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266 PINE ST - DRIVEWAY SS CITY OF ATLANTIC BEACH �� s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 j'4JI319� DRIVEWAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DWAY-1560 Job Type: DRIVEWAY Description: driveway concrete to pavers Estimated Value: Issue Date: 7/14/2015 Expiration Date: 1/10/2016 PROPERTY ADDRESS: Address: 266 PINE ST RE Number: 170552-0010 PROPERTY OWNER: Name: HARMON, HUBERT G & ANNE B, Address: 266 PINE ST PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 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. Silt fence must surround entire work area and 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, Shappel's and Waste Pro.) I'E.R\II.I' IS APPROVED ONIA IN ACCORDANCE WVIIII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t r,LNG f, `S%CITY OF ATLANTIC BEACH ,- _ 800 SEMINOLE ROAD LA 0 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Full right-of-way restoration, including sod, is required. Dumpster and portable toilet may not be on right-of-way. Right-of-Way Permit is required if using right-of-way for construction parking. FEES: Fence/ROW $35.00 Total Payments: $35.00 PERDIIT IS APPROVED ONLY IN ACCORDANCE WITII AL1. CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. R.O.W. Permit Attachment of for R.O.W.Permit# issued ,200_ Atlantic Beach,FL 32233 Owner's Name: Property Address: Subdivision: OP1 Lot#/Block#: C R.E.#: flU REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this )dday of Xit , 20¢ y Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and 4,44 44,1 f'IGK, of Atlantic Beach,Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: 464/0,/ 61444017 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return recei t reque ted, to the following address: -2G6 /°ill��i/4410- • The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing anda4oining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this 22 day of UM ,204 4y: t j�vnt Property Owner ,04 -w`s Notary Public,State of Florida (to be signed in presence of the Notary) , �,, Commission#FF 100524 My comm.expires May 17,2018 STATE OF FLORIDA COUNTY)OF��DUVAL On this �%/' day of 61" , 2Cr pe onally a peared before me, a Notary Public in and for said County and State, , the property owner of , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she execute a same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approv-•• ,w .er,Puba Works Director .Alit L4/721 For Permits where city sidewalk is impacted, City Manager approval required: 4iirritarrs'air, City Manager Aamiy, ✓a» Page 2 of 2 City of Atlantic Beach Department of Public Works 1200 Sandpiper Lane Atlantic Beach, Fl 32233 Doug Layton, Permit application for 266 Pine Street. 1) Dumpster---There is no physical room for dumpster on customer's lot. Plan is to have Realco wait with truck,on street,while we place material in dumpster. The removal of concrete should take one hour or less.This will keep job site clutter free. If that is not acceptable we will have to use our dump trailers and haul material off. 2) Erosion Control---The lot is flat and we are removing existing concrete and replacing with a crushed concrete base and pavers.We are not disturbing the areas outside of the now concrete. I feel a silt fence is not needed since the work should only take one day to complete. The lot has little or no grade for runoff. Street will be swept and dust removed from site. 3) Silt fence---Would only be in place one day then removed. All sod and existing plantings will remain in place and intact and should stop any erosion risk. We will repair and right away sod as needed. 4) There will be a file attached showing the impervious paver selected by homeowner, and Tremrons specificatioins. 5) Home owner has agreed to let the crew use bathroom in house. Larry Anderson Anderson Pavers 1244 Arrowleaf Terrace Jacksonville,Fl 32225 904-254-2573 Andersonpavers @gmail.com - ' � , CITY OF ATLANTIC BEACH :.::5:;°"`' -. CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 9 904-247-5800 800 Seminole Road '�r,,sl�? Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3) COMPLETE SETS OF PLANS WITH APPLICATION. Date eV.%c.n.L. c t S PERMIT# ISSUED BY THE CITY Job Address c44 V'•04 -C. t -' Permitee: R-r 'eh-t0c. %,k)-e,■ — e � vQ ( Telephone# 9O(1-aS(/- 0-x"7 3 Jl 9,,�t, ,�� Permittee Address: 1 g..44 4-r rot..)\ea- 1�r`r4-c-e., Z SO r1 u i 1 'e-, 31 a 42-5 Requesting Permission to Construct: [�-e�AR\o,c,42 �E).".c�\-eJ1e, ck■..-c usg_ca4� ''^-) ,n-u-e/rS Location: (Reference to Cross-Street) pAv&..'tC %k,c- -'v. 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: (.0;\\ c.":"—V `pc,�e.. Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida De artment of Transportation Standards and be performed under the supervision of \_... . s• ,rN (Contractor's Project Superintendent) located at .2 •4 Pi-AR..., SA- �� Telephone#: 9 o4-45V-a.73 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. t A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the and to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work a d again immediately upon completion. OWNER Signe.AI L. . 416 /L//.)_ a_ ' 2— 2`'1 KELLY LULII Before me this yy day of ;.,` �� �1• n,of Duval, �sy�.'°v Notary Futile,State of Florida State Of Florida, has personally appeared I�\»�1'a,�il II ' Imo'= Commissions FF 100524 ,c. Notary Public at Large,State of Florida, Coun �arr val. -�u M comm.expires May 17,2019 My - y Ires. /..A .1 Personally Know y y� I�um j sxwe (- -roduced Identification: z - 6 6 fn1 v(i4at /OWE(-1160 Will11111 / / .l&oo /*Ali .1C01,A ,Ze. f .% 0 \ 2 3.,2 iiC 447 ,'70 ��r ,lk 2 L3�� /I,)n .r4 le o /D U 10 z o'1 411, 7,7 k 6 v �'F I Ye ilt Ut /40.20 ;t 170 2.tCr� -8 ky 8r y 2 /6 m.2 ; Alen el 3 k3 ? 'Yr, te t 46091111a ixt `y _.,13•2x6 9 9 l Jdl itt 1 !f p 6 K/6 ein 40;1 . q, r "17-,12- C ' cr3 flit w ,,leki 4vr el Tf-I 4 • t: f Impervious Surface Calculations % Formula, Find square footage of the following: goo R ov) House footprint /751 dr g Driveway All sidewalks/walkways s A/C pads Detached garage/sheds S I Pool Decking --. Patios, terraces and/or decks to . 07. Add the total square footage of the areas listed above then, divide the sum by the total lot area of the property. 5/14!2007 Williams, Scott From: Hartle, Patricia Sent: Wednesday, July 08, 2015 7:55 AM To: Williams, Scott Subject: FW: Permit# 15-DWAY-1560 Attachments: City of Atlantic Beach Harmon driveway.docx; pavers_specification_guide_2014.pdf From: Larry Anderson [mailto:andersonpavers©agmail.com] Sent:Tuesday, July 07, 2015 10:12 PM To: Hartle, Patricia Subject: Re: Permit# 15-DWAY-1560 Patrica, Please pass this on to Doug Layton or Scott Williams. This has a response to the letter they have sent and a information bulletin of the impervious pavers. The style selected by the homeowner is the Mega Olde Towne and it is listed in this file. Thank you Larry Anderson Anderson Pavers. 904-254-2573 On Tue,Jul 7, 2015 at 2:10 PM, Hartle, Patricia<phartle@coab.us>wrote: Dear Mr. Anderson, Public Works has denied your permit application(#15-DWAY-1560) for a Paver Driveway at 266 Pine Street. Please see attachment document listing the items required to approve this permit,along with instructions and contact information. Thank you, Patty S. Hartle Administrative Clerk Public Works Extension 5834 i • NOT ALL PAVERS ARE CREATED EQUAL 100% IMPERVIOUS (COAB LDR 24-17... Solid surface pavers. (e.g., brick or brick appearing pavers as opposed to open grid pavers) do not qualify for any reduction in impervious- area, regardless of type of base material used. ) "^1111 *.1 0.1/4 a :4 + - "••• .._ _ i H ,. r • 4Q5 4: ... 11.2S. 1233; 50% IMPERVIOUS (COAB LDR 24-17... Surfaces using pervious concrete or other similar open grid paving systems shall be calculated as fifty (50) percent impervious surface, provided that no barrier to natural percolation of water shall be installed beneath such material.) Products shown are examples, others may be eligible with Public Works Director approval. •-.--n---• INIMI' - _. - . 4 '•.� A .-. � • ` i t . ! _ _ • c • • .coq a _--� ^- :y�.a . _ . ,_. : . — ;••▪ .•'.. ����r•..�v+ :..'r'��_,:z. arm .1- -.�"'" `'t .-`•"'''''':'' �► ..r te- ` ..o T�� - �� ,, �. ▪ "'rc --.z��.-�"M...s. v`.0.=r -`...."etc-�'._ ..., I ,.. .,.,r`- !. ',g1,.'+�'�4.:41.::::'.. ..-C.--4.7.-+---2.:.7.--.Z.."ry i; ' A �.,,-1"'-' •, 1,•�^'_ .......e."4"...-'- •-% Ifs,"+'' - -.4 .i1..- ..r.,}';>•�y _ y w•. •�,s. ▪w',v.'"A S V a 4l.k4."1,. ;. .ie .f'.,,.. _.! • ,. . 1 M Tremron TurfBloc SF-Rima Property Appraiser- Property Details Page 1 of 2 HARMON HUBERT G 7R 4 Primary Site Address Official Record Book/Page Tile# 266 PINE ST 266 PINE ST 04609-01157 9416 ATLANTIC BEACH, FL 32233-4014 Atlantic Beach FL 32233 HARMON ANNE B 266 PINE ST Property Detail Value Summary RE# 170552-0010 2014 Certified ,;015 In Progress Tax District USD3 Value Method CAMA CAMA Property Use 0100-. SIN GLE FAMILY Total Building Value $114,231.00 $122,578.00 0100 SINGLE #of Buildings 1 Extra Feature Value $446.00 $434.00 -- — Land Value(Market) $111,250.00 $110,000.00 Legal Dena 10 16 16-2S-29E SALTAIR SEC 3 Land Value1A�ric.) $0.00 $0.00 I-- Subdivision 03115 SALTAIR SEC 03 i lust(Market)Value $225,927.00 $233,012.00 Total Area 5645 Assessed Value $105,348.00 $106,190.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $120,579.00/$0.00 $126,822.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exmpii $50,000.00 See below exemptions and other supporting information on this page are part of the working tax i-- — ------------- roll and are subject to change.Certified values listed in the Value Summary are those _--. Taxable Value $55,348.00 I See below certified in October,but may include any official changes made after certification Learn how the Prooerty ADoraiser's Office values Drooerty. Taxable Values and Exemptions—In Progress' If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $106,190.00 Assessed Value $106,190.00 Assessed Value $106,190.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) Homestead Banding 196.031(1)(b)(HB) Taxable Value $81,190.00 -$25,000.00 -$25,000.00 Taxable Value $56,190.00 Taxable Value $56,190.00 + Sales History Book/Page 1 Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved 04609-01157 3/30/1978 $8,000.00 WD-Warranty Deed Unqualified Vacant 04681-00212 ! 7/13/1978 $44,300.00 WD-Warranty Deed Unqualified Improved Extra Features 4.-, LN Feature Code Feature Description Bldg. Length Width Total Units Value 1 FPPR7 Fireplace Prefab 1 0 0 1.00 $434.00 Land&Legal 4. Land Legal LN Code Use Description ZWrig Front Depth Category Land Land Land LN Legal Description Units Tym Value 1 10-1616-2S-29E RES LD 3-7 UNITS PER 1 0100 AC ARS-2 50.00 100.00 Common 1.00 Lot $110,000.00 2 SALTAIR SEC 3 3 LOT 518 + Buildings Building 1 Building 1 Site Address Element Code Detail 266 PINE ST Atlantic Beach FL 32233 Exterior Wall 16 16 Frame Stucco Roof Struct 3 3 Gable or Hip Building Type 0101-SFR 1 STORY Roofing Cover 3 3 Asph/Comp Shng B rr - Year Built 1978 s o Interior Wall 5 5 Drywall LF�i Building Value $122,578.00 Int Flooring 11 11 Cer Clay Tile Ir Heating Fuel 4 4 Electric _it r.R J Gross Heated Effective Heating Type 4 4 Forced-Ducted Tvce Area Area Area Air Cond 3 3 Central .—- Base Area 1286 1286 1286 32 0 10 http://apps.coj.net/PAO_PropertySearch/Basic/Detail.aspx?RE=1705520010 7/1/2015 Property Appraiser- Property Details Page 2 of 2 Porched Open I I I S oriesM I Code I Eleme Finished 252 0 126 Bedrooms 3.000 Garage Finished Open 84 I Baths 2.000 Porch 0 125 Rooms/Units 1.000 Total 1654 1286 I 1447 2014 Notice of Proposed Prooertv Taxes Noticg(TRIM Noticel Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back Gen Govt Beaches $105,348.00 $50,000.00 $55,348.00 $438.47 $451.15 $430.37 Public Schools:By State Law $105,348.00 $25,000.00 $80,348.00 $404.99 $406.32 $398.94 By Local Board $105,348.00 $25,000.00 $80,348.00 $177.12 $180.62 $174.48 FL Inland Navigation Dist. $105,348.00 $50,000.00 $55,348.00 $1.86 $1.91 I$1.79 Atlantic Beach $105,348.00 $50,000.00 $55,348.00 $179.05 $184.23 $175.54 Water Mgmt Dist.SJRWMD $105,348.00 $50,000.00 $55,348.00 $17.66 $17.51 $17.51 Gen Gov Voted $105,348.00 $50,000.00 $55,348.00 $0.00 $0.00 $0.00 School Board Voted !$105,348.00 $25,000.00 $80,348.00 $0.00 $0.00 $0.00 Urban Service Dist3 $105,348.00 $50,000.00 $55,348.00 $0.00 $0.00 $0.00 Totals $1,219.15 $1,241.74 $1,198.63 Just Value Assessed Value Exemptions Taxable Value Last Year $144,581.00 $103,792.00 $50,000.00 $53,792.00 Current Year $225,927.00 $105,348.00 $50,000.00 $55,348.00 2014 TRIM Prooertv Record Card(PRCl This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: t A More Information ontact Us I Parcel Tax Record I GIS Mao I Mao this Property on Gooale Maus I City Fees Record • http://apps.coj.net/PAO_PropertySearch/Basic/Detail.aspx?RE=1705520010 7/1/2015 310855 MAP SHOWING BOUNDARY SURVEY OF LOT 5/8 BLOCK AS SHOWN ON MAP OF sS e-7.0A./ .VO, 3 J'Q TA he AS RECORDED IN PLAT BOOK /d PACES /6' OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: AmixiE Z. F N4/6'6-,27 G. // ' ✓,e./3AszP.s/gTT /s.o.�.,-, or c/.oC.escu.v/4t6 N..o,/ STEIV e7• .Q2/L'6 C/7, 7/TLE/ /"../C./ .sTEivAk'7 7/7Z e,.4- c./.044-$O4'Vi41-4' 507 S06, SGT r x Q{- 'w"o s,1 50. . oS razc/n.0 SNBO er. ....00.› .-L P �� k/ O'Woos, a •PAT.,6 /U /4.O / I o 2 r.4 { r 35.22' Q a / ST'r a, , s Tel cco 3f• CDQ ° iS Pg7Gfo ib./ 4. • r. 5/ 9 ,4' woos, Q �, 5/ 7 '4 .occu S {I^C .- G weo4 A-A44-,s a 1 r. vi i N c 4 G 0 -Ze te h J Q \ x w 9'k \oR v0 5 woo° e, /n 2. Y, CAOiGr& _5 ` ;;Q' 4Li I , E;..-c� 1 3 Q — — ,.s' . . . . a R �.a 2000 ' 0• ti /8 3 •_ 1 5•01-420' 1"/ A✓E S'72EET• (50. e..) MAP lik et "'' L"Cf it 5I'r.70 WING BOUNDARY SURVEY OF • . LOT_ .s/ 6____ BLO CIC ...,... AS SHOWN ON MAP OF ..`-_!.?4 47/404/ A./a, 3 ,,f..447‘7-4 Ae — --- AS RECORDED IN PLAT BOOK /6' PAGES /ea) OF THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA CERTIFIED FOR: , A/Id Z. f. A.14466%27 6. 14440e,"*7494"; che./431:10Vitisr 77 oCr Ari-1:4' O' (-/ACeA"-r04/Va,Le A-4.0./ Srawwier ,e/i/***:e e/7, 777.1 ,, /A/CA/ ...r7.0"./4 be 7 71 rzgo' ev.4- t../..oeve.rakc/vae," ! i I I 4 1 li !I • i =:. ....,..11,7,4. 2 • 0 l' x-...-- — v---e._.......,,............_........,.....:,„da ,.________._ - •,/ts,:. •e:9 2 IN -', 1 4.—...ir i ., le- t.±7 4,:, r„....-- a f • 1 r•-.-7,-,7-- t . ■: v0,4i....,:i 1 , ,,,'" i . I i / ...S.irr tS• ae/ • e,*■■ . — ,,,, 7" (4" \ .1°,.1 PeZeoto 4 ' t■ 1:-"/ 9 — , 4 4 Sn:? • •„,;.,., ,,,>g i •••••-•- .. • . t 1 - i r. . • ■li ) ! . . i i , N.,0"k sl 1 1 i -di ."7. : 74 5'tow," t 14 /9'e , .. --- - - -----ip -,- 1 .. II) r . • . . .c,r),e4, ..)-'4 • , lie (- 111 '. :•:?; -,' ..'i • El■ le -.* :1' c' .• • . .X. t'dei 041' 4 ,.• i 44 rp, ............. .`.. i . **('■ , - ■iCi A,/4.--- C.- 'T ie t:t.7 5 7 (.5 )' F. . I 1 ■■•■••••■•■••Msears 1 • • / 1 /--3.-r—71" r-r / 54r rc.., I .114e I I ■N. ; 1 4 I to I : i 1 I i I 1 1 i I i I ; 1 ' , . 1 Oa I I ! I I I § ■ 4%2' 1 !? I I I I & , i" 1 a• I 1 I t I 1 I ' I 1 1 - . K I I , I i I . 1 i 1 t [ 19.-1" 1 I - — 1 to 35,8" ....- J, ---I 11'10" 3td" I 1 T.4' V.. rz,R r---- I i 1 -.i'..7. 77'1.... • / I I 1 Nr• . id I i i 1 •■ i I I I 1 1', --"" • • - ..... —„„ II, tiii 111 ;II ------- ..: t t ,-,--- -S. 1 , 1 t -_----- -I I :.t. ...... I,, El 11:: set . _JIKAZI1.1-81. M r.1" 1T.6" 1 I 1 1 1 . I 6; ... 1 1 I 1- 'I? i • j__ 27 7' , TREMRON 1 „ WE MAKE IT EASY li www.tremron.com 2885 St.Clair Street 1r 11321 NW 112th Court / 3144 Highway 17 NE Jacksonville,FL 32254 Medley,FL 33178 1 Arcadia,FL 34266 866.358.5900 or / 800.567.1480 or 877.490.0990 or 904.359.5900 / 305.825.9000 863.491.0990 Fax 904.359.5901 / Fax 305.823.6614 Fax 863.491.8990 12 TREMRON WE MAKE PART 1 - GENERAL 1.01 Section Includes A. Concrete Paver Units B. Bedding and Joint Sand C. Edge Restraints 1.02 Related Sections Tech Data: A. Glossary of Terms used in the Production, Design, Construction, and Testing of Interlocking Concrete Pavement - ICPI Tech Spec#1 B. Construction of Interlocking Concrete Pavement- ICPI Tech Spec#2 C. Edge Restraints for Interlocking Concrete Pavement- ICPI Tech Spec#3 D. Structual Designing of Interlocking Concrete Pavement for Roads and Parking Lots - ICPI Tech Spec#4 E. Cleaning and Sealing - A Maintenance and Protection Guide- ICPI Tech Spec#5 F. Application Guide for Interlocking Concrete Pavements - ICPI Tech Spec#10 1.03 References NOTE: Pavements subject to vehicles should be designed in consultation with a qualified civil engineer, in accordance with established flexible pavement design procedures, Pavespec Software, and in accordance with the ICPI "Tech Spec" Technical Bulletins. A. American Society of Testing and Materials (ASTM): 1. C 33. Specification for Concrete Aggregates. 2. C 136. Method for Sieve Analysis. 3. C 140. Sampling and Testing Concrete Masonry Units. 4. C 144. Standard Specification for Aggregate for Masonry Mortar. 5. C 936. Specification for Solid Interlocking Concrete Paving Units. 6. C 979. Specification for Pigments for Integrally Colored Concrete. 7. D 698.Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures using a 5.5 lb. (2.49kg) Rammer and 12 in. (305 mm) drop. 8. D 1557. Test Methods for Moisture Density. 9. D 2940. Graded Aggregate Material for Bases or Subbases for Highways or Airports. B. Interlocking Concrete Pavement Institute (ICPI): 1.Tech Spec Technical Bulletins. 1.04 Qualify Assurance A. Installation shall be by a contractor and crew with at least one year of experience in placing interlocking concrete pavers on projects of similar nature or dollar cost. B. Contractor shall hold a current certificate from the Interlocking Concrete Pavement Institute Concrete Paver Installer Certification program. C. Contractor shall conform to all local, state/provincial licensing and bonding requirements. 2 TREMRON PART 2 • PRODUCTS 4 2.01 Concrete Pavers A. Manufacturer: 2885 St.Clair Street 11321 NW 112th Court ' 3144 Highway 11 NE Jacksonville,FL 32254 Medley,FL 33178 Arcadia,FL 34266 866.358.5900 or 800.567.1480 or 871.490.0990 or 904.359.5900 305.825.9000 863.491.0990 Fax 904.359.5901 Fax 305.823.6614 Fax 863.491.8990 B. Meet the following requirements set forth in ASTM C 938, Standard Specification for Interlocking Concrete Paving Units: Note: If 3-1/8 in. (80 mm)thick pavers are specified, their compressive strength test results should be adjusted by multiplying them by 1.18 to equate the results to that from 2-3/8 in. (60 mm) thick pavers. 1. Average compressive strength of 8,000 psi (55 MPa) with no individual unit under 7,200 psi (50 MPa). 2. Average absorption of 5%with no unit greater than 7%when tested in accordance with ASTM C 140. 3. Resistance to 50 freeze-thaw cycles when tested according to ASTM C 67. C. Pigment shall conform to ASTM C 979. D. Product name(s), shape(s), overall dimensions, and thickness: 4 TREMRON .^.r N,l._K E ` EASY 2 3/8" Pavers Continued STONE NAME WEIGHT/ SQ. FT./ DIMENSIONS SHAPE CUBE (LB.) CUBE 2444\__ COBBLESTONE 2860 9 p 4-5/8"X 9-3/8" 2678 103 i DECOR 2964 114 DECOR (3-1/8) 2550 74 5-3/8"X 9" 2550 74 2366 91 HEXAGON 16' 16" 2366 91 2184 84 BISHOP HAT 24 0 95 11-3/8"X 8"X 4" i 2350 92 ! MINI-BRICK 2550 100 2-3/8"X8" 3120 120 SHELLSTONE 4X8' 3120 120 4X8=4"X 8" 3120 120 j SHELLSTONE 12X12' 3120 120 12X12=12"X 12" SHELLSTONE 16X16' 2782 104 16x16=16"X 16" 2782 104 I SQUARES AND 2550 98 4-1/2"X 4-1/2" L RECTANGLES 3016 116 4-1/2"X 6-3/4" 1.Classified a paver slab rather than a paver. 6 TREMRON WE MAKE IT EASY 2.02 Bedding and Joint Sand Note: The type of sand used for bedding is often called concrete sand. Sands vary regionally. Screen- ings and stone dust can be unevenly graded and have material passing the No. 200 (0.075mm) sieve. Bedding sands with these characteristics should not be used. Contact paver contractors or manufac- turers local to the project and confirm sand(s) successfully used in previous similar applications. A. Clean, non-plastic, free from deleterious or foreign matter, natural or manufactured from crushed rock. Do not use limestone screenings or stone dust that do not conform to the grading requirements in Table 1. When concrete pavers are subject to vehicle traffic, the sands shall be as hard as practically available. Note: If the hardness of the bedding sand is not sufficient or questionable for the application (usually a heavily trafficked thoroughfare) contact the ICPI for information and specifications on assessing bedding sand durabiiity under heavy traffic loads. B. Sieve according to (ASTM C 136) (CSA-A-A23.2A). C. Conform to the grading requirements as shown in Table 1. Note: Use ASTM or CSA standards as applicable. Table 1 Grading Requirements for Bedding Sand ASTM C 33 CSA A23. 1-M94 SIEVE SIZE PERCENT SIEVE SIZE PERCENT PASSING PASSING 3/8 IN. (9.5 MM) 100 10 MM 100 NO. 4 (4.75 MM) 95 TO 100 5 MM 95 TO 100 NO. 8 (2.36 MM) 85 TO 100 2.5 MM 80 TO 100 NO. 16 (1.18 MM) 50 TO 85 1.25 MM 50 TO 90 NO. 30 (0.600 MM) 25 TO 60 0.630 MM 25 TO 65 NO. 50 (0.300 MM) 10 TO 30 0.315 MM 10 TO 35 NO. 100 (0.150 MM) 2 TO 10 0.160 MM 2 TO 10 8 TREMRON WE MAKE ;i PART 3 - EXECUTION 3.01 Examination Note: For installation on a compact aggregate base and soil subgrade, the specifier should be aware that the top surface of the pavers may be 1/8 to 1/4 in. (3 to 6 mm) above the final elevations after com- paction. This difference in initial and final elevation is to compensate for possible minor settling. A. Verify that subgrade preparation, compacted density and elevations conform to the specifications. Note: Compaction of the soil subgrade is recommended to at least 95%standard Proctor density per ASTM D 698 for pedestrian areas and residential driveways. Compaction to at least 95% modified Proctor density per ASTM D 1557 is recommended for areas subject to heavy vehicular traffic. Stabili- zation of the subgrade and/or base material may be necessary with weak or saturated subgrade soils. The Architect/Engineer should inspect subgrade preparation, elevation, and conduct density tests for conformance to specifications. B. Verify that geotextiles, if applicable, have been placed according to specifications and drawings. C. Verify that aggregate base materials, thickness, compaction, surface tolerances, and elevations conform to the specifications. Note: Local aggregate base materials typical to those used for highway flexible pavements are rec- ommended for those conforming to ASTM D 2940. Compaction is recommended to not less than 95% Proctor density in accordance with ASTM D 698 for pedestrian areas and residential driveways. Compaction is recommended to not less than 98% modified Proctor density according to ASTM D 1557 for vehicular areas. Note: Tile aggregate base should be spread and compacted in uniform layers not exceeding 6 in. (150 mm)thickness. Recommended base surface tolerance should be plus or minus 3/8 in. (10 mm) over a 10 ft. (3 m) straight edge. The Architect/Engineer should inspect geotextlle materials and placement (if applicable), base preparation, surface tolerances, elevation, and conduct density tests for confor- mance to specifications. See !CPI Tech Spec 2, "Construction of Interlocking Concrete Pavement" for further guidance on construction practices. Note: Mechanical tampers are recommended for compaction of soil subgrade and aggregate base around lamp standards, utility structures, building edges, curbs, tree wells and other protusions. In areas not accessible to large compaction equipment, compact to specified density with mechanical tampers. D. Verify location,type, installation and elevations of edge restraints around the perimeter area to be paved. ---OR--- E. Install edge restraints per the drawings [and manufacturer's recommendations] at the indicated elevations. F. Verify that base is dry, uniform, even, and ready to support sand, pavers, and imposed loads. G. Beginning of bedding sand and paver installation means acceptance of base and edge restraints. 10 N q It ,r, a e Q • ,1,s � ' ^{ U : ., i :1.1 i n - V Q •� V U ,•i fill• 1 , *i s , f♦ t. aS ■o ,`N Ca I.i ► 0 O • Iv ■ () ,_, at ;AA 1j Cr) Nall r ., 4144: , * I \ . F .� At ,4 tiV I i M ii• O 4 Cl. •u) i al• as OA O 9 0 C., O bA U ( M w f CA IlL0...14 ! �s0.ay;y City of Atlantic Beach APPLICATION NUMBER os � Building Department rFCE1'\TED (To be assigned by the Building Department.) ' � 800 Seminole Road j� 4 Atlantic Beach, Florida 32233-5445 ,f 1 N 3 0 2015 15:4a) ��� Phone(904)247-5826 • Fax(904)247-5845 k o E-mail: building-dept @coab.us � Date routed: a i City web-site: http://www.coab.us 1 BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 42?4 /? 6 ✓ Department review required Yes No Building Applicant: C41� r 7Y' /e �J Planning &Zoning r Tr-- e.u'nistrator Project: côrr� � --) Ti ?mites -u. � A . . ' Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants - Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. I✓IDenied. (Circle one.) Comments: jg 0:441,1 C --.-4- BUILDING PLANNING &ZONING Reviewed by: enied. 7/�� TREE ADMIN. Second Review: Approved as revised. PUBLIC WORK Comments: oat." ... PUBLIC UPS PUBLIC SAFETY Reviewed by: i Date: 7/6 i FIRE SERVICES Third Review: ❑Approved as revised. denied. Comments: Reviewed by: Date: Revised 07/27/10