56 W DUTTON ISLAND - SUBDIVISION CONCEPT PLAN DWG'S■
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CALL BEFORE YOU DIG: 1-800-432-4770
UTILITIES PROTECTION CENTER "
CALL 1-800-432-4770 AT LEAST 72 HOURS BEFORE YOU
DIG TO BE IN FULL COMPLIANCE WITH THE LAW.
ATLANTIC BEACH,, FLORIDA
VICINITY MAP
INDEX TO SHEETS
SHEET NO. PESCRIPTION
1 COVER SHEET
2 EXISTING CONDITIONS/DEMOLITIONS PLAN
3 SITE ENGINEERING
4 WATER AND SEWER DETAILS
DEVEL OPERZA GEN T ENGINEER OF RECORD
PETRA—RICH TRENDEL HOMES NORTH FLORIDA ENGINEERING SERVICES
2440 MAYPORT RD., SUITE #3 9432 BA YMEADOWS ROAD, SUITE 208
ATLANTIC BEACH, FL 322.33 JACKSONVILLE, FLORIDA 32256
CONTACT. • RICH TRENDEL CONTACT: CHRIS FAVRE
TELE: (904) 241-1151 TELE: (904) 737-0971
FAX: (904) 392-5372
V/ / G Ivi/_1 r-
INDEX
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SUR VE YOR
FERRET AND ASSOCIATES, INC..
5627 ATLANTIC BOULEVARD SUITE #6
JACKSONVILLE, FLORIDA 32207
CONTACT: NATHAN P. FERRET
TELE: (904) 805-0030
GENERAL NOT'. -.:S
1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ATLANTIC BEACH
_STANDARD DETAILS AND SPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN A
GOOD WORKMANSHIP MANNER, USING METHODS CONSISTENT WITH INDUSTRY
STANDARDS.
2. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH EXISTING
SITE CONDITIONS PRIOR TO SUBMITTING A BID PROPOSAL FOR CONSTRUCTION
SERVICES ON THE PROJECT. EXISTING CONDITIONS AS MAY BE REFLECTED ON THE
ENGINEERING DRAWINGS WERE COMPILED FROM TOPOGRAPHIC SURVEYS, SOIL
INVESTIGATION REPORTS AND ADDITIONAL INFORMATION THAT WAS MADE AVAILABLE
TO THE ENGIN, 'i=ER. THIS INFORMATION REFLECTS THE CONDITIONS AS THEY EXISTED
AT THE TIME --HE INFORMATION WAS OBTAINED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING
STRUCTURES 1ND UTILITIES. THE CONTRACTOR SHALL USE EXTREME CAUTION
WHILE WORKIIVG IN AREAS OF EXISTING STRUCTURES AND UTILITIES, AND SHALL
MAKE REPAIRS OR PAY FOR THE REPAIRS TO SUCH CAUSED BY HIS WORK.
4. THE CONTFLACTOR SHALL OBTAIN A SEPARATE RIGHT-OF-WAY PERMIT FOR
DRIVEWAY AP"?ONS, SIDEWALKS, CURBS AND UTILITY WORK WITHIN EXISTING CITY
RIGHT-OF-WA'Y' FROM THE PUBLIC WORKS DEPT. CONTRACTOR MUST HAVE A SURETY
BOND ON FILE IN THE PUBLIC WORKS DEPARTMENT BEFORE WATER AND SEWER TAP
TICKETS ANDF:IGHT-OF-WAY PERMIT CAN BE OBTAINED. A REVOCABLE
ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT
FOR THE ALLEYWAY, LANDSCAPING AND IRRIGATION.
5. THE PERMI'fTEE SHALL CORRECT ALL IMPACT (INCLUDING DRAINAGE) TO
NEIGHBORING PROPERTIES (INCLUDING PUBLIC RIGHT-OF-WAYS AND EASEMENTS) TO
THE SATISFACTION OF THE CITY OF ATLANTIC BEACH, PRIOR TO ISSUANCE OF
CERTIFICATE DF OCCUPANCY.
6. BROKEN Sli?EWALKS, CURBS, ETC., ADJACENT TO PROPERTY, MUST BE
REPAIRED/RE-ILACED BEFORE ISSUANCE OF CERTIFICATE OF OCCUPANCY.
7. ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT TO BE USED, MUST BE REMOVED
AND THE RIGH"( -OF -WAY MUST BE BROUGHT BACK TO ITS ORIGINAL STATE.
8. THE CONTRACTOR SHALL SCHEDULE ALL WORK AND INSPECTIONS THE CITY'S
CONSTRUCTION INSPECTOR ASSIGNED 1-0 THE PROJECT. THE CONTRACTOR SHALL
BE RESPONS13LE 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 MILLED
1" OUT AND REPLACED WITH TYPE III ASPHALT 1 % 20' IN EACH DIRECTION FROM THE
CENTER OF THE CUT.
SITE BENCHMARK:
NAIL & DISK
ELEV. = 8.58 (NAVD 88)
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DATE : 08/1412017
JOB NUMBER: 17-008
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Uj OR ON HIS CELL PHONE @ 352-483-6433. WITHOUT WRITEN APPROVAL OF THE ENGINEER.
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SIZE VARIES ROADWAY To R/W LINE VARIES METER BOX PROVIDED AND Q
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PLAN SANITARY SERVICE CONNECTIONS
CONTRACTOR TO ILL
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0-
6-94 LB BAGS OF DRY DITCH
UNDISTURBED SOIL MIN. CEMENT MIXED TOGETHER CLR. MIN DITCH _ SICE WY BANK 6" SERVICE PIPE DATE: 08/28/2017
BEARING CAPACITY: FOR LEVELING COURSE BANK WFF21SERDIMENSIONS MAY VARY TO AVOID PLACEMENT 2000 LB/SQ FT. SECTIOIN VIEW � Q o ANECES ARY JOB NUMBER: 17-008
STD. CLEANOUT COVER 1.0 % MIN. SLOPE
OF METERS UNDER DRIVEWAY. w SCALE; P- NONE
W/ THREADED PLUG
NOTES: o z o 1 " CONCRETELLj -
1) PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. J �z SEE TRENCH DETAILS FOR BEDDING w
PLAN VIEW SINGLE DOMESTIC SERVICE C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED AND COMPACTION z SHEET NUMBER
Q WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. 6" P.V.C. 45° EL. STOPPER OR z
STAN DAR D CO N N ECTI O N
/ 2) THE INTERIOR AND EXTERIOR OF MANHOLE AND INTERIOR OF ADJUSTING RINGS SHALL BE GIVEN TWO COATS PVC SEWER TO EXIST, LATERAL
Do CONNECT TO EXIST. SERVICE NOTES:,
WYE6"X6"
OF BITUMINOUS WATERPROOFING MATERIAL.
d 3) IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING 45. WITH NECESSARY FITTINGS 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS
I� NOTES SHALL BE OMITTED ON INSIDE. (OR PLUG WITH STOPPER 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING.
j
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.
4) JUNCTION MANHOLE (CLOSEST MANHOLE TO WETWELL) SHALL ,BE 5' DIA WITH SPECIALTY INTERIOR LINER.
FOR FUTURE CONNECTION IF
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED,
o
2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
CLEARED FOR USE.
5) ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR Jowl TAPE
6" PVC NONE EXIST)
TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER.
N
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND
(W/PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL
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m
WATER SERVICE CONNECTION DETAIL
TYPE "A" MANHOLE(8"-21 " SEWERS
� UNDISTURBED SOIL
SECTION -SANITARY SERVICE CONNECTIONS
DSEWER
CLEANOUT DETAIL
�
N. T. S.
N.T.S.
-14
Je4azuti JV�YD)
REPLAT OF LOT 6, BLOCK 1, AND A PORTION OF LOT 7, BLOCK 10 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 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 AS NOW ESTABLISHED), 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
PRINT NAME:
OWNER: LUCKY HIONIDES
WITNESS
BY:
LUCKY HIONIDES
PRINT NAME:
CONSENT AND SUBORDINATION BY MORTGAGEE
WELLS FARGO HOME MORTGAGE, AS THE HOLDF?R 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.
1.) ALI� BEARINGS SHOWN HEREON 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 Ni
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 PLP.T THAT MAY BE FOUND IN THE PUBLIC RECORDS OF WITNESS
DUVAL COUNTY, FLORIDA.
5.) THE EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED DRAINAGE EASEMENTS SHALL REMAIN TOTALLY PRINT N7
UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS CF 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 BE MAD' TO THE COMMUNITY'S FLOODPLAIN MANAGEMENT
REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE.
PLAT CONFORMITY REVIEW
#
00
czw,
DELTA
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=i
Lo
STATUTES, THIS DAY OF 2018.
w W
POINT OF
DUTTON ISLAND ROAD WEST
7.00'
S88°58'43"W
C1
COMMENCEMENT
(FORMERLY CHU,,CH ROAD) (50' R/W)
2' I LOT 2
W I
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2.83'
c:
3.14'
GOVERNMENT LOT 13
GOVERNMENT LOT 14
SITE
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II
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SECTION 8
SECTION 11
UNOBSTRUCTED
S
N45°57'56"W
KATHY L. WADE, P.S.M.
=,
GOVERNMENT LOT 4
X
EAST 975.40' I LT N LINE
y _
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POINT OF BEGINNING
PROFESSIONAL SURVEYOR AND MAPPER
3.15'
SECTION 17
SECTION 17
�v
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FLA. LICENSE NO. LS 6164
2.00'
2 �I
N88°58'4 3"E 151.06'
O �
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3.14'
2.00'
cN88"58'43"E 67.00' C7�
12
lc
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2.83'
76.06' 1
3.14'
1 75.00'
C9 ( 888°58'43"W 56.01' C8
SOUTHERLY R/W LINE
2.83'
y
;T
2.00'
DRAINAGE EASEMENT
(NOT TO SCALE)
ED
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2.00'
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0
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VOTES:
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
PRINT NAME:
OWNER: LUCKY HIONIDES
WITNESS
BY:
LUCKY HIONIDES
PRINT NAME:
CONSENT AND SUBORDINATION BY MORTGAGEE
WELLS FARGO HOME MORTGAGE, AS THE HOLDF?R 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.
1.) ALI� BEARINGS SHOWN HEREON 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 Ni
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 PLP.T THAT MAY BE FOUND IN THE PUBLIC RECORDS OF WITNESS
DUVAL COUNTY, FLORIDA.
5.) THE EASEMENTS SHOWN HEREON AND DESIGNATED AS UNOBSTRUCTED DRAINAGE EASEMENTS SHALL REMAIN TOTALLY PRINT N7
UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS CF 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 BE MAD' TO THE COMMUNITY'S FLOODPLAIN MANAGEMENT
REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF JACKSONVILLE.
PLAT CONFORMITY REVIEW
#
00
DIRECTIONL1
DELTA
THIS PLAT HAS BEEN REVIEWED AND FOUND 1N COMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA
O
0
C1
N
Lo
STATUTES, THIS DAY OF 2018.
w W
POINT OF
DUTTON ISLAND ROAD WEST
7.00'
S88°58'43"W
C1
COMMENCEMENT
(FORMERLY CHU,,CH ROAD) (50' R/W)
2' I LOT 2
W I
m
Lo
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~ N
N
2.83'
C4
3.14'
GOVERNMENT LOT 13
GOVERNMENT LOT 14
S44°02'04"W
CD
II
I I
SECTION 8
SECTION 11
UNOBSTRUCTED
S
N45°57'56"W
KATHY L. WADE, P.S.M.
I DRAINAGE EASEMENT
GOVERNMENT LOT 4
GCiVEF NP1EN'€' LOT 3
EAST 975.40' I LT N LINE
y _
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POINT OF BEGINNING
PROFESSIONAL SURVEYOR AND MAPPER
3.15'
SECTION 17
SECTION 17
S45°57'56"E
o
!
I
FLA. LICENSE NO. LS 6164
2.00'
2 �I
N88°58'4 3"E 151.06'
O �
-� -
3.14'
2.00'
cN88"58'43"E 67.00' C7�
12
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W
2.83'
76.06' 1
3.14'
1 75.00'
C9 ( 888°58'43"W 56.01' C8
SOUTHERLY R/W LINE
I`
N
STATE OF FLORIDA, COUNTY OF DUVAL
Q
1 d
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DP Y OF C,I
2018, BY LUCKY HIONIDES WHO IS PERSONALLY KNOWN TO ME OR WHO PRODUCED00
AS IDENTIFICATION AND WHO DID (DID NOT) TAKE AN OATH.
I m
I �
NOTARY PUBLIC, STATE OF FLORIDA AT LARGE O
PRINT NAME:
COMMISSION NO.:
MY COMMISSION EXPIRES
SURVEYOR'S CERTIFICATE Z Z
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O10
THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE oC
LANDS SURVEYED, PLATTED AND DESCRIBED IN THE CAPTION, THAT THE SURVEY WAS PREPARED
UNDER MY DIRECTION AND SUPERVISION AND THAT THIS PLAT COMPLIES WITH ALL SURVEY
REQUIREMENTS OF CHAPTER 177, PART 1, PLATTING, THAT PERMANENT REFERENCE MONUMENTS
HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CITY OF
ATLANTIC BEACH, FLORIDA.
SIGNED THIS DAY OF 2018.
i
I
PLURIDA PROFESSIONAL SURVEYOR AND MAPPER NO. 6900
PERRET AND ASSOCIATES, INC.
00
00
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co
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0
Z
a
0
I�+ LOT I
O
S88°58'43"W 85.17'
LOT 3
i
94.29' 7
S88°58'43" ",/V 169.29'
DUDLEY STREET
(50' R/W)
IYATA
UU
J
GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 ft.
WELLS FARGO HOME MORTGAGE
LkFGEND
■ DENOTES SET PERMANENT REFERENCE MONUMENT STAMPED L.B. 6715.
• DENOTES SET PERMANENT CONTROL POINT STAMPED L.B. 6715
C1 DENOTES TABULATED CURVE DATA
LI DENOTES TABULATED LINE DATA
P.C. DENOTES POINT OF CURVATURE
P.T. DENOTES POINT OF TANGENCY
P I.C. DENOTES POINT OF REVERSE CURVE
P.C.C. DENOTES POINT OF COMPOUND CURVE
(R) DENOTES RADIAL LINE
IN) NORTHING
(E) EASTING
R/W RIGHT-OF-WAY
C/I, CENTERLINE
TAB*
#
00
DIRECTIONL1
DELTA
CHORD BEARING
O
0
C1
N
Lo
L3
w W
S00°54'36"E
C6
7.00'
S88°58'43"W
C1
z (D
W
2' I LOT 2
W I
m
Lo
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~ N
N
2.83'
C4
3.14'
2.00'
89°53'18"
S44°02'04"W
CD
II
I I
oD
U)
UNOBSTRUCTED
S
N45°57'56"W
2.83'
I DRAINAGE EASEMENT
O
2.00'
89°53'18"
O
2.83'
z N88°58'43"E 52.99' C3
3.15'
2.00'
c26
S45°57'56"E
2.83'
I
6
2.00'
2 �I
Cq
2.83'
NN
1 �C5 - S88°58'43"W 67.00'- -
`4- --t------- -
3.14'
2.00'
cN88"58'43"E 67.00' C7�
12
lc
W
2.83'
NS88°58'43"W 75.00'" 2,
3.14'
2.00'
C9 ( 888°58'43"W 56.01' C8
CY)
2.83'
2
T I UNOBSTRUCTED
;T
2.00'
DRAINAGE EASEMENT
o 0
ED
I� oI
3.14'
2.00'
�I�
0
p
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CL
I- wl W
W
C7
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Lo
II L i
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1*C11 x-1
C11 C10 _t
L L
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O
i
94.29' 7
S88°58'43" ",/V 169.29'
DUDLEY STREET
(50' R/W)
IYATA
UU
J
GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 ft.
WELLS FARGO HOME MORTGAGE
LkFGEND
■ DENOTES SET PERMANENT REFERENCE MONUMENT STAMPED L.B. 6715.
• DENOTES SET PERMANENT CONTROL POINT STAMPED L.B. 6715
C1 DENOTES TABULATED CURVE DATA
LI DENOTES TABULATED LINE DATA
P.C. DENOTES POINT OF CURVATURE
P.T. DENOTES POINT OF TANGENCY
P I.C. DENOTES POINT OF REVERSE CURVE
P.C.C. DENOTES POINT OF COMPOUND CURVE
(R) DENOTES RADIAL LINE
IN) NORTHING
(E) EASTING
R/W RIGHT-OF-WAY
C/I, CENTERLINE
TAB*
#
*LINEBLELINE
DIRECTIONL1
DELTA
CHORD BEARING
N88°58'43"EL2
C1
3.15'
2.00'
L3
7.00'
S00°54'36"E
L4
7.00'
S88°58'43"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD
C1
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'
NORTHERLY R/W LINE PREPARED BY:
,2183777.9810 PERRET AND ASSOCIATES, INC.
>5zsa3s.2oo3 5627 ATLANTIC BOULEVARD, SUITE #6
JACKSONVILLE, FLORIDA 32207; PHONE (904) 805-0030
L.B. NO. 6715