56 W Dutton Island PLAT17-0005 DRWGSr �I'J � le"M �� ��� r PLAT BOOK PAGE
REPLAT OF LOT 6, BLOCK 1, AND A PORTION OF LOT 7, BLOCK 1, GOVERNMENT LOT 3, DONNERS
REPLAT, PLAT BOOK 19 PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA,
CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.
CAPTION VICINITY MAP ADOPTION AND DEDICATION
A PARCEL OF LAND BEING A REPLAT OF LOT 6, BLOCK 1, AND A PORTION OF LOT 7, BLOCK 1,
GOVERNMENT LOT 3, DONNER'S REPLAT, PLAT BOOK 19 PAGE 16, OF THE CURRENT PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3; THENCE EAST ALONG THE
NORTH LINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF 975.40 FEET; THENCE SOUTH, DEPARTING
SAID NORTH LINE, A DISTANCE OF 15.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE
OF DUTTON ISLAND ROAD WEST A 50 FOOT RIGHT OF WAY A AS NOW ESTABLISHED), LISHED), SAID POINT
BEING THE NORTHEAST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE FROM SAID
POINT OF BEGINNING, S00°54'36"E, ALONG THE EASTERLY LINE OF SAID LOT 6, A DISTANCE OF 210.00
FEET TO THE SOUTHEAST CORNER OF SAID LOT 6 AND THE NORTHERLY RIGHT OF WAY LINE OF
DUDLEY STREET (A 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE S88158'43"W, ALONG
SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 1.69.29 FEET; THENCE N04°03'03"E, DEPARTING
SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 210.82 FEET TO SAID SOUTHERLY RIGHT OF
WAY LINE OF DUTTON ISLAND ROAD WEST; THENCE N88°58'43"E, ALONG SAID SOUTHERLY RIGHT OF
WAY LINE, A DISTANCE OF 151.06 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.77 ACRES, MORE OR LESS.
CLERK'S CERTIFICATE
THIS IS TO CERTIFY THAT THIS PLAT HAS BEEN EXAMINED AND APPROVED, AND THAT IT COMPLIES
IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND SUBMITTED TO ME
FOR RECORDING AND IS RECORDED IN PLAT BOOK PAGES OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
SIGNED THIS DAY OF . 2018
RONNIE FUSSELL DEPUTY CLERK
CLERK OF THE CIRCUIT COURTS
CITY COMMISION APPROVAL
THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY
THE CITY COMMISSION OF ATLANTIC BEACH, DUVAL COUNTY FLORIDA, THIS DAY OF
2018.
ELLEN GLASSER DONNA L. BARTLE
MAYOR CLERK
PUBLIC WORKS APPROVAL
THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY
THE PUBLIC WORKS DEPARTMENT OF ATLANTIC BEACH, DUVAL COUNTY FLORIDA, THIS
DAY OF , 2018.
SCOTT WILLIAMS
PUBLIC WORKS DIRECTOR
STATE OF FLORIDA, COUNTY OF DUVAL
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
2018, BY LUCKY HIONIDES WHO IS PERSONALLY KNOWN TO ME OR WHO PRODUCED
AS IDENTIFICATION AND WHO DID (DID NOT) TAKE AN OATH.
NOTARY PUBLIC, STATE OF FLORIDA AT LARGE
PRINT NAME:
COMMISSION NO.:
MY COMMISSION EXPIRES:
PLAT CONFORMITY REVIEW
THIS PLAT HAS BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA
STATUTES, THIS DAY OF .2018.
NOTES,
1.) ALL BEARINGS SHOWN HERE ON ARE BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF DUTTON ISLAND DRIVE WEST AS N88°58'43"E.
2.) T '-. INTENDED USE OF THESE COORDINATES IS FOR GIS BASE MAPPING PURPOSES. STATE PLANE COORDINATES SHOWN HEREON ARE
BASED ON NORTH AMERICAN DATUM OF 1983 (NSRS 2011), FLORIDA EAST ZONE 0901
3.) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
4.) THLRE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THE PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
5.) TR: EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED DRAINAGE EASEMENTS SHALL REMAIN TOTALLY
UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENTS.
6.) BYIGRAPHIC PLOTTING THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS SCALED FROM F.E.M.A. FLOOD INSURANCE RATE
MAP,PANEL 120075-0408H, DATED 6-3-2013 (NAVD-88). THE FLOOD ZONE INFORMATION ON THIS PLAT IS VALID ONLY FOR DATES UP TO AND
INCL6DING THE EFFECTIVE RECORDING DATE OF THIS PLAT. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL
SUPEF_SEDE SAID INFORMATION. INQUIRIES FOR THIS INFORMATION SHOULD BE MADE TO THE COMMUNITY S FLOODPLAIN MANAGEMENT
REPO.iITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE.
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GOVERNMENT LOT 13 GOVERNMENT LOT 14
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SECTION 17 SECTION 17
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THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE
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LANDS SURVEYED, PLATTED AND DESCRIBED IN THE CAPTION, THAT THE SURVEY WAS PREPARED
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2.83'
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UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT COMPLIES WITH ALL SURVEY
2.00'
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REQUIREMENTS OF CHAPTER 177, PART I, PLATTING; THAT PERMANENT REFERENCE MONUMENTS
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HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CITY OF
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ATLANTIC BEACH, FLORIDA.
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SIGNED THIS DAY OF 2018.
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NOTES,
1.) ALL BEARINGS SHOWN HERE ON ARE BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF DUTTON ISLAND DRIVE WEST AS N88°58'43"E.
2.) T '-. INTENDED USE OF THESE COORDINATES IS FOR GIS BASE MAPPING PURPOSES. STATE PLANE COORDINATES SHOWN HEREON ARE
BASED ON NORTH AMERICAN DATUM OF 1983 (NSRS 2011), FLORIDA EAST ZONE 0901
3.) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
4.) THLRE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THE PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
5.) TR: EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED DRAINAGE EASEMENTS SHALL REMAIN TOTALLY
UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENTS.
6.) BYIGRAPHIC PLOTTING THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS SCALED FROM F.E.M.A. FLOOD INSURANCE RATE
MAP,PANEL 120075-0408H, DATED 6-3-2013 (NAVD-88). THE FLOOD ZONE INFORMATION ON THIS PLAT IS VALID ONLY FOR DATES UP TO AND
INCL6DING THE EFFECTIVE RECORDING DATE OF THIS PLAT. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL
SUPEF_SEDE SAID INFORMATION. INQUIRIES FOR THIS INFORMATION SHOULD BE MADE TO THE COMMUNITY S FLOODPLAIN MANAGEMENT
REPO.iITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE.
I
POINT OF
SECTION UNE
COMMENCEMENT
KATHY L. WADE, P.S.M.
N_
N88°5843"E
GOVERNMENT LOT 13 GOVERNMENT LOT 14
W
SECTION 8 SECTION 8
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GOVERNMENT LOT 4 GOVERNMENT LOT 3
00
SECTION 17 SECTION 17
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SECTION UNE
_ .
KATHY L. WADE, P.S.M.
N_
N88°5843"E
W
W
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POINT OF BEGINN
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30.82'
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SURVEYOR CERTIFICATE
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S44°02'04"W
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NATHAN P. PERRET, P.S.M.
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 6900
PERRET AND ASSOCIATES, INC.
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DUTTON ISLAND ROAD WEST
(FORMERLY CHURCH ROAD) (50'R/W)
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_ .
KATHY L. WADE, P.S.M.
w I�
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N88°5843"E
Co
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PROFESSIONAL SURVEYOR AND MAPPER
w
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POINT OF BEGINN
00
FLA. LICENSE NO. LS 6164
z
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L5
30.82'
(29.54')
oto
18.78'
m N
SURVEYOR CERTIFICATE
SIN
001
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S14°31'54"W
� Lo
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2.00'
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S44°02'04"W
LL Q
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3.15'
2.00'
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THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE
C6
3.14'
O
LANDS SURVEYED, PLATTED AND DESCRIBED IN THE CAPTION, THAT THE SURVEY WAS PREPARED
N44°02'04"E
2.83'
00
UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT COMPLIES WITH ALL SURVEY
2.00'
90°06'42"
N
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REQUIREMENTS OF CHAPTER 177, PART I, PLATTING; THAT PERMANENT REFERENCE MONUMENTS
t0I
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C6
CL
HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CITY OF
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ATLANTIC BEACH, FLORIDA.
S44°02'04"W
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L1 I
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SIGNED THIS DAY OF 2018.
Q
Q.
89°53'18"
S44°02'04"W
LOT 1
NATHAN P. PERRET, P.S.M.
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 6900
PERRET AND ASSOCIATES, INC.
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DUTTON ISLAND ROAD WEST
(FORMERLY CHURCH ROAD) (50'R/W)
THIS IS TO CERTIFY THAT LUCKY HIONIDES ("OWNER"), IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON WHICH SHALL
HEREAFTER BE KNOWN AS DUTTON ISLAND, AND HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED. THIS PLAT BEING MADE IN
ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS.
THE DRAINAGE EASEMENT ALONG THE WEST SIDE OF LOTS 1 AND 3 IS HEREBY IRREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY
OF ATLANTIC BEACH.
ALL EASEMENTS S ENTS SH
OWN ON THIS PLAT, OTHER
THAN THOSE SPECIFICALLY DEDICATED HEREIN, ARE AND SHALL REMAIN PRIVATELY OWNED AND
THE SOLE AND EXCLUSIVE PROPERTY OF THE OWNER, ITS SUCCESSORS AND ASSIGNS, IF ANY, OF SAID EASEMENTS. THE OWNER RETAINS TIS
OBLIGATION FOR MAINTENANCE OF ALL EASEMENTS SHOWN ON THIS PLAT FOR DRAINAGE PURPOSES; PROVIDED HOWEVER, THE OWNER RESERVES
THE RIGHT TO ASSIGN THE OBLIGATION FOR MAINTENANCE OF SAID EASEMENTS TO A PROPERTY OWNERS' ASSOCIATION OR OTHER SUCH ENTITY AS
WILL ASSUME ALL OBLIGATION OF MAINTENANCE AND OPERATION THEREOF UNDER THE PLAT.
IN WITNESS THEREOF,
WITNESS
PRINT NAME:
WITNESS
PRINT NAME:
HAS CAUSED THESE PRESENTS TO BE SIGNED THIS_ DAY OF '2018.
OWNER: LUCKY HIONIDES
BY:
LUCKY HIONIDES
CONSENT AND SUBORDINATION BY MORTGAGEE
WELLS FARGO HOME MORTGAGE, AS THE HOLDER OF A CERTAIN MORTGAGE ON THE LANDS DESCRIBED IN THE CAPTION
HEREON, HEREBY JOINS IN AND CONSENTS TO THE FORGOING ADOPTION AND DEDICATION.
IN WITNESS THEREOF, OF WELLS FARGO HOME MORTGAGE, HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS DAY OF 2018.
WITNESS
PRINT NAME
WITNESS
PRINT NAME:
VU
J
GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 £t,
LINE TABLE
EAST 975.40'
SECTION UNE
_ .
L1
10.00'
N88°5843"E
L2
9.00'
S00°54'36"E
c
POINT OF BEGINN
S00°54'36"E
L4
N88°58'43"E 151.06'
Lo
L5
30.82'
(29.54')
76.06'
I
18.78'
75,00'
L7
SOUTHERLY RNV LINE
S14°31'54"W
C4
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2.00'
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S44°02'04"W
2.83'
Co
3.15'
2.00'
�I
N45°57'56"W
I
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3.14'
2.00'
89°53'18"
N44°02'04"E
2.83'
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3.15'
2.00'
90°06'42"
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2.83'
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(35.34')
94.29'
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75.00'
S88°58'43"W 169.29'
NORTHERLY RNV LINE
N
2183777.9810
DUDLEY STREET
E) 525436.2 13
(50' R/W)
THIS IS TO CERTIFY THAT LUCKY HIONIDES ("OWNER"), IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON WHICH SHALL
HEREAFTER BE KNOWN AS DUTTON ISLAND, AND HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED. THIS PLAT BEING MADE IN
ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS.
THE DRAINAGE EASEMENT ALONG THE WEST SIDE OF LOTS 1 AND 3 IS HEREBY IRREVOCABLY AND WITHOUT RESERVATION DEDICATED TO THE CITY
OF ATLANTIC BEACH.
ALL EASEMENTS S ENTS SH
OWN ON THIS PLAT, OTHER
THAN THOSE SPECIFICALLY DEDICATED HEREIN, ARE AND SHALL REMAIN PRIVATELY OWNED AND
THE SOLE AND EXCLUSIVE PROPERTY OF THE OWNER, ITS SUCCESSORS AND ASSIGNS, IF ANY, OF SAID EASEMENTS. THE OWNER RETAINS TIS
OBLIGATION FOR MAINTENANCE OF ALL EASEMENTS SHOWN ON THIS PLAT FOR DRAINAGE PURPOSES; PROVIDED HOWEVER, THE OWNER RESERVES
THE RIGHT TO ASSIGN THE OBLIGATION FOR MAINTENANCE OF SAID EASEMENTS TO A PROPERTY OWNERS' ASSOCIATION OR OTHER SUCH ENTITY AS
WILL ASSUME ALL OBLIGATION OF MAINTENANCE AND OPERATION THEREOF UNDER THE PLAT.
IN WITNESS THEREOF,
WITNESS
PRINT NAME:
WITNESS
PRINT NAME:
HAS CAUSED THESE PRESENTS TO BE SIGNED THIS_ DAY OF '2018.
OWNER: LUCKY HIONIDES
BY:
LUCKY HIONIDES
CONSENT AND SUBORDINATION BY MORTGAGEE
WELLS FARGO HOME MORTGAGE, AS THE HOLDER OF A CERTAIN MORTGAGE ON THE LANDS DESCRIBED IN THE CAPTION
HEREON, HEREBY JOINS IN AND CONSENTS TO THE FORGOING ADOPTION AND DEDICATION.
IN WITNESS THEREOF, OF WELLS FARGO HOME MORTGAGE, HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS DAY OF 2018.
WITNESS
PRINT NAME
WITNESS
PRINT NAME:
VU
J
GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 £t,
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
10.00'
N88°5843"E
L2
9.00'
S00°54'36"E
L3
7.00'
S00°54'36"E
L4
7.00'
S88°5843'W
L5
30.82'
S00°41'25"E
L6
18.78'
SOO°54'36"E
L7
36.72'
S14°31'54"W
WELLS FARGO HOME MORTGAGE
LEGEND
■ DENOTES SET PERMANENT REFERENCE MONUMENT STAMPED L.B. 6715.
• DENOTES SET PERMANENT CONTROL POINT STAMPED L.B. 6715
Cl DENOTES TABULATED CURVE DATA
L1 DENOTES TABULATED LINE DATA
P.C. DENOTES POINT OF CURVATURE
P.T. DENOTES POINT OF TANGENCY
P.R.C. DENOTES POINT OF REVERSE CURVE
P.C.C. DENOTES POINT OF COMPOUND CURVE
(R) DENOTES RADIAL LINE
(N) NORTHING
(E) EASTING
R/W RIGHT-OF-WAY
C/L CENTERLINE
(100.00) DENOTES DISTANCE TO EASEMENT
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD
Cl
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C2
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C3
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C4
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C5
3.15'
2.00'
90°06'42"
N45°57'56"W
2.83'
C6
3.14'
2.00'
89°53'18"
N44°02'04"E
2.83'
C7
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C8
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C9
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C10
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C11
3.15'
2.00'
90°06'42"
N45°57'56'W
2.83'
C12
3.14' j
2.00' j
89°53'18"
N44°02'04"E
2.83'
PREPARED BY:
PERRET AND ASSOCIATES, INC.
5627 ATLANTIC BOULEVARD, SUITE #6
JACKSONVILLE, FLORIDA 32207; PHONE (904) 805-0030
L.B. NO. 6715
03
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GRAPHIC SCALE
0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
�CPERTY LINE
2'
5 5 -------------
SECTION A -A
NLW 1 - WA IER SERVICES--'
_NOTE:
PARCELS 2 8c 4 ALL R00
DRAINS TO SWME.
PARCEL
AREA
MAXIMUM
IMPERVIOUS
AREA (50%)
PROVIDED
IMPERVIOUS
AREA
1
8,465 s.f.
4,233 s.f.
1,466 s.f. 17.32%
2
3
3,938 s.f.
3,368 s.f. 42.77%
..
9,421 s.f.
41711 s.f.
1,992 s.f. 21.14%
4
7,877 s.f.
3,939 s.f.
2,903 s.f. 36.85%
1 , L
5000 SQUARE FEET
ES
—
DENOTES EXISTING CONTOUR
w
DISTRICT
OF LOT AREA'
Z
DENOTES DRAINAGE DIVIDE A
EXISTING E.O.P.
C7
(SINGLE—FAMILY,
(existing lots only)
DENOTES EXISTING SPOT ELE
ATIONS
COMBINED 15
>'
FOR TWO—FAMILY
20 FEET
20 FEET
FEET, BUT
NOT LESS
35 FEET
50 PE:RCENT
USES ARE
.< -'
PERMITTED.
7500 SQUARE FEET
THAN 5 FEET
0
TWO—FAMILY USES
OF LOT AREA'
ON EITHER
ARI_ ALSO SUBJECT
SIDE.3
�. LW L
TO THE
SEE ENDNOTE 2.
COMPREHENSIVE
PLAN DENSITY
LIMITS.)
L
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GOVERNMENT LOT 13
SECTION 8
GOVERNMENT LOT 14
SECTION 8
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CTION LINE
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SECTION 17
GOVERNMENT LOTS
SECTION 17
_
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MAXIMUM
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AREA
1
8,465 s.f.
4,233 s.f.
1,466 s.f. 17.32%
2
7,875 s.f.
3,938 s.f.
3,368 s.f. 42.77%
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9,421 s.f.
41711 s.f.
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4
7,877 s.f.
3,939 s.f.
2,903 s.f. 36.85%
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CALL BEFORE YOU DIG: 1-800-432-4770
UTILITIES PROTECTION CENTER T"'
CALL 1-800-432-4770 AT LEAST 72 HOURS BEFORE YOU
DIG TO BE IN FULL COMPLIANCE WITH THE LAW.
ATLANT
�N ISLE
IC BEACH, FLORIDA
VICINI TY MAP
INDEX TO SHEETS
FSHEETNO. DESCRIPTION
1 COVER SHEET
2 EXISTING CONDITIONS/DEMOLITIONS PLAN
3 SITE ENGINEERING
4 WATER AND SEWER DETAILS
DE VEL OPER/A GEN T.- ENG/NEER OF RECORD
PETRA-RICH TRENDEL HOMES NORTH FLORIDA ENGINEERING SERVICES
2440 MAYPORT RD.; SUITE #3 9432 BAYMEADOWS ROAD, SUITE 208
ATLANTIC BEACH, FL 32233 JACKSONVILLE, FLORIDA 32256
CDN TA C T: RICH TRENDEL CONTACT: CHRIS FA VRE
TELE: 9 0 4 2 41-1151 TELE: 9 —
( � (04) 737 0971
FAX: (904) 392-5372
J/ / C /V/AP
SUR VE YOR
PERRET AND ASSOCIATES, INC..
5627 ATLANTIC BOULEVARD SUITE #6
JACKSONVILLE, FLORIDA 32207
CONTACT: NATHAN P. PERRET
TELE. (904) 805-0030
0
z
0
w
0
z
o
O
p
V
0
GENERALNOTE
1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ATLANTIC BEACH U o
STANDARD DETAILS AND SPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN A z J
GOOD WORKMANSHIP MANNER, USING METHODS CONSISTENT WITH INDUSTRY kid
N w
STANDARDS. W m = w
U _j C2
2. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH EXISTING li _2
SITE CONDITIONS PRIOR TO SUBMITTING A BID PROPOSAL FOR CONSTRUCTION _ N
N I�
SERVICES ON THE PROJECT. EXISTING CONDITIONS AS MAY BE REFLECTED ON THE W > co 2
co O
ENGINEERING DRAWINGS WERE COMPILED FROM TOPOGRAPHIC SURVEYS, SOIL u p F) U
INVESTIGATION REPORTS AND ADDITIONAL INFORMATION THAT WAS MADE AVAILAB � > -I
TO THE ENGINEER. THIS INFORMATION REFLECTS THE CONDITIONS AS THEY EXIST z
AT THE TIME THC INFORMATION WAS OBTAINED.CN
�o
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING
W N Z 00 x
ca u)
STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL USE EXTREME CAUTION W 0_zz' LL
WHILE WORKING IN AREAS OF EXISTING STRUCTURES AND UTILITIES, AND SHALL Z QZ z
MAKE REPAIRS O� PAY FOR THE REPAIRS TO SUCH CAUSED BY HIS WORK. U � -6o
Z o ti > Ld
Ld
4. THE CONTRACTOR SHALL OBTAIN A SEPARATE RIGHT-OF-WAY PERMIT FOR W � ft � L
DRIVEWAY APRONS, SIDEWALKS, CURBS AND UTILITY WORK WITHIN EXISTING CITY Q W U)
RIGHT-OF-WAY FROM THE PUBLIC WORKS DEPT. CONTRACTOR MUST HAVE A SURE _� U p o M
BOND ON FILE IN THE PUBLIC WORKS DEPARTMENT BEFORE WATER AND SEWER TA m W w
TICKETS AND R4HT-OF-WAY PERMIT CAN BE OBTAINED. A REVOCABLEQ
ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTME T OJ, a
FOR THE ALLEYVVAY, LANDSCAPING AND IRRIGATION.
LL m w
m
N Q
5. THE PERMITTEE SHALL CORRECT ALL IMPACT (INCLUDING DRAINAGE) TO w
NEIGHBORING FROPERTIES (INCLUDING PUBLIC RIGHT-OF-WAYS AND EASEMENTS) T
THE SATISFACTION OF THE CITY OF ATLANTIC BEACH, PRIOR TO ISSUANCE OF O
CERTIFICATE OF OCCUPANCY. z Q
6. BROKEN SIDEWALKS, CURBS, ETC., ADJACENT TO PROPERTY, MUST BE DATE: 08/14/2017
REPAIRED/REPLkCED BEFORE ISSUANCE OF CERTIFICATE OF OCCUPANCY.
JOB NUMBER: 17-008
7. ANY EXISTIW DRIVEWAY APRONS, THAT ARE NOT TO BE USED, MUST BE REMOVE
AND THE RIGHT+OF-WAY MUST BE BROUGHT BACK TO ITS ORIGINAL STATE. SCALE: NONE
8. THE CONTRACTOR SHALL SCHEDULE ALL WORK AND INSPECTIONS THE CITY'S
CONSTRUCTION%INSPECTOR ASSIGNED TO THE PROJECT. THE CONTRACTOR SHALL *SHEET NUMBER
BE RESPONSIBA FOR OBTAINING ANY SHOP DRAWING APPROVALS AS MAY BE
REQUIRED FOR MATERIALS USED ON THE PROJECT.
9. ANY ASPHALT CUT(S) IN THE ROAD NEED TO BECUT OUT AND REPLACED OR MILL
1" OUT AND REPLACED WITH TYPE III ASPHALT 1 % 20' IN EACH DIRECTION FROM THE
CENTER OF THE CUT.
q 70 0
SITE BENCHMARK: * ;*
NAIL & DISK
ELEV. = 8.58 (NAVD 88)0:• STATE O • IW
ee T A, Q •: ,M.0
a�
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at
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POINT OF
COMMENCEMENT. -EXISTING FIRE HYDRANT
PARCEL1
EXISTING 6" WATERLINE EXISTING 24" SEWER. EFFLUENT
grn EXISTING 8" SANITARY SEWER EXISTING SAN. M.H.
GOVERNMENT LOT 13 GOVERNMENT LOT 14 I (8
SECTION 8 SECTION 8 i1 (9.02). _ .25} CROWN OF ROAD {954•}
• : ' _
_ 1� SECTION LINE,. --
- ... �� EAST 975 40 (D)
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• SECTION 17 Fff. .. .. F- POINT OF BEGINNING.
T2
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S89°16'31)" W 119.50'(D) L' ( )
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■
■
■
I
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
I inch = 20 ft.
L E G E N D -
TO BE REMOVED
NOTE:
REMOVE ALL ON—SITE POWER POLES & WIRES,
TELEPHONE POLES & WIRES, SEPTIC TANKS, MOBI E
HOMES, SHEDS, SLABS, DRAINAGE STRUCTURES, ELLS,
AND FENCES FROM PROPERTY AS PART OF THIS
PROJECT. IN ACCORDANCE WITH ST. JOHNS RIVER
WATER MANAGEMENT DISTRICT AND THE CITY OF
ATLANTIC BEACH.
ICI
SCALE: 1 " 20'
* SHEET NUMBER
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DATE : 08/94/2017
JOB NUMBER:
17-008
SCALE: 1 " 20'
* SHEET NUMBER
2
3,
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3,
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IMATCH EXISTING PAVEMENT EXISTING6"WATERLINE EXISTING 24" SEWER EFFLUENT
EL..=9.1 f- - EXISTING SAN. M.H.
GOVERNMENT LOT 13 GOVERNMENT LOT 14 I T ( 5) (9 Y) (989) EXISTING 8" SANITARY SEWER
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... .. .. ... ... ... ...
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GOVERNMENT LOT GOVERNMENT LOT -�-�-�
SECTION 17 SECTION 17 072
"ILLEGIBLE 9.02 (9.9.52 DUTTON I SLANG
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N88°5$'43"E 64,12'(M)\1°'� (0.51' SOUTHERLY) COMMUNICATIONS RISER `O CHURCH ROAD BY P.
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F `��IDls 1 INV. = 3.16 �'�1 N < < I (
18" RCMP - 18 LF - I 3 46 « i FD.FD: Y2" I.R.
94.29----- - ---- 7 0 - ---- LD. #3672
88 58,43"W I 16 '(M) `? 9.40 P `m S88°58'43"W 49.78'(M)
i WATER
.''/z" LP. #3295 i METER
< COMMUNICATIONS RISER
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i i 1 `. O
EXISTING 6" WATERLINE
9. 4 (9.78)
CATCH BASIN
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_ �•� -
TOP = 7.22 )ITENAI BENCHMARK a (50' RIW)
NE INV. = 3.32 _ -
WINV. = 3.73 ELEVATION = 8.58 (9.08) 9 (9.03) - - - - - (9.14) - - (9.42) -
(NAVD-88) o
co
MATCH EXISTING PAVEMENT LMATCH EXISTING PAVEMENT
EL.=8.6f EL.=9.3f
NEW 1" WATER SERVICES
A AIn \IC,rum onvrc,
NOTE:
PARCELS 2 & 4 ALL ROOF
DRAINS TO SWMF.
PARCEL
AREA
MAXIMUM
IMPERVIOUS
AREA (50%)
PROVIDED
IMPERVIOUS
AREA
1
8,465 s.f.
4,233 s.f.
1,466 s.f. 17.32%0
2
7,875 s.f.
3,938 s.f.
3,368 s.f. 42.77%
3
9,421 s.f.
4,711 s.f.
1,992 s.f. 21.14%
4
7,877 s.f.
3,939 s.f.
2,903 s.f. 36.85%
Zoning District
MINIMUM
LOT SIZE'
MINIMUM
FRONT YARD
SET BACKS
MINIMUM
REAR YARD
SETBACKS
MINIMUM
SIDE YARD
SET BACKS
MINIMUM
HEIGHT
MAXIMUM
IMPERVIOUS
SURFACE AREA
RG
VNB
VEGETATED NATURAL BUFFER
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UNOBSTRUCTED ACCESS EAS
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ES
DENOTES EXISTING CONTOURS
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DENOTES DRAINAGE DIVIDE A
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AND TWO-FAMILY
FOR TWO-FAMILY
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20 FEET
FEET, BUT
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35 FEET
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USES ARE
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TWO-FAMILY USES
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DENOTES EXISTING SPOT ELE
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4
5
1 6
7
8
9
10
11
12
13
14
15
16
ASPHALT/CONCRETE PAVEMENT
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7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
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4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
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W
�K HINGED PAMREX MANHOLE COVERS, AVAILABLE
3 FROM PORTER PRODUCTS Q 352-589-5888 NO ADDITIONAL PAVEMENT REPLACED BEYOND ABOVE PAY LIMITS WILL BE ALLOWED W
OR ON HIS CELL PHONE ® 352-483-6433. WITHOUT WRITEN APPROVAL OF THE ENGINEER.
4' DIA REINFORCED RUBBER BO I
CONCRETE MANHOLE OT WITH S /S NOTE
CLAMPS FILL INTERIOR VOID EXPAND WIDTH FOR LARGER PIPE
(NP) AREASWITH NON -SHRINK BY INCREASE IN PIPE DIAMETER. Uj
R/W LINE CUT OFF PIPE GROUT (TYP) MANHOLE FRAME AND COVER DETAIL -
PROPERTY
LINE AT WALL LINE INFLUENT NT SEWER PIPE (SEE N.T.S.
WATER MAIN
LIMIT IT
OF PAVEMENT PAY ITEM FOR
()
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SIZE VARIES ROADWAY TO R/W LINE VARIES METER BOX PROVIDED AND INSTALLED BY (TYP) + NOTE: 1)
6PIPE REPLACEMENT P 01 NT REPAIR O
CONTRACTOR " FLow
VARIES BORE AND JACK UNDER W/CURB STOP AND METER
o
PAVED ROADWAY AND CURB 1-1 /2"x3/4" RED. SEE SPECIFICATIONS AND STANDARDS 8` 4" OF ROCK (57 STONE) &
6-94 LB. BAGS OF DRY
CEMENT MIXED TOGETHER FOR
o ROADWAY WIDTH VARIES 0.5' TYP. USE LONG RADIUS 45• BENDS CONSTRUCT
LEVELING COURSE
I il`
STAN DAR D
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r 5' TYP PROPERTY LINE SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS �
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AND BENDS TO ALIGN WITH EXIST. LATERALS. 0 �1
� 5'TYP CONCRETE, SOLID o MAIN I
FILLER BRICKS "` -- O
o 1-1 2" SCH. 40 PVC ----
/ ONLY ALLOWED AS 30 deg.
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- 1-1 /2" TEESCH80 GRADE TO 1 /2
� 6MAX
Q SERVICE TEE, TAPPING CONTRACTOR TO PER FOOT.
I p rJ
SLEEVE OR TAPPED 1-1/2 SWING JOINTS CONNECT TO PRIVATE SERVICE NE
COUPLING, SIZED FOR MAIN 90° SCH. 80 PVC WITH NECESSARY COUPLINGS, FITTINGS ROPERTY
PAVEMENT I
� TWO EACH AT R/VJ LINE NOTES: P�w VIEW -CURB METER BOX &COVER
f � 6" SERVICE INSTALL STANDARD
� � PIPE, ALIGNED WITH SEWER WYES
THE ANGLE BETWEEN ALL INFLUEPiIT FLOW CHANNELS AND EFFLUENT PIPE z I CURB STOPPROPERTY LINE
SHALL BE BETWEEN 90• - 180' UNLESS OTHERWISE APPROVED BY COAB. Q J 45 de OINT CONNECTION TO BE g W /6" PLUG AT END. 0 MIN
[n ? CORPORATION STOPMADE BY CITY OR WYE _
J METER PLUMBER IF APPROVED U o C°
Q �`' ° 10" MIN. J o
f- z
LLJ MANHOLE FRAME & COVER CONSTRUCT - CD
D
STANDARD
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r J
PLAN VIEW DOUBLE DOMESTIC SERVICE GROUT GRADE DOUBLE WYE PLAN CN
N
UNDISTURBED SOIL
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SET METER ON UNDISTURBED OR COMPACTED SOIL L J
II
NOTES \\ \\ \\ W\✓�:% 12" NOMINAL 18" MAX. DISTRIBUTION MAIN [`
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS. LOCATION OF MAIN MAY VARY, ADJUST CONSTRUCTION TO SUIT CONDITIONS. - coLo
0 2 NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL Lij
SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS 0 O
2'-s" DIA GROUTED IN PLACE NOTES; MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS.
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE. B'
CONCRETE ADJUSTMENT1. METER TO BE LOCATED AS SHOWN IN PLAN VIEW, PLATE NO. 7 STANDARD T (D o d Q
RINGS OR BRICKS (TYP) 30 deg
>° " 1'-0" MIN 3'-0" MAx 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. L.R. BEND CLEAN-OUT z
J 3. METER BOXES TO BE PROVIDED & SET BY CONTRACTOR. METER if fl1l�L W LL .
R/W LINE BOXES TO BE DOUBLE WALL PLASTIC w/TOUCH-READ LID. I _Q I
Q) WATER MAIN PROPERTY LINE H += L-
4. CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER & MUST Q z z
SIZE VARIES ROADWAY TO R/W LINE VARIES METER BOX PROVIDED AND
5•. BE INSPECTED BY CITY 6" SERVICE E_3 �j o
U METERINSTiNBO BY CONTRACTOR '-0" DA- a PIPE
6" PLASTIC JOINT SEALER (2 LL > w
VARIES W/CURB STOP AND METER SEE -o" DIA SEALERS PER JOINT) 45 deg
ZIL- 0 [` > D
BORE AND JACK UNDER /SPECIFICATIONS AND STANDARDS RUBBER BOOT W/ CLAMPS, (SEE NOTE #4) VA IES WYE '� V•I co o
o�
PAVED ROADWAY AND CURB
1 "x3/4" RED. FILL INTERIOR VOID AREAS WATER METER DETAIL _
W
W/ NON -SHRINK GROUT Z 6" WIDE (MIN) EXTERIOR N.T.S U _
(TYP) o c) SINGLE WYE PLAN -
LLI
ROADWAY WIDTH VARIES --I 0.5' TYP. SLOPE '1/2"
1" CORPORATION STOP PER FT. TYP JOINT TAPE REQUIRED (SEE N
* I". `I', NOTE 5) LL � O W w
0 5' TYP. 5 TMP M N 0 o
R/W LINE PLAN - SANITARY SERVICE CONNECTIONS E, a
ILL
CONTRACTOR TO SOLID CLASS "C" CONCRETE
W/ SOLID FILLER BRICKSLj
(n VARIES ONLY ALLOWED AS FILLER 0 Of
Of
1" SCH. 40 PVC SERVICE PIPING CONNECT TO PRIVATE SERVICE N.T.S. m
NO RUBBLE, GRADE TO 1/2" = N Q
WITH NECESSARY COUPLINGS, FITTINGS / BROOKS 1 -RT SERIES n
6 MIN : , PER FOOT. 6 WIDE X 6" THK �-
6" MAX 1" SWING JOINTS AT P,/W LINE 6" a INSTALL CLEANOUT, SEE DETAIL
:. ,
SERVICE TEE, TAPPING 90' SCH. 80 PVC CONC. COLLAR SLOPE BOX WITH C.I. COVER �
4 -SIDES LABELED SEWER' EXIST. AND FINISH GRADE
SLEEVE OR TAPPED TWO EACH
Ji i FINISHED GRADE O Q
o COUPLING, SIZED FOR MAIN S /�\� �� ' a_
SANITARY SEWER
4" 4 ROCK (57 STONE) & DITCH _ SERVICE WY DITCH 6" SERVICE PIPE DATE: 08/28/2017
6-94 LB BAGS OF DRY
CEMENT MIXED TOGETHER CLR. MIN BANK W/RISER
UNDISTURBED SOIL MIN. .: BATIK
I BEARING CAPACITY: FOR LEVELING COURSE A NECES ARY
* DIMENSIONS MAY VARY TO AVOID PLACEMENT 2000 LB/SQ FT: SECTION VIEW a- LLJ Q 0 JOB NUMBER: 17-008
STD. CLEANOUT COVER 1.0 � MIN. SLOPE
W/ THREADED PLUG SCALE: 1�� -NONE
-c NOTES: z
OF METERS UNDER DRIVEWAY. a_ w
� 0 1 " CONCRETE -
0
(n
1) PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. of
J COZ SEE TRENCH DETAILS FOR BEDDING w
PLAN VIEW SINGLE DOMESTIC S E R VI C E C-478 WITH 4000 LB. CONC., TYPE II CEMENT ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED AND COMPACTION z *SHEET NUMBER
_
o
0
Q WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. STANDARD 6" P.V.C. 45' EL. STOPPER OR J
U 2) THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTING RINGS SHALL BE GIVEN TWO COATS PVC SEWER CONNECTION
NOTES:
TO EXIST, LATERA
Go OF BITUMINOUS WATERPROOFING MATERIAL W(E, 6"X6" CONNECT TO EXIST. SERVICE
WITH NECESSARY FITTINGS
O
SHALL BE OMITTED ON INSIDE. 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIO S
0 3) IF SPECIALTY LINER TO BE INSTALLED ON IMIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING 45 (OR PLUG WITH STOPPER 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING.
�
j
NOTES
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.
4) JUNCTION MANHOLE (CLOSEST MANHOLE TO WEIWELL) SHALL BE 5' DIA WITH SPECIALTY INTERIOR LINER.
FOR FUTURE CONNECTION IF
- NONE EXISTTERMINATE
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED,
2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
5) ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE
6' PVC
SERVICE AT LOCATION DIRECTED BY THE
o
ALL NEW WATER LINES HAVE BEEN .TESTED, DISINFECTED AND CLEARED FOR USE.
(W/PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL.
N
cn
o
WATER SERVICE CONNECTION DETAIL
TYPE "A" MANHOLE 8"-21" SEWERS)
�-UNDISTURBED SOIL
SECTION- SANITA Y
R SERVICE CONNECTIONS
SEWER CLEAN T
OU DETAI L
N.T.S.
N.T.S.
N.T.S.
DUST T J_;J� -Ze7 ley ALVi_M
REPLAT OF LOT 6, BLOCK 1, AND A PORTION OF LOT 7, BLOCK 1, GOVERNMENT LOT 3, DONNERS
REPLAT, PLAT BOOK 19 PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA,
CITY OF' ATLANTIC BEACH, DUVAL COUNTY FLORIDA.
CAPTION
A PARCEL OF LAND BEING A REPLAT OF LOT 6, BLOCK 1, AND PORTION OF LOT 7, BLOCK 1,
GOVERNMENT LOT 3, DONNER'S REPLAT, PLAT BOOK 19 PAGE 16, OF THE CURRENT PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3; THENCE EAST ALONG THE
NORTH LINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF 975.40 FEET; THENCE SOUTH, DEPARTING
SAID NORTH LINE, A DISTANCE OF 15.00 FEET TO A POINT ON THE SOUTHERLY ]RIGHT OF WAY LINE
OF DUTTON ISLAND ROAD WEST (A 50 FOOT RIGHT OF WAY AS NOW ESTABLISITED), SAID POINT
BEING THE NORTHEAST CORNER OF SAID LOT 6 AND THE POINT OF BEGINNING; THENCE FROM SAID
POINT OF BEGINNING, S00°54'36"E, ALONG THE EASTERLY LINE OF SAID LOT 6, A DISTANCE OF 210.00
FEET TO THE SOUTHEAST CORNER OF SAID LOT 6 AND THE NORTHERLY RIGHT OF WAY LINE OF
DUDLEY STREET (A 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE S88°58'43"W, ALONG
SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 169.29 FEET; THENCE N04°03'03"E, DEPARTING
SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 210.82 FEET TO SAID SOUTHERLY RIGHT OF
WAY LINE OF DUTTON ISLAND ROAD WEST; THENCE N88°58'43"E, ALONG SAID SOUTHERLY RIGHT OF
WAY LINE, A DISTANCE OF 151.06 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.77 ACRES, MORE OR LESS.
CLERK'S CERTIFICATE
THIS IS TO CERTIFY THAT THIS PLAT HAS BEEN EXAMINED AND APPROVED, AND THAT IT COMPLIES
IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, ANIS SUBMITTED TO ME
FOR RECORDING AND IS RECORDED IN PLAT BOOK PAGES , OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
SIGNED THIS DAY OF 2018.
RONNIE FUSSELL DEPUTY CLERK
CLERK OF THE CIRCUIT COURTS
CITY COUNCIL APPROVAL
THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY
THE CITY COUNCIL OF ATLANTIC BEACH, DUVAL COUNTY FLORIDA, THIS DAY OF
'2018.
MAYOR
CLERK
VICINITY MAP
ADOPTION AND DEDICATION
THIS IS TO CERTIFY THAT LUCKY HIONIDES ("OWNER"), IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON WHICH SHALL
HEREAFTER BE KNOWN AS DUTTON ISLAND, AND HAVE; CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED. THIS PLAT BEING MADE IN
ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS.
IN WITNESS THEREOF, HAS CAUSED THESE PRESENTS TO BE SIGNED THIS_ DAY OF , 2018
WITNESS /\ i
PRINT NAME:
OWNER: LUCKY HIONIDES
WITNESS
BY: d
LUCKY HIONIDES
PRINT NAME:
CONSENT AND SUBORDINATION BY MORTGAGEE
WELLS FARGO HOME MORTGAGE, AS THE HOLDER OF A CERTAIN MORTGAGE ON THE LANDS DESCRIBED IN THE CAPTION
HEREON, HEREBY JOINS IN AND CONSENTS TO TIIE FORGOING ADOPTION AND DEDICATION.
IN WITNESS THEREOF, OF WELLS FARGO HOME MORTGAGE, HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS DAY OF -2019.
NOTES:
1.) ALL BEARINGS SHOWN HERE ON ARE BASED ON THE SOUTHERLY RIGHT Of WAY LINE OF DUTTON ISLAND DRIVE WEST AS N88°58'43"E. WITNESS
2) THE INTENDED USE OF THESE COORDINATES IS FOR GIS BASE MAPPING PURPOSES, STATE PLANE COORDINATES SHOWN HEREON ARE
BASED ON NORTH AMERICAN DATUM OF 1983 (NSRS 2011), FLORIDA EAST ZONE 0901 PRINT NAME:
3 ) NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GR APHIC OR DIGITAL FORM OF THE PLAT.
4 ) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THE PL? T THAT MAY BE FOUND IN THE PUBLIC RECORDS OF WITNESS
DUVAL COUNTY, FLORIDA.
5 ) THE EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED DRAINAGi? EASEMENTS SHALL REMAIN TOTALLY PRINT NAME:
UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENTS.
6 ) BY GRAPHIC PLOTTING THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS SCALED FROM F. E. M. A. FLOOD INSURANCE RATE
MAP, PANEL 120075-0408H, DATED 6-3-2013 (NAVD-88). THE FLOOD ZONE INFORMATION ON THIS PLAT IS VALID ONLY FOR DATES UP TO AND
INCLUDING THE EFFECTIVE RECORDING DATE OF THIS PLAT. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL
SUPERSEDE SAID INFORMATION. INQUIRIES FOR THIS INFORMATION SHOULD 13E MADi TO THE COMMUNITY'S FLOODPLAIN MANAGEMENT
REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE.
PLAT CONFORMITY REVIEW
LINE #
LENGTH
DIRECTION
L1
10.00'
N88°58'43"E
L2
THIS PLAT HAS BEEN REVIEWED AND FOUND INCOMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA
S00°54'36"E
L3
7.00'
S00°54'36"E
L4
7.00'
S88°58'43"W
STATUTES, THIS DAY OF , 2018.
S45°57'56"E
2.83'
C3
POINT OF
DUTTON TTOlr ISLAND ROAD WEST
90°06'42"
S45°57'56"E
2.83'
C4
3.14'
2.00'
COMMENCEMENT
(FORMERLY CHURCH ROAD) (50' RIW)
2.83'
C5
3.15'
2.00'
90°06'42"
N45°57'56"W
2.83'
C6
3.14'
2.00'
89°53'18"
GOVERNMENT
LOT 13FGOVERNNIIENT
LOT 14
3.15'
2.00'
90°06'42"
S45°57'56"E
-
-
SL�:rION 0
ECTION l
._�_ _ _ .. ��..
1...67-5-iTiONLIRE
EAST 975.40'
_..
x -
2.83'
... .....__ .
KATHY L. WADE, P.S.M.
2.00'
GOVERNMENT LOT 4
GOVERNh1EPd"i' LOT 3
2.83'
� o
3.14'
POINT OF BEGINNING
PROFESSIONAL SURVEYOR AND MAPPER
S44°02'04"W
2.83'
SECTION 17
SECTION 17
o n
N88 58 43 E 151.06
co .-
N45°57'56"W
2.83'
FLA. LICENSE NO. LS 6164
3.14'
2.00'
89°53'18"
N44°02'04"E
2.83'
(N) 2183985.259
76.06,
1 75.00'
SOUTHERLY R/W LINE
(E) 525281.8322
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STATE OF FLORIDA, COUNTY OF DUVAL
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THE FOREGOING
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INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
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2018, BY LUCKY HIONIDES WHO IS PERSONALLY KNOWN TO ME OR WHO PRODUCED
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AS IDENTIFICATION AND WHO DID (DID NOT) TAKE AN OATH.
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NOTARY PUBLIC, STATE OF FLORIDA AT LARGE
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DRAINAGE EASEMENT
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PRINT NAME:
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COMMISSION NO.:
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67.00'
C4S88°58'43"W
MY COMMISSION EXPIRES:
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S88°58'43"W 85.17'
N88°5843"E 67.5'__
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SURVEYOR'S CERTIFICATE
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THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE
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LANDS SURVEYED, PLATTED AND DESCRIBED IN THE CAPTION, THAT THE SURVEY WAS PREPARED
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UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT COMPLIES WITH ALL SURVEY
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REQUIREMENTS OF CHAPTER 177, PART 1, PLATTING; THAT PERMANENT REFERENCE MONUMENTS
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HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CITY OF010
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ATLANTIC BEACH, FLORIDA.
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SIGNED THIS DAY OF , 2018.
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NATHAN P. FERRET, P.S.M.
94.29'
75.00'
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 6900
S88°58'43"W 169.29'
NORTHERLY R/W LINE
PERRET AND ASSOCIATES, INC.
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2183777.9810
DUDLEY STREET
(E) 525436.2003
(50' R/W)
WELLS FARGO HOME MORTGAGE
LEGEND
■ DENOTES SET PERMANENT REFERENCE MONUMENT STAMPED L.B. 6715.
• DENOTES SET PERMANENT CONTROL POINT STAMPED L.B. 6715
CI DENOTES TABULATED CURVE DATA
LI DENOTES TABULATED LINE DATA
P.C. DENOTES POINT OF CURVATURE
P.T. DENOTES POINT OF TANGENCY
P. F;. C. DENOTES POINT OF REVERSE CURVE
P.C.C. DENOTES POINT OF COMPOUND CURVE
(R) DENOTES RADIAL LINE
(N) NORTHING
(E) EASTING
RNV RIGHT-OF-WAY
C/I- CENTERLINE
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GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 ft.
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
10.00'
N88°58'43"E
L2
9.00'
S00°54'36"E
L3
7.00'
S00°54'36"E
L4
7.00'
S88°58'43"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD
Cl
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C2
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C3
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C4
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C5
3.15'
2.00'
90°06'42"
N45°57'56"W
2.83'
C6
3.14'
2.00'
89°53'18"
N44°02'04"E
2.83'
C7
3.15'
2.00'
90°06'42"
S45°57'56"E
2.83'
C8
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C9
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C10
3.14'
2.00'
89°53'18"
S44°02'04"W
2.83'
C11
3.15'
2.00'
90°06'42"
N45°57'56"W
2.83'
C12
3.14'
2.00'
89°53'18"
N44°02'04"E
2.83'
MAR 2 1 2018 PREPARED BY:
FERRET AND ASSOCIATES, INC.
5627 ATLANTIC BOULEVARD, SUITE #6
JACKSONVILLE, FLORIDA 32207; PHONE (904) 805-0030
L.B. NO. 6715