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2078 Beach Ave RFNC21-0020 Retaining Wall RESIDENTIAL FENCE PERMIT PERMIT NUMBER S• s; CITY OF ATLANTIC BEACH RFNC21-0020 800 SEMINOLE ROAD ISSUED: 3/17/2021 ATLANTIC BEACH. FL 32233 EXPIRES: 9/13/2021 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 2078 BEACH AVE RESIDENTIAL FENCE RETAINING RETAINING WALL $10000.00 WALL OR BLOCK WALL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169716 0030 NORTH ATLANTIC BCH UNIT 3 COMPANY: ADDRESS: CITY: STATE: ZIP: 0 & 0 CONSTRUCTION CO. 5790 ESTELLE STREET JACKSONVILLE FL 32254 INC. OWNER: ADDRESS: CITY: t STATE: ZIP: SHEPHERD ROBIN W 2077 BEACH AVE ATLANTIC BEACH FL 32233-5934 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. Issued Date:3/17/2021 1 of 2 RESIDENTIAL FENCE PERMIT PERMIT NUMBER fl or, CITY OF ATLANTIC BEACH RFNC21-0020 r •Jv v 800 SEMINOLE ROAD ISSUED: 3/17/2021 ATLANTIC BEACH, FL 32233 EXPIRES: 9/13/2021 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS FENCING REMOVED INFORMATIONAL Notes: All old fencing and debris must be removed from job site by Contractor. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 8 PUBLIC WORKS BUILDING OFFICIAL NOTES INFORMATIONAL Notes: BUILDING OFFICIAL NOTES Maximum 4-foot height of retaining wall. Retaining wall must be minimum 5-feet from North property line. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $17.50 FENCE 455-0000-322-1000 0 $35.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING FENCE PLAN REVIEW FEE 001-0000-329-1003 0 $35.00 TOTAL:$166.50 Issued Date:3/17/2021 2 of 2 MAP SHOWING SURVEY OF PART OF LOTS 75A AND 76A, NORTH ATLANTIC BEACH UNIT No. 3, R-C-B-5 CORPORATION, AS RECORDED IN PLAT BOOK 15. PAGE 93 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR THE POINT OF REFERENCE, BEGIN AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY UNE OF 20th STREET (A 40' RIGHT OF WAY AS NOW ESTABLISHED), WITH THE WESTERLY RIGHT OF WAY UNE OF BEACH AVENUE (A 25' RIGHT OF WAY AS NOW ESTABUSHED AND, FORMERLY KNOWN AS GARAGE APPROACH ROADWAY); THENCE RUN SOUTH 02'08'00WEST A DISTANCE OF 108.53 FEET, ALONG SAID WESTERLY RIGHT OF WAY UNE TO THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 02'08'00" WEST ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'50'00' WEST, A DISTANCE OF 100.00 FEET; THENCE NORTH 02'08'00" EAST, A DISTANCE OF 50.00 FEET; THENCE NORTH 89'50'00" EAST, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. 1111 20th STREET 40' RIGHT OF WAY - PAVED A REFERENCE • FOUND HAG AG NAB. F DISK.DISK. N POINT OF 672 P 1ezZ0 40 SCALE: 1" = 20' I eo 9 vOuNd�y/ ovig18Vb I� Y/^ G ,brDN„ /T o afo,L f_ ref6/IVP 'UGo -7-1 i''' PS20° ,eA523 IN NN IU, ( �QREO°R�t I IOFFOAL 5 POINT OF BEGINNING I N89'50'00'E 10.14'(FIELD) id99 ye„,, N 89'50'00"E _ _ 110.00' - - o} ?or' I PIgECAP ., -x -x - -x-z x115.' A C� x11.5 7'WOOD FEN 2. x ��98`OA17'". _. xIS4 18.7x I . d -Os' W 4 / P O �as / 613AK qG ht OAK o I ^0 O romp COAK e'oAK x14.8 15•PAIX to C' / 117 i'QW n IMO Q (x)• '.0__� 6 ,YPAU. - p n 0 ''.•I M gp3 bJ O 1.11 I g' xlta x1Z� 7/® 4 • ' • ,4. Q •e5'3��'7 roAK /iox14.8 ///x129 14. ,a82xlao TEL MPPO k-03 2 OAK a CV 0, B D,KOO 77 ��p 17.3'METAL 4 lbo N 0 v 9, N N POND 'f 2 3s2 1 l'...1 �`I nor 4 4 M1 d v��` z 0; I , tr• a, �� "20‘03x1.5924.4 45.900 D AIY 1. o Lx`>I>Iy Q ( * Z. i ©20 a4 - - x130 "14.4 _ .,i..�a N Aaw < W alb, - -x1283O'3.sn <t� . A! 3 R�` •3?,, S89'50'00"W ' 2(5:-.1-00.00' "a MAOX872 �A o �a5,• j' / 589'57'44"W 2 99.92'(FlELD) WNAY f- (V F 4�/ , 3 ^h f (t/ 1 N Y o I(I�l Il0 l ! ( x ../ ________y r I ' C ,/ / W i( i J / CO _______...-- T01' - - - - - 0A 066' /' / ' i NOTES: - -y p! y 1.THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. FOUND, IRON l 2.BEARINGS BASED ON INE NORTH BOUNDARY UNE OF LOT PIPE.ILLEGIBLE / 78A BE01G NORTH 8830'00'EAST PER STIPPLED / �� / 18128,DESCRPTION AGES�THROUGH 1130.RECORDED IN OFFICIAL ISS BOOK /1. / 3.NO BUILDING RE4TMCIION IDES PER PLAT. 4.SITE BENCHMARK AS SHORN HEREON. BENCHMARK USED IS A SET YAG NM.At8 DSK(1.83872),IN PAVQENT N A FRONT CF 2077 BEACH AVENUE.ELEVATION,.14.19(NAVO 0 1988} 5.DIV.41K7MS ESTABUSHED USWG G'S OBSERVATION IN � NAM)1988 DATUM,DATED NOVEMBER 17,2015. 6.LES RUN USING SPECTRA PRECISION EPOCH 50 11/1.2 THIS SURVEY WAS MADE FOR THE BENEFIT OF EQUIPMENT AND 1R81BLE VRS SOFTWARE. ROBIN W. SHEPHERD. 7.'WIPP•DENOTES WOOD POWER POLE. `o"l u u u u•,,,,,. THE PROPERTY DESCRIBED HEREON APPEARS TO \‘‘s`o��•W:B0/•, gT�,,' LIE IN FLOOD ZONE 'X'(AREA OF MINIMAL FLOOD ERt I F/c''•'ni''� HAZARD), AS WELL AS CAN BE DETERMINED FROM l•y THE FLOOD INSURANCE RATE MAP No. _ NO. 3295 `�': 12031C0407J, EFFECTIVE NOVEMBER 2, 2018• FOR =Igo _ * : _ DUVAL COUNTY, FLORIDA. =II W. BOATWRIGHT. P`i)A. STAT `� 'NOT VAUD WITHOUT THE SIGNATURE AND THE°RICRIAL FLORIDA UC. SURVEYOR 1dAQt°�lo.;'13295 SEAL OF A FLORIDA U90ISED SURVEY01 AND MAPPER.* FLORIDA LIC. SURVEYING &MAP 6P� fiE9 RJo 3872 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. 7a """ \, DRAWN BY: ADT NOVEMBER 5. 2020 FILE2020 1364 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 REF.:98-621(N) aINH3 or 1,NNW031113738 AG I. 1 18 SN1`11115311N0111503 00380100001113 SY 393 311101030 N310/ANON 3831.081151 10E SC'ON 33 1106 398803 831111 Tv 09 30816 38 1105 1331S 05138035138 110 111- IL0Z'9001!1,I[.11•08,00 AB •A,Ol.•//8001 3131131 0110 60116006 NI 011.05011313 0310119013 -11-,1•.%,l Tv'JS 0310100 [ 03M3N31.08/01043a 33N31.08/01043 1101683 104 11688 3V16 58101183 3111 '06 0 318/13 834011 OT 38 1766 31363603 a3Jtl03N3N 113313.1631183131.1.311130 31011 30VS00 NVW0V30 313 10N00 NI 30V8OHONV QOd NOV8311 1V0161.1 LZWO/Z0 11111118111 3111 891183313 0110 10 00X-.3>VII TV.31383803 TV 103 Ad00 801 '03018111110 03018/OH 313 3106 300010140 OW 5831601'51118 TY 08880 115)-V 61SY 1311 3000088000 NI 0321110010 Nv03VA30 31330600 Perna / '031318110003 SI 105 3130111650 31 03181105 38 11085 833501/3 0300)0 10H WV'H0 300116'C99-rOSY 60 51831(3111110311 3131 13311 11816 510N 30V3I NI ZISY1. 8 810300DIO 3 14011 X318311 O321NYnlYO 030010 1011 311301 1'111113111115 3111 '183980 10113106 518838 ON 0.118.101011 110013 INV TSI-Y NOSY 1)188 3ONV08JOV NI 0321840100 0344)0 1011 0418 90-0 111SY y�•„� 701111111)15 100W 00160 13111116 3508 351114 06/ 0 40630 086333380 3030 S/6311300038 133N TV50011 31 03003831 1151-0 11150 KW334180140300 III 081133115 1608831,9•,1.3NL NI 03ZINY1110 030110 108 088 1301.1'500-0 111S0 30 51038380038 ` / A 3303 3111 101.0-Al 83386156 8111118111 V 38 TV16 SONIOl108 1338 1185 51108 '03ZINVn100 030010 100 38 11816 31IMD11VH Tv N0LL335 N3d / E. i.i.w ONINO'OY ANY 30 560100Nro3 31380NO3 0001 08)0601 305VW811S OOtl 03441011100 330811 0180116 111311118 811330581 0340)0 10 TI 11111310 13131 350 OK-eD Ad Otl- w 3N14 MDT31 811391005 818 3000080000 NI 1.4 0001-94 598115 ON)0N3v 301140115 Ad 001 3139131 1160 353 31+Sd LC - d AC- • 31134101.NY 018'83/133 NOL ON' 115 38 TV.83311)1 ON0 menet TY `1 SOV3HN1/IB 331111 /0113106 039 01'0 33 11845 181131011 400.3•.8 TO +/.1 \'�/+/.l. 53011 3111 30 5601000 3111 83 03616sv SVM 60110118381 80630 ON608 03 3111 100/3101 DOY 010 38 11016 101131011 1310*.8H4 110 '050 09'0 33 11016 ` 35N3013NI 31100 10111310.1 133)5 10311830.90.0 TTI '030 09'0 38 1106 0811016 NI 3111181 TO 803)5 1801383111 --311108 J 83 S114806S0 80630 '-11401518110 03103081 SO 51131545 0V3HX1n13 8381111.0-,S / / 3138380 115388389 N - 11831111.')00 10031100 3111 00 3388080338 NI 11808,3111 1Jn815603 31110'OV A-.S O 83131100 11113 1011116.8 v 30011 TV.0111114 1381111 /•33110 VIA" 01 13111 30 ANY 30 3101110 3111 803 8 01018 3111 OHM/1030d 5805830 �/ 8060130 31380160 M N100 ANY 80'80130.103'13319081 3111 30 58651110 80 SWY 3111 'SSSL-0 M.NI 58 3010 81083815 00011.3131118 )10831 n 111330•11108 1103 530830035 60 11960 030103001M 5331 111 50036 0NV3,1 9158318 00113/ 5 SZ-06150 3058040300 NI 03133d 1036 38 TY.53114 8381 ONn08 TV 013 31/3660/538 38 8 1081800 31011 10N TV6 83311083 1131.5.003110113 381 m S-d 0000NV1Su 0 D 'S0NWV00 316/180 11114 500603/10 TV.1.11130 0411 000 9CS-* 11 11 ON0 8013- 1 581)4013081 345 100033 9 30008 0308 •Z3 D r NI 38 11616 531111011835334 3111 '11-3 010 14-3 50110081/5 00110 818 '6011311115603 3Nro O 30014 NI S101311313 0884131X15 188084 331008330 NI 0310311 3/114314 30 TV16 ONIl9 OW'833611'83311111 TV 0>V 111 01 580311 831110 80'00916'011180115'0000X13 0001100131 TV 309084 91-L 3050'.030110/1211S1330 0 O d CO .. 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KATHE, INC. Consulting Struc ral Engineer 904 16th Avenue North • Jacksonville Beach, Florida 32250 • Phone: (808) 217-4707 To: O&O Construction Company, Inc. Date: February 08, 2021 5790 Estelle Street Re: 5ft Timber Bulkhead Atlantic Beach Jacksonville, Florida 32254 Job No.: E21-004 Submittal No.: We Are Sending: The Following: x Herewith x Structural Plans _ Shop Drawings _ Mailed via US Mail _ Structural Sketch _ Letter x E-Mailed PDF Files Specifications Architectural .DWG No. of Copies Description /Action / Remarks 1 set Structural timber bulkhead sheet BH-1 "Building Permit Issue", dated 02/10/2021, digitally signed and sealed, for building permit submittal and construction use RECEIVED By Toni Gindlesperger at 9:38 am,Feb 09,2021 These Are: For Approval _ For Review Returned With Action as Indicated x For Your Use x For Building Permit Submittal x As Requested For Amending the Building Permit By: Christopher C. Kathe Copies To: RECEIVEDY By Toni erger at 9:37 am,Feb 09,2021 Revision Request/Correction to Comments -- _._--.-....._.. HIGHLIGHTED IN , City of Atlantic Beach Building Department GRAY IS REQUIRED. OFFICE 'S I 0i,.. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMrrttiRFNC21-0020 ❑ Revision to Issued Permit OR Corrections to Comments tate: ! V ii—t Project Address: 16'7 16� y.��r.,,,e- fd Eantraetar/Contact Name: /6) E 0 ( �'> r��, ,` ,t-t' I) A/ea i Contact Phone: C °it7 4-- 38” Email: /to C. 196t'/ /0/ E'G-' a0/. c?PI?, Description of Proposed Revision/Corrections: /tfle-i.e4 Ppe /:--2 _ C..0 t ve.,---bri, 'ill /7.1.1, 44e.hd liVie _i Ac,,L I affirm the revision/correction to comments is inclusive of the proposed changes_ (printed name) o W I proposed revision/corrections add additional square footage to original submittal? No LI Yes(additional s.f_to be added: ) • proposed revision/corrections add additional increase in building value to original submittal? iNo ❑*Yes(additional increase in building value:$ )(Contractor must sign irincrease inwaluation) / *Signature of Contractor/Agent: CJ ._,,: /1,-C AP' (Office se Only) 50.00 tApproved Li Denied ❑Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning REVIEWED Tree Administrator Public Works By Mike Jones at 3:34 pm, Feb 09, 2021 Public Utilities Public Safety Cute Fire Services Updated 20,/17/1E REVIEWED By Mike Jones at 3:31 pm, Feb 09, 2021 JOB COPY 744I I-'. �-___ LOT 7sA�"�� LOT N147'4'oa.48wE(DE4ii 4,8 25~E A c 2 g - Jp.e_ • ' '�-NO2'00'27"E( u � "' x 1 / , . 4.53' PADS FOR :1.6:-1. ,..,:4:4::, -�' A:0 FE ti (�CO 4 cliCONCcoponatits. u e.o' ri,,(0 9.8' J 4' e s J al. I 6 J2o' .a' 00 O t0 Z 1 o ca 0 tZ, s ? (pt. at 2 qo m-< i 0 P �v # AA mZ cu 0 Z "n' rn 01 mp v ..4 • • co S . • ...° -z ,•1. No .-.:^ 0 w >m o= I • C70 Nigo_ LI scr�a3� ' �p` I _S02.08'00"1 1 4.31 ' s j ?s74 141 4.48„ ca S133 `76,3 *i,D£Eb �T(, MtS1 i i R7w Ltii i 47- 7r ? /"CAcr) 31 47.5,,, ,AcT) ~; POINT OF BE it J V AJC BEACH AVENUE .-T-l- (FORMERL) GARAGE APPROACH ROADWAY, 25' RAW)) JOB COPY Robin Shepherd N 2077 Beach Avenue Atlantic Beach, FL 32233 • I, Robin Shepherd, have hired John McManus as my agent to handle the following projects: 1) Creation of a parking area on my vacant lot located immediately to the north of 2078 Beach Avenue. 2) Modification of the existing driveway leading to the house at 2078 Beach Avenue. • 3) Replacement of fencing on 2 sides(south and west)of 2078 Beach Avenue and the addition of a fence between the 2 properties (house and vacant lot) . I authorize John to obtain all necessary permits from the City of Atlantic Beach and to find and hire acceptable contractors to do the work. Robin Shepherd John McManus • Cell:904-910-1108 johnrncmanus3@mac.com 'BENSONS BR` BUILDING PDRVIT CCK V'-0't SSUE 0I/I6/21 _ TO 1160 Of DEADMAN VEHICLE GUARDRAIL p]i< DESIGNED BY OMp15 � 0 ' 2•.0 PT SVP HOTVN DIED ( TOP Of WALL NO.2 CAP GALPPIZEOI •• ELEVATION VARIES, 0.10 ACD HEX I 1111WT AND ASHE i•PUTS N. EL+VARIES TOP OF P • .. ..V..._ WASHER U1+ NOT DIPPED ' • GALVANIZED a ROWS 00ve•PT SIP.NO.2 12^w.211)P.307 U 1I , NEN NUT ARO RULERS((M ACO(TIP} z N 2'P 11PYY STAGGER JOINTS N 3•.0 T CAST DIPPED CONCRE N CEAOIAN, _ 00U WASHER WALERS.JdNTS SHALL VO ' ALCM W/B'BUTT DIA GALVANIZED OBERMESH CONCRETE W b V PILE SPACING 'A..v 10'-0' •,� _ HOT DIPPED HEW NUT AND / b T GALVANIZED R00 ROSIER•PLATE s to in F. WASHER Yp��7, +`o . • U S�z FNg V S-0' 8�2•TC.r-0'P.T.SNP BE •' �� Nat a60 ACO SHEETING b w k - • 1d-0 W"9 ie$^a FASTENED TO BALERS . r'��,V �II O}�i G'y'" w/2 DIW-206 NOT III F Go CALVAN13D MAN$EACH SHEET. H-a EL+WOES 12•w v 2W'OP v 36% N TOP 0 IED I % / I I-� CONCRETE DEADMAN. /.'W.td-0' _5 I'/��C COVER INTERIOR.FACE HOT DIPPED Y y1P;;��;V V OF 9RETRG W1M CAST IN PLACE w/ Ir RCD U 1 b FIL1EA QOM CASTFIBERMESH w/•1E PER SECTION • FASTEN 3'412 WALERS > TO/OAR.e�u ERLOCNSIP.00.2 wALERS a'BUTT DIA. TIMBER%UNGy 10'-0' RL MP NO.2 SCREWS 4 ROWS 3..8.PT \ �aAO ACO(TTP). •5'-0'O.L. MO NCO SHEETING H DIE. r '[{ Bai� -_a_JJ-__� � u.__� aJ1 � T.__ J-y_____a--.a__� �._ __a__. c.. — C BUTT HAA 10'-0' THE 5-0' TIMBER BULKHEAD DESIGN ASSUMES THE --- w PILE.0.60 ACO O 5'-C'O.C. TOP Of THE CONCRETE FOUNDATIONS Of ANY ADJOINING BUILDNGS, N 2' ARE A MINIMUM OF -O•Raw,GRADE AND A MINIMUM DISTANCE OF 10'-0'FROM THE FACE OF THE 2'N'VERTICAL SHEETING. EL+VARIES 5,0' 2-0' BOSOM OF PILE 2-0' S� W (.J Q Z_ o0 5'-0" MAX. TIMBER BULKHEAD SYSTEM 5'-O" TIMBER BULKHEAD SYSTEM TIEBACK/DEADMAN LAYOUT 5 32o BOLE V.'-1'-C SCA: V.,--I'-0' Q 6" U ill W m 5711011561-11111E5 = L. OU LENGTH 1' 0 0 DESIGN LOADS IN ACCORDANCE 111111REQUIREMENTS OF THE AMERICAN SOCIETY IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED.OR UNSTABLE SOIL D OF CIVIL ENGINEERS'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER THE ENGINEER SHALL BE NOTIFIED. m F O STRUCTURES'.ASCE T-16. W O Z 15S PROVIDE ALL TEMPORARY BRACING.SHORING.GUYING.OR OTHER MEANS TO <O ALL LUMBER.TIMBER AND RUNG SHALL BE PRESSURE TREATED IN ACCORDANCE SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 0 N WITH AYRA STANDARDS C-2 AND C-1a. THE PRESERVATIVES SHALL BE IN Q 0_ ACCORDANCE MM TT FEDERAL SPECIFICATIONS w-571J AND TTW-536 AND AWPA VERIFY ALL DIMENSIONS VANOVIL/SITE DRAWINGS O Al STANDARD P-5. LL ME BULNHEAO SYSTEM ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR "°.%;/' OM.DEPTH.LENGTH r ALL ROUND TUBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH JSMo-25 CONSTRUCnW MEANS.14.11009 TECHNIQUES.PROCEDURES,OR SEQUENCES;FOR .. CONCRETE OEADMAN. p1p WITH CLEAR WOOD STRENGTH VALUE AS IN ASTM D-2555. THE ACTS OR PERSONS PERFORMING TOF THE HE WORE ARCHIT CT. ;ALLURE OFCONTRACTOR. OR ANY ANT MEM TO CAST IN PUCE w/ 3 TIMBER RUNG SHALL HAVE A B'MINIMUM BUTT DIAMETER O 5-0•CLC.AT ME CONSTRUCT ME MERE IN ACCORDANCE MM THE CONTRACT DOCUMENTS FIBERNE91 CONCRETE Aga/ 5-C TUBER BULKHEAD SYSTEMS.AS INDICATED. CHPoSTOHE.. Ln DESIGN ASSUMPTIONS ER C NATHE'..' THEORETICAL SHEAR ALL RUNG IN GROUND SHALL BE O.60 ACO. ALL 2•m•VERTICAL SHEET MATERIAL THE FOLLOWING DESIGN INFORMATION WAS ASSUMED FCR ME ANALYSIS OF ME CONE INFLUENCE 11 SHALL BE 0.60 ACO. ALL 3•.e•WALER MATERIAL SHALL BE 0.10 ACO MATERIAL TUBER BULKNDS: UNES A�A\ ALL 2'.B'CAP MATERIAL SHALL BE 0.10 ACO MATERIAL ALL UMBER AND TIMBER SHALL BE STP NO.2 OR BETTER WITH AN ALLOWABLE PINE _74 �� PA- 31 REF+33 PSi L1GIT VEIIICE 100 PSi SURCHARGE " / ` BENDING STRESS RDI-1200 PAL IN ACCORDANCE WTI SOUTHERN YELLOW PINE • 0 PCF IN -330 PSF LEVEL BACKFILL �� HOT DIPPED INSPECTION BUREAU GRADING RULES SURCHARGE LOADING'RCM CONCRETE FOUNDATIONS OF ANY ADJOINING GALVANIZED ROD BUILDINGS SHALL.BE A MINIMUM DISTANCE OF 10'-0'FROM THE FACE O wwwwst PER SECTION ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BELTS SHALL MEET THE 2'.6'VERTICAL SHEETING REQUIREMENTS T ASTM A-325.-153TYPE I.AND HOT DIPPED L MEET GALVANIZED IN 'A'�"m n.- ACCORDANCE WITH ASTM A-153.THREADED TE ROES SHALL MEET REQUIREMENTS O THE PRECEEDING DE9G0 ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL W'-'v'��'e ASTM A-b AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. AND BAIXITLL MATERIAL WITH NO ORGANIC MATERIAL PRESENT. ME STRUCTURAL LOCATE HOT DIPPED GALVANIZED TIEBACK NUTS SHALL MEET THE REQUIREMENTS OF AST14-563.GRADE DH.AND HOT DIPPED ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SOIL R ENCONNTERW. f MAN ROD AT MID-DEPTH OF CAST IN PLACE GALVANIZED IN ACCORDANCE MTH ASTM A-153. CCN CONCRETE DEADMAN CHECKED ALL NAILS WASHERS,AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. JOB COPY N{���� �CyCT TYPICAL TIEBACK ROD ANCHORAGE IN CONCRETE DEADMAN ALL CONCRETE SHALL HAVE fc-]000 PAI WITH FIBERMESN. THE MINIMUM Ol/I!/aw, DOSAGE RATE Of THE'MERT ESH'FIBER REINFORCED CONCRETE SHAT BE REVIEWED 3.01DA PER CUBO YARD. THE FIBERS SHALL BE VIRGIN POLYPROPYLENE By Mk.Mom Wpen,FebE 3021 01,1011 AS NOTED SCULL. 1 /�' 1'-os FIBRILLATED FIBERS VARWNG IN GRARATON AND LENGTH FROM Y. TO 1Y.•. E21-OW ALL REINFORGNG STEEL SHALL BE GRADE 60. MRTT ALL FILTER FABRIC SHALL BE No.35 POLYPROPYLENE NONWOVEN CEOTE%TLE FABRIC AS MANUFACTURED BY ACE ENVIRONMENTAL.INC B H-1 ViELIT I Q 1 , MAP SHOWING SURVEY OF JOB COPY PART OF LOTS 75A AND 76A, NORTH ATLANTIC BEACH UNIT No. 3, R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 93 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR THE POINT OF REFERENCE, BEGIN AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY UNE OF 20th STREET (A 40' RIGHT OF WAY AS NOW ESTABUSHED), WITH THE WESTERLY RIGHT OF WAY UNE OF BEACH AVENUE (A 25' RIGHT OF WAY AS NOW ESTABUSHED AND, FORMERLY KNOWN AS GARAGE APPROACH ROADWAY); THENCE RUN SOUTH O2'O8'00'WEST A DISTANCE OF 108.53 FEET, ALONG SAID WESTERLY RIGHT OF WAY UNE TO THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 02'08'00" WEST ALONG SAID WESTERLY RIGHT OF WAY UNE, A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'50'00' WEST, A DISTANCE OF 100.00 FEET; THENCE NORTH 02'08'00' EAST, A DISTANCE OF 50.00 FEET; THENCE NORTH 8950'00' EAST, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. 20th STREET 40' RIGHT OF WAY - PAVED FOUND MAO NAIL &DISK,LB3672 POINT OF REFERENCE ? ° iI o SCALE: 1" a 20' 'niT o a os 0 0 0 31-1- 0 0I, N N 0 D I O N 7 p, vi O'� R.0,1 16.9719-,--70g. 91 17�.PAGE 203D =n 1 RECORD .z g3 I I °FT'q POINT OF BEGINNING I N89'50'00"E 100.14'(FIELD) / F1)II6Li/A ROM N89'50'00WE _ _ 100.00' (( ems / PUDE,NOCAP K x x x x L�^ +V4p5 a'��''QQ [) �EVCE�L .� X14.5 7'W000 FEN+12e _ 1O6"OAA' xl14 16.7• / OAK COAK f . ' CI'- ,1 W 0.5' I2"OAI� �' I 0 / P O '.116 4DAx 6'oAK <' d v / ,, CO�O Ci r O 7e-� D�, ^-e K14.e isvALM. In In / ^ .0I 11'OAK�' �% 8 4 v" F O }77ALY x1 - N ' .,z- 0w ,0 '. fV '11.6 x126 6Q ( `'. 4 .'41'BAY 14.SL p ft '.6N TppA`1` O "1". GI 10 I MK *14.6 "PALM 0 / N/ ix I/// �•I`x .12,6 ,4.. •3.6 .110 , I OM TEL SER. ��Q 3 r r 'L PP x e'oAK 1.2 r J 77 © 7.3.M � OCV� F.m 1 r. POND 2e 3.52 I . '.5. as • �.9, Z�' 12•. •11 MAILBOX a I •PAM ,• „,p r. i 1 Q - Q� :,° 012.0'3.1_,5_\ 120 -V- 14 - _ x13.0 -x14.4 _ J alb N VI 9KC I 1V0'0.141' L PIPET LBx12.6 108 1360 a., 3 V0V .11.7 • 9r SET MAO NAIL 4,,,41- 4. 4...c. ' ' S89'50'00"W ' f 1 100.00' &DISK,LB3672 0 p� S89'57'44"W 99.92'(FIELD) CAY T zu� W 1 .. (V3 A Z. / iNn ZZ0 W / / o /15 / i V v Q g / CD u. / °_°,1�!°.0911 / •D / _4,0 OCF1960-il . t ss-ss, r: - 1�1N�IS A BOUNDARY AND TCPOCRA HIC SURVEY. ?FMK/1/2'IRON Oft.r 2.BEARINGS BASED ON THE Np2TH BOUNDARY UNE OF LOT PIPE,61EGIBLE 76A BEING NORTH 6930'00'EAST PER SUPRJED P � / DESCRIPTIO/AND,RECORDED IN OFFICIAL RECORDS BOOK 18126,PAGES 828 THROUGH 830. /\ / 3.NO BUILDING RESTRICTION LINES PER PLAT. 4.SITE BENCHMARK AS SHOWN HEREOI. BENCHMARK USED IS A SET MAO NAIL AND DISK(1.83672).IN PAVEMENT IN A. FRONT OF 2077 BEACH AVENUE.ELEVATION.14.19(NAVD 1988). 0 5.ELEVATIONS ESTABLISHED USING GPS OBSERVATION IN "/ NAVD 1988 DATUM,DATED NOVEMBER 17,2015. 6.CFS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 THIS SURVEY WAS MADE FOR THE BENEFIT OF EQUIPMENT AND TRIMBLE ABS SOFTWARE. ROBIN W. SHEPHERD. 7.'APP'DENOTES WOOD POWER POLE THE PROPERTY DESCRIBED HEREON APPEARS TO UE IN FLOOD ZONE "X"(AREA OF MINIMAL FLOOD HAZARD), AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. i,\._ 1 )V.._______.k. 12031C0407J, EFFECTIVE NOVEMBER 2, 2018, FOR DUVAL COUNTY, FLORIDA. DONN W. BOATWRIGHT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 'NOT VALID W,THOUT THE SIGNATURE AND THE ORIGINAL FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER.' CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: DRAWN BY: ADT NOVEMBER 5, 2020 FILE: 2020-1364 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 REF.:98-621(N) Building Permit At�1nlicatior`� B COPY O , 'j• REVIEWED FOR CODE COMPLIANCE 2.9.2021 - P'f�' ) City of Atlantic Beach Building Department "'ALL INFORMATION 800 Seminole Road Atlantic Beach, FL 32233 ,' ./ if. - HIGHLIGHTED IN GRAY r IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us �O`/' OQLtCk t M I Q. , ,1 i 1 ���-33 RFNC21-0020 Job Address: f-1'i'� 1�N77 1tC� �� F-(, Permit Number:I,_ Legal Description 15 '-l3- 9-2S-2cre. 73 tVo.'f t f�lAt1h_'Dit ur#_ PTiplcRE# Vg 71 b-LSO 3 D +ir�SR, 7�A- !g/ )24, 87 Valuation of Work(Replacement Cost)$(P,Dcx too Heated/Cooled SF Non-Heated/Cooled • Class of Work: [dim ❑Addition DAlteration DRepair DMove ❑Demo ❑Pool OWindow/Door • Use of existing/proposed structure(s): ❑Commercial OResidential • If an existing structure,is a fire sprinkler system installed?: DYes DNo • Will tree(s)be removed in association with proposed project? DYes(must submit separate Tree Removal Permit C)No Describe in detail the_type of work to be performed:CQvSiPL - fff/tXU �ft �� L J'FL' Pc 10eN !/ fi(aSL/ a, by raevr,2off) SApr1e II.Fr�IYti- C'ic I✓wSfrNy R11 put ((}rJ)• CN-1 .D1c4 WAll r EE- JJ'oArck ch--7-o_1rj. Florida Product Approval it for multiple products use product approval form Property Owner Information Name R\;Dbtnf ShQ ytret Address got-17 B 0-11 1-1v. City (44 !RniA,e-- State f L- Zip -3dPhone 00'4 - 57 (- 3Etf E-Mail r5 • ►.. • ,' (\frk . CT, m Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company (2 D 11`s f/4( re.J ea, Qualifying Agent (!h4 r' IGS ir. 0 Al r I Address 5-1_90 '&-{ t(LE ' + City Yd I I.t State FL. Zip 3 Office Phone OLf- rj�3-L( Job Site Contact Number G1GLl_ 3, - 3{ "7Lj State Certification/Registration ftI- ,?S<_ E-Mail 01 CO-4i )3 EA O.o/. &),n. Architect Name&Phone# Engineer's Name&Phone# 1�ri5(oPl\s:ir L l A T N .6- _ Workers Compensation Insurer 12)1`101‘1E 1-z-l-e I &./ApiDLfU_.-6,(5 OR Exempt o Expiration Date 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 addition to the requirements of this . permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there maybe additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTICE OF C MMENCEMENT. . (signature of Owner or Agent) (Signature of Contractor) , ignggd and sworn to4or a(F�(rrt+t )before me this day of Signed and sworn to(or affirm'd)before me this day of t- L � ( a C 1tv t/ P(iECD ,�a;JA ry , r�G. ( ,by1�t7A�'I ' G €)'1\(ra-- - 'm"Q flea#-kl �.r .� (SignlAwaf A G.,6)NEAL =• _ COhStr'.ISSI'J"i#G3553176 I -'.LLES7. I" c,:.;yP,sblic,State ofFlorida (CO," .,BION I A :::y Cimtn.Expires 2/2122 •j Personalty Aber 6,au rson..ly Known OR til ?utit(�cdcterlt v • Ex" LS:Do i:olntnissionNo.GG1ii8440 }Prortc{ces# • . •,t.tr,- f J Produ.Fl . Identification Type of Identification: - •� - - u:w�. . Ty. !.,,=-= tification: JOB COPY RFNC21-0020 NOTICE OF COMMENCEMENT NOT FILED State of 1 N2 Tax Folio No. / w t—1( (0 - (303 J County of ! L. V 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. Legal Description of property being improved: - 09.- 2... - E . Z 3 L , r t _ 0e.1\ (fin t 4 3 L04 —74 , 51 716+1 Address of property being improved: 2-07, V fl✓ev7�7 /Gnh L j' i�/ IL 3 - - 3 3 General description of improvements: t./-'✓ , /7H'i+Q ,/kt!Cle.V-kt d1V7 re4e , Add 9ra.'"� Owner: /2c �i�'�l�a z� Address: 2' 7 7 ,13 471-4,,,AL ,Beh 322 33 Owner's interest in site of the improvement: 371i i✓��j ,( �I.IGf rye:+> j7cc.( `tc/r-y . Fee Simple Titleholder(if other than owner): Name: • Contractor: ray LOwn v>' c.Y4-44 s/- G 0 f O j j,�fyracf,.,-; Address:J- 3 3 7 ale ly D lit 6✓max 3z�2' 51.9'6 A."744/1.. 51 �7T 3:7-2 --, Telephone No.: jd f'.��52-4 r l� �r++rt Y6 ."'!759- 77 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 improvements Name: ly/A 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 Lienor's Notice as provided in Section 713.06(7)(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 fro ' he [ recAttoggEh§fitat ate is tr specified): ,i "•.,Le F� ' c' -inns _ ,;,� -- }i,ar\'rub' US�cr�f to THIS SPACE FOR RECORDER'S USE ONLY OWNER , ,.ra. MAi Signed: Date: Z• ( Before me this day of -L* 0 Cgynty of+ I.State Of Florida,has personally ap.-.rid y L" ,7__l Notary Public at Large,State if f1.rida,C+nay o*Duval. - My commission expires: ./ Personally Known: :40011111111-- or Produced Identification: 111 - _ RFNC21-0020 JOB COPY O&O Construction Co. Inc., N ,� 5790 Estelle Street Jacksonville, Florida 32254 Dockbuild 101 rc{?aol.com 904-783-9479 904-635-2237 December 30,2020 John Mc Manus 2078 Beach Ave. Atlantic Beach, Florida 904-910-1108 Johnmcmanus3(u mac.com Bid Proposal Will construct approximately 32 flt_ of wooden wall (as drawn by Engineer)same Height as existing wall,will cut old wall off at top 2 boards down. Cost for wall: $9.200.00 Eneineered drawing: S 850.00 If you have any questions,please call Eddie cell 904-334-3877 Respectfully, Edgar L.O'Neal fel 11" P6je : //3 /