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MAP S OWING SUF:RV Y OF
LOT 48 , NORTH ATLANTIC BEACH UNIT No. 2, AS RECORDED IN PLAT BOOK 15,, PAGE 57
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
6 59.9 B'
5B*47 N
EB
DEPARTMENT OF NATURAL
RESOURCES MONUMENT
NUMBER 72-81-A16 z
Y = 2188085-966
X = 373890.317 0
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TWO ST RY FRAME RESIDENCE
CONCRETE BULKHEAD
STATE PLANE Fn 2' HIGH CONCRETE WALL NUMBER 1911 CONTINUES NORTHERLY FOUND Y-CUT SEASONAL HIGH WATER LINE
COORDINATE FOUND 1/2" ON FACE OF ELEVATION: 11.1 >
NUMBERS IRON PIPE (N. 89-46'56" E. 188.34' FIELD) CONCRETE CONCRETE BULKHEAD MEAN HIGH WATER LINE
Y = 2186465.7 L.B. No. 1048 BULKHEAD EDGE OF VEGETATION ELEVATION: 3.1
X = 374438.7 N. 89"46'52" E. 188.10'
21 1 22.2 21.1 21.1 20.6
I X 10.6 X 9.3 x 8.6
18.24 18.15 19.0 17.2 x X 146 x 14 8 x 1 .3 7.8 X 6.4 x 5. x 'i X 30 X21 X 1.4 X08
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ALCONY 18.7' 23.2'
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rri STUCCO CONCRETE OODEN 5. 7.2' 6.3
0 L! 00 (�4 1.5 ECK ui
m RESIDENCE RETAINING THREE STORY STUCCO P0
Q 00 WALLS 22.0 0� a C�.
Ln AND� GARAM L4
70 0 ;u 0 -.1RESIDENCE WTH FINISHED
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IRON PIPE (187.95' IRON TO IRON) BROKEN AT IRON PIPE
/ 0 0 L.B. No. 3295
WOODEN 0 THIS END
STATE PLANE L.B. N o. 1048 0 0 >
DECK ENCE 0 NUMBER 1891 rn
COORDINATE 0 6' WOODEN FENCE 1 ;0
0 N N EROSION CONTROL 0
NUMBERS > LOT 47 0 0 THREE STORY COORDINATE LOCATION ul z
Y = 2186515.7 Ln 1 7 7- 0
X = 374436.0 Loll rn rfl FRAME RESIDENCE FOR POINT NUMBER
0 0 0
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Z DECK
COASTAL CONSTHUCTION CONTROL LINE 00 UMBER 1889 0
ACROSS LOT 48: r-
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S. 03'48'40" E. 50.08' c: � z c:
n M Z NOTES:
4 � . rn
61 THIS IS A TOPGRAPHIC SURVEY.
.7 FOR BOUNDARY INFORMATION SEE BOATWRIGHT LAND
SURVEYORS, INC.'S DRAWING FILE NUMBER 98-450
0 00 DISTANCES MEASURED PERPENDICULARLY FROM
L z � (:� DATED JUNE 29, 1998.
COASTAL CONSTRUCTION CONTROL LINE
TO THE NORTHERLY AND SOUTHERLY CORNERS TOPOGRAPHIC ELEVATIONS ARE BASED ON BENCHMARK
OF THE OCEANWARD FACE OF THE STRUCTURES AT THE SOUTHWEST CORNER OF LOT 47, ATLANTIC
BEACH UNIT No. 2. BENCHMARK IS NAIL IN EAST
18th STREET SHOWN OR REFERENCED ON THIS DRAWING: SIDE OF A WOODEN POWER POLE - POSTED AT
z !
rn STRUCTURE NUMBER 1911: ELEVATION 19.63 (N.G.V.D. - 1929)
NORTHERLY CORNER TO CCCL = 113.1' NO BUILDING RESTRICTION LINES PER PLAT.
so to 99
COASTAL CONSTRUCTION CONTROL LINE DATA AS RECORDED IN
SOUTHERLY 111.3'
C.C.C.L. MAP BOOK C, PAGES 72 THROUGH 72H, IN DUVAL
STRUCTURE NUMBERED 1891 AND 1889: COUNTY, FLORIDA, JULY 23, 1992.
NORTHERLY CORNER TO CC'$CL = 112.6' BEARINGS ARE BASED ON A LINE FROM THE DEPARTMENT OF NATURAL
SOUTHERLY to or 112.3' RESOURCES MONUMENTS 72-81-A16 TO 72-81-A17 PER THE
COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA.
SURVEYED STRUCTURE NUMBER 1895: COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM,
NORTHERLY CORNER TO CCCL = 106.3' EAST ZONE, PER THE COASTAL CONSTRUCTION CONTROL LINE.
It of 1)
SOUTHERLY 99.0, CONTOUR LINES AT ONE FOOT INTERVALS ARE COMPUTER GENERATED. RECEIVED
SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER
16B-33.002(45), FLORIDA ADMINISTRATIVE CODE.
MHW+(1.5 X TIDE RANGE) OR (3.1+[1.5 X 5-3] = 11.1 N.G.V.D.) F E 0 ?D05
MEAN HIGH WATER LINE ELEVATION PER DEPARTMENT OF BEACHES
AND SHORES: ELEVATION = 3.1 (N.G.V.D.)
EROSION CONTROL LINE BASED ON STATE PLANE COORDINATES RECORDED
IN PLAT BOOK 35, PAGES 59, 59A AND 5913, DUVAL COUNTY, FLORIDA. PLANNING DEVELOPMENT
EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF THE PROPERTY SHOWN.
DEPARTMENT OF NATURAL
RESOURCES MONUMENT
NUMBER 72-81-A17
Y = 2186046.194 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD
X = 373902.056 ZONE 'X' (AREA OUTSIDE THE 500-YEAR FLOOD PLAIN) AND IN
FLOOD ZONE "VE" (VELOCITY HAZARD ELEVATION ESTABLISHED AT THIS SURVEY WAS MADE FOR THE BENEFIT OF
14.0 ABUTTING ZONE Y), AS WELL AS CAN BE DETERMINED FROM CLINT CARTER.
FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075-
0001-D, REVISION DATED APRIL 17, 1989 FOR THE CITY OF
ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: -ILFILE. 2004-0164 11DRAWN BY: MP/jCJ 11 BOATWRIGHT LAN D SURVEYORS, inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH , FLORIDA 111DATE:FEBRUARY 6, 2004 SHEET OF (904)241-8550
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4 NEW SEALANT 9901
4 ISSUE DATE
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NEW "J" CASING BE4D
REVISIONS
4
PATCH 4 REPAIR EX15TING STUCCO
APTEF, REMOVAL OF EXISTING CONCRETE
DEC< 4 WOOD FRAMING 45 REQUIRED
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CHECKED BY:
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SHEET OF
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WITH NEW 2x(o WOOED DEC<ING (FREE) CEDAR)
z
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NEU) OPENING AND FINISH TO MATCH EXISTING STUCCO EXISTING DOOR A FRAME TO BE REMOVED, NEW 2xe, WOOED TREADS (RED CEDAR). REMOVE 4,ND
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TO MATCH ADJACENT WALL, STOR4GE SIDE TO BE FINISHED EX15TINIC; u)—ILL AND FIN15�4 TO I`14T(--P EX15TING STUCCO. IN&T4LL NEW
TO MATCH EXISTING 5TUCC-0
PARTIAL PLAN STORAGE
STUCCO FINI5" IN 570R4GE AREA BEPORE IN67,"LLINt,-i NEW WOOD ST41FZS
GARAGE INSTALL NEW 5/8" STUCCO FIN15P TO MATCH EXISTING OVER SCALE )/411 I'-O'l
5ELF!-FURRIW--3 METAL LATH OVER 150 FELT BAC<ING OVER
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z LL
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[DOORBELL (NEW LOCATION) REPL,4C.E EX15TING 5TRINGER5 WITH NEW PRESSURE EX15TING DOOR 4 FRAME TO BE
VEID, PATCH A REPAIR OPENING
TREATED WOOD. REMOVE EXISTING RISERS, NEW STAIRS TO REMO
PAVE OPEN RISERS
AND FINISH TO MATCH EXISTING L
D5CAFE 5TUCC-0
L,4Nr NOTE: AFTER REMOVAL OF EXISTING STAIRS, PATCH 4 REPAIR
It m
1\�-2 EXISTING WALL AND FINISH TO MATCH EXISTING 57UCCO. INSTALL NEW
STUCCO FINISH IN STORAGE AREA BEFORE INSTALLING NEW WOOD STAIRS
2' 0 EXISTING SIDEWALK J
EXTEND EX15TING f=l'AFRTI-4L-HEIGPT WALL 4 FINISH TO j
MATCH EXISTING STUCCO
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NEW ENTRY WALL - NEW METAL GATE - SEE ELEVATION 1/,4-1 REPOINT :-XISTINn STU(-,CT) WHERE
' NED PNIzE� TO M4TCI-4
F�EQUIREL-'
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L FIN15H TO MATCH EXISTING EXISTINC-3 WOOD �:F,4MING, PINIS�4
< TO ';lATCI-4 EX15TING
STUCCO
PROJECT NO.
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L W,�%Ll- 4 FINISH To MATCH EXISTING (RELOCATED) - MOUNT BOTTOM OF xxxx
5F4CING OF 24" O.C,, CC)UNTEFRE30FRE HOLES 1/2" REVISIONS
L 5TUCCO -0,/Ef:R LAG SCEW HEADS W/ SEALANT,
�7 UNIT tv 45" ABOVE 51DEWAL<
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DEEF AND
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NEW METAL GATE P O.D. STEEL TUBE
NEW CONTROL JOINT
711" - -j FRAME WITH 3/4" O.D. STEEL TUBE
EXISTING WALL, TYFIC4L
.1 CFR055 MEM5EF:;,5 WIT" EXPANDED
DRAWN BY:
METAL LATH SE6P IND, FAINT TO
MATCH EXISTING PIPE RAILINGS ABOVE NEW Irb"W x e�"D CONTINUOUS CONCRETE NEW 5/8" STUCCO OVER SELF-PURRIN63 GWA,SAB
MET,-�L LATH OVER 15* -Fl-T B,:"�C<INC3 CHECKED BY:
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NEW 1/2" CE)X PLYWOOD SHE4T"IN�2t
SOUTH ELEVATION GARAGE. . r2 ELEVATION NEW ENTRY WALL SECTION - BALCONY-
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SHqET OF