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886 OCEAN BLVD RES19-0279 MISC SQL , City of Atlantic Beach APPLICATION NUMBER CJs 417". 4 Building Department (To be assigned by the Building Department.) r 800 Seminole Road% I��c - �Z (9 ,j��aaw Atlantic Beach, Florida 32233-5445 1 ICA / Phone(904)247-5826 - Fax(904)247-5845 ��; �� E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM o Cp Property Addres ' SF Department review required Yes No uild' ac....101/4_ SL 0 , fning &Zonin , Applicant: --L = Tree Administrator Project: f\ -13 1 4C e /public Work (public Utilities Public Safety Fire Services Review fee $ Sb. QJ Dept Signature J Review or Receipt r Other Agency Review or Permit Required of Permit Verified By -' _ P 4 Date Florida Dept. of Environmental Protection I,0 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: APPLIC ON STATUS Reviewing Department First Review: Approved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: — ���--Date: 9/7r/ 7 TREE ADMIN. Second Review: A roved as revise . ❑ pp ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application _. City of Atlantic Beach Building Department *;ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@lcoab.us IS REQUIRED. Job Address: (FS 2 OC an 151 V d poli • Permit Number: ' L--) Legal Description LD+ 5 151k I A+ each 'Par KIAlay RE# 11034 01750 Valuation of Work(Replacement Cost)$ Heated/Cooled SF .JYO(p Non- Heated/Cooled I • Class of Work: i [Vew =2Addition DAlteration DRepair EMove DDemo CPool =Window/Door • Use of existing/proposed structure(s): DCommercial 1gResidential • If an existing structure,is a fire sprinkler system installed?: DYes TNo • Will tree(s)be removed in association with proposed project?EYes(must submit separate Tree Removal Permilt�)�,LiNo Describe in detail the type of work to be performed: f e-v covis+-vuei 0✓1 , S) v\CJ le 1-00,4,4,1 Iv Rvvie. .3taoco f io/iojot L413viCL/Lap /Hardie, Florida Product Approval" See eJ/1Gl OSed -furVY for multiple products use product approval form Property Owner Information Name Ada-W) )S O.41) Address 4og Ave . S City VI.C.3450YlV 1I HC.LI State FL Zip i,31Z50 Phone E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company car) J�ssit^ I44 S Qualifying Agent ex- Z1 e1 ler P Y Y g g Address 4-S' �j A /t1.Stl ht° City �CICS0/1 1e State j- Zip 3l2.O-7 Office Phone ( 0i.1 • 1 ' OX' Job Site Contact Number State Certification/Registration tt CPjC. I2Lp(AIL: E-Mail reX VLI f N LLCLi 11 C• hef- Architect Name&Phone# i I i i S�llf' S i g . Q. r• atitsa iV1l k 32225 90'I i'l l-150 Engineer's Name&Phone# •1?&t l P 191 Mom() T10 Waxlyvtoit+fir. Ori jePa,rt_32o1,5 ‘101•775 .130 g Workers Compensation Insurer .3U.J44 YLLI- OR Exempt 0 Expiration Date (.o/SSI2D2-0 Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addit rRe Illoitsp9D s permit, there may be additional restrictions applicable to this property that may be found in the publ r$cs there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 1 ?n p OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in co ianteavit �N applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMOVCIEM WANment RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP iONVirYOUitft1END), FL TO OBTAIN F NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) L- (Signature of Contractor) Si ned and sworn to(or affirmed)before me this IA day of Signed and sworn to(or affirmed)before me this (.P day of 2olq ,by Cttaid .r Mjt S ,tLl.l()Clj .i by f jre.Y ler ���4vi ff�`M�'� is WIS �.,�4P�,, ENn E 5 'N" =o`P ,Notary Public-State of Florida =o,� ° a rotary Public-State of Florida `* !'� ._ Commission#GG 321525 =* 11- *5 Commission#M-4121525 b�p • ersonally Known IR' o iF`o� My Commission Expires ,Personally K wit :! o.. �^ ' ; . P� ' ` April n9,2023 �i, Nj.iril(Ir),L'.i1.; ]Produced Identific. ' ,.,-;.. ,;; T.,,�R:.... ( ]Produced Ide --- type of Identification: Type of Identification: PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: CI f1 141 Application#: 12,t5(c' b Z 615 Project Address: t SZ. ocea Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be Rn Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade IZ1131( Cleanout and visible. A reduced pressure zone backflow preventer must be installed if Irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change,any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ ❑ Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler if fire sprinkler system is provided,call 247-5878 for backflow requirements. Backflow At a minimum,will require a double check backflow preventer. ❑ ❑ Requirement Fire Une Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ Cl Meter than 2"must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. ❑ 0/7/ Disconnect Cap Disconnect and cap water and sewer lines. "I- & ��`V/o Inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 { i , � 3 =Y,, T` ..r ... ..,i,.st t• ,JC, ,, :: ‘0' i.. 4J i.fr•s:. ,tlitA01. ' ti"'t;a"° i.iiw t • z i .i*..:.ta ..t,. , .. '.t'r t . ,''LC'' `.1)Ki 1l'i ! ',4,711‘'. 7.4'.1:', ''''4141 ' I s ii 7.tM i7C7.+C` 0 t 64c Ti-i l i f t , � yCaM '� $r 1 .."',1".. ? , , s{Y` .t . .S 'f ;c'. lc!,` r t=.t-4e$iq Js:119 ;L: - _. _ .-.. t_s.t 1. ,�,.., t1:''''a .Ci k, d Yfi :. 'a i E I ......�...... A i i I a : '".=`'3 -.1., t. ,fit^ ., ?i. -KiiX' -.7Z.., _re 3 xt..�'4Ya'' � � 4;344 i ! A ,,4,3 i 44 � • • 4 . xr. ,, , • i • ' ' "- 4.-..- , ' '...1'1'.'"tel_i ,•_ i,,, 7-:,, .i : f_ is . :i, .; ' : _ _ .. . '-.7:;.:1-11,;t‘.-"..'„-;.'--- . _ .. . i .}, +l'•L°f-'-'--,:-.--,;, -471 ' ;-, i . t i '� ,^2 a . . 1 • ri .t �I'I i i"` r , ,...�. ,___ _._ .. ._.. ,_...__.. -�_ _. ._. -..- ...,,__ ........ _,..-...... ..... ........ .._ __,, rs i i ot_av;., City of Atlantic Beach APPLICATION NUMBER f Building Department (To be assigned by the Building Department.) . '° ' 800 Seminole Road IPL A ` _ c Z q ,� s Atlantic Beach, Florida 32233-5445 l�J 1 lJ / Phone(904)247-5826 - Fax(904 ;245 1 6 2019 ;t 9r E-mail: building-dept@coab.us .1 Date routed: City web-site: http://www.coab.0 y:_ APPLICATION REVIEW AND TRACKING FORM Property Address: 85z. CDC'C-A-N Lid) Department review required Yes No uildi -—' Applicant: (Y1. _ [_ �, ASSL arming &Zonin `� Tree Administrator Project: M G— D 1--(ULM- ublic wo Public Utilities . Public Safety Fire Services Review fee $ Dept Signature Review or Receipt r Other Agency Review or Permit Required of Permit Verified By Date O Florida Dept. of Environmental Protection Ir ‘l( Florida Dept. of Transportation 0 St.Johns River Water Management District 0 I Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. 'enied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b • i/,�'/� ,� Date: 91:l7 7f TREE ADMIN. Second Review: ❑Not applicable ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: ✓ � f /6 if Application#: l /f'..- V 0er Project Address: (p,62 044 A jr CORRECTION ITEMS Check Box to Select CSMP Provide construction site management plan including location of silt fence, dumpster, portable toilet. ❑ Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). 0 ESCP '. --,7.;-..., _ -- -r:. i:Lii umir...__ - .• . (7 /71...61 '0 f-i>✓ fa/ , 4/146 /g(4 # .€/%1c j t /lc]tet4 %% terff5poifraf IMPS Provide impervious surface calculations for entire lot(existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. 0 DW Maximum driveway width within the City right-of-way . fi (circular driveway width is 12' maximum). 57 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ❑ areas and then to street. WR Provide /d /1 rr�ovidee detailed jJplans /shhowing proposed wat r retention. 4614,4"/ T" 61&. /,%titt ir4 iPig /� ikfre T I' /e64/ a coutoL /e ivy"?�L�6t, �� /Pt- 50 Documentation shows impervious areas are over the 45%allowed by City code. l;a lar circ d&A i/: igmt A,ettle d /eeo1 /fie 1,✓9. Revised 2/26/19 -1&(, ) deagae,l,, OA" ' *' `d�.ra94 ji lv C11,J 4*IJ l tri 4fr ,&/ PUBLIC WORKS PLAN REVIEW COMMENTS Date: Co/ Application#: [lcC 7 Project Address: r �6! 1-1( 4LV. CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. ❑ Apron (Commercial driveways-6" thick). Erosion Full erosion control measures must be installed and approved prior to beginning any earth Control disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. Onsite Runoff All runoff must remain on-site during construction. l.Fi1' Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow Survey must run to street. Pool Pool-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage 0 Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk TY- Container Removal, All American Roll Off, WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. lel Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 0 Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable 0 Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. ❑ Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway / Circular ,T/ Maximum circular driveway width within the City right-of-way is 12'. 4r Driveway Grass Full site to be grassed. 0 TOPO ,_,/ Survey Must provide a topographic (TOPO) survey with water retention for final CO Inspection. 4d Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing must be removed from job site by Contractor. ❑ Removed Decking All old decking must be removed from job site by Contractor. 0 Removed Infra Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 eceite,, 1674 Lei- 4t --r/c/ 0e7 ,faz Lzy x 4,0 //70 Nfac x iff gle6R_ Oo �� K /L = alb 7K -Y 04( `/Yq -11(4- `6' t x7f7 X20 .�� �/'y c - 3o x /.� � 3Go i? �3r' Wallpi7 r4_ Z = to Comp. By: SW Date: 9/17/2019 Public Works Department City of Atlantic Beach Permit No: RES 19-0279 Address: 882 Ocean Blvd Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A= Impervious Area(square feet) R= 25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= ft2 Impervious Area(A) = 2,54 ft2 = 49.3% V= 0.92 x 2,541.0 x 9.3 / 12 V= 1,812 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: iraliwid:1 ft (ft2) (ft3) �' ' 0 0 BOTTOM size: 0 X -4 0 TOB size: X Area 2-Relative Elev. Area Storage (ftt (ft2) (ft) 11111111011111111 0 0 BOTTOM size: 0 X 0 0 TOB size:81111.11MX 1111111111116111 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 0 0 BOTTOM size: 0 X 0 0 TOB size: X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 0.0 ft2 Depth to ESHWT from BOTTOM (d)= ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 0.0 ft3 Required Treatment Volume= 1,812 ft3 Retention W R.Copy for Sending-Revised 04-16-19 9/17/2019 IweYA , leiNS tt„, tuasoni.:,; ot.:486 tr. cCoL(bU t ilz,“""IIT ;)''t tc HMLElo.,...Cy14;14) 3'0 tleVic:4 0 It')v:44 ott:It.,* 1: 14M `41-f, at 0'0 44.. vJaismoci alourtiF: 42 o •-,. tol,4 14,0 vt.es •il,,r;L %/WV • 0 oto,41towis 4041iiiigt`t4 ra Us.? ,:p• '1, 13t21•;:i• . . • 0 • t!-...141`zir.,410444L ^hri. kkl, 7;0- golgoAc Er;A' ?ThADei5 ;-'q c : P k34:: 5'24.1'0 yz,t) iw.pt ; qt11).;i. • d, '1240 ," Ot , ;p:c : t • •• , , • •10 • ; r • • )4O f'OtIIWG kji‘q laina (NA at vii9u4lc Boscp bnpuc Now? DebtJz.fulco.:1 r)Ric al4 I a , ( Uf 2hA Comp. By: WES Date: 4/9/2019 Public Works Department City of Atlantic Beach Permit No: Address: 882 Ocean Blvd. 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) = ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 0 5,487 1.00 0.00 Pervious 5,487 5,487 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V = 0.20 x 5,48! x 9.3 / 12 V= R7^ ft3 Postdevelopment Runoff Volume: Lot Area (A) = ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,460 5,487 1.00 0.45 %ISA = Pervious 3,027 5,487 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 5,487 x 9.3 / 12 V= 2,376 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= - 850 DV= 1 ft3 Retention COAB MASTER RETENTION for 882 Ocean Blvd.xlsx 4/9/2019 __ fie41UYrt' Comp. By: WES Date: 4/9/2019 Public Works Department City of Atlantic Beach Permit No: Address: 882 Ocean Blvd. Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 11.7 470 0 BOTTOM 12.2 574 261 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= 574.0 d=depth to ESHWT= 7.5 pf=pore factor= 0.3 Inground Storage= 1291.5 ft3 Required Treatment Volume= 1,525 ft3 Supplied Treatment Volume= 1,553 ft3 Retention COAB MASTER RETENTION for 882 Ocean Blvd.xlsx 4/9/2019 City of Atlantic Beach In-Fill Lot Drainage Calculations ADDRESS: 882 OCEAN BLVD DATE: 11-Sep-19 Atlantic Beach,FL The applicant shall be required to provide onsite storage,such that there is no increase in the rate or volume of COAB RULE: flow to offsite,from every developed or redeveloped parcel,and for any addition or modification that increases theSEC 24-66(b) impervious surface area on a developed lot by ten(10)percent or four hundred(400)SF, whichever is smaller and provide documentations and calculations to demonstrate compliance. V=C*A*R/12 V=Volume of storage(ft3) C=Runoff Coefficient(use 0.6 for 50%impervious,use 0.4 for 25%impervious or 0.2 for 0%impervious ) A=Area of the lot(ft2) R=25yr/24hr rainfall depth(9.3 in) PRE-development Lot Area A= 5487 ft2 Imp Area A;= 0 ft2 %IMP= 0 % C= 0.2 R= 9.3 V= C A R 0.2 5487 9.3 /12 PRE V= 850 FT3 POST-development Lot Area A= 5151 ft2 Imp Area A;= 2541 ft2 %IMP= 49 % C= 0.5 R= 9.3 VOLUME PROVIDED SWALE V= C A R Elev(ft) Area(ft2) 0.5 5151 9.3 /12 Top of Storage 12 667 POST V= 1996 FT3 Bottom of Storage 11 133 ONSITE STORAGE VOLUME REQUIRED= 1146 ft3 VOLUME PROVIDED SWALE= 280 ft3 VOLUME PROVIDED IN SOIL TOTAL STORAGE VOLUME PROVIDED= 1281 FT3 AREA 667 FT2 DEPTH TO SHWL 5 FT VOLUME OF SOIL 3335 FT3 POROSITY 0.3 STORAGE PROVIDE SOIL PORE 1000.5 FP • ALPHA SOUTHEAST September 11, 2019 Atlantic Beach Site Drainage Improvements In-Fill Lots Lot Address: 882 OCEAN BLVD Atlantic Beach, FL NARRATIVE: The attached calculations are provided to support the lot drainage design at 882 Ocean Blvd in the City of Atlantic Beach, FL. The calculations were performed utilizing the equations in the city ordinance sec 24-66(b). The referenced project site was vacant and the calculations utilized this as the predevelopment condition. The total lot area shown in the pre and post calculations was calculated from the table in the survey. The proposed project will construct a home, driveway, pool and stormwater storage facility. The runoff coefficient was provided based on the impervious values and associated coefficients of sec 24-66(b) of the code. oo►i i li l!r!r! \\\ 0 D. f.) -,.`•°/,, C'; No. 84559 • _ * _ 15 � '• ll STATE OF � �- Il VV t `' CONAL Reynold D. Peterson, Sr Project Manager FL P.E. # 84559 Civil Design and Construction Management Professionals 2650 ROSSELLE STREET,Suite 2A Jacksonville FL 32204 Ph: 904-551-4945 PLOT PLAN SHOWING BOUNDARY SURVEY L— E AND TOPOGRAPHIC AND TREE s ZONING INFORMATION O = RS-2 FROM PROPERTY APPRAISER'S WEBSITE LEGAL DESCRIPTION = • MIN. AREA 7500 Sq Ft. 0 = • MIN. WIDTH - 75' • FRONT - 20' LOT 5, BLOCK 1, ATLANTIC BEACH PARKWAY ®'"_ • SIDE - COMBINED 15' (MIN. SIDE 5') PLAT/MAP BOOK 15, PAGE 61 X • REAR - 20' ♦ _ • MAX. IMPERVIOUS AREA - 45% PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA PROPERTY UES IN FLOOD ZONE X", CITY OF ATLANTIC BEACH, = FEMA PANEL NO. 1203160409J, EFFECTIVE ON11/02/2018 O = O = LOT 10 \k VL, LOT 11 U- 'f�' _ O O WIRE FEI el LOT 12 PVC/VIN' EXISTING TREE TABLE (FIP 1/2" NO ID) D Fl S06'25'24"E 60.20'(M) (HP 3/4" NO ID) CHAAIIN LI 60.00'(P) (24 9') TREE TREE TYPE T — –tzo CD �.,(0.2' ON) 124.91 NUMBER IPROPOSED DRY RETENTION PON' 11.0 / �1���11!""" 26.0' A/C T1 6" PALM '.) Vii.%%%%%%%%%Ev tzo ',•o ?2. 11 BRLD T2 13" PALM us I �j; ti;s LO 5 JJEA EA-E T3 8" CREPE MYRTL j PROPOSED j�o (VACAN JEA-EE 74 16" PALM •' POOL _ T LS T5 18" OAK T1 �s; T5 .4j1 _• , OHW .1S: 4, ►Li T• 20' BRt. '0 ORB T6 16" PALM 'i i rwg,,IrI�I�I�lmeii� i16411:113 �,�, PC T7 12" PALM 6" PVC PIPE I ��,41,#,i4,�44,AA iW , PG ��•$%$%$%$S r2, I. w 27.0' S= POB T8 12" CEDAR 4�Zi•i 1; 1- NnN SURVEYOR'S NOTES: Ho 1. Legal Description has been furnished by client and/or his/her agents. 5 FARY SEWER MANHOLE w HYDRANT 2. No Title Opinion or Abstract of Matters Affecting the Title or Boundary to Q E/INTERNEY UTILITIES BOX the Subject Property have been provided. It IS possible that there could w a . R POLE exist Deeds of Record, Unrecorded Deeds, Easements (especially any LU E a) R METER easements/documents recorded AFTER Plat Recordation) or other i-O1 instruments that could affect this property.) v 'o MBERED X-CUT IN CONCRETE FOUND 3. Measurements hereon are in accordance with U.S. Standard Feet, data _t uJ 0 NAIL/DISC �. JAIL AND DISC LB#8139 acquired with Theodolite and Steel Tape, or with Technologically Superior w-j o Equipment utilizingRedundant Techniques. Z°� D 6" ROUND CONCRETE MONUMENT NO ID qco 'BLOCK CORNER FOUND 4. Bearings hereon are based on:RBL as shown hereon. 0 O di 1/2" IRON ROD LB#8139 AT PROPERTY CORNER 5. Contiguous lots lie in same block, unit, phase, section etc. unless noted. o Y OZ D 1" IRON PIPE WITH NO IDENTIFCATION 6. Type of Survey. PLOT PLAN SS NOTED OTHERWISE) 7. Stated Legal Purpose of Survey Ac usition Sale Mort a e Permits Plannin N 0 NG GROUND ELEVATIONS P y q 9 g 9• 8. This Survey is not Intended to Locate any subsurface/underground objects, NG TREE improvements, foundations or encroachments. Survey reflects above-ground l' - X X- features and improvements only. NICE-a- a 9. This Survey Does NOT Reflect or Determine Ownership of land or fences. (pi,10. This Survey is NOT Insured for Multiple uses. Fiduciary and all otherENCE - - •- obligations are limited to Certifyees listed hereon utilizing Survey for \:XISTING ELEVATION purposes listed in item 7 Above. See Note Above Signature Block. 4g'ROPOSED ELEVATION 11. Construct Improvements to Iron Markers as Described Only. Wooden \ ,rr--ii Oz AIR CONDITIONER ON PAD Stakes/Wire Flags are NOT Property Corners. ;l-s 4 3UILDING RESTRICTION LINE (SETBACK) LINE 12. All Above-ground Evidences of Utilities lie Within their respective easements ���,1ITT►►;;�+(( U DEED BOOK unless noted. See Note #9 obove - no efforts have been made or requested JACKSONVILLE ELECTRIC AUTHORITY q JACKSONVILLE ELECTRIC AUTHORITY- ELECTRIC to locate underground utilities. Qp\"'V 100000 JEA ELECTRICAL EASEMENT 13. All boundary dimensions shown hereon are field measured and are in QQD �� �n .ICENSED SURVEY BUSINESS Q , �/ O agreement with the Plat and/or Deed Legal Description unless noted OQN .ICENSED SURVEYOR 9 / P • p �� 7 p0 OVERHEAD WIRE/LINE otherwise on the face of this drawing. Opo �SO••..•.41,,,•..• 4;9%' Z OFFICIAL RECORDS BOOK 14. Street (s) hereon are centered in R/W unless noted. OO 0 •• .•Off'/ p o POINT OF CURVATURE p Q • p v9 PAGE 15. Building Dimensions and their ties to adjacent property or other lines are o . , , w2 POINT OF BEGINNING made from exterior load-bearing walls, ignoring overhangs and ancillary o '' ® ®: or'a POINT OF COMMENCEMENT attachments unless noted. Ties to structures ore made by perpendicular o � PERMANENT REFERENCE MONUMENT measurement from nearest property or other line. o • ® •A S b W o PROFESSIONAL SURVEYOR AND MAPPER 16. The Linear Closure of this surveyexceeds 1:10,000. oa ,==.,, 2EFERENCE BEARING UNE •0 ® 0. a RIGHT-OF-WAY LINE 17. Elevations if shown are based on the North American Vertical Datum of o , . Z 0 �;pk� o p w• >TORY 1988. Op .•`. �• -9 0' o_ PLAT CALL 18. Fences and other features' relationship to adjacent property line (thickest pp ® �••• �• � O FIELD MEASURED VALUE CK line on drawing) may be exaggerated slightly so as to not be obscured by pQ •'•• .. •••• X �QO DEED CALL CALCULATED VALUE, FROM FIELD MEASUREMENTS thick line. Dimensions listed shall override graphic depiction in all cases. 0080 4� y Qc,V RECORD VALUE 19. Dimensions for the proposed residence shown hereon are from the provided -88 1' 0 foundation plan. 000000000a�NQ = PROPOSED CONCRETE 20. See house plans for additional details. ,��,��� 21. Plat hereon contains no angles or bearings for comparison to field measured y:.../4 = PROPOSED GRAVEL DRIVEWAY values. DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE D SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE 10 0 CONNECTION POINT OF THE PORCH AND STOOP,THE O I2 TYPICAL ELEVATION DROP SHALL BE 4 INCHES. Z J Z Q 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N 0 0 Ct_ BELOW F.F. ELEV. REMOVAL SUMMARY m 0ce D 0 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN z"DZ TOTAL INCHES +/- 0.1 FT OF DESIGN ELEVATIONS. W I Q 147 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND p O 18 DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS N 0 H PLACED AT PROPERTY LINE. co c LAK 9 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE A 13 ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF 12 DESIGN. DRAINAGE LEGEND 00.0 00.0 FO REMAIN SUMMARY -:a '\.-- PRE-FLOW ARROW f- PROPOSED SPOT EL. REVISIONS TOTAL INCHES Qti- POST-FLOW ARROW X TO BE REMOVED 47 (00.0) EXIST. SPOT EL. PROPOSED SHALLOW SWALE 'RTLE 8 O TREE PROTECTION _-0 SOCK DRAIN PIPE WITH CRITICAL ELEVATION POP POP-UP EMITTER PLOT DATE. 09/11/2019 GRAPHIC SCALE DRAWN BY: KG DESIGNED BY: RDP CHECKED BY: RBI' 20 0 10 20 40 80 SCALE: AS NOTED JOB NO.: 71901.00 SHEET NO. ( IN FEET ) C_1 1 inch = 20 ft. �i Revision Request/Correction to Comments **ALL INFORMATION flHIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT L\ (� -Oz7 E `) ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: 1 (-)/Z—(t. Project Address: C� 1 C)CeQ fN. Ct. Contractor/Contact Name: rrn.e->`[O0.n C Lia—SS ( C_ (40,n'1 Contact Phone: JS I - 0 ©F5 Email: • • Description of Proposed Revision/C�orrrections: ( S affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments �^/hr. G,5reV CEJ CG/slp�°/tfis Department Review Required: or" Bull Planning&&Z ' Reviewed By --Tree Administrator Public Works / 9 Public Utilities 1 Public Safety Date Fire Services Updated 10/17/18 ALL 5�a7f; Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON HIGHLIGHTED IN \‘ ' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R51c -(27e-79 ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date:9/3o/1 Project Address: SE, Cea.n ED \tv�. Contractor/Contact Name: 1- (Y'\eC L Q-- I terr 1 t Contact Phone: 5 — ©3 Og Email: y '' ' cxc k 1 Description of Proposed Revision/Corrections: eAr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes(additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved El Denied ileNot Applicable to Department Permit Fee Due$ Revision/Plan Review Comments TAI i S does no-/- I nvo/v.P • ivy R-ev; P w co," rr•e•'1-h nt Review Required: Building, planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities /a–2 L 7 Public Safety Date Fire Services Updated 10/17/18 Gindlesperger,Toni From: ACH Permit Department <permit@achllc.net> Sent: Friday, September 27, 2019 2:49 PM To: Gindlesperger,Toni Subject: Re: RES19-0279 882 OCEAN BLVD Attachments: Revised Grade Elevation on Arch Plan.pdf Hey Toni, Thank you for the attachment. I will work on getting the site plan updated to reflect the correct code. I only have one question on all the notes. One note says: Height from grade: Please show the overall height of the house from the pre-construction grade not Fished floor. Can you please clarify a little bit more? Please see attached, is this what you guys are looking for? If not could you please advise. Thank you very much. --Sam On Thu, Sep 26, 2019 at 4:14 PM Gindlesperger,Toni <gin a?coab.us> wrote: SEE ATTACHED REVIEW COMMENTS FOR 882 OCEAN BLVD. THANK YOU, Toni Gindlesperger Building Permit Technician City of Atlantic Beach BUILDING-DEPT@COAB.US American Classic Homes, LLC Permitting Department 4550 St Augustine Rd 1 Jacksonville, Fl 32207 2 PAINTED BRICK FINISH (TYP.) _J. T L I T T I 2'X2' COLUMN WITH PAINTED BRICK FINISH (TYP.) OA" FINISHED FLOOR 01-0" GRADE 3‘‘ ,1 • a A SEP 3 0 2019 Building Department City of Atlantic Boach, FL PAINTED BRICK FINISH (TYP.) 2'X2' COLUMN WITH •••• PAINTED BRICK FINISH (TYP ) 01-8" FINISHED FLOOR 0'-0" GRADE - ng SEP 0 2019 City BuildiDepartment of Atlantic Beach, Ft