000 Sworn to and subscrib d before me Sworn to and subscribed before me this 11 Day ofe_ ,20 In this 1-1 Day of Ore_ ,20 ( . CAN-W - g • Co Notary Public Notary Public DEBORAH L.COLLINS ,.""r'► ;;s--,?nr,,, City of Atlantic Beach - , Building Department APPLICATION NUMBER . : .J 800 Seminole Road (To be assigned by the Building Department.) '� Atlantic Beach, Florida 32233-5445 , —� �r Phone(904)247-5826 • Fax(904)247-5845 "��;;��% E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: �� Co APPLICATION REVIEW AND TRACKING FORM Property Address: 33 �-- _ I Department review required Yes o Applicant: ,Npst_t p c P0 0 .S��U'�4� Zo Tree AdministratorPlanning & ning Project: ( M CR-00 tan POOLS -ublic Wor ) di' •ub is I I itie '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: roved. ❑Denied. (Circle one.) Comments: :UILDING PLANNING &ZONING Reviewed by: Date: 7.21./-4 TREE ADMIN. / Second Review: []Approved 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: tevised 05/14/09 „;sy,`l; City of Atlantic Beach APPLICATION NUMBER *” .," Building Department n� (To be assigned by the Building Department.) Jiv:'.W,.,j, 800 Seminole Road _ ^ g p ) uv �r Atlantic Beach, Florida 32233-5445 L— 144 (�, Phone(904)247-5826 • Fax(904)247-5845 `� `\c;;1cr E-mail: building-dept@coab.us Date routed: G/EZ ft (p City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33Ffj 1 Department review required Yes No • :uil.•.. Applicant: O IvSf-N/l)C Poo, -Scpvtt • Planning &Zonin. Tree Administrator Project: I M e\ROO tan (POOLS 'ublic Wor `•ub is II i Ale •'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: XiApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING (--------.A.----/Date: � Reviewed by: ��,.,, v �---/Date: r9.471` TREE ADMIN. Second Review: nApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ElDenied. Comments: Reviewed by: Date: Zevised 05/14/09 1 i rs y h j; City of Atlantic Beach APPLICATION NUMBER �' \ Building Department 0 � (To be assigned by the Building Department.) ; - , 800 Seminole Road ` � .., 1/� leo -p /YJ_ Tw �� Atlantic Beach, Florida 32233-54 t -POOL - 14 4 Phone (904)247-5826 • Fax(9 47-584 n /� ' �lo;;�>� E-mail: building-dept@coab.us $): `O'v Date routed: ZZ (1,p City web-site: http://www.coab.us bt APPLICATION REVIEW AND RACKING FORM Property Address: s� 4 'j Department review required Yes No uil • Applicant: U(VSf-k(/Ot Poo( Rv tcc _Planning &Zonings Tree Administrator Project: ( �� cli oc n. (Poo GS -ublic Wor `-ub is I i itie_____> 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. WiDenied. (Circle one.) Comments: - / A BUILDING �i� 4#2 ` r/ PLANNING &ZONING Reviewed b ` Date: 6-02 Y-/6 TREE ADMIN. Second Review: VA roved as revised. pp ❑Denied. PUBLIC WORKS Comments: ferny f4 /W G4„ Q / ,/at^'f PUBLIC UTILITIES / ' / PUBLIC SAFETY Reviewed by: Date: 7< 2 t/c FIRE SERVICES Third Review: ❑Approved as revised. ❑Deni-d. Comments: Reviewed by: Date: Revised 05/14/09 ,,s�,?`ir, City of Atlantic Beach � Building Department APPLICATION NUMBER i 1800 Seminole Road JVo be assigned by the Building Department.) s �r Atlantic Beach, Florida 32233-5445 8Atett H 2 2016 I ' -Pcoc 14e4 Phone(904)247-5826 • Fax(904)247-584:-.____ `C 9r E-mail: building-dept@coab.us - Date routed: 6,(EZ ft Co City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 I Department review required Yes No R,0 .Applicant: 2NSt--�fNom ��U P &Zgs _Tree Administratorlanning onin Project: ( (\j (--N(2.0U POOLS 'ublic Wor `•ubic U •ublic Safety Fire Services Review fee $ Dept Signature X-✓\ 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: . APP ICATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING _11 Reviewed by: Date: 2 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. 1C WO,S Comments: •UB IC UTILITI PUBLIC tAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. [1]Denied. Comments: Reviewed by: Date: ievised 05/14/09 1 A ; CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 - ELE C (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 6.27.2016 Permit#: 16-POOL-1446 Applicant: Sunshine Pool Services of N. Site Address: 338 4th St., AB Florida, LLC. Review: 1 Site Address: 4191 San Juan Ave.,Jax RE#: Phone: 904-219-8358 Email: brent@ss- s.com Prop. Owner: Brendan Smith PoO15 Phone: 904-521-0233 Email: Brendan Smith Correction Comments: ;Application is disapproved for the following issues: 1. Please submit a SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET. If you google the above verbiage the worksheet will come up. Please use page 1 and 3. Submit 2 copies. 9.16 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 L mA i l-ed Co nn r►-1 el if 6.2.7• l 6 ?'%/ C P rn i n l-I clic 5 • Ref `V J Pc/ A u P a 11 • lVr- Ctt'r '( a 4.c" IUILDING PERMIT APPLICATION OFFICE COPY -,),--53- — U Q Z CITY OF ATLANTIC BEACH ) Seminole Road,Atlantic Beach, FL 32233 b� ( L`(t Bice(904)247-5826 Fax(904)247-5845 I G-Pool_ .-144 G — ..\)e.„\_,Job Ado `s '3 $ ' art'" u 1. -e+{ 1Rni{c �arl\ Permit Number: Legal De. Qu,-, ..i-act L , I 1 PT Lek 13 (31 K 5 Parcel# ) Lo 9 7c1 ' 0 0 0 O F Floor Area of Sq.Ft. Sq.Ft Valuation in Work$ 7�o, n O 0 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition 1/sit window/door Use of existing/proposed structures)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: (\e W 6-rh-' 'e{e, S ikrt p 00 Property Owner Information: Name: b►r'e r o 5rt.-}-4,-‘ Address: 3 Y H±b 5+re t+City R+lani i( (-5eci.c r' Statea_Zip 3aa 33Phone 9 04- 5d I - Cha 33 E-Mail or Fax#(Optional) fe encdctn p S to °,.+, n e+ Contractor Information: /5 re A j"® S$—POO/ ,C.04,‘ F 19Irt AA i LI,.G y Company Name:�jcan ane 1'OoI ry is es Of N orfk Qualifying Agent: f e Kt ��Jh t1c e Address:Lim I City JbcksowiIle- State I L Zip3e)at0 Office Phone q oil-a 19-X 3 5 Job Site/Contact Number Chr l_5 fr 501— Fax# State Certification/Registration# CPC 7 45( 1 5 9 -7 Oo 1 • Architect Name& Phone# Engineer's Name& Phone# f.\C;v;( DQ5`cyn Gr^nuf) ('35 d) L,V3-q 5(06 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 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 becom. and void if 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 tim. work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools,Furnaces,Boilers,lid Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROYEMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITI 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 governh 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 cam provisions of any other federal.state,or local law regulating construction or the performance of construction. Signature of Owner ,"1---e - Signature of Contracto ..�_ Print Name ifir, ‘,/(-4 Print Name Cb Sworn to and subscri d before me Sworn to and subscribed before me this I 1 Day of L. ,20(to this l-1 Day of t _)we_ ,20 ( Notary Public otary Public err DEBORAH IR 01. .10 ' r P I',,, DEBORAH L.COLLINS I gip' Notary Publi:-State of Florida 4 t Notary Pubil:-State of Florida •` • My Comm.Expires Jan 30,2019 A. ,, My Comm.Expires Jan 30,2019 f ,,,-s'A•;s Commission#FF 165278 --�-A Commission 0 FF 165278 �'''' °;!„ .� ecndedthrou4Nlicni Atm 'iFOF fl Bonded through National Notary ' ,..v�. W cvi Vvv171G, MN 1 /410 rage 1U14, rlumDer rages: z, Kecoraea 01/05/2016 at 04:11 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $2100.00 OFFICE COPY Prepared by,record and return to: Bartlett Title Services LLC 230 Canal Blvd. Suite 4 Ponta Vedra Beach,FL 32082 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel 1.D.(Folio) Number(s): 169818-0000 WARRANTY DEED This Warranty Deed, Made the 29th day of December, 2015, by James V. Steele, an unremarried widower whose post office address is: 1874 Beach Avenue, Atlantic Beach, FL 32233, hereinafter called the "Grantor', to Brendan P. Smith and Laura Steele Smith, husband and wife whose post office address is: 13846 Atlantic Blvd.,#809,Jacksonville, FL 32225, hereinafter called the"Grantee". WITNESSETH: That said Grantor, for and in consideration of the sum of Three Hundred Thousand Dollars and No Cents ($300,000.00) 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,to wit: LOT 13,BLOCK 5,ATLANTIC BEACH,DIVISION A,AS RECORDED IN PLAT BOOK 5,PAGE 69,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA,EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE LOT 13,BLOCK 5,ATLANTIC BEACH,DIVISION A. AS RECORDED IN PLAT BOOK 5,PAGE 69,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA;THENCE WEST 2.2 FEET;THENCE NORTH PARALLEL TO THE EASTERLY LINE OF LOT 13.BLOCK 5,ATLANTIC BEACH, DIVISION A,A DISTANCE OF 60 FEET;THENCE EAST 2.2 FEET TO THE EASTERLY LINE OF LOT 13,BLOCK 5,ATLANTIC BEACH DIVISION A(BEING THE WESTERLY LINE OF LOT 11,BLOCK 5, ATLANTIC BEACH DIVISION A),THENCE SOUTH 60 FEET TO THE POINT OF BEGINNING. SUBJECT TO PERMANENT EASEMENT GRANTED UNTO DORIS R.BREMER,HER HEIRS AND ASSIGNS DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 13,BLOCK 5,ATLANTIC BEACH, DIVISION A.AS RECORDED IN PLAT BOOKS,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA;THENCE A DISTANCE OF 2.2 FEET WEST ALONG THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 20 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13, THENCE WEST 10 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 15 FEET ALONG A GINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13;THENCE EAST 8 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 25 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13;THENCE EAST 2 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE SOUTH 60 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13 TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 13;THENCE EAST 2.2 FEET TO THE POINT OF COMMENCEMENT. The property is not the homestead of the Grantor(s)under the laws and constitution of the state of Florida in that neither Grantor(s)or any member of the household of Grantor(s)reside thereon. TOGETHER with ail 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 ail encumbrances, except taxes accruing subsequent to 2015, reservations, restrictions and easements of record, if any. (Tho terms'Grantor"and'Grantee'heroin shell be construed to include all genders and singular or plural as tho context indicates.) File No.' 15R156PL Page 1 of 2 OFFICE COPY June 15, 2016 No protected trees are to be removed from 338 4th Street,Atlantic Beach, FL 32233 (re#169818-0000). Sunshine Pool Services of North Florida, LLC Brent White I "" DEBORAH L.COLLINS '‘-° ` `-,t Notary Publl:-State of Florida �' - � '_ •I My Comm.Expire:Jan 30,2019 -+.E ee Commission#FF 165278 °t "`• Bpldad_through_ !MN_ !in Asn. 4 Perm/ 72 # /I - Poo/ NOTICE OF COMMENCEMENT OFFICE COPY State of F I Or i dcti 0 Tax Folio No. County of v u CLt To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. n Legal Description of property being improved: �� -a S - actE I 1 PT Lol- (3 l l i ts 5 pc rc et*. l to g ss r_g-- o000 `l Address of property being improved: -I+±. i• eft General description of improvements: (\-e W 5te) crank. v uiji m M i P 017 1 Owner: e)!'ehd �rrAddress: 338 rt-e - Owner's interest in site of the improvement: n 0,) ��h 3,1)3 3 Fee Simple Titleholder(if other than owner): Name: Contractor:;j' v4\;ne Pool 5ervi/nce5 c, �nr 1, flo` t dG LLL Address: W(9 5Un n Ave- -Tate-150nv.' F Z- 3 Telephone No.:c1 Qy.-, I 9-I 3 5 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No:_ Name and address of any person making a loan for the construction of the i Doc#2016137834,OR BK 17601 Page 1434, Name: Number Pages:1 Recorded 06/17/2016 at 10:39 AM, Address: Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY Phone No: Fax No: RECORDING$10.00 Name of person within the State of Florida, other than himself,designates served: Name: Address: Telephone No: Fax No: • In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date:day 6/7- ,?o/6 Before me this I 1 of v we l p Ilo in the County of Duval,State Of Florida,has ersonally appeared rut on, 5 f\-011-1,1Notary Public at Large,State o lorida,County of Duval. • My commission expires: I/30i(al 1 ; DEBORAH L.COLLINS ( Personally Known: V Lroduced Identification: or car , Notary Pubis-State of Floridafld E.1 ' ,• My Comm.Expire:Jan 30,2019 Commission r1 FF 165278 1 "o',laUt _Bonded through MAUn. FE COPY Property Address: Brendan Smith, 338 4th Street,Atlantic Beach FL 32233. Contact: Sunshine Pool Services of North Florida, LLC Brent White (904) 219-8358 Lot calculations: , �^� Impervious SF 2 27 A 1 t pa " 7� 35-02 • 2,-1 Lot SF 737j % 1-je:76: Documents attached: Building Permit Application Warranty Deed Recorded Notice of Commencement Tree Removal Letter Site Plan Construction Plan Engineering Equipment Specs DEP Permit—N/A Variance Approval Letter—N/A FILE CCI ANSI/APSP-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 Dstatmlnilftinumfiote.41 now Rate Minimum Flow Rate Required:35gpm per skimmer(required:1 skimmer per 800 sq ft of surf.am) 1. Calculate Pool Volume ,X X 7.48 (gal./cubic foot) 7 7ct (Surface AruU (Avg Depth) (Vauvaat taboos) 2. Determine preferred Turnover Time In Hours: 8 X 60(min/hour)=. ilReD nee 3. Determine Max Flow Rate / (Hours) + = IMumma ) Co.io _3 (Vali o In Gallons) (Turnover In MJa) (Pod Plow Rata) (Sparta row Rata) 4. Spa Jets: O X 0 GPM per Jet= Q flow rate (No of fats) (Jet Plow) (rots)Jet plow Rate) (For single Pump pooh combo,use the higher of No.3 or Pio.4 In the following celculaitons for the pool 8 Spa) Determis > Branch Piping to be 2 inch to keep velocity @ 6 fps max.at gpm Maximum System Flow Rate Suction Piping to be 3 inch to keep velocity @ 8 fps max.at gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 10 fps max.at gpm Maximum System Flow Rate Determine Shttpllfled TDB; I. Distance from pool,to pump in Ft: 100 Ma X. 2. Friction toss(in suction pipe)In _inch pipe per 1 t.@ gpm A (from pipe flow/fried=toss chart) • 3. Friction Lou(in return pipe)in inch pipe per t.@ gpm m (from pipe flow/friction lose chart) 4. X a (Lap or Sasha EVE (Ft of Itcad/I ft of Ptps) (TOR Socdos Pips) 5. X _ eolith of drabs Pipe) of Etsd/J ft of Pipe) (TOB sbcaaaa Nps) Plow and&dcti_on Pose Per Foot (Schedule 40 pvc Pipe) TDH In Piping _ Filter loss in TDH(from filter data sheet) .111-77711. lo■trJ: =1■■tt® Heater loss in TDH(from heater data sheet) mom manomea� xiitst'�r-� as Total all other lam • ammo sec Ell 111:17a.oil!r—.711 ETA NE rr. EIA �: wig Total Dynamic Head(TDB) 12 Jai rr_I[I::;a■!"T7111F:11Eu7"71117 Selected Pump and Main Drain Cover. Pump selection PENTAIR VS using pump curve for TDH&System Plow Rate (Pomp model unripe to H►') Main Drain Cover 1s4 PI/e. OaarB-900 (System Plow Rate must not exceed approved cover flow rates) (Pimp Jaode,and also in HP) Noted:Minimum system flow based on minimum flow per skimmer of 35 gpm. Dage110111 Type of Required In-floor Suction Outlets; (Check all that apply) O O 3' O 2. _ suction outlets @ 138 .__gpm max. flow(see note 2) O 0 0 0 suction outlets @ gpm max. flow(see note 3) nt ( channel drain @ gpm w/ ports(see note 4) TON Calculation Options F LEANSI/APSP/RCC Worksheet Sw Pool Cote Or each Ptltnp? CC ig �gy�� p ta61 Check one fete:Them Requirements Apply ONLY to the Filiation Pump 0 Simplified Total Dynamic Head OTOS) Oda:draum Vtltreden plow Rate Calcutatlmts Complete Si"Worksheet—FM in all blanks poi water Vaunts_.,,.,_..+3601:__._gpm•filtration flow Teta Ela TotalAinamic Need(TIM Is there an Auxillary load on the filaredat pump?Yee,.,._NO_. Complete Program or other aka.Rail In required blanks on worksheet&attach If so,what is the au*iUssy flow rue_,_,,._.Nan calculations Mextnmm Mow Rate$.G imm(maximum auxiliary pool toads l ❑ Mjxlmum Flow Capacity tits filtration Row rete,whichever is greater. of the new or replacement pump The pool filtrationilow nue she mai be main than the mu orale Notes: 1. if a variable speed pump is used,use the max m tura over the pool water voltam In 6 haws or 36 spas whichever a pump low in calculations greater. 1 hie meow that for pools c/lea tlmn 13000 gallons.the 2. Par side well drains,use appropriate Bide wail pump shall be slur¢to haw air nate 036 spm or lea. drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe•lm 0 6 fps_Inch tutudmum flow Return Pipe slut 0 8 FPS_ inch 4. See installation instructions for number of Filter Pusan:(Cartridge.3731 or OM 21 ar(Sand IS) pearls to be Used 3�v + 0 .3� � Q fo S. In-Floor suction outlet cover/grate must conform to most recent edkloe of ABMB/ANSI (flow rate) (flimr fetor) (minimum flims site) A112.19.8 and be embossed with that edition Mar Make/Size ,.gMAI R A- , '......:10.2-.. approval Backwash valve?Yea ..� No. ........(if yes.Mut be 2 Inch min) 6. Pump.Niter and Heater make and model Puts Selacsloa frons APSP database on Curve A pen than 17000 cannot changer and equipment location cannot Pump be move doter the pool without submitting a gallons)or C(greater Ikkee M0 plead)(circle orae) . revised plan and TOR calculation worksheet for madeituty.. E Q co F6 i. , _am(„ approval l'lnw Inter(lowlt'�'5—.irrn o,1'Zjpm _.::: Plow Ram Nth speed)—.spm 0..._Mtn OW requirmi 111=11111111111A1111111111111111LEA11111111111111111 -'_ if esu mIZILtary load on molders pump 111111110111111111111111111111101111111111111111111111111111 h�hl�lirit Ii1aliOtlerit1111 Ira cETA T"��71■r."r"7t 1E V h1E3i Pump Contrats 11111111111U am i T �!<� 1 A eta 1E71roma mourn'Frill 11111111-n w i Standard time clock l 2 speed rim.thick._.._.or ether_._,..... -41WM h1 1lEflr IP 4 1111F77711115141 HOW?Model r 1 1M1E�r~i .as. III .0? ._._..onia... 111.1116i 1 1 n Nates:suction piping in front of pump inlet must be 4 pipe diameters In length. Must have h8"of straight pipe after the filler for solar. 6O a9 �, Swimming Pool Slsedflcatlona for: Owner. 5mi- H Res IQEA/C.E .'7 rcrC -- \y'h ift=- ,_,..., City.Stater Z1p_. ATI-AN r t C 8 ".,it.-ii F L. hist Name - —._. .a. , _, CPc i 1-- 3Cn-ir5 Li arena*Matter 1 c — r c- S:. s. xainbow Ikr Filiscs V.440 Total Head In Feet Conversion Chart Inches Mercury(Vacuum Gouge) 0 2 4 5 0 10 12 14 19 15 • 0 0 2.3 4.6 0.8 9 11.313.6 16.8 18.1 20.3 1 2.3 4.8 6.8 9.1 11.4 13.8 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.220:4 22.7 26 3 6.9 92 11.8 13.7 16 18.2 20.5 ' 22.5 26 27.3 4 92 11.8 13.8 18 18.3 20.6 22.8 26.1 27.3 29.6 5 11.6 13.8 18.1 18.3 20.8 22.8 26.1 27.4 29.0 31.9 6 13.9 10.1 18.4 20.8 22.9 26.2 27.4 29.7 31.9 34.2 7 162 18.4 20.7 23 25.2 27.6 29.7 32 34.3 36.6 .„ 8 18.6 20.7 23 26.3 27.5 29.8 32 34.4 36.6 38.6 9 2'0.8 23.1 26.3 27.8 29.8 32.1 34.3 38.0 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 36.9 41.2 43,4 P 11 26.4 27.7 29.9 32.2 34.8 36.7 39 41.2 43.6 45.8 S 12 Zr.? 30 32.2 34.6 38,8 39 41.3 43.5 46.8 48.1 I 12 30 32.3 34.6 30.8 39.1 41.3 43.8 454 48.1 60.4 14 32.3 34.6 38.0 39.1 41.4 43.0 45.9 48.2 60.4 52.7 16 34.8 38.9 392 41.4 43.7 46.9_482 60.5 62.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 66 67.3 17 34.3 41.5 43.8 48.1 46.3 60.6 52.8 65.1 67.4 69.6 11 41.8 43.8 48.1 48.4 60.6 62.9 68.1 57.4 59.7 61.0 11 43.9 48.2 48.4 60.7 62.9 652 67.469.7 62 64.2 • 20 482 48.5 50.7 53 652 67.5 69.8_ 52 64.3 58.5 21 48.6 50.8 63 58.3 67.8 69.8 62.1 64.3 _68.0 88.9 23 50.8 53.1 58.3 57.6 69.9 62.1 64.4 68.8 68.9 71.2 23 53.1 65.4 57.7 69.9 822 84.4 68.7 69 71.2 73.6 24 55.4 67.7 60 82.5 64.6 88.7 68 71.3 73-6 76.8 25 57.8 80 82.3 64.8 86.8 89.1 71.3 73.8 78.8 78 28 80.1 82.3 -64.6 68.8 69.1 71.4 73.6 78.9 70.1 80.4 27 62.4 84.6 86.9 69.2 71.4 73.7 75.0 78.2 00.5 82.7 28 84.7 68.9 892 71.6 717 78 78.2 80.6 82.8 85 25 67 89.3 71.6 73.8 76 78.3 80.6 82.8 85.1 87.3 SO 89.3 71.8 73.8 78.1 78.3 80.6 82.9 85.1 67.4 89.8 31 71.8 73.9 76.1 78.4 80.7 629 85.2 87.4 89.7 92 32 73.9 78.2 78.4 80.7 83.1 65.2 87.6 89.7 92 94.3 33 782 78.8 80.7 83 85.3 67.6 89.8 92 94.3 96.6 34 78.5 60.8 83.1 85.3 87.6 88.8 921 94.4 98.0 98.0 36 8.0.9 83.1 85.4 87.8 89.9 92.2 94.4 98.7 98.9 101.2 'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. "GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. FILE Ck;;i''' i Simplified Total Dynamic Head Calculations for Conover Residence Maximum Pool Flow Demand Calculations Pool Volume 7.791 gallons Turnover Time 480 minutes Maximum Pool Flow Rate 16.23 GPM Maximum Spa Flow Demand Calculations Number of Jets 0 Jet Flow Rate 0 Maximum Spa Flow Rate 0 GPM Maximum Flow Demand 16.23 GPM Design Flow Rate 60 GPM Number of Branches 3 Pipe Sizing Size Max Allowable Velocity Est.Velocity Branch Piping 2 6 fps 2.04 fps Trunk Piping 2 8 fps 6.13 fps Return Piping 2 10 fps 6.13.fps Suction Piping 3 6.fps 2.72:fps Head Calculations done with Hazen-Williams using c of 150 for PVC Pipe Distance from pool to pump ; 100 ft(MAX) . Suction Pipe TDH 0.08 ft . Return Pipe TDH 0.59 ft Filter Loss 2.50 ft Heater Loss 0.00 ft . Chlorinator Loss 0.50 ft Backwash Valve 9.00 ft Main Drains 0.06 ft i Solar Heater 0.00 ft Total Simplified TDH 12.73 ft . Item .Qty Model Manufacturer !Flow Rating(Ea) Filter1 PLM•300 P1UT/k i g 38-100 GPM Main Drain Cover(s) 2 NoV\ DJ';t3 -`lc) HAYWARD }100 GPM Pump 1 MAX-E-PRO(P6RA6YG-207L) PENTAIR 'SEE CURVE(B) 0 0 I 0 0 I 0 0 • 1 (0- po0L - 144• I TOPOGRAPHIC SURVEY F".' r LOT 13 BLOCK 5 AS SHOWN ON PLAT OF „ ! -, , SUBDIVISION "A" ATLANTIC BEACH `r' AS RECORDED IN PLAT BOOK 5. PAGE 89 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FL. GRAPHIC SCALE 0 DENOTES FND 1/2 I.P. - DENOTES FIBERGLASS UGH7 POLE b 0 Is >D NO I.D. B - DENOTES WATERMETER I T UNLESS OTHERWISE NOTED DENOTES BENCHMARK EOP - DENOTES EDGE OF PAVEMENT y ELEVATION AS NOTED EOOW- DENOTES EDGE OF DRIVEWAY a %0.00- DENOTES EXISTING HARD ELEVATION DENOTES CONCRETE �T ) X 0.0 - DENOTES EXISTING SOFT ELEVATION ,(,,�919eL r I Inch >• SO !t ® - DENOTES CABLE RISER �i1Q'10 O -0- - DENOTES CONTOUR ELEVATION „A N•2 ._o cA v 4TH STREETT .0T _ _ �� - o (40' R/'R) 9n La.41 -- _- �� _ � � �_ s Ai - 4' 3O0.Lt'(IL) _� ---q...-------- c r .'' IS o 1/c p. H3W 2500 E 300 00(0 i �e�S - NO 4.0. H342500't i ST I soar .7,,1-1 - sW THERLT LPL ' � R/*' Co11NER iNo g7�5 LB 6>roll LOT IV" 1 I ',moo(0 O �- 7I ..1 00!1125 11 Y I - -a LN LOT IL 4001 a AAANTC RAO,00101 A.M 00020 6 RA1 9003 a PAR It 0 `• (7; M 0!6003 110*OCC O MAL(640,M10100.0007 1147 4177011 0001® Z ZReil AT TIC 9311117..67 C040 0 M LOT 16 4001 a 011014 9(00, 019,A.AS 10000 4 411001 a PAR 6 0 M(001E0.111101110:40S 0 Ir v'LA LA , [ 3.8 0 I 0 la AS 90.10@\! 11370.COMM ROOM 9010 LIST LS Mt 1000 0026609410 o TK OLS1DIT r 0 LK CRL4 O.Hoar a 011/01€ RAO,16944 A c6UNR O 6rm:1016 -P. v BLOCK5 ()1 0 CAST L2 RV TO M 17 031Ut 0 LOT 14.ROOT a*1100710 11001 01A0A(90C T O TI ( orkcia M 0 A0.1120 L 0 LOT II.ROW L 0113110 RAO,06901 AL 11.10111.10150".50".w Aar N O 7.371 94•Pt. • R7 .0 at PONT 0'901910 f e0 a 'e a 00017 TO 901.10.010 CAWOT 01030 10.10 0316 A.00+01.0.11 3077 A 10 6906 1 000 AR 0019104 AT M 1001007 m6Q 0 LOT 11 ROCS 1.ARA MC 9G01. AS 11601003 It 115.0 ICOA&PACK 10 V IC I 1 6ft Of L2 MT CT SSENCE 1 *1SAWT 1016.IS'IC0ft OT01 0T t TA 006 A AC"'u"4 K IC CAA0 I'Y?04 01 A� NOM=Oft OP � LOT 12 104 10115 IS TOT*AIM A OR 940142.TO M(0604,uN(0 10 LOT O 0-e 1 7100((AST I TOT.MAA A LK PO 018 10 T C 30011007 UC CO SAO LOT 11 e� ..- ....• 0022 RAN 2UST 2I rT*KOU C AC PMN1n M O SA 10 MIR,LK D IDT to V 0 III1 ) , L6 1SOC 101 ea RI1ALDO A LAC 0•161321.TO T USTAITT LAW o 5011.0 011 II To. 010QAO T1130 o SLO1 1A 01602 471 1.1 rTM Rt TO P0M0 d 'p a� 301 Cl SC OP9400011. 10 O r 9 rc O I 5120 ifs I (A+ O 51EDS '..r., ^Q =z ; 13 a` � L 'REST LY BACK 5 UNE TABLE € e L O.R.V01- .v0.t3L IK 000701 101001 a'6000 26 9131 Ot j (API 413703 606 �i.RiM ra'ppm( t Ow90R� I Lc---- _ 11IC%s) 01077270 000 71 ' a7i (*9) 1907700'0 00.00 L 0.l[ - ¢.0LA 1.11004 /431]70 401 ." 1 L 021 1!1 5/8'BAR ----- 41O1 01.'!)'000[ sato 1.17 103! 015 LB 0901 13(1) 10L7777S 440 r73o 1/2 19. 10(91 29.3330^. woo sass' IDT 32 I LOT 10 13(0361.3 115 6130 LOT 16 006 00171 SIM LO'c 1 BLOck 5 10.0.03 Blom 5) BLOCK 6 U(0%11) 5977313•/ 221 BIACX 6 I (p(pRpVED) (IMPROVED) • 13(050) 05527070 29.6 (21115201705 1.120105 ARC SAC 0 M 5001100y Wort-O-C1 LK 0 011 51001 Al RPA 4037213 01) L TIC VACS 1604 NOON IS 611.1 MOOD 200 V AS 001010 0 M 0000 4901.04 MAR we(610)*096A16 49001 120077.TOO.1.401 0011.C610.Aft 1 202 M'IMO 10I13 1.104 01 LMS 600 In SC00 Orr 0 M rim,.94.0.0 MAPS 310 MC 901 A011Ott 007.M r4.AAl 400 01.0.A01 0110CAT06 01 1110 16017 M0 YN.COT 001 000 0 TO AND 000010 10.OAR 0 WS 900.1100 307 301(RW 11.90000 X0+006 A/01 M OAR 1041 4 5.01=SAO 61044104 41604 D04A R lift 10 M*071705[loo PLMQ*AAAa*1 101019?.00.610rt 0 11101[5041.00 0 010110 RAGA 5•. 10 410.002 1.03 WOO=101201 AK� NAPO Ma 4.001000 M CN106 O 900 0400100111.0100 TMM1 11100 904'1(007710 UOa M SOLPC 0 TMS MK7. S 0001010 COM.NO/Cs M0 02117101 6040101 0000 TO TMS NAP MOR.NOWT 6 11040120 001 IS CMT 011060 PT 10.9005*$01114104 o 110 301 6 61500 TO R 0010 AT A 101 0 1.-30 0 HALLS 1 Waft A 70110 0014120 M 01001 020 M 110140 CT*C1104 LATS 16.111 000771 600010 9 001 00,0320. O 000.0 91.If(M 0JA006 0 01.003 M0 TO 020001 SAIMAA.1120611.2.A6 01061150. 7141 0,1010111 4.27 6 RAC.101020 100.910 M 00 Cr TIC 040IT PM110 NO IC 00111 010 1M 2201 00.00 0006 Os 060).TO 001 7110 POCA9T$.Wt•ANO 5 NOT T609W11L ANT 0010 0 7105 900A.SPIKY S MD Is PM 11-111110.06 1121001100 10,0 MU MO I 1140 00 kW SDP NKOMO 16.60 3 As, 10 0-Aft Or 309117 OCT S OCIT 100600106 K 00. T 0.0V TO(0 413 TICLAL,ST RW DAIL S(K 0 IK DOHA 11•000. 10.VR 0901 0007011 61056'v4.9063 431011 t 040.9003 AR 11 MT AND wow.FORTS MRO. '1.MS Myo 6 047 R9 M.MOS M 000020.11 6 ICY A(00C.4R 0 1110.ZOOM(010101 01 66000 O 0641101¢1 '1 01 1070 MS NOT 111000 TO 000011 CO 05110 017 611.061 PMO9016ALL7 1011110 MEAS.most wares 10.(01 700.160 O ANY MO6-77071E R(0041.0 LOU,0010.(SA0.010 0663900 Co 510 DITTY A01 MIT 004171*MATCH 100101 ROOT 10 010000/17 Cr 10.1.0010. '1 0100 A 0016960.6 0000.10.6010 05005 A01 031 011 AR 001001 6M RAT PALM. 4.No 7113157 6 SAM Cl 0904004 M 0060 M M DAM. 'taCO 00 5P1106306 KS AS 00.010 00001 30 10010400301 10 M PARLG 1400777 04 01 0010 141 A0 5010 TO 62 70.6060 'S 0210 100 10 M RAT 901 000100 17013 TMT MAT 01701 TIC LOT. 17 112 RAP=O TMl 61.40477 110011 6 TO 00 M 00006C P4104AM0. 101904 A 40(0 06000(3/5/17)(IAspen) PREPARED FOR:SH DESIGN, LLC Cfl01.57 ED TO:SH DESIGN, LLC 'u BARTRAM TRAIL SURVEYING. INC. *I LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS /l�I Z%=- 1601 COUNTY ROAD 318 SUITE NO. 106 (904) 284-2224 �L•�� . GREEN COVE SPRINGS. IR.32043 FAX (904) 284-2258 T2:S�S'::.�W' CERTIFICATE OF AUTHORIZATION LB #6991 r=��`' COPYRIGHT C 2016 ae.•�..Y�....-. _.. NOTATION: 90.10.FLOW Mt ;,.! =Z-......-,....... 1 71:70357 COST Y.001 N.,01.0y(900133047 44,.446 114 000.1 n...1.,.00 11.045. 01 ....11 benefit of 04001 4 0/02051101 0(N/A) I===.o "" N.46106 Al a 700 007 006.4464.7.559,405 .3001 of Oly oft 1140.000.ITS 001100 66 8040.0 ...3..=_17=7..14%.........0. 01'00301 CIA 0,10030.i,u.Mut 710.400 of 06 Su0I019 16610 C.rt,IOTI 0*45.,0715 010.0101 PAS Na: �0�1 �. .!PM 9115:16100 1010*for Surreys o5(9611490110 by(M 1134140 State .1....0 not p.e..,1...,,POToL.i.5 to.0...0114 A1.'I15 120077 010p1 6/3/1] .5: �. 7.r2 DOOM or R66000 541 0)11 0110 0099011.0Mpt4 N 0.4 lty1U-0l-soy,0600 11154.0.5n0p.. -.�6 5.FI7 910.0.:0.30101 to 5.01'0.472 027.r6601 BC44sy U.,.00,104 660.Ante.r5.000AO.a 0130 2 ��3.� lir meow.307)41 10 1.N 664 Ana lolotio+ 000 660.. .y1a.otter K1.ay app30 Y.N.o4tro0L 0 570.. �nC10D2^s-0.e 3002/J�J9 301]/71 off' :Case.' =Mao. FEBRUARY 1.2015 0011 SCAM: .� .� FEORVAR7 L PM MY 1411 4,0940 aCI cone.1,tar 5KN40 A4 or 2/1/16 1•x30• E.�ef.� ..4`7 1 ..1- MESO WORK 0010.1IEO AAP 0l104µ1.7 sac) 115 OiMM Mow 6106 00 IM*ow,row 050 4.043 Of 0.M<OpMS 3050301 O.Mt 1390 4111eut N.51p1atN5 040 "'MC' 10.: Qy9M: j T1s 1E 0.n.00517100.0430..6 ora 7700300 1143040 9r.e7,ala 1270-tb-001 I 1.{ RAri0N0 PAUL SUTHERLAND.P.S.M. 100110 // STATE OF FLORIDA LICENSE NUMBER LS 6477 000071 97 Lws 0x00 a PPt SHEET SOP_--1_ S(30 Ir‘Ln l... I °C) S 1 (0 - POO(--- - iqq ,..„ '� , 4 - S; I- SITE PLAN LOT 13 BLOCK 5 AS SHOWN ON PLAT OF SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 0 DENOTES SET 5/8' REBAR `G- DENOTES FIBERGLASS UCH,POLE 3c GRAPHIC 15 30 5_1_1% 1BTS LB 6991 ®DENOTES FND 1/2' P. - DENOTES ERMETER I,..;_ NO I.D. EOP - DENOTES EDGE OF PAVEMENT UNLESS OTHERWISE NOTED EOOW- DENOTES EDGE OF DRIVEWAY _. IN S IB - DENOTES CABLE RISER DENOTES CONCRETE ,,, A I n --------- -- ----------- -C_------- .-- ry . 1 nch = 30 !t ® DENOTES PROPOSED PAVERS Y 4TH STREE T , _ 7 _��- 300.11•(5) I ,s; 1 2o.51' 20.50' 4•LP. N64'2YOD'E 300.0°•(` IRI 221DIY � j -..NO NIM'2Y00� ,- a./1,L1NE 1.0 , ACn7 €LOCA 5 It 11141 I CF. 7.55' I FENCE Oa/1CM X Z Z (rl {OT la POP 3 A1Wrne•LML N*004 A 00 400.4[0 P•RAT 2001 n.ANL Mt Cr O-t I M a_IT POLO MCP.a O1wr1L WLRT.PPP,CBOT,MT Pana 0001421 C: (11 J AS WLlan R01 AT 11(1054(851 NNW n AS lOT la POO1 D ATLM1C OPP. (,j PAP A.As 44002 w PLAT•oa a Pal M,n n(awar ewe=Oat v r OUP.C IIRT'.R0*1*,000E 107 a Mt 1101Q MPP•14)01[0 10 M CA71RT NRntOT 13.Pea n 070.40.4 4001.Pala A A ORM=vOOPOT:110.4 G 7.78' PST U 4217 TO M P OOLT LOC n LOT 12.PIOP a ATLANTIC PAP POP A/0001 fJ O Y ♦ m 1S TOfaT lot n LOT D.POP a*WC SLAP MOOR A1.110=NP„N PUT 10. 10 M PONT a 42.00 1L, Y it a r aw�t+n 1050* awn=aro oa[L POOL.a wn•1C 004 2110' ,. 100.400 At=NOCE M!ADAPT CaIO n Ur,a ROP 3.ADA MC N V ODPP AAL MOW)1•RAT OOP a PAPE M n DC tVa0 NO WOOS n '1.11 17 °,,- OWK mRn RPO4 TOOL A SO PEI *1. Or 2.2 P¢7 w:sr AtbeT TRC 104.100,IOC 5 I i • 0' LDS�;;PO w1'r1014a x'10 Mr ALPO•L PPAAP O PAPAL24 9xa00nT UK CAMAY N OP 0.1 110CL1 CAR•�O q•bis(01*0.2.7)4.4)10aV W SACC L7',1°' 7.71' ,0=mats 4 PER A*Oa•LAC&WOO 70 M P011.012 tat a PAC WI 13 Tama O I 2117 L6 7)014 111410 M3N1IXT PUTK OO AA DIC 0Mw*0.10 DC(AS Waal,1 Iii(N PO LOT LOOP 13 10 A L 11.1 W11)0.T la a SAO LOT,a"010 1031 43 PUT 10 TO POO v 1+.ov 7.55' I. i ISPERV10U5 COVERAGE • .. LOT 13 I g POOL .14017 A noot 6 F A •RDnP OaIL 1.0 O 1..n w o �I I ArGA A:a*70 at 024 10 n 'v 7.771!3• / v .20.0.1. 0.20 P.h d 1.401 s•h. .32 son s I I WCL yo 70ps PACT iN B• �WTCR9y I SI,�• 02 30':A 1.027.2•a n 7.371 4 n A14 ‘75.....000L.$ \J // DAL 4•FOOD MIC FENCE CORNER LOT 9/11 ,.,11 0.. RO I/2 'LP' 111 "` P NO L0 LOT 10 "•�'f O /� be BUILDING COVERAGE $.025' LOT 12 BLOCK 5 1 � R I O�� 00150 a rt( LOT w n s LOT 14 R.aoY BUOCR a Lir, y/ /AIS RE L''r fy}i Loos.o f 1237 A n 1.r HL16 I 8 ROVED) I (��) V P G (A'E Weft (OIPROVEO) (� I I.OUMAO Alt 0034 a M 101710.2 5 317-n-SAT La Or OD R1a1 AP Dap...Tort IUL 2 n(LAMS Pao Map 7 Ino!.PPM 200 X AS 00014 a M PM OSA ACL DATE PP I'alt11021'•0,*34 11004.P.O.RURa 0.114,.PIM..00 3.200 DS ONO 206 PION ON 710 Petr AN SCALED NP a 111 PULL 12.0*.)urs A1C Art MO 0.40010 OAT.T(r.Llto 2IORu1aR 010 OO.0A1CR1 a 1011 SM1(T AL,Ata CaLT Pa PTP V ID•IM.alla•a 114 PTL Or,O Pant,.110(lug art NU SLOQ00R Kolar!0210 11a Pa PAT mu.foam=SAC UNE TABLE aOaATOR MOM PWD 00)OCL 10 11(COMO••T75 ROW RAR[0.1ADDOR'0100147,OO PIAOrt Of P10K Cita.Orr v•,WARM MOL PLOW I102•R0p01®MOP MC PIED a DAV IND LI[ COMM 1.01114 •10 t•aOIGPsO 10.10'74 a*10116 0121 tDN1001ra 01462 Ma TOPE 9101)tpR LOG=Nap M 7LOP[n TO Sl•IL(1. S Ap0110A5 0122100 NOM PT Wad 0044113*AN4 T2 TR IMI•20/01 4200 0 w00114 010 S mai 0.21400230 DT 11(POP O 1210610. 1.1(11) 111•73'00E 202) •TO IWC MOOD 10 00 sae•7 A 441 n l'.32 a 151101 PPP•PATP 10014 02 WIDOW MO TIC Mao RLRRL1aR Ian Mar Ao1Aa. 7 2*00 IJ1=1W�11 61211o011AIR 10 Kamm*20.10[201.141..AVO 1.004,004. 1.1(.4'10 Mr/TM 20.621 D 0.0004 AOL M PUT 030 SLOWS PARIS ROLA. LOO 4077401 3000 I.DO Pit RM 0 MAT POI M LOOS N 41Clr0.R O ROT A 0211(04 or 011.20104(040.72 a 11®0*OF DCWIPw[¢ 12.>)4 DP MAK Da lOT PPM to 00•SAR a LOW 0T RTAAOO.Onata r1AILT 100111(OCAS.PAWL IU0T•n a M.0nta,AJ Lane AN.r1:00•L u(C)21) 407197. •DW 1701[.KOsµOR LOCK NCCT.MAIM.NO to•afa a 0501 p11T NO NIT DAMP 0.0.0.0 100,21 4 DOT M ASP032.01 a IIS Naa*Pp. 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WA TO OrpQOC Pula AP Cw007 2100042 )[0.41011 urine./ 0,21 P*14.491 zSw1Tr ODIC SKIM AS MIDOO,9001�POMO m n papa I*2 KDOT ammo,N1Wf.00..0.n LAJDOIT 00114 7014 TO Maar M�4 LxCXn 111710"[ SS 0.3 PREPARED FOR:SH DESIGN, LLC CEImmo TO:SH DESIGN, LLC --- BARTRAM TRAIL SURVEYING, INC. '. ' - LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 915 SUITE NO. 106 (904)) 284-2224 T.._ GR>3N COVE SPRINGS. FL 32049 FAX (904) 284-2258 "� LrICIIFICATE OF AUTHORIZATION L8 /6991 Y.11:a COPYRIGHT 0 2016 uta..��,_ rR®1'CLRiLLY.loaf enb NOTATION: NAIL 4011 271. -�3�• w` In•...As p/1 Rt10 oT 0. Tn 0 YT NM �7,0•~'14 Pe arra Pap.a1 mole.1010.1 anal of*/Prod a t/152a11011t %MIA) 933,-.1=4"1"4,474....,S'" --� r 1*1900 . nova f INK 0w tMr•fa•ue.nla.q-w O Borvom /.r•C14n ad 081900•oil U•blot SIaarM of Trot PArM)Fe10 mal no COTtlfaOPP3 fatafi 9 Inforrata1 11AIQ Ma: �Ly�� $00.401.•fa S1R11y1 pre1111po4W S7 p•FI0W9 SIM* ofa50 a not Poe,Ara. ,attack 0.11.•can. 130077 Paw 4/3/13 HS^-�,_•__�1�.•04"1 Baal Or ProfRR•bM ss 040'0031 Obote of ,e _ _G .�. .OT.Rgnn-or-.217. 10.0�.,.•.o1A1nND _ 5.3-17 F.AC.: 110Panwent to wCOa 072.027.Rahe Oa7 Lla 011.14.opponent•.r••rwlbn•a 02 / k sonar mane•11.01 may War U 1.M oa•aoct.a warn. 002015-1.P 1 ��'. W L3 w� stela.00,00 2 10 m rota LM 401001141 Pan 4014. v�r1 4/110 007038-7B 'Ei ..m'�..D. 1E0.3MT I,201$ N/A TAB surrey b aa.' 2/611€ I SCALE 1..30. =�• w`t 20,0 DOIO(COWL11E0 'AP ORIOIALLY SIGNED Su::001441 nanM •pnaa/)14)101107 TTopRoalrpal•f 1 00011.0 7021.02 aa.not*4.RAout,7:94.2„,,,..7., 0*•)glary al 9"4:1557 10.601 M0.: I LW90m =6.T=.4.1,..4..............• U:43,17°84"1:0 w 010540 rob.w01*7*Tab*1100011.4[0111570 0110 12$-I(1-001 T .,_ RAYMOND PAUL SUTHERLAND.P.S.M. 141°'7• STATE OF FLORIDA LICENSE NUMBER LS 6477 pRAw ec LAS 0[.41[4 sr.W ylcc} t Oa t BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 33� L 4 ani Bre(11 Permit Number: Legal Description 1G,-)5-dS L i t PT Loi- 3 (31 K 5 Parcel# L 9 ( 3 — 0 0 0 0 FIoor Area of Sq.Ft. Sq.Ft Valuation of Work S,`5(0, n C)C) Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition L. 1/spa window/door Use of existing/proposedstructures))(circle one): Commercial Residential If an existing structure,is a fire sprinklerinstalled?system (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: f\e_W 4)atirre{e, S i J () DO Property Owner Information: Name: �Jf c� Address: H±k 5+feel' City Name:, 13)ec.0-h StateFLZip 3aa33Phone 90+-I - 5c I — C' 33 E-Mail or Fax#(Optional) fr'endcln p o•4+ (" e+ Contractor Information: F1 Qri 0.4, Ll_C '' yy Company Name:C)un iqe Cool sere it es Oc N or4k Qualifying Agent: c3 re n-� Ut k4- Address: 4Address: 41 ct Sans h Ayc. City c1'Sso v i l l& State F L Zip,?o)d 10 Office Phone 904-all-If 3 5 8 Job Site/Contact Number Chris 501— Fax# State Certification/Registration# CPG 14 5 (e1 5 9 �7 OO 1 • Architect Name&Phone# Engineer's Name& Phone# f\C w.1 0e5 .jrx t^ou 5 d) let,3-Q 5(a(t+ 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 certlfi'that no work or installation has commenced prior 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 becom. and void if work is not commenced within six(6)months,or if construction or work is suspendedProabandoned „oned for aperiod of six(6)months at any tim work is commenced. I understand that separate permits must be secured for Electricalg,Signs, Wells,Pools,Furnaces,Boilers,Hi Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governh type 91 work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cam provisions of any other federal.state.or local law regulating construction or the performance of construction. `-- el Signature of Owner ; Signature of Con . or Print Name Print Name S re- h Sworn to and subscribed before me Sworn to and subscribed before me this j_a-Day of 3-vyc ,20 this I -1 Day of -'v-R_ .20 1 �' Notary Public e . Pub rc DEBORAH L.COLLINS . .;: DFBOR 'F` i' 'p '' NMI: Notary NMI:-State of Florida °`r"`r: hc:a . .; -State of Florida •fit• My Comm.Expires Jan 30.2019 My Comm. Expires Jan 30,2019 _ ; Commission#�FF 185278 Commission#FF 165278 '�• %` Bonded through Assn. '"i, `� Bpxled ttrough National . Asx,. Doc # 2016001912, OR BK 17418 Page 1014, Number Pages: 2, Recorded 011..05/2016 at 04:11 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $2100.00 Prepared by.record and return to; Bartlett Title Services LLC 230 Canal Blvd. Suite 4 Ponte Vedra Beach,FL 32082 as a necessary incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers Parcel I.D. (Folio) Number(s): 169818-0000 WARRANTY DEED This Warranty Deed, Made the 29th day of December, 2015, by James V. Steele, an unremarried widower whose post office address is: 1874 Beach Avenue, Atlantic Beach, FL 32233, hereinafter called the "Grantor", to Brendan P. Smith and Laura Steele Smith, husband and wife whose post office address is: 13846 Atlantic Blvd.,#809,Jacksonville,FL 32225, hereinafter called the"Grantee". WITNESSETH: That said Grantor, for and in consideration of the sum of Three Hundred Thousand Dollars and No Cents ($300,000.00) 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. to wit: LOT 13,BLOCK 5,ATLANTIC BEACH,DIVISION A,AS RECORDED IN PLAT BOOK 5,PAGE 69,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA,EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF THE LOT 13,BLOCK 5,ATLANTIC BEACH,DIVISION A, AS RECORDED IN PLAT BOOK 5,PAGE 69,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA:THENCE WEST 2.2 FEET:THENCE NORTH PARALLEL TO THE EASTERLY LINE OF LOT 13,BLOCK 5,ATLANTIC BEACH, DIVISION A,A DISTANCE OF 60 FEET;THENCE EAST 2.2 FEET TO THE EASTERLY LINE OF LOT 13,BLOCK 5,ATLANTIC BEACH DIVISION A(BEING THE WESTERLY LINE OF LOT 11,BLOCK 5, ATLANTIC BEACH DIVISION A),THENCE SOUTH 60 FEET TO THE POINT OF BEGINNING. SUBJECT TO PERMANENT EASEMENT GRANTED UNTO DORIS R.BREMER,HER HEIRS AND ASSIGNS DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 13,BLOCK 5,ATLANTIC BEACH, DIVISION A,AS RECORDED IN PLAT BOOK 3,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA;THENCE A DISTANCE OF 2.2 FEET WEST ALONG THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 20 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13, THENCE WEST 10 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 15 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13;THENCE EAST 8 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE NORTH 25 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13;THENCE EAST 2 FEET ALONG A LINE PARALLEL TO THE SOUTHERLY LINE OF SAID LOT 13;THENCE SOUTH 60 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13 TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 13;7l1ENCE EAST 2.2 FEET TO THE POINT OF COMMENCEMENT. The property is not the homestead of the Grantor(s)under the laws and constitution of the state of Florida in that neither Grantor(s)or any member of the household of Grantor(s)reside thereon. 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 taxes accruing subsequent to 2015, reservations, restrictions and easements of record, if any. (Tho terms"Grantor and'Grantee-herein shell be construed to include all genders and singular or plural as the context indicates.) File No.: 15R156PL Page 1 of 2 OR BK. 17418 PAGE 1015 IN WITNESS WHEREOF, Grantor has hereunto set Grantor"s hand and seal the day and year first above written. / SIGNED IN THE PRESENCE 0. E 'OLiLOW,G ' TNESSES \ Witness Signature' ' '� ..._ irykt4LL G2. Printed Name: '12)c.{- - 13cr -r•I f -i --- James V.,SEe le r 1.,..ie . Witness Signature: �.JL( L Printed Name: / • Pat Lagar _ • State of Florida County of St Johns The foregoing instrument was acknowledged before me this 29th day of December, 2015 by James V. Steels-echo is/are personally known to me or has/have produced driver license(s)as identification. -..)al 10 1,:�-. My Commission Expires: 3 Li-1 L. Notary Public SignatUre (SEAL) Printed Name: Hat Logan , ,,,,,, PAT LOGAN ° MY COMMISSION#EE171805 -.`31 oz7 EXPIRES March 24,2016 (40r)308-4153 FtondeNotanSarr+cn.com File No: 15R156P1. Page 2 of 2 Doc # 2016137834, OR BK 17601 Page 1434 , Number Pages: 1, Recorded 06/17/2016 at 10:39 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 • NOTICE OF COMMENCEMENT State of F I. or i du Tax Folio No. County of 0 Uv0.1 To Whom It May Concern: The undersigned hereby infonns you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Ih-a aq 1; .11 PT Ltd- (3 GI K perc eW 0000 Address of property being improved:33?_9 cj4 C e L_NtIO L4{(� {h t p 3 3 General description of improvements: f\ f5u...1;m p on Owner. Q)reyelikark Address: 338 y� 54I A# cu.h 3333 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor. 5 r'e Poo' erv► dc? LL-C. Address: W(R k Jan ►'1 P Taekor1 V I'i F" L 3a a 1 Q Telephone No.:ci O'1—a I a 5? Fax No: Surety(if any) Address: Amount of Bond S . Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: • In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: • Telephone No: Fax No: • Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER /Signed: �v Date: /1— O/6 Before me this I —1 day of we . O Ra in the County of Duval,State Of Florida,has personally appeared 127.-t,-VA a n S Notary Public at Large,State of Florida,County of Duval. My commission expires: 1 'XOI(� j1 DEBORAH L.COLLINS Personally Known: V or J °6e' Produced Identification: Ai° ``/ Notary Pub%-State of flotilla ` • •=My Comm.Expires Jan 30,2019 �?, �. � c>;° Commission A fk16SZ78rJ- • �4„��. ' gmdeflttrqgiNzdThM yAs t l June 15, 2016 No protected trees are to be removed from 338 4th Street, Atlantic Beach, FL 32233 (re#169818-0000). Sunshine Pool Services of North Florida, LLC Brent White DEBORAH L.COLLINS r° •'`�£ Notary Publi:-State of Florida _ CC L N''j�` ;:My Comm.Expires Jan 30,2019 ' ya' � Commission N FF 165278 9 ' , �`�•'S' Bonded thrNatiaml Assn. I I I I Property Address: Brendan Smith, 338 4th Street,Atlantic Beach FL 32233. Contact: Sunshine Pool Services of North Florida, LLC Brent White (904) 219-8358 Lot calculations: Impervious SF--1 "��,,eo& k c 7S -- 3 Co - y Lot SFL 2,4 3,-7 2,2-1 fi """" i 7371 Documents attached: Building Permit Application Warranty Deed Recorded Notice of Commencement Tree Removal Letter Site Plan Construction Plan Engineering Equipment Specs DEP Permit—N/A Variance Approval Letter—N/A 1 COMPLIES WITH UL 2017! SMARTPO'OL" Conform* aux tests dr siosriti CSA 22.2 No. 20$ GATE, DOOR, WINDOW POUR PORTE, PORTLLON E i FENETRE tf rc-- ?44iar* or% 1$ Includes AQ Hardware for Mounting on Wooden and Metal Gates, 16,4 Saying Gass Doors & Windows! Comma teat le sei risiprrr 1.swifts sat pate de bass au de mita( ks partes r' /`` kJ' foolints aauissa tes ea Terre . ' 120 dB Siren! 1 Sirrne de 120 dB Meets or Exceeds Al State Barrier Alarm Codes! Respecte ov depasse tauter ks florets d'aiarnk de barriere Low Battery Warning! �q �` tl AYertisse+rrent de botterie farbk '#� . Automatic Reset! Reinitiaisation ovtaoatigae r t "01111111.0, ,1! I System:2"' Mod Media'' Filters — PLM Series r I 1 li.1it, 1 v' i ' V \, Ir.. Na,44/14 Easy to clean — just spray and go System Performance For Pools 1°- The Mod Media filter contains a one-piece up to(Gal.) Filter Area Flow Rate Model 8 Hr.Turnover (Sq.Ft.) (GPM) module that simply drops into an easily -- a, P13-1100 48.000 100 38.100 4 accessible tank. When cleaning is necessary,Just pLM125 60.000 125 47-125 sr remove the lid (no tools are necessary)and PLM 150 72.000 150 56.150 spray-nese the module while it is still in place.' P131175 72.000 175 66.150 It only takes minutes to thoroughly clean the PLM200 72400 200 75.150 filter and get back into service—fast. PLM300 72.000 300 113.150 ' 1:::310, Less maintenance.. . YES! 'Rased c-NSF recommended fav rate for ccawnercul at.375 GPM per square bot The balanced-flow tank design directs water Operably tea—Maxmt7s conte.e oa at,R pressure s 50 pta For poov,p, through both sides of the filter module i (oather) a .r.abof n'the max m m opaatr l water terrperatsre ve nn the tater is which increases dirt-loading without clogging. iiiaHold,ng more dirt means a longer time between cleanings. Available from: -Moa rrs used COn,nCt�n ww Ce.tan o�v p: swam may nequre soa ng n speoal clear„ng set a. .• 1 STA-RITE f.::,ire • •` = Simply Smarter. wwwstaricepool.com Phone:800-831-7133 pumps/filters/heaters/heat pumps/automation/ lighting/cleaners /sanitizers /water features I maintenance products A.Penta r trademarks and logos are owned by Pcntar or one of its y!'cbai arf;.Utes Sta-Rjtes,Systens3..System 2'.M Meda'and Posy-Rng`arc trademarks ardror rcgnicrcd tra.'err.a ks of Pent.-Ovate•Pool and Spa inc and/or:tt affiliated companies.n the tinted States and/or ether covntnes.Beca.ne we are continuously improving aar products and I.VVKCS.Penal.reserves de rgin to change spec deadens without pno-notice Perta r is an equal opporh,mty emp'oye•. 3/14 Part r P.-7.1, t020i4 Pe-tar Wa'er Poo and Spa Int k rales rescwe: System:2 Mod Media'" Filters — PLM Series ..d • by Sta-Rite Greater dirt-loading capacity reduces maintenance The Sys-tem:2 Mod Media filter is ideal for small inground • Rugged composite construction resists corrosion and aboveground pools. This filter is a compact adaptation and weathering. of Sys:em:3'technology from Sta-Rite.so it handles dirt • Compact design fits easily in tight installations and can loads up to 15 times greater than sand filters of equivalent be easily shielded from view. size.The result you capture more dirt between cleanings and minimize time on maintenance. • Balanced-flow tank design works in unison with the high capacity filter module to collect dirt over its entire surface—holds more dirt so you clean less often. • Less frequent ceaning also increases fitter module service life and lowers lifetime costs. 411111 00 , ---: Q Dyna-Pro° ,,.„. , Pool and Spa Pumps by Sta-Rite Ii. • - , • R _ 0 t ,�-- �A of Dr The quiet combination of efficiency, durability and power The pros prefer Sta-Rite pumps for their power.efficient • Prec.siornfrt internal components and a specialy designed performance and super-quet operat°on.The new Dyna-Pro sound-damperrng base make pump operation increctbly quiet pump is the latest member of this high-performance family.We've • Superior hydraulic design and optional energy-efficient motor packed everything we've teamed during two generations of deliver effortless performance,energy savings and extended innovation into the Dyna-Pro pump,to make it highly efficient easy pump lie. to maintain and incredbty reliable And since we introduced the • Heavy-duty construction and a motor rated for continuous first non-corrosive thermoplastic swimming pool pump.we know operation make the Dyra-Pro pump a tough.long-lasting performer somet^.ng about durability.The Dyna-Pro pump is constructed of • The high-capacity trap holds a large amount of debns,so you our durable thermoplastic composite resin,so you can oe sure dean less often. it will stand up to the harshest conditions. For long,dependable • The Cam and Ramp' Lid is easy to remove and locks in place service year after year,choose a Dyna-Pro pump. with a quarter turn,making inspection and cleaning a breeze. , .,.. . . r - D .. ,,. . _ yna-Pro' Pool and Spa Pumps ' 4 •.t.,,,,,-, • • � Cleaning is simple and quick i�1 � Carrs and Ramp Lid Is oli and on with a quarter-turn ^' 14111SService with a smile ' Quick-disconnect plumbing unions mean(aster t., , %t. /frt t, •41111111.11tdisassembly,so you save money on shorter 44- service calls ei,, f • I .... Extend time between cleanings s 6 ' ' ''' 6"extra-large capacity trap collects more ‘4,....:-.t debris,which means a lot Tess maintenance , -` Lower your utility bill ~ r + ; '1 Optional energy-efficient motor saves on electricity f Expertly engineered !:• " ; , Innovative hydraulic design moves more water with less effort,reducing operating cost: - We got it right on all counts Performance Curves The reputation Sta-Rite has for top-of-the-line equipment is unrivaled in Available in '4 to 2/,HP models. the pool industry. We got there by gaining the confidence of professional 1 25 eo builders.and ultimately by satisfying pool owners. Every pump feature has 70 GEST EFFICIENCY been engineered to answer the needs of today's savvy buyer---high 20 efficiency,low maintenance and reliability. Nobody does it better! 60 4`9 +CC^^ w 0 15 i SO ft Save money on energy costs .4" C o. %`.o Ilbilc Superior flow dynamics effortlessly move more water to help reduce z ,3 `0o c operating costs. Dyra-Pro pumps feature optional energy-efficient at • - - o E motors.which help lower electrical costs even more. •c , A 8 c C Cr'J 23 10 S� 6C 7a 60 90 ,ca rf0 120 130 r ) Less maintenance timeNI U.5.6suensperMnu4 Wnen cleaning is required.a simple quarter-turn of - the Cam and Ramp lid gives you easy access to the c L 5 u :0 25 w Cubic Hem per Hour ultra-sized strainer basket Simply empty the basket and KEY E. M�RA6EUMPEA6EUMPE6tx. re attach the see-through lid., you're done in seconds. A Mf�IL15Yra M?EA6YGL F. 1-1*ASFUMPFA6FUMPRAGYFUMPE6EL C. MP€AASYGL G. M°fiA6GUM?EA6GUMPEA6YGUMPF6fl Durable and rugged for long life 0 MPRi,6oUMPE.ASOuMPEaCl f1 r•PEAA6GUM?EAA6YGUM?E6Gt Only the best materials are used to build lasting quality into each pump. On the outside.Sta-Rtes durable thermoplastic composite resin weathers Available from: temperature extremes and will never corrode.On the inside.a heavy-duty shaft seal and Impelle stand tough against harsh chemicals. STA-RITE . Simply Smarter. iy www.sgritepool.com Phone:800-831-7133 pumps /filters / heaters / heat pumps / automation / lighting / cleaners / sanitizers / water features / maintenance products Al Pc,.i-Viocrirwxs and ova u-win! Pert.,or o e ci as gbpJ a'tLate:StaRte.Urn+Pns+.re C hn,and R.mv"An v,Oe ur".s a-4or rt— ee bad,"'.A.s of Pemlrwee•fbc araC Spa b-<rdio-2s er-sead corrpv.es n _,c 1.ncd Sates rev ctt.n cox_^n Peca..:a vre re co,traopoPy Imprvrwg av products r+J P rtar,cw'e+Ve.rt t.v.rge :earn w_rout pncr noise.Pin..n n MAI opporwMi cenpga. 7,14 Part a P1422 0 @ NSF.-50 02014 Pert.✓prow Pool and Spa Int A•,nr t.ue.se,ed 6/a2i)16 J ' t' (:'\\r) I9{ C4\(-A ranicube(2471E03229) i "'t\ ° S �yp, ftiS ... g B -� a\ •m _y.' 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'A .4' w n?' ` sli -.r• �) �L4, qac,' ,N `'i'44• ,]'':....., t . / ' I , ' ' `\.: I`' .-r 'f ! 1. f -` '� ` r 41 ,, :ISR ?� ,�� f1. .Q•,, t14 t,,,,*„),,,,Yw �ia'� ,kli'l\ 21 ' Y,'� a yy •,. ,,, ,,,,,,......„ 4 „ ,., ,„, X .. _ _ r _J.,;.„„,.,,, - . ‘: 1 7Zy.J`Y" iii,i \\ �7,0 i\.a\.ht a. 1 51 ,kp t„ i�f*� +f � l 1 1 l+. �� .r v 3�1.� .yio l`y \ b �;„ ^ r ,r. l..r- c T_! _ 44 .`• T 1 fyF”" a !` . < i .-, ...k t 4; \ \ lulu 'C``, y 4,. ., ,AWL.SL4fa.�j,.0 n, , . . ,,,r` „r "1,14 41 t ..,o..,\.�,....,.. ., .c. \ .. _ .. d.\*....-'-1 `-- �'�.a.”' of 4i..,.-1�.'`u;. �i5"..c `'v`.'0.\'"yr g', 1't'=,:.. T. _..w._...t., WARNING: The suction fitting and fasteners should be inspected for damac missing, shut the system down immediately. Missing, broken, or cracked Su( loose, or missing covers may result in serious injury or death. WARNING: Never exceed the maximum allowable flow rate stated on the su suction outlet(s) serving that system MUST have a flow rating capable of the CAUTION: Children should never be left unattended at any time in a swimn manufacturer's recommendations. The maximum flow rating for this suction fitting with 1.5" plumbing is 118 G plumbing is 118 GPM (Wall) and 150 GPM (Floor). This suction fitting is designed for installation on side wall or floor of hot tubs or pools in conjunc tion with at least one other suction fitting per pump. DO NOT adapt suctioi fitting to any pipe size smaller than ASTM 1.5" SCH 40 PVC. Field built sums should be constructed per ANSI/APSP-16 Figure 2 (see below) found on pac 5 of the Standard. Contact your local pool and spa professional for all winterizing instructions and recommendations. Open area of cover is 14.57 Tools Needed: Phillips Head Screwdriver INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ANSI/APSP-16 Fiaure 2 (see below) tittps1Riostmoodlandcaptakorg:2096/cpsess485766944N3rdparty/roundaiben task=mail& actiorFget& mbox=lNBOX& ui&1788Lpert=38, frame=l&_mftwi... in 619/2016 roux cube(2479x3229) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. 1811111111111111111111111•111•111111111111111 1111111111111.11111111111111111.11111118.11111 1.6 D min. D min. 1.5 D min. D min. I mei: O i D _.�._. O min. , • MN __ ! D min. A B ililUlir111131alIIIISUIUUIIIIlrUI USIUSIlIISISSU,uu,UiIII.UIl,,$• D min. I D min. D min 1.5 D min. 1.6 O min. C D GENERAL.NOTES: (R) 0 -Inside diameter of pipe. (b) All dimensions shown are minimums. (c) A broken tine L_, indicates suggested sump configuration. INSTALLATION NOTES: 1. Mount suction outlets on the wall or floor. DO NOT locate suction outlet: seating areas or on backrests for seating areas. 2. Always use multiple suction outlets. DO NOT use with single drain applic Use with single drain applications will void any and all warranties. 3. When using two or more suction fittings on a common suction line, suctic planes (i.e. one on floor and one on the wall). 4. To reduce the risk of drowning from hair and body entrapment, install suc your system by at least 25%. Increasing size of the pump may.increase flow 5. CMP drain covers are only certified for use with CMP sumps and frames. A III hdpsitestwoodlandcaptal.org2096+cpsess485766944013rdparty/rauidaibe t task=maifb ectiorfiget& mbox=lNBOX8, u&1788 3& frame=l& extwl... 2/3 6/9/1016 roundcube(2479x3229) Hair or body parts blocking the spa or pool suctions may becc minimum of 12 inches from all suction fittings and drains at all other severe injury. Never sit on or lean up against suction fitti 0713sb CUSTOM MOLDED PRODUCTS MipslMostwoodlandcapital.org:2096/ dparty/rauidauter/jask=mail& actiorFget& mbax=INBOX& uid=176&_part=3& frame=18, extwi... 3/3 CERTIFICATE OF COMPLIANCE O VGB u� �. 2008 • The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia Graeme Baker Pool and Safety Act(VGB-2008)and safety regulations set forth by the CPSC. These products are manufactured by Custom Molded Products, Inc. in Shanghai. China and certified by Underwriters laboratories.Inc,at 2929 E.Imperial Highway,Suite 100,Brea.CA 92821 (ph: 714-223-3600) or IAPMO R&T Lab at 5001 E. Philadelphia Street, Ontario, CA 91761 (ph:909-472-4100). A copy of the test results may be found at wssw ul corn or www.pld.iapmo.org. 125700.2XX(UL) 25513-SXX(IAPMO) 25519.0XX(IAPMO) 25101•XXX(UL&IAPMO) 25513.6XX(IAPMO) 25531-0XX(IAPMO) 25207.7XX IIAPMO) 25513.7XX(IAPMO) 25537.OXX(IAPMO) 25207-8XX(IAPMO) 25513-8XX(IAPMO) 25539-OXX(IAPMO) 2521S-OxX(UL) 25514.0XX(IAPMO) 25539.1XX(IAPMO) 25506-32X-XXX(IAPMO) 25515.OXX(IAPMO) 25539-SXX(IAPMO) 25507-0XX-010(IAPMO) 25515-5XX(IAPMO) 25539-6XX(IAPMO} 25507.1XX-010(IAPMO) 25515.7XX(IAPMO) 25539-7XX(IAPMO) 25509.09XL(IAPMO) 25516.0XX IIAPMO) 25539.7XX 011(IAPMO) 25508.12X1(IAPMO) 25516-25X(IAPMO) 25539.8XX(IAPMO) 25508.18XL(IAPMO) 25516.26X(IAPMO) 25548-OOX(IAPMO) 25513-0XX(IAPMO) 25516.3XX(IAPMO) 25548-SXX(IAPMO) 25513.1XX(IAPMO) 25516.4XX(IAPMO) 25548.70X(IAPMO) 25513-25X(IAPMO) 25516-SXX(IAPMO) 25513-26X(IAPMO) 25516.7XX(IAPMO) 25513-3XX MEMO) 25517.5XX(IAPMO) L25513.4XX(IAPMD 25517-7XX(IAPMO) DATE OF MANUFACTURE 8119 120 i5 KC.-MP OD,. CUSTOM MOLDED PRODUCTS 136 HERRING ROAD,NEWNAN,GA 30265 WWW.0-M-P.COM • • •l `Pe t • y,. CITY OF ATLANTIC BEACH , el DEPARTMENT OF PUBLIC WORKS ..,e)s, 1200 Sandpiper Lane Aiiiii a �.• I� f f Atlantic Beach,FL 32233-4318 4 c) TELEPHONE:(904)247-5834 !;) 4 FAX:(904)247-5843 www.coab.us i r /0 CONTRACTOR: DATE: 6-27-16 Sunshine Pool Services of North Florida PERMIT# 16-POOL-1446 4191 San Juan Avenue ADDRESS: 338 4th Street Jacksonville,FL 32210 Atlantic Beach,FL 32233 Email: brent@ss-pools.com PERMIT APPLICATION FOR ING' •UND 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 or•er 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) V**Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. V4*Provide drainage plans showing site topography(flow arrows,etc). y'**Provide erosion and sediment control plans with installation details. V**Provide impervious surface calculations for entire lot (existing and post construction). V**Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF yr more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). V**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 of Approval) **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 /"lfrik/ea V2 "'/ i + . Perrone, Jennifer C. To: brent@ss-pools.com Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 338 4th Street Attachments: Plan Review Comments 16-POOL-1446.pdf Permit application #16-POOL-1446 for 338 4th Street 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 1,.(.0 -Pool_ 144 , 4 (-- SITE PLAN LOT 13 BLOCK 5 AS SHOWN ON PLAT OF SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN FIAT BOOK 5, PAGE 89 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 0 DENOTES SET 5/8'REBAR P - DENOTES FIBERGLASS UCHT POLE 30 D is 30 BTS LB 6991 @ DENOTES END 1/2' I.P. B - DENOTES WATERMETER I NO D. EOP - DENOTES EDGE OF PAVEMENT UNLESS OTHERVASE NOTED EODW- DENOTES EDGE OF DRIVEWAY f�A ( IN FEET ) IE- DENOTES CABLE RISER ri DENOTES CONCRETE :1 n 1 inch = 30 ft ® DENOTES PROPOSED PAVERS a 4TH STREET -Q----- - (40' R/W) __ -- - 6 r 20.50' �' 1 19. 3oo.00(C 1 -- ``� I 20.51 00 I 08.23'00'E 10o.fW(C QQ I , I .I. NO I.O. 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LIE..m nE 00 0.1)1510 Or SALP S 1x N 7.71, 1Od.E 001160 FI f1R ALSO ALK SW& 11 M G0111 Lr4 Or SID x 1101 . ' LS notE CAST:PRT T 0.o A IK 1606010.TO M C 6011 Y Ira r sA40 101112 • IIOCE011M Se FORYD,O A 4K SM•LL.roTtc 11,112.0 VAC a SAO 10113 TOA '• ;t.:'.-r 0.41E nee N 10.111311.5 IS[0•LD LOT Ix 00111 GST 107IRT TO M MIT Of 1 2100. :aso 7.55' ,, i 'MPERVIOUS COVERAGE _. --•:. . I U7 L' �- IVGYDUS 50 FL t�0 O .•LOT 15 1 O b.*..* 1 RG /a^ tau¢ 1 I 1.110.27 So FL AYc AADS 5 MOOS a 30.r0. (D ACIOrn 1 l XAM 5 Wens.07I 37807 14 rt. 1100 (Q r cOKTAm POI o 0172 s•n n i"0 7,9'71 Sq.n. _ �+ MESIO 0770 COOS k Ft. 0773 v •' / EXCEPTION LOT 9 LEAD 01001 So.s0.FL 1 LOT S.FL 0 , SOON ISOT K B1A1:1(6 1 � TOTAL - I 1927.x1 S.771 7.371 so.n Es �- O.R.VOL.3020. 6•.000 SA, 6.OgfA FENCE r • FENCE COMER ___-- i'.11.441. .+.1.00 , i, flU S j = ...... • :.�-�;' 0.1 cowed �+ f , L2 Drs P Lis as FND 1/y LP. 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GRAPHIC SCALE 0 DENOTES SET 5/8' REBAR �G- DENOTES FIBERGLASS UGHT POLE BTS LB 6991 0 t5 J ®DENOTES FND 1/2'1.P. 8 - DENOTES WATERMETER NO I.O. EOP- DENOTES EDGE OF PAVEMENT y UNLESS OTHERWISE NOTED 500W- DENOTES EDGE OF DRIVEWAY .,11f. IN FEkT ) ®- DENOTES CABLE RISER DENOTES CONCRETE '� o 1 inch = 30 (t ® DENOTES PROPOSED PAVERS i � 4TH STREET_ _ e (40' RP!) �-•� -------- � C7 I ------ 1. I 20.51' 20.50' (IT F10 t/•'I.P. X84'21'00'( 300.00'C I IRO ' yt� NO LD. N64Z3�OO'E - 2000' sCulP0RI1f 1 0031 IR R INC Ir/ ..t. 3(5. Ls. /110 n�:�:T r - \,.••• BLOCK S .411-' . .► 5 7.55' • ' •2+.S S ► FT710E 001100. lA LOT 13 IL002 S.*1.00120 COT.0142902 A.AS 10001100 00.uT 1001 1 PAR n.r w- I Z Z 10 (1! TK COMM MILK 10000E w OrvAI CONie.ROM,ORVT MAT POMO MORN= (11 III $ tJ AS 10OCe5:RM AT M 3004200)Wag O M LOT 11 ROCS S.ATIMTC SCA04. • YYY• 011901 A.AS RCCOMO M PUT SOW 5.PAGE M.Or M*POW ROM MEOWS Or f OVAL 000115.,110100*111011 OM 22 1101 TNoICC NORTH PMALLLL o 102:(0111 ? A. 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M 102010400 1117020 t0 on.8000 ms.Y AS 501CRO On M ROOS 421004200 PAR NM(T111.,•)_401140.1.1 KAM A 120071.PAM.42.1301 09001.0010.SMAC 3.2013.M FLOW 2016 Sm.14 T919LD OM WY AK SCALD OF MICA.71421.NAPS AO A10 FOR 00SNEWa 0ORM.M FARA.91RVATO,MO CONATOIS R 1195 9NNEY AIC SAO 111101 DATES IS 10 60 440*0•10 M DAR Of 114]02401.NO0 NAT HAW•EN 903000))1042909 ACI)1105 OATS TOT WILL 900130E 5Ao LINE TABLE 01004011.MOORS 9000 M YAM TO M COu1W1fS FLON PLANE 4AN2C001041 N009T00,000221000 O)0.0 014 OTT O ATAYTK MAof. 1 6000 NOB 1D1700:0'0001 AN U90 1 NA10 150(1. UK 010011 MO. A 40 OCOgO110)0)0010440 R*150)0 010 9/24042013,01004 MM TAC 910044 420E LOCATED 0601 M 300PC O 5.6 9RWT. 0.4000%xormars ANO/)AAT eA1TTR MO91A101 AO=TO 104 N*0 ANO/00 9017 6 MOO=00 a NOT 54100010 10 M 9000 9ANC601. 11(0) 50422100'( SON G.110 442 S 0010100 TOR MOM ATA NAL O 1T-SO'R 9N0450.5(5100 R MOOS 001C1ED AS 6101010 0010 M WRONG KS1R C111 IM15 MIT M RAN 1NVENCO r NOT OKLOSCD. 1111011 X0925.270 5000 1. 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PREPARED FOR:SH DESIGN, LLC CERTIFIED To:SH DESIGN, LLC r-L_._.. �E� BARTRAM TRAIL SURVEYING. INC. �� "" LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS:..: I. I'� 1601 COUNTY ROAD 315 SUITE NO. 106 (904)284-2224 tip•. 11 GREEN COVE SPRINGS, FL 32043 FAX(904)284-2256 CERTIFICATE OF AUTHORIZATION LB/6991 : ��•Ii�_ COPYRIGHT 0 2016 -X0..3. �' NOTATION: 4110.4.FL000 SOLE �_ r.,.. 'I HOW(LFRTFY,tial(011 P y 9r09024 7 7191.5«1s 119 survey 71.1200 NON mode.:toot ONn2Ot of abstract or 31/CLLYATI: E OVA) the results of 0 T91d now),0043 under my respectable Myr)of(1111 RO wln1we the und0015720 Rd Bo•Vom '..._ *mike d conp0Ns'.IUM the latest Staneords of Trea Surveying make no CwTTcatbns reg0dhg Information PAR'NO^ 120077 04094 6/3/13 `42371 _�+f a .. Procea for Sums*os Surveys*. Ey U3.0100 State 9h5.,or net No.T h....0..00.0,l0 9ownwls,6*,,, nn '.3: u.,T�'5 � Bawd al 0.:110lena 5uMpt d Mappers.01apter of 0es0ments.Rlo te-l-roy,setback linos,004ossnoss.o 10/pc .,,.- w= 5J-17,.ob)Pyreuonl to•«eon 472027,ilarila Bo0ndoly Lee Souls;07r99monts.r 2 o.b.ona. olnw 1002/15-16 1002/16-39 ((f pp�� letup,wN0)ret to R nolo3 ond notatins sha.n nrew. Nm(w molten own may ow.,H we MSV«L w sewon. 1� FEBRUARY.0400141,2016 N/A TNN 011425.N Wowed end cwUMd Tw we nd41he Nn of 2/6/16 �1'�70' +Cr - �_` 6(100 MORN CRIPtLTEO SAP OWONALLY 9dm the Won eternal Swoon and the My moo d cert of 023 CN,71171 0202«i ws not 27,00wIthout121)me 42400)02 end 0001(01 NO.: R(N91: G.,�.w Al.NNIpFd rolled 3942 el a Gonda Seemed urvoyor vel 1299-16-001 RAYMOND PAUL SUTHERl.ANO.P.S.M. map..., STATE OF FLORIDA LICENSE NUMBER LS 6477 RATA Br.us oo* 320 N® 14EEi t a 1 I Co- Pooc.. - 144E-C, tom TOPOGRAPHIC SURVEY LOT 13 BLOCK 5 AS SHOWN SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FL. ;GRAPHIC SCALE ®DENOTES FND 1/2'I.P. P- DENOTES FIBERGLASS UGHT POLE 30 o L3 30 NO I.D. UNLESS OTHERMASE NOTED1,iirlieil .0. B - DENOTES WATERMETER I DENOTES BENCHMARK EDP - DENOTES EDGE OF PAVEMENT 1 oninsurd: C4 ELEVATION AS NOTED WOW- DENOTES EDGE OF DRIVEWAY [an ( � FEET ) X 0.00- DENOTES EXISTING HARD ELEVATION ri DENOTES CONCRETE CO X 0.0- DENOTES EXISTING SOFT ELEVATION 1 inch 30 ft. -0- - DENOTES CONTOUR ELEVATION ® - DENOTES CABLE RISER 4Th STREET no SAL pa a �' „D'NAN..OTO in 23 in" T • CI �, [Is IND 1/a'LP. NM-23400'E - 300.00'(0) o1 I 20.00' + W. NN' '0O'E 23ms 4r L1 - RA lAE7 L3m RN Kant 0 ti LOQ 15/17 815 l8 6991 • IV to10� •,S E R, •s. OclAme j \y A +� (NT LOT L.I. 0E 401 ALAPTC ODD.DION A AS RLCORCCD A COOL OL 1 PAM DA OF Z Z NC C DLOLT PPM 510001 O 0WM153M µCAM.RONK CAT THAT 003.11(1 3[345!1 W AS 50.100 DM AT M SOUIKAST CODDt O M LOT 13.KOSS 5.A1LA110 MACH. 0 PIAT W �I 013901 A 13 AMA= OR 1 PAM el O M CW011 PLDU3 mans co 121 V 6 I r 0 CM CORM 13003.NOM RST 32 FUT:111DICC Ne1N 7802114 m TK 031mLY N O DIC O LOT 11 WOOL 5.ATLANTICS.bl 01ryp1 A A 05113.333 Or w MCP 9333 (VACANT) GST i=1.31 m M VSipIY DC v 01 D.■AOR 1 3.43.3113 WA=03933 A(WIC N 0 10 7.37 � m M�Cr OCCPSLAIL OF LINC 1'DM 1 ANAOnc flu=OPA9aR 33.ND2M!ARP w MO f f 3.o �vl= j F 9DiCT TO 70DLMO01 G20.001004019 1.0a000.5 R WOOL 1030 A ro ws9ps Mf=90 A9 03D00Ct AT M fO01.AST 3(30 O 0T 11 DOOR 1 ALA 1MaC SCA.. 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'O Lt 3X310) 042'31.170 2Lw ._ 12 02'S 5/6'90040 13(7)' 05c2sWt WW ,.111 °n BTS ID 6991 U(4) 36177175 .496 No 1/2'I.P. L49) 53323'0'0 Saw 1/O I.D. 32(1) se.w'sT^9 szw 1.0.z5' LOT 12 I L0T 10 13(0)01)7 =sire 0.30 LOT 16 BLOCK• 14 W. BWOK 5 BUCK 5 u(cXO)i sarisw*. 211 BLOCK 6 5 (pPROYED) 1O(cX1)I slas'la'C w.e3 (IMPROVED) gig/ROVED) L.6[ARMOS DR NSD 01 IK SOUNDLY 0011-0C-►1r LAC Cr AIN SIRED 23 MMO W02727E ttl). 2.WC DIOS MC.PERM u AMD M1000 2311'7'AS°p1C101 03 M 01.033 1(9.(3.111 RAY[9.V(PILSA)C(YM1V,ANDER 05C0n.PMO.MADEt DOAK OATU.JURE 3.207.NC 1300 x01[1 9X141 CM T6 VAMP AR[ (ALO 1011 of M mid.CODA CDS AW 311 rpt NOMAD ONLY.M 1.LR R 7/304133 00 00350,A1106 ON IMS SLOW(AFC WAXOCT FOR PAILS 10 mW A701300 DC 0.11 O NAS VAMP.N4AC PAY,UM AM eMi R(NtW ARID>000D i,�01 4.1ROOM=SAE MOIYAT,O,L 3333.13 9CfD t LUM TO M W WA/K9 ROW FLAK 1ulAMAD1i LV09Tdr.01013333311 Or ND1C AMAX 010 p ATL.wM SUOL L110e0.0uDR11 OMER 11.DM!DOW OW LOCAT[D NCO M SCOM OF TMS 90501. 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Boundary Unto asWiw.07 VP.3 in n1l 43.ms. .0 0' /36-39 imp. /� •m9v motl•n(MCI,007 oaDear. .0 059404 of sear[:n. 1002/15-16 1072 /7 11`3.`1`/M / 16 mN 90957 Y Amorist and urt)0.4 for the erWSM ass Of °Mt 2/1/16 ` _�J(\1(jl` Lr SIGNED De client names 11.nm and the urw7 007 al0 ream or l"lE 1''3°' - N.origins Lro Dol ea net ADM without01 d N9nelwe nM studio'N0, I NMgO.: Ana 9011 original robed Dep o/°rialido r<anx0 RwvarDr ono 5299-16-001 A C LS 6477 mapper. 00 LAS 021=0 BY.WS , SMEET 1 OF_Ll_ • c ✓ OA Qi,‘in P_ 100 IS 1 9644/pc/be f - _ Adiel “.-1V )( off 6y, 6'1 X .3V 37. 67 x IJ. 1? floe 1,1161Xi8- 3rf 141-0 ,k if67 47- fief ��o•, P�6� . l3.33 k 7-�' ill 1 al f" txr v -orf 3 gf L C /la P-1 $(1 his; 0Z/ K /6 1,12141 r Zia 1--- iez —4 ii71 Jr4 2961 ,-(44444 94- 444 Z4'•Y /41i ,pi , ram27, 7 ,S .„ Comp. By: SRW Date: 7/21/2016 J v ~"JJ3,ir Public Works Department City of Atlantic Beach Permit No: 16-Pool-1446 Address: 338 4th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 0 Runoff Coefficient Area Lot Area i Description (ft2) (ft2) "C" Wtd "C" Impervious 2,624 7,500 1.00 0.35 Pervious 4,876 7,500 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 7,500 x 9.3 / 12 V= 2,789 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 3.292 7,500 1.00 0.44 %ISA = 43.9% Pervious 4,208 7,500 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 7,500 x 9.3 / 12 V= 3,204 ft3 Required Storage Volume I DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,204 2,789 DV= 414 ft3 mi Retention 4th Street 338 7/21/2016 Comp. By: SRW Date: 7/21/2016 0/119'r. Public Public Works Department City of Atlantic Beach Permit No: 16-Pool-1446 Address: 338 4th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 8.0 130 0 BOTTOM 37 X 3.5 8.6 215 104 TOB 39 X 5.5 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 215.0 d=depth to ESHWT= 5.0 pf=pore factor= 0.3 Inground Storage= 322.5 ft3 Required Treatment Volume= 414 ft3 Supplied Treatment Volume= 426 ft3 I I Retention 4th Street 338 7/21/2016 4-, Comp. By: Brian Messina Date: 7/14/16 Public Works Department City of Atlantic Beach Permit No: 16-pool-1446 Address:338 4th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,371 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 2,627 7,371 1.00 0.36 Pervious 4,744 7,371 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 7,371 x 9.3 I 12 V= 2,771 ft3 Post4evelopment Runoff Volume: Loi Area(A) = 7,371 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 3,292 7,371 1.00 0.45 %ISA= 44.7% Pervious 4,079 7,371 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 7,371 x 9.3 1 12 V= 3,184 ft' Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,184 - 2,771 DV= 412 ft3 Retention 1-120 retention Smith.xlsx 7/14/16 t.,) Comp. By: Brian Messina P1/4 ,,v , U r, Date: 7/14/16 ......, i i Public Works Department City of Atlantic Beach Permit No: 16-pool-1446 Address: 338 4th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft') 8.0 133 0 BOTTOM size 37 x 3.5 8.6 215 104 TOB size 39 x 5.5 Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) ' 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A'd'pf A=Area= 215.0 d=depth to ESHWT= 5.0 pf=pore factor= 0.3 Inground Storage= 322.5 ft3 Required Treatment Volume= 412 ft3 Supplied Treatment Volume= 427 ft3 I i 0 Retention H2O retention Smith.xlsx 7/14/16 /9/ef6d;7 .rositeNtoar—A14--- � fio�f4 Vis/ /*tk ra. x ✓' = aha - — --_ _ ---- r 3,12,2_ t I( 6 vy,3 ( ,ce . _ _ _ . _L. _ b _aY /b /# `,�. "° Comp. By: SRW . y� Date: 6/24/2016 -;_ iii ti~ Public Works Department City of Atlantic Beach Permit No: 16-Pool-1446 Address: 338 4th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Z Description (ft) (ft ) "C" Wtd "C" Impervious 2,624 7,500 1.00 0.35 Pervious 4,876 7,500 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume 12 V= 0.48 x 7,500 x 9.3 / V= 2,789 ft3 0 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ftZ) "C" Wtd "C" Impervious 3,322 7,500 1.00 0.44 %ISA = 44.3% Pervious 4,178 7,500 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume12 V= 0.55 x 7,500 x 9.3 / V= 3,222 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,222 - 2,789 DV= 433 ft3 Retention MASTER WATER RETENTION 6/24/2016 �;: ;„ Comp. By: SRW Date: 6/24/2016 , 1:C-tor jii9; Public Works Department City of Atlantic Beach Permit No: 16-Pool-1446 Address: 338 4th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 0.0 d=depth to ESHWT= 5.0 pf= pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 433 ft3 Supplied Treatment Volume= 0 ft3 Retention MASTER WATER RETENTION 6/24/2016 o .? s)'‘ \ c 4 4 ti) Ai � ' IE (NIN rr NI ^� °C) 0111:___ J . o �' N v-- \.. 2 ' '_ N C) M N) Cr. o SITE PLAN LOT 13 BLOCK 5 AS SHOWN ON PLAT OF SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 30 GRAPHIC SCALE 0 DENOTES SET 5/8" REBATE ISG - DENOTES FIBERGLASS LIGHT POLE 0 15 30 BTS LB 6991 OO DENOTES FND 1/2" I.P. - DENOTES WATERMETER NO I.D. EOP - DENOTES EDGE OF PAVEMENT UNLESS OTHERWISE NOTED EODW - DENOTES EDGE OF DRIVEWAY till OO - DENOTES CABLE RISER a ( IN FEET ) 'r; .- DENOTES CONCRETE n 1 inch = 30 ft. DENOTES PROPOSED PAVERS a 4TH STREET _ _ (40' R/W) _ � cil -� �� - tri (� ----�- - I �� _(j, 20.51' 20.50' ar RAD 1/4'I.P. N84.23'00"E 300.00'x) 0 L , '; N84'23'OO�E I 20.00' -•... SOUTHERLY 13 •T' R/yI UNE •16A0':'. illi---- CORNER • `' LOT 15/17 -0, ,,;,y' U 3310CK 5 . 20' I m E"' •J .• . L ,•..:.' ' B.0. 44 ' WOOD 7.55' 21.34' _ P. FENCE EXEMPTION o -IFF T r N E LOT 13 SOC 5 A UNTO BEACH TIAL A AS RF.CORDFD IN RAT 800(S,PAGE 89,OF (R^2 \ Z Z J THE CURRENT PSC RECORDS O OST C01111T7.FLORIDA,EIS,BL THAT PORTON DESCRIBED U2 • E/'• , -4- •t" AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF TE LOT 13.BLOC(5,ATLANTIC BEACH, >, OVISOH A.AS RECORDED IN PLAT BOX 5,PAGE 69.OF TME CURRENT PUBLIC RECORDS OF J '.� DUVAL COUNTY,FLORIDA: THENCE WEST 2.2 FEET:THENCE NORTH PARALLEL TO THE EASTERLY 7 r 0 UNE Cr LOT 13,BLOCK 1 ATLANTIC BEACH,DIVISION A,A DISTANCE OF 60 FEET;THENCE 7�Bs""' - 7.78' EAST 22,FEET TO THE EASTERLY LRE OF LOT 13.BLOCK 5,ATLANTIC BEACH 551901 A(BENG N ' Ij V 11 T ' f'1 THE WESTERLY UNE OF LOT 11,BLOCK 5,AT RITC BEACH DIVISOR A),THENCE SOUTH 60 FEET t 'p.Z 0. ..H TO THE PONT OF BEGINNING. C p 'bi .18 • Y, X .-:co SUBJECT TO PERMANENT EASOENT GRANTED UNTO DORIS R BREMER,HER HORS A NO ASSRNS ate, o iiitlJJJ .l' L-�C-1 DESCRIBED AS:COMMENCE AT THE SOUTHEAST COKER OF LOT 13,BLOCK S.ATL.A NTIC BEACH, I O,� 05151011 A.AS RECORDED IN PLAT BOCK 5,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF >' g' WC700 p�r DUVAL COUNTY.FLORIDA; THENCE A DISTANCE OF 2.2 FEET WEST ALONG THE SOUTHEREY UNE �' M v FENCE < OF SND LOT 1J:THENCE NORTH 20 FEET ALONG A UNE PARALLEL TO THE EASTERN Y UNE OF `p O S [+l N,+ SAID LOT 13, THENCE WEST 10 FEET ALONG A LNE PARALLEL TO THE SOUTHERLY UNE OF SAID WO%r /2,00t"- d LOT I3;THENCE NORTH 15 FEET ALONG A LINE PARALLEL TO THE EASTERLY LINE OF SAID LOT I 1■ '1.'71' ,� 1JF TIERCE EAST 6 FEET ALONG A UNE PARALLEL TO TIE SOUTHERLY UNE OF SAID LOT 13; i • 71' THENCE NORTH 25 FEET ALONG A UNE PARALLEL TO THE EASTERLY LINE OF SAO LOT 13; 13.67• ' L6 THENCE EAST 2 FEET ALONG A UNE PARALLEL TO THE SOUTHERLY UNE CF SAID LOT II �9 THENCE SOUTH 60 FEET ALONG A UNE PARALLEL TO THE EASTERLY LINE OF SAID LOT 13 TO A 21.00' a ;,p,l ,,) O.s'W PONT I'1 THE SOUTHERLY UNE OF SAO LOT 13;THENCE EAST 22 FEET TO THE POINT OF V 91 7.55 _. PUL:ORa5o• . 2' IMPERVIOUS COVERAGE IMPERVIOUS SO Ft. (JI .._.. . • * i 0 . f 8(6$CfA HOUSE 1.960.27 Sq.Ft. c0 '0 BLACK 5 m 0 9 �'60 A/C PADS&STOOPS t6 Sq.Ft. LO 0 I I -.3 0 "'I I DRIVEWAY 32607 Sq.Ft - LH O v.,l (VACANT) 8 COVERED PORCH 10172 Sq.FL C, 7,371 Sq. LOT -COVFAED wHN-" 409.20 sq.IL .i V I EXCEPTIO i '2, 9 LEAD WALK 90.90 Sq.Ft. LOT Sq.FL B K r I- 1: T �3020.PG. 134 awa: TOTAL 2,927.24 Sq.Ft.I 7.371 Sq.Ft 40% g• WOOD zo'B a.L. g• W000 FENCE ! FENCE CORNER t.6'N 6' CHICKEN 4' CHICKEN I LOT 9/11 j. MARE BLOCK 5 �- 0.1'S O.rS 0.6•E ��- c"� L4 rf ►' -- ,,4 1.t•N OSS O.YS ALS T/2. I.P. NO 1.0. LOT 10 BUILDING COVERAGE S=0.25' LOT 12 BLOCK 5 'CONNAED Sq.Ft LOT Sq.Ft ■ LOT 14 w-0.03' Blpcx 5 I 2.490 Sq.Ft. 7,371 Sq,Ft 341E LOT 16 BLOCK 5 I (IMPROVED) BLACK 5 I (IMPROVED) (IMPROVED) F.FYERAI MOTTO I.BEARINGS ARE BASED ON THE SOUTHERLY RIGHT-OF-WAY UNE OF 4TH STREET AS BEING N84Z727T=(L7). 2.THE LANDS 940901 HEREON LIE WITIN FLOOD ZONE X AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0409H.DATED,JUNE 3,2013.THE FL000 ZONES SHOWN ON THIS SURVEY ARE SCALED INT OF THE FE.M.A.FIRM.MAPS AND ARE FOR REFERENCE ONLY.THE FARM.INFORMATION NRI DELINEATIONS ON RIMS SURVEY ARE VALD ONLY FOR DATES UP TO AND NC.UDING THE DATE OF THIS SURVEY.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID LINE TABLE 1 INFORMATION.NOUIRIE5 SHOULD BE MATE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBLIC SORES,OTT OF ATLANTIC BEACH. 3 ROOD MAPS REFERENCED HEREON ARE BASED ON NAV)1968. UNE DIRECTION LENGTH 4.NO UNDERGROUND FOUNDATIONS OR UTUTIES A NO IMPROVEMENTS.OTHER THAN THOSE S HONK WERE LOCATED UNDER THE SCOPE OF TMS SURVEY. 5,ADDITONS,DELETIONS AVO/CR ANY MITTEN NFORMATO/ADDED TO 1165 MAP AND/CR REPORT IS PRORIBITED AND IS NOT AUTHORIZED BY THE SCA NG SURVEYOR L1(P) N6413'00"E 50.00 6.THIS MAP IS WENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMNLER.6 ENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION L1I1T5 MUST REMAIN 11(C)(Y) N641717'E 50.09 UNCOVERED&NOT ENCASED, 7,UPLAO BEATERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. B.DIMENSIONS ARE IN FEET AND DECMAL PARTS THEREOF. 12(P) $6423'00'0 50.00 B.THIS SITE PLAN IS ONLY FOR THE LAN05 AS DESCRIBED.IT IS NOT A CERTIFICATE OF TT.E,ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES 10.THIS STE PIAN WAS NOT WENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS.SEOUFE HABITATS OR JURISDICTIONAL LINES Cr ANY FEDERAL, 1.2(CX1) 564'3t'S7'0 4603 STATE.REGIONAL OR LOCAL AGENCY.ROARS.AND COMMSHON OR OTHER ENTITY AND ANY LIABILITY RESULTNG THEREFROM IS NOT THE RESPONSIBILITY OF THE UNOERSGNED. II.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL.MITI PLAT VALUES. L3(P) N6413'00'E 50.00 12.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CIENT. 13.BUILDING AND IMPROVEMENTS.IF ANY.AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TES ARE SHOW TO ME FONOAnON. L3(M) N6417'27TE 49.99 14.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 15.OHS IS NOT A BOUNDARY SURVEY. L ) S847.3,QO.W 50.00 IT FUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON TIE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR mammas REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE 15 A MAX AAI 2%SLOPE CN ALL SIDEWALKS.ALL L4(14) S6411.57T71 52.02 SIDEWALK AND F7AIWCR%SHALL AT A IMAM.MEET CURRENT DUVAL COUNTY AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE MAN 2%THE PORTON OF THE SDEWAL(1111101 TRANSVERSES THROUGH THE APRON E DRIVEWAY SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE NAT UTUTES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED MINN15(GXMI 5518'171£ 90.30 TH THE SIDEWALK. 17.DRAINAGE STRUCTURES DEPICTED MAY VARY N SZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS l8(Cx1/) 6131113•30.0 2.21 16 A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A CRANAGE EASEMENT DUE TO DRAINAGE PURPOSES. L7(C)(M) $553,I0'E 5983 19.BOUNDARY SURVEY BEING SHOWN AS PER SURVEY PERFORMED BY BARMAN TRAIL SURVETNG,INC..JOB 0299-16-001.DATED FEBRUARY 1.2016. PREPARED FOR:SH DESIGN, LLC CERTIFIED TO:SH DESIGN, LLC ;_ M. �� I /�� `, HARTRAM TRAIL SURVEYING. INC. V '� V T ATun errolrnvnno