Loading...
1629 BEACH AVE - SITE ENHANCEMENTS SURVEY DEP POOL OAIPGLE POINT OSITE R-46 MAP SHOWING SURVEY OF LOT .............. ............ ..... 120.9 -�0!............ LOT 1 0� LOT 6, NORTH ATLANTIC BEACH - UNIT NO 1 R-C-B-S CORPORATION AS RECORDED IN PLAT BOOK 15 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EAST OF AND BETWEEN c6 8.6 6.0 1 THE EASTERLY PROJECTION OF THE NORTH AND SOUTH LINES OF SAID LOT 6, TO THE EROSION CONTROL LINE OF THE 11_1� 20-0! Ln'w I -- I I ATLANTIC OCEAN. 04 Ir CONCRETE rn DEWEES AVENUE (PER PLAT) rn-z I I PORCH EUTHENIC5 00 CLOSED PER OFFICIAL RECORD BOOK 15646 PAGE 860 _CA.0* 7.0' &EE L3 FOF,, E)EF &ECTION ANED 51TE FLAN 137.6 q ISEE L4 FOR F.,) T*01ENISION LINEe FRO�l CCCL LANE) ARCHITECTURE 01 COMMUNITY PLANNING ........... 11 2 I'll`1-0! ................................................................ 117.0 �5EE L5 L& FOR ENLARG:;ED F�00L FLAN5 UR15AN C)ESIGN X LOT 9 9304 333 14a3 kellmoreacomcastnet CONNECTION LINE 5ETWEEN NORTH END FURTHEST VERTICAL WALL TO 5OUTIIIIIIIII4 END FLORIC)A REG. NO. 1160 Q 1 P zo 410 GEORGIA REG. NO. 668 SCALE: FURTHE5T VEfRTIC;AL LINE 1 20' 201 . 9477 LOT 8 SEAL STEPS 5� 110.6 -2� X 0.5 0 ;x; ...... APPROXIMATE EDGE rr ATION 2 OF VEGET '0 Cl BRICK N=2184447.9 X 4,2 rh 3- -7.5 1 E=530836.8 ��ED 1 1. 1 1 1 1 xA I I I OD I WOOD STE FOUND 1,112- 11 1 IRON PIPE-& CAP x?.5 LA K \ I x A2..6 LA *LB 4603* LU I . F. .............. 1 09.65' (F' A A 20- LOT 7 2,1'r o4 X0.7 x C-4 ICY I /1, 1 -A .cof 205.5 \1 UQ -00 57 1 1 XA5 A.A co I x 3.71 A68 I It -7 111.7 14.5 C4 5 n 11 1 5.Er'0 i \60M 111 � 00 _0V3 4�� low"_ 5z! 0 rn';0 III I - x 17-.'3 1 1 0; N83 k �1. 1 6 -,7 It I- I C)-)U_ STEPS '3 4071 -.5) X17 A C FOUND 3/8- 1 6.0 7-1 A� vww-- - \ x1ro "7 1 164 1 '0 1 20.7' 1� Cy RE-BAR, NO CAP ,(3.cj:s w( 1 .95 1 x6.9 L0 .6 7. 20.66 X-7 d Lj 12.7' W 101 iticK wS 0 xb� I C-2 x-A.4r x 9.,5 Uj X6.5 xG. 0 L-12,ru") i x C3.1 I L, I y I I I I X 'z-f 11 1 it �-3.0 CN -;0'z'3 Z; Q> U) 0 Z5 4. x 01 1 0 R LINE ......... ......... ex .4, ry ncu 2.0.99 WO ID MEAN HIGH WATE rn 9 6 tn ) I I I Vq 0.8 i�n- -;-u,,,!2 1 1 k C� 01 1 1 4 iz \ - %_1 I x IX5. \x 15.1 (ELEVATION 2.2') 0 un 0 .......... rn 116 rzn_4 0 rn C4 0 ow X1 ra Go M 0 x Z 0 U. 1 01-2 CO 0 z XG _-0 rn wo 0 STFPSI 0 ............ 0) BRICK I _n W -n S, 7-7 C'� - SEASONAL HIGH WATER LINE 9., Lij Ir 8.11 ,. PAVEK 0 --< ;U"k 0 . 0 -73 (ELEVAT 0 ui 0 P 0) ION 9.85') CD 1 0 �) 7 9 T_ SIG ...... oo I C'q 7.0. X9.2 0.0 X Cc rn Q;E; 0) OCL x FOUND 1/2- &_6 N .-I CIO x r w 00 0 20- X63 N t-4 "LB 6076* rn 010 rri D.N.R. MONUMENT NO. A18 \A TO IRON PIPE & CAP E > U_ N=2183562.4 ............. .... ETE 0) 98 U-2 XA W E=374065.2 ...... 0 I fe I .. . ...... w_.; -71 21 5.79 4j ........:....-:�::::X z I 21D. - LO 117 2&0-' 3'4U F_ �."kFIELD) N63 CONCRE "W >0j S83 4!11 "0 11-U I Iz rn r 11.0, Ict 0 M 0 M j < X w 6.6 1 9 107- 0 . > ...... FOUND 1/2- 1 119.3 :�6 z in IRON PIPE & CAP 10 z LIJ LB 4921" b r- Iz rn rn C3 U)100 0 00 L�1'C'n" 0 _1 LOT 5 Ln 99 1-0 N=2184398.3 --1 1;0 rn 0 M E=530834.2 ;0�a rn 0 <a 11 rn __4 IC 1)THIS IS A BP' UNDARY AND TOPOGRAPHIC SURVEY. (too 1;00 rn ;Ir - 2)NO BUILDINq RESTRICTION LINE PER PLAT. 0 3)BEARINGS BJkSED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 TO D.N.R. MOAUMENT No. 72-81-A19 AS PER THE COASTAL rn 0) BRI�K CONSTRUCTI CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS '0 (.0 ................ ............. --3- RECORDEDI MAP BOOK "C", PAGES 72 - 72H OF THE CURRENT 16-0! PUBLIC RECO DS OF SAID COUNTY. 4)THE EROSI CONTROL LINE WAS CALCULATED FROM STATE PLANE COORDINATES OR THE COASTAL CONSTRUCTION CONTROL LINE AND THE 1'*.0' 8.0! EROSION CON OL LINE. ;R 5)BENCHMARK USED: A-17 BRASS DISK 1.0' BELOW GROUND LEVEL 15' rn rw SOUTH OF EDIE OF PAVEMENT 18TH STREET, 2.7' WEST OF EDGE OF LOT 4 �i PAVEMENT OF-ISEMINOLE ROAD. (ELEVATION = 10.89 N.G.V.D. 29) -00 _j to CONVERTED VATIONS TO 9.79 (N.A.V.D. 88) PER NATIONAL GEODETIC 122.0 43.1 1 FENCE '9j S-TONE COLUIANS SURVEY 'VER ON SOFTWARE. SITE BENCHM K: (AS SHOWN ON SURVEY). 6)UNDERGOUND UTILITIES NOT LOCATED BY THIS SURVEY. 7)MEAN HIGH .WATER LINE (MHW) BASED ON EXTENDED DATUM FOR TIDE ......................................... TION 872 291, JACKSONVILLE BEACH. MHW=2.2 N.A.V.D.(1988) WITH ............... STA FENCE NG 6' WOOD WA A TIDE RANGE OF 5.1 FEET 108.3 910 8)SEASONAL GH WATER LINE CALCULATED ACCORDING TO CHAPTER SHEET TITLE FOUND 1/27 IRON ...... PIPE LB 3672 8.0 WOO 16B-33.002(4 ), FLORIDA ADMINISTRATIVE CODE, MHW(2.2)+(1.5 X TIDE Two STOR-'( CONCR COVERED POOL DEC LOT 3 RANGE(5.1)= 9.85' Y, -fONE F 9)EROSION CqNTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED FSIDENCE S LOT COVERED No. 1611 2715 41. PORCH PROPERTY, A3D WAS CALCULATED FROM COORDINATES OF SAID DNR 74 CONCRETE FLOOR ELEVA'nON MONUMENTS, As PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, &ITE 11 8-91 FLORIDA, AS FECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF P "NG SAID PUBLIC ECORDS. 'WALL 10)COORDINA S BASED ON STATE PLANE COORDINATE SYSTEM, EAST 5UfRVE%I qOVI STEPS ALUVAINUM RAIL FENCE ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL 5OATWRIGHT LINE AND CIO ERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 109.3� 11)THE GENE PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK SURVEYORS PAGE CL 12975, 81 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLO A. 135.1 70.9 12)THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY Ui APPRAISERS qFFICE IS KURT PFOTENHAUER. ........................... �.6' 1 ". il ............ �y MASONRY 2-STOR 5 C)ATE ISSUE[) AIL and 16,9' FOUND N pF-SIDENCE # 160 /;2 F APRIL 5, 2016 DISC LB 3672 7 IR014 .50 PIPE LB 2 1 1 20.0! 1 BRICKPAVERS This, apnrc THE PROPEIIkTY SHOWN HEREON APPEARS TO LIE IN NB zoni!.,,j M== :711 REVISIONS *19128"E .52� FIELD d ev o,-,. FLOOD ZONE "AO" (DEPTH 2'), FLOOD ZONE "VE" (EL 0 LOT 2 151.3 14), FLOOD, & wit'. ZONE "VE" (EL 16) AND FLOOD ZONE "X" n BRICK PAVERS (AREA OUTSIDE OF THE 0.2% ANNUAL CHANCE -1 �'-j�urt' of tr- o Wu� j 6suarice of a FLOODPL .,,'aticiai prior to the i Al�) AS WELL AS CAN BE DETERMINED FROM SEP 2 7 2016 THE FLOOD� INSURANCE RATE MAP NUMBER f-__� SCALE 0) 119.1 ................................. Approved 0; .........7 1.9 12031CO40PH, REVISED JUNE 3, 2013 FOR DUVAL unity Development Director Date: 20' COUNTY, F ORIDA. ON -------- 2016-0152 24 x 36 LOT A LOT NORTH SHEET '1zN0 D.N.R. MONUMENT NO. Al 9 ANGLE POINT N=2183631.5 tktk- OPPOSITE R-47JV_'c� I E=374888.1 THIS SURVEY WAS MADE FOR THE BENEFIT OF KURT KL20-0! LQ PFOTENHAUER AND NANCY PFOTENHAUER. JAH F- 12 FEBUARY 19, 2016 EUT�4ENIC& STUD 10 LAND ARCHITECTURE TWO 15T`OfR'�� FfRA�IE COMMUNITY PLANNING URIBAN DESIGN (0 1304 333 1483 kellmoreacomcastnet FLORIDA REG. NO, 1160 GEORGIA REG. NO. 666 NEW CMU 138' LF CONSTRUCT WALL IN SCREEN WALL--\ 5' PANELS FOR FRANG151LITY % 15.5 >(IB.3 2'' STAINLESS STEEL POST (4' O.C.) DATE PALM AND 4-65T CA5LE WIRE FENCE 5 1 all PLANTING TYF, 5OLTED TO DECK, EA. SIDE SAND SET TRAVERTINE PAVERS ON 13113 STONE 5ASE PLANTING 10 05 SEAL 1\1'�13 I (o x 12 SOLDIER 5ORDER SEGMENTAL WALL FACE FOOL PLANTER 1(0 x 16 ON 450 POOL DECK EaUlFMENT TRAVERTINE MUD SET PAVERS ON CONCRETE 41 1 - 011 -SU5-5ASE (�l _ 011 ago — roll MEXICAN 5EACH PE55LE 5AND 5EHIND COPING - oil i N TROUGH TWO &TlOfR**� FfRA1**01E F INFINIT"�' FOOL W 21.2a' fRE511DENCE 21.20' 12 ' x 3 2 ' 1 1 L a Z + + W W SHOTCRETE y > 1&2e POOL WALL UJ GRAN I TE WE I CAP FFE - 21,2 a ' a 0 -q W Z W [a LU CCI 0 3 CM TRAVERTINE 5ULLN05E /P TS t-- (EA. SIDE) SPA COPING - V x 2' \_ 3 CM TRAVERTINE 5ULLN06E z POOL COPING - V x 2' POOL DECK - SEGMENTAL WALL TRAVERTINE MUD SET FACE PAVERS ON CONCRETE SU5-5ASE 1(o x 16 ON 45- TRAVERTINE STEPS ro x 12 SOLDIER 50RDER__\�_ SEE E-LO 10 10 Ica PROPOSED DATE PALM PLANTING PLANrrING + TYP. LO 1 .01 14.0' 13.0 12,01 NEW CMU SAND SET TRAVERTINE SCREEN WALL + 80' LF PAVERS ON VS STONE 5A5E + I J + + + + SHEET TITLE ��13 x x1B.1 \—SAND SET CONCRETE PAVER PATH FOOL LA`�OUT FLAN City --Atlantic Beach DATE ISSUED Planning and zoning Department This approval verifies compliance with applicable] APRIL 5, 201ro njna, and other local land ZOM f;MVI-SIONS ?f"--1; not constitute e i h 1, n., n­ij,,-)(, n t y of th". Must bE :e!J�-�- ' of a Beach Edilmilc 1"_)fficiai prior to the issuance ONE 5T0fR`r i t Building Permit. SCALE Approved By: 16 ]�C�om uni�ypment Director I = 41 Date: r ON 2411 x 36" NORTH SHEET AM L5 12 EUT�4ENICS 5TUED 10 L INE LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 1304 333 714a3 kellmoreecomcastret TRAVERTINE STEPS FLORIDA REG. NO. 1160 REPLACING EXISTING GEOSZ31A REG. NO. 666 CONCRETE STEPS TRAVERTINE STEPS 6'' RISER, 12'' TREAD CONSTRUCT WALL IN NEW CMU TYP. TRAVERTINE LANDING, TYP. 5' PANELS FOR FRANG151LITY SCREEN WALL--\ F 1-3a' LF _77 T_ PLANTER WfIfle D.I. 3.21 3' WIDE SANDSET TRAVERTINE PATH z ADS I-U, M LLI I I 1�x 11111 5EAL TRAVERTINE LANDINCZ, TYP. D I TRAVERTINE COURTYARD FE >< PATIO EXISTING co CONCRETE <_ I DRIVEWAY D.I. oo" 12XI2 Nq>S PLANTER DRAIN PDX TYI=. PLANTER TRAVERTINE STOOP Is FLOOR GARAGE TWO 5TOfR**� FfRAt"wlE �0 W fV 2n FLOOR RE&IDENCEF F%%ESIDENCE z -I Ck J -1 I I W –A / ;T V I — 21.2 > U_ x x FFE - 21.2 a' ZHI� ITH I I I :1 -q W TRAVERTINE STOOP C\j z tu C6 (D (P _0') z PLANTER EXISTING CONCRETE PLANTER DRIVEWAY L INE I I I 1 1-2111111111 M I I I I I I I M 1131 T EXISTING D.I. NEW CMU `L� EXISTING M SCREEN WALL 1.e)0 VWIDE SANDSET TRAVERTINE PATH SHEET TITLE ro WELL CONCRETE 80' LF TC REMAIN GAR5AGrz CANS r CONSTRUCT WALL IN 5' PANELS FOR FRANG151LITY FLAN City of Atlantic Beach DATE ISSUED Planning and zoning Department APRIL 51 2016 This approval verifies compliance with applicable z 0 T-�i-,, d iv is i n n and other local land REVISIONS d aMprc-C, VI't!) mij�A bc a q'i c Beach official: prior 'to 1he issuance of a Building Pem-Jt, Approved By- SCALE yunity Development Director 41 Date:__7 ON 2 11 1 4 x 36" NORTH SHEET L 12