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RY SURVEY OF:
LEGAL DESCRIPTION AS FURNISHED: MAP SHOWING BOUNDA
(PARCEL 1 ) LAT BOOK 15" , 1 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
LOT 38, NORTH ATLANTIC BEACH UNIT No. 1 , AS RECORDED IN P
LYING WESTERLY OF THE EROSION CONTROL LINE AS ESTABLISHED BY PLAT BOOK 35', PAGE 59 THROUGH 59B OF SAID CURRENT PUBLIC RECORDS.
(PARCEL 2) OR A POINT OF
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: F
A- PART OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY FLORIDA
Rtr'ERENCE COMMFNCE AT THE NORTHWESTERLY CORNER OF LOT 38, NORTH ATLANTIC BEACH UNIT NO. 1 , R.C.B.S. CORPORATION AS RECORDED IN PLAT
H OOK 35, PAGE 10, OF THE CURRENT PUBLIC RECORDS OF AFORESAID DUVAL COUNTY; THENCE SOUTH 89*56' 15" WEST, ALONG A WESTERLY PROJECTION OF
OF BEACH AVENUE (FORMERLY GARAGE
THE NORTHERLY LINE OF SAID LOT 38, A DISTANCE OF 25.04 FEET TO A POINT IN THE WESTERLY RIGHT–OF–WAY LINE
APPROACH ROADWAY); THENCE SOUTH 03*29'45" EAST, ALONG SAID WESTERLY RIGHT–OF–WAY LINE, A DISTANCE OF 30.00' FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE SOUTH 03*2945" EAST ALONG SAID WESTERLY RIGHT–OF–WAY LINE, A DISTANCE OF 20.06 FEET; THENCE SOUTH 89'56' 15" WEST, ALONG A
WESTERLY PROJECTION OF THE SOUTHERLY LINE OF AFORESAID LOT 38, A DISTANCE OF 50.09 FEET; THENCE NORTH 03*2945" WEST, PARALLEL WITH SIAD
WESTERLY RIGHT–OF–WAY LINE OF BEACH AVENUE AND ALONG THE EAST LINE OF LOT 3, OCEAN GROVE UNIT No. 2, AS RECORDED IN PLAT BOOK 20, PAGE
20 OF THE AFORESAID CURRENT PUBLIC RECORDS, A DISTANCE OF 20.06 FEET; THENCE NORTH 89*56' 15" EAST, PARALLEL WITH SAID WESTERLY PROJECTION
Or LOT 38, A DISTANCE OF 50.09 FEET TO THE POINT OF BEGINNING.
BEACHACCESS
EIGHTEENTH STREET 10' RESERVED EASEMENT
PETIFION # 294; OFFICIAL RECORDS 737, PAGE 245
VARIABLE WIDTH RICHT—OF—WAY
POINT OF LOT 39
REFEEENC
�56 ' 1 5 "E 201 . 11 FOUND 112'1 IRON PIPE
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6645 1
FOUND 314" IRON PIPE LB I
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REALESTATE# 169598--0300 POINT OF
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LOT 37
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REALESTATEII 169531 0
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CERTIFIED TO:
THOMAS W. PIATAK
CENDANT MORTGAGE
STEWART TITLE GUARANTY COMPANY
WATSON & OSBORNE TITLE SERVICES, c\1
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I HEREBY CERTIFY THAT THIS SURVEY MEE
)S AS SET
NOTES.- UM TECHNICAL STANDARE BY
E . P SUANT
IN FLOOD ZONE "X"AND ZONE "VE' LORIDA BOARD OF LAND SURV Y
THIS PROPERTY LIES STATUTES A PTER
(BASE FLOOD ELEVATION 14) BY FLOOD U4P REVISED 472,027 FLORIDA
PANEL NO. 120075 0001 D IIS
APRIL 17, 1969, COMMUNIT F ORQAmhADMIJ VVION CODE.
BEARINGS BASED ON THE SOUTHWESIERLY LINE OF DURDEN
38 AS BEING N 89'56'15. E 40
q SURVEYING AND MAP'PING, INC.
DENOTES 6' WOOD FENCE
8150 LONESTAR ROAD
-V- DENOTES 6' VINYL FENCE JACKSONVILLE, FLORIQA 32211 ISIERED SLP�W07"RO, 4707
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON (904) 724-558B FAX 724-9154 H. BRUCE DURDEN e
3 OF
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORD I
f LICENSED BUSINESS NIO. 6696
DUVAL COUNTY. FLORIDA. SIGNED ALL UST.' 004
EROSION CONTROL LINE NOT SHOWN OR INCLUDED ON THIS SURVEY SCALE: I" = 2Q'
CAD FILE NO. 1.-380WG 2000 OLL—NUMBER C-778
THIS SURVEY NOT VALID UNUESS THIS PRINT IS EMBOSSED VATH THE SEAL OF THE ABOVE SIGNED,
§ 6-24 ATLANTIC BEACH CODE
should be embedded deep enough to support typical live and dead loads (minimum of 5 feet.), and Sec. 6-24. Same—Nonhabitable major structures; residential dune crossover struc.
should not be encased in concrete. Typical spacing between post bents is 6 to 8 feet. Supporting tures.
beams, bents, and stair stringers should not be greater than 2-inch by 12-inch pressure treated (a) Nonhabitable major structures need not meet the specific structural requirements of
lumber. Connections may be fastened with bolts or.nails hotdipped galvanized or stainles§.steel.
All lumber should"be pressure treated. section 6-23,except that they shall be designed to produce the minimum adverse impact on the
beach and dune system and shall comply with the applicable standards of construction found
elsewhere in this code. All sewage treatment and public water supply systems shall be
DESIGN CRITERIA FOR MULTI FAMILY DEVELOPMENTS
The number of walkovers within the development depends on the expected volume and type of flood-proofed to prevent infiltration of surface water anticipated under design storm condi-
traffic; however,the width of each walkover allowed should not exceed 6-feet. Where more than tions. Underground utilities, excluding pad transformers and vaults, shall be floodproofed to
ver is authorized within the development, a minimum 150-foot spacing should be ' revent infiltration of surface water expected under design storm conditions or shall otherwise
one walko p
typ al be designed to:ftmction when submerged under such storm conditions.
provided between authorized walkovers. The piles for the ical w kover are&inch in diameter
and should be embedded approximately 8 feet to account for both structural stability and possible
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dune deflation losses. Since the structural design g idelines provided herein m p_y
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many of these structures. designers of such structures are encouraged to consult the Office staff. a: ay-.0- 4.4-hew p At aq.ij. 4
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See. 6-25. Same—Minor structures.
Minor structures need not meet the specific structural requirements of section 6-23 except
Dune
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they shall be designed to produce the minimum adverse impact on the beach and dune system
and shall comply with the applicable standards of construction found elsewhere in this Code.
U U r (Ord. No. 25-86-17, § 1, 2-24-86)
51-8
61-8 as
�Appropriate
Sec. 6-26. Same—Location.
Construction,except for elevated walkways,lifeguard support stands,piers,beach access
um ramps, gazebos, and coastal or shore protection structures, shall be located a sufficient
from Vegetation
distance landward of the beach to permit natural shoreline fluctuations and to preserve dune
stability. Construction, including excavation, may occur to the extent that the natural storm
buffering and protection capability of the dune is not diminished.
(Ord. No. 25-86-17, § 1, 2-24-86)
Sec. 6-27. Same—Public access.
Where the public has established an accessway through private lands to lands seaward of
an
mean high tide or water line by prescription,prescriptive easement,or any other legal me s,
Revised October 4,2000 development or construction shall not interfere with such right of access unless a comparable
alternative accessway is provided.The developer shall have the right to improve, consolidate,
or relocate such public accessways so long as they are:
(1) Of substantially similar quality and convenience to the public;
(2) Approved by the local government; and
Supp.No. 18 412
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BEACH/DUNE WALKWAY GUIDELINES EF M
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Introduction: In many areas of the State, sand dunes provide a significant amount of r 0 Li US Q 0
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protection to the upland. property, to upland development, and to adjacent beach areas. C4 En 0 M Z Ir
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The Department, therefore, encourages the construction of elevated walkway structures I-Z UJ (n C)
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which are designed to protect the dune topography and dune vegetation from pedestrian co UJ 0> Ln U
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traffic and which allow for the natural reconstruction and revegetation of damaged or rr Z Z-J Ln
eroded dunes. �pc 6 b C1 EL 0-:R V) Z
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required for construction of walkways on most sandy beaches (0 C..) M D Z Q-:;
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fronting on the open waters rn .1 -, I t
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Permit Requirements: A permit from the Florida Department of Natural Resources is ir
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of the Atlantic Ocean or Gulf of Mexico. In areas where a coastal construction control X Cq OZ (n 0 in 0 N N i_-� 0-W
line has been established pursuant to provisions of Section 161.053, Florida Statutes, a. Z CV 0_JW _J�-W 't- a_
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a permit is required for all excavation, construction, or other activities with the Z < C4 C,4 V)M
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potential to cause beach erosion or damage coastal vegetation. Permits for walkways (=)5 CL
contain standard conditions which require construction to be conduct4d in a manner that
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minimizes short term disturbance to the dune system and existing vegetation. a. Om
Replacement of vegetation destroyed during construction with similar plants suitable for bi Cr 0-0 1:
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beach/dune stabilization is required. Only limited excavation for the a_
placement of a�
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support posts is authorized for construction of walkways. The construction of walkways 0 D
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may not occur during the marine turtle nesting season, typically May I through October 1-52 C4 1:0-1d "a-A
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31, except for Brevard through Dade counties (March I through October 31) . For further X X CA D X 0
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information, contact the Bureau of Coastal Engineering and Regulation at the address or I CX4
tele wn
General Design: Walkways to be constructed across vegetated dunes or across heavily
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vegetated beach berms should be post-supported and elevated a sufficient distance above
the existing or proposed vegetation to allow for sand build-up and clearance above the J
vegetation (this may be several feet depending on the type of vegetation) . Walkways <
should generally be constructed perpendicular to the shoreline and extend at least up
to the seaward toe of the frontal dune or the existing line of vegetation but not
further than 10 feet seavrard of the vegetation. Support posts should not be installed
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into dune slopes which are steeper than approximately 30 degrees. Whenever possible, CL a
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stairways leading from the top or crest of a dune down to the beach should be designed
to completely span the seaward slope of the dune. The final siting of the walkway Lii
structure will be determined by the Bureau's field representative during a
preconstruction conference with the owner and/or the owner's contractor.
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Structural Design: Walkways are minor structures which need not meet specific
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structural requirements to resist wind and wave forces, but should be designed to :D
rproduce minimum scour of the beach and dune topography during a storm event and to
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reduce the potential for damage to upland structures as airborne or waterborne debris. IL I -C
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Except for public access walkways and handicap ramps, the width of the walkway structure <
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should not exceed 4 feet. The railing should be limited to a handrail and one center 0. 0
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guardrail. The posts for the walkway structure should not be greater than 4-inch by 4- H 0
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inch, should be embedded only deep enough to support typical live and dead loads . -7;t��
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(approximately 5 feet) and should not . be encased in concrete. The posts should be
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spaced a sufficient distance (typically every 8 feet) to allow the growth of vegetation. in-
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Supporting beams and bents should not be greater than 2-inch by 10-inch and stair V) M6
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stringers not greater than 2-inch by 14-inch pressure treated lumber. Walkway decking U
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should not exceed 2-inch by 14-inch pressure treated lumber. Walkway decking should not CT W Cr OMO
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exceed 2-inch thick planks. Connections may be fastened with bolts or nails (hotdipped
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galvanized or stainless steel) . All lumber should be pressure treated. LLJ
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Public Access Walkways anti Handicap Ramps: Walkways are encouraged at all public acce a: M(L W L,
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points and adjacent to multifamily dwelling structures. The number of walkways on a 0
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site and the width of each walk depends on the expected volume and type of traffic. (n a-UJ
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Handicap access structures should conform to the standards established in ANSI Z
publication A117.1-1980. Since the structural design guidelines provided above may not 0 W-JE
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apply to these structures, designers of such structures are encouraged to consult the —,Z-T
Department staff. U7
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Revised January 1992 Z
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