8438-13ORDINANCE NO. 8438-13
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA MAKING AMENDMENTS TO BEACH BY
DESIGN: A PRELIMINARY DESIGN FOR CLEARWATER
BEACH AND DESIGN GUIDELINES; BY AMENDING
SECTION II. FUTURE LAND USE, SUBSECTION C. THE
"MARINA DISTRICT," TO REFERENCE THE STANDARDS
TO WHICH THE PUBLIC BOARDWALK MUST COMPLY;
BY ADOPTING THE MARINA DISTRICT BOARDWALK
DESIGN GUIDELINES AND SPECIFICATIONS IN EXHIBIT
A; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, Clearwater Beach is a major contributor to the economic health of
the City overall and the City desires to support the tourism industry; and
WHEREAS, the Marina District is the northern gateway to Clearwater Beach and
has a high profile location along Clearwater Harbor and visibility from Causeway
Boulevard; and
WHEREAS, it is the desire of the City to attract people to the district and create a
pleasant pedestrian environment; and
WHEREAS, there is a need to define the guidelines and specifications for the
construction of the public boardwalk in the Marina District; and
WHEREAS, the design specifications are delineated in a separate document
entitled "Marina District Boardwalk Design Guidelines and Specifications "; and
WHEREAS, the proposed amendments to Beach by Design have been
submitted to the Community Development Board acting as the Local Planning Authority
(LPA) for the City of Clearwater; and
WHEREAS, the Local Planning Agency (LPA) for the City of Clearwater held a
duly noticed public hearing and found that amendments to Beach by Design are
consistent with the Clearwater Comprehensive Plan and the Clearwater Community
Development Code; and
WHEREAS, Beach By Design was originally adopted on February 15, 2001, and
subsequently amended, now therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
CLEARWATER, FLORIDA:
1 Ordinance No. 8438 -13
Section 1. Beach by Design: A Preliminary Design for Clearwater Beach and
Design Guidelines, Section 11, Subsection C. Height Incentives and Required Public
Amenities, is amended as follows:
Development located on Clearwater Harbor utilizing a height bonus as outlined in the
table below must provide to the City of Clearwater a 15 foot wide boardwalk constructed
within a 20 -foot public access easement adjacent to the seawall, either over the water
or on the land as determined by the City. Any non - waterfront parcel using the height
bonus shall contribute financially to the Papaya and Baymont Street streetscape or the
public boardwalk, in a manner determined by the City. The public boardwalk shall be
built according to the adopted Marina District Boardwalk Design Guidelines and
Specifications.
Section 2. " Marina District Boardwalk Design Guidelines and Specifications"
attached hereto as Exhibit "A" are hereby adopted.
Section 3. The City Manager or designee shall forward said plan to any
agency required by law or rule to review or approve same.
Section 4. Should any part or provision of this Ordinance be declared by a
court of competent jurisdiction to be invalid, the same shall not affect the validity of the
Ordinance as a whole, or any part thereof other than the part declared to be invalid; and
Section 5. This ordinance shall take effect immediately upon adoption.
PASSED ON FIRST READING August 14, 2013
PASSED ON SECOND AND FINAL September 5, 2013
READING AND ADOPTED
- geatcnccitkos
George N. Cretekos
Mayor
Approved as to form: Attest:
Leslie K. Douga' Saes
Assistant City Attorney
,ekki
Rosemarie Call
City Clerk
2 Ordinance
Clearwater
Clearwater Marina District Boardwalk Design Guidelines and Specifications
AO 2013
Exhibit "A"
General Information:
The Clearwater Marina District Board-
walk Design Guidelines and Specifi-
cations, adopted by Ordinance No.
8438 -13, should be considered a
supplemental document to the City
of Clearwater's special area plan
Beach by Design: A Preliminary De-
sign for Clearwater Beach and De-
sign Guidelines. It shall guide con-
struction of the public boardwalk
along Clearwater Harbor from Bay -
mont Street south to the southern
boundary of the District terminating at
a public plaza adjacent to the public
parking lot north of Memorial Cause-
way.
This document provides specific re-
quirements regarding the design
and construction of the public board-
walk on private property, as well as
the public entrances to be con-
structed by the City of Clearwater at
Papaya and Baymont Streets and the
public plaza to be constructed by the
City of Clearwater adjacent to the
public parking lot north of Memorial
Causeway.
Where feasible the boardwalk should
be constructed completely over the
water rather than on uplands. Excep-
tions may be granted on properties
adjacent to the public entrances at
Papaya and Baymont Streets or when
a hardship prevents construction over
the water.
Public entrances and sidewalks
should incorporate all required street -
scaping standards identified within
the Beach by Design document. The
sidewalk along East Shore Drive and
the sidewalk from the public plaza to
the east /west sidewalk at Memorial
Causeway should be provided as
indicated herein.
The boardwalk and sidewalk shall be
compliant with all governing codes
and regulations including compliance
with the Florida American with Disabili-
ties Act Accessibility Guidelines.
LEGEND
PUBLIC ENS
TO BOARD
SIDEWALK
0 NORTH LIM
Figure 1 - Scope of Boardwalk & Sidewalk Guidelines
Property owners required to construct the new public boardwalk as a result of
the development approval process are responsible for constructing a continu-
ous portion of public boardwalk along the length of their property as indicated
herein. Property owners adjacent to public entrances to the public boardwalk
must also address, integrate and transition to the public entrances. Public
boardwalk and transitions requiring environmental engineering for permitting
will be the responsibility of the property owner. Environmental engineering re-
quired for the public plazas will be the City's responsibility.
Private property transitions including any and all stairs, ramps, railings, or con-
tinuation of decking from or transitioning to the public boardwalk or public
entrances shall be accessible. All work shall be consistent with these guide-
lines and must be consistent in fit and finish, complementary to the new pub-
lic boardwalk and its entrances. All phases of design documents shall be sub-
mitted to the City of Clearwater for review, comment and approval by the
City's Parks & Recreation Department.
The City of Clearwater - Parks and Recreation Department shall be responsible
for maintaining the constructed public boardwalk up to the private property
owners adjacent property upon acceptance the boardwalk is constructed to
the satisfaction of the Parks & Recreation Department and after the one year
warranty construction period is completed and walk though acceptance by
the City of Clearwater - Parks and Recreation Department.
City of Clearwater 1 Planning & Development Department 1 Municipal Services Building, 1st Floor 100 S. Myrtle Ave. Clearwater, FL 33756
Clearwater
Clearwater Marina District Boardwalk Design Guidelines and Specifications
July 2013
Page 2
22' DUKE ENERGY
SANIBEL LIGHT
FIXTURE
PALM SPACED 30'
MAXIMUM ON
CENTER. 10' CLEAR
TRUNK REQ.
PROPERTY
LINE
SETBACK
EAST SHORE DRIVE
RIGHT OF WAY
5' LANDSCAPE BUFFER
5' SIDEWALK EASEMENT
5 RIGHT OF WAY, CLEAR
FROM BACK OF CURB
Figure 2 - East Shore Drive Sidewalk Section Diagram
Sidewalk Requirements: (East Shore Drive)
As shown in Figure 1 & 2 and as stated within the Beach by
Design guidelines, a 10 foot wide (clear and starting from
the street curb) pedestrian sidewalk along East Shore Drive
shall be provided. An easement shall be required as neces-
sary to provide this distance. The following sidewalk im-
provements shall be provided, including street lighting, trash
receptacles, landscaping & hardscaping material. All im-
provements shall not interrupt pedestrian movement along
the sidewalk.
Sidewalk finish material: coquina shell topping surface
Provide gray concrete sidewalk with broadcast coquina
shell topping
Lighting: Duke Energys 22' Sanibel Light Fixture
Duke Energys High Pressure Sodium 100 watt, 9500 lu-
mens Sanibel Light Fixture, mounted 22 feet high and
spaced maximum 60 feet on center.
Trash receptacles: Bright Ideas Shop, FP6095 -P —Jumbo
Waste Series
Provide trash receptacles along the sidewalk spaced 75'
on center and within the 5 foot sidewalk easement.
Landscaping:
Provide palm trees spaced at a maximum of 30' on
center with 10' of "clear trunk" base minimum. Accept-
able palm trees include Butia Capditata (Pindo Palm) or
Butiagrus nabonnandii (Mule Palm)
PROPERTY
LINE
LOCATION
VARIES
18' SETBACK FROM
FACE OF SEAWALL
Figure 3 - Boardwalk Section Diagram
PROPERTY
LINE
LOCATION
VARIES -'
BOARDWALK
15' WIDE MIN.
LOCATED
ENTIRELY OVER
WATER EITHER
UP TO SEAWALL
CAP OR AWAY
FROM SEAWALL
CAP SEE F G-
URES 6 & 7 FOR
ADDITIONAL
DETAILS
CONTINUE
RAILING AT
BOARDWALK
ENDS.
TO BE REMOVED
BY FUTURE
BOARDWALK
DEVELOPERS IN
ORDER TO
CONTINUE
BOARDWALK
18' SETBACK FROM
FACE OF SEAWALL
Figure 4 - Boardwalk Section Diagram with ends
Boat Dock Transitions: (to & from public boardwalk)
Any and all private or public boat docks, transitioning
to or from the public boardwalk shall be compliant
with all governing codes and regulations including
compliance with the Florida American with Disabilities
Act Accessibility Guidelines, the Pinellas County Water
& Navigation Code, including Section 166 -325 Board-
walk and Observation Platforms on Commercial &
Multi -Use properties & Sectionl 66-332 Minimum Con-
struction Specification for all dock construction.
City of Clearwater 1 Planning & Development Department 1 Municipal Services Building, 1st Floor 100 S. Myrtle Ave. Clearwater, FL 33756
rwater
Clearwater Marina District Boardwalk Design Guidelines and Specifications
July 2013
Page 3
Public Entrance Requirements: (At Papaya & Baymont Streets, drop off areas shall be provided)
There will be three public pedestrian oriented park plaza accesses to the boardwalk. Two located east of East Shore
Drive at Papaya Street and Baymont Streets. These street ends shall be converted from streets to public entry pedestrian
plazas to the boardwalk with vehicular drop off areas. At the southern end of the boardwalk a public pedestrian access
plaza shall be created east of the public parking lot and this plaza will connect to the sidewalk running east / west
along the Memorial Causeway Boulevard. Other improvements shall include sidewalk pathways leading to the board-
walk entrances, lighting, seating areas, trash receptacles, bicycle racks, water fountains, collapsible bollards, and land-
scaping & hardscaping. All improvements shall not interrupt pedestrian pathways.
Sidewalk finish material: coquina shell topping surface
Provide gray concrete sidewalk with broadcast coquina shell topping
Lighting: Duke Energy's 22' Sanibel Light Fixture
Provide lighting suitable for pedestrian pathways and seating areas.
Benches:
Provide benches at seating areas.
Trash receptacles: Bright Ideas Shop, FP6095 -P —Jumbo Waste Series
Provide trash receptacles spaced equally and within 75' of each other
Bicycle Racks: Bikeparking.com WCR02 -SF Welle Circular surface mount. Color: Match existing bicycle racks,
Provide bicycle racks secured in accordance with manufacturer's specifications. Al bicycle rack materials including
fasteners shall be stainless steel 316 grade. Bike racks are not to be provided along East Shore Drive.
Water fountains: Manufacturer, Most Dependable Fountains, Mostdependablefountains.com, 10135 SMSS Chrome
Provide water fountains in accordance with manufacturer's requirements. Fountain materials, including fasteners
shall be stainless steel 316 grade. Provide 3' diameter dry well 2' deep adjacent to fixture for water fountain drain-
age.
Bollards:
Provide powder coated, stainless steel 316 grade collapsible bollards at vehicular drop off areas to limit vehicular
access to pedestrian areas. Provide powder coating color sample to City of Clearwater for approval.
Landscaping:
Provide plant material at each public entry to the public boardwalk. All plant material shall meet Florida Grade #1
or better. Planting shall be performed in accordance with the Florida Nurserymen's and Grower's Landscape Asso-
ciation approved practices.
Acceptable landscape material:
a. Tree / Palms
i. 10' Butia Capitata (Pindo Palm)
ii. 10' Butiagrus nabonnandii (Mule Palm)
Iii 10' Ligustrum japonicum
b. Shrub types
Muhlenbergia lindheimeril 3 gallon containers 18 " -24" height planted 3' on center
ii. Podacarpus macrophylla 3 gallon containers 18 " -24" height planted 3' on center
iii. Ilex species 3 gallon containers 18 " -24" height planted 3' on center
iiii. Grass species 3 gallon containers 18 " -24" height planted 3' on center
City of Clearwater 1 Planning & Development Department I Municipal Services Building, 1st Floor 100 S. Myrtle Ave. Clearwater, FL 33756
° Y rwater
y,
Clearwater Marina District Boardwalk Design Guidelines and Specifications
Juhy 2013
Page 4
Landscaping: (Continued)
c. Ground cover species
I. Trachelosperum asiaticum variegated - Variegated Asian Jasmine 1 gallon containers 10 " -12" spread
planted 1' on center
II. Trachelosperum asiaticum green - Green Asian Jasmine 1 gallon containers 10 " -12" spread planted 1' on
center
III. Arachis glabrata - Perennial Peanut 1 gallon containers 10 " -12" spread planted 1' on center
Boardwalk Material Requirements:
This section contains the requirements related to boardwalk materials, including pile bents (wood pilings & piles caps),
wood piles, pile caps, wood stringers, composite decking, railings, lighting, and fasteners. Boardwalk must accommo-
date a 2000 lb vehicular live load. Furthermore requirements herein are meant to be consistent with Pinellas County
Water & Navigation Code, including Section 166 -325 Boardwalk and Observation Platforms on Commercial & Multi -Use
properties & Sectionl 66 -332 Minimum Construction Specification for all dock construction. Where discrepancies cccur
the more restrictive requirements shall govern.
Boardwalk limber Piles:
Provide Southern Yellow Pine piles in accordance with ASTM D 25. Piles shall be round timber that are unused, clean
peeled, and in one piece from butt to tip. Piles shall be pressure treated according to AWPA C3 and AWPA 018
standards for marine service conditions. Structural member sizes shall be determined by the applicant and /or appli-
cant's representative, piles shall not be less than 8 inches in diameter and piles shall be penetrated not Tess than 8'
below mud line. Piles should be terminated below finished decking material not to exceed 10 feet above mean
high water levels.
Pile Wrapping:
All piles shall be wrapped with .060 mil /LF High Density Polyethylene pile wrapping material. Pile wrapping shall ex-
tend continuously from mud line to 2' above mean high water line.
Pile Bents: (Pile and Pile cap)
Pile bents spacing should be determined by the applicant and /or applicant's representative, not exceed 12' on-
center. All pile bents shall have at a minimum 2" x 8" pile caps, bearing stringers to support deck joists. All intersec-
tions shall be bolted.
Pile Caps:
Pile caps shall be at a minimum 2" x 8" pressure treated lumber. All intersections shall be bolted.
Stringers:
Outside stringer systems shall be doubled 2" x 8" pressure treated lumber or greater. Provide 5/8" diameter stainless
steel bolts or greater to attach stringers to pilings. Intermediate stringers shall be single 2" x 8" pressure treated lum-
ber or greater spaced not less than 16" O.C. to accommodate light vehicular traffic. Not to exceed a live load of
2000 lbs. All structural member sizing, spacing and fastening requirements must be determined by the applicant
and /or applicant's representative.
All Timber /Lumber:
Shall be pressure treated and rated for ground contact. All wood members, including pressure treated wood mem-
bers and all concealed wood members cladded with Trex Transcend composite decking material, shall be finished
at all surfaces with Sikkens Cetol Waterborne SRD Translucent Wood Finish in accordance with manufacturer's re-
quirements. Pressure treated lumber must be fully cured (6 weeks) prior to receiving Sikkens treatment.
Fasteners:
All metal fasteners, including but not limited to, bolts, screws, and nails, etc. shall be stainless steel 316 grade. Only
316 grade stainless steel will be accepted. Al bolts shall extend no further than 3 or 4 threads beyond nut fastener.
Decking: Trex Transcend 2" x 6" composite decking material. Deck Color 1: Gravel Path; Deck Color 2: Rope Swing
Install in accordance with manufacturer's requirements. Decking should be cut to length and shall not extend to
outside stringer not to exceed more than 2" beyond. See sections and drawing diagrams contained within this
document.
City of Clearwater 1 Planning & Development Department 1 Municipal Services Building, 1st Floor 100 S. Myrtle Ave. Clearwater, FL 33756
Clearwater
Clearwater Marina District Boardwalk Design Guidelines and Specifications
Ju y 2013
'.age 5
Boardwalk Material Requirements: (Continued)
Railing: Trex Transcend 2" x 6" composite decking material. Deck Color 1: Gravel Path; Deck Color 2: Rope Swing
Provide railings configured in accordance with sections, elevations, and details contained within this document. Only pro-
vide railings where required by applicable codes. Top rails shall not be less than 42" above finished walkway surface.
Benches: Trex Transcend 2" x 6" composite decking material. Deck Color 1: Gravel Path
Provide benches at public boardwalk configured in accordance with sections and details contained within this document.
Provide benches spaced every 40' -0" along the length of boardwalk walkway.
Lighting: Post mounted Stonelight, LED light fixtures. Color: Requires approval by City of Clearwater Parks & Recreation De-
partment. At Boardwalk walkways provide LED light fixtures integrally mounted to railing posts and as indicated at railing
elevation and section drawings. Provide LED light fixtures spaced every 12' on center along both sides of boardwalk. Pro-
vide infrastructure as required.
Trash Receptacles: Bright Ideas Shop, FP6095 -P - Jumbo Waste Series. Color: Match existing receptacles.
At Boardwalk walkways provide trash receptacles spaced every 120' on center along boardwalk adjacent to benches and
as dimensioned. Provide trash receptacles where indicated, see diagram contained within, All trash receptacles to re-
ceive a 316 stainless steel plate provided by the City of Clearwater - Parks & Recreation Department and shall be screwed
onto the top cap of trash receptacles to prevent cigarette burns.
Mostdependablefountains.com, 10135
SMSS Chrome, for use at entry nodes
Bright Ideas Shop, Trash Receptacle FP6095 -P, for use at
sidewalks, entry nodes, & at boardwalk
Butia Capitata Pindo Palm
Bikeparking.com, WCR02 -SF bicycle racks, for use at
ent nodes
Stonelight LED light fixture
Ligustrum japonicum Butiagrus nabonnandii Mule Palm
City of Clearwater I Planning & Development Department I Municipal Services Building, 1st Floor 100 S. Myrtle Ave. Clearwater, FL 33756
ater
_
Clearwater Marina District Boardwalk Design Guidelines and Specifications
July 2013
Page 6
EARTH LAND SIDE
r-4, LIT
111,111,711,
.11--111:1 I 1:_11 _11
'111=111±-1
KI1r.
1 111T
1_1E-A1111=1
ll-
1_=111-11H11;
_F-11=111E',1.-
-41i=1111E-11-
fE-111=12=r
'11E=11'=r1
I_ 11
1!=1.1".111:_rii_r..-11'
:.11111'1'110,11.- _11
TOP OF BOARDWALK TO BE
RUSH WITH TOP OF
ADJACENT SEAWALL
114" 316 GRADE STARLESS
STEEL PLATE FASTENED TO
DEOONG ONLY, SUP OVER
SEAWALL
15-0" MNIMUM
DOUBLED, MIN T X r PRESSURE
TREATED STRIDER ATTACHED
TO PIING
MN T X r PRESSURE %REAM)
PILE CAP. ONE EACH SIDE AT
PILNt3S
PRIDE BENCH EVERY
40' ATTACHED TO DOUBLE
STRINGER BELOW DECK
DOUBLED MIN T x
PRESSURE TREATED
STRINGER AT BENCH
TLC O.C. TYPICAL
HIGH DENSITY
POLYETHYLENE PLE
WRAP, CONTINUOUS FROM
MUD LINE TO 2' ABOVE
MEAN HIGH WATER LINE,
TYPICAL AT PILES
18.0 • BUILDING SET BACK
_1]=-11111-1
-
1111111-1,' 1
114- II.
2'41' MIN
.."-I''1117;1-1Till1--I'Llli'l'irlETI!.111-1 -11'11
1111i.1H:1,111.711E1. 1=.
ildj114
NOT TO INCEED 17.0 O.C.
Figure 6 Typical Boardwalk Section at 1/2" = 1'-0" Scale
Detail indicates when boardwalk engages seawall providing continuous walkway
ity.:-.41TE11-111-=111=1
H-111-3 r--.111=TrVi-FC.---1--
1.
NOT TO EXCEED 12-0 O.C.
PREFORMED CAP OVER
PRESSURE TREATED POST
PRESSURE TREATED
BLOCKING AS REQUIRED
2X COMPOSITE DECKING
MATERIAL CONTINUOUS
SUPPORT AT HORIZONTAL
COMPOSITE MEINERS, TYP.
LED LIGHT FIXTURE 20'-0 O.C.
MOUNTED TO TXTXT DEEP
EPDXY COATED JUNCTION BM
1X COMPOSITE DECKNG
MATERIAL WRAPPED AROUND
4 X4 PRESMNE TREATED
COLUMN POST, TYP.
2X COMPOSITE DECIONG
"INTERIM, TYP.
CURB, 2X COMPOSITE
DECKING MATERIAL, TYP.
COMPOSITE DECKING
MATERIAL, TYPICAL DESIGN
MUST ACCOMMODATE 21C LB
VEHICULAR UVE LOAD
PRESSURE TREATED POST
FASTENED TO DOUBLE
511214081, FASTEN THROUGH
PILE WHEN SPACN0 ALLOWS
DOUBLED, MN TX r
PRESSURE TREATED STRINGER
561' STAINLESS STEEL
FASTENER S1S GRADE. LIMIT
BOLT BEYOND NUT FASTENER
TO 3 OR 4 THREADS, TYPICAL
REV NT
BASE LME
NIN r DIA RUNG, MNIAUM
PENETRATION DEPTH W.0
BELOW MUD UNE
0
ater
Clearwater Marina District Boardwalk Design Guidelines and Specifications
July 2013
Page 7
TOP OF BOARDWALK TO BE
FLUSH WITH TOP OF
ADJACENT SEAWALL
EARTH @ LAND SIDE
15-0' MNIMUM
DOUBLED MN 7 X 7 PRESSURE
TREATED STRINGER ATTACHED
TO PIUNG
MIN rx r PRESSURE TREATED
PILE CAP. ONE EACH SEE AT
PIUNGS
PROVIDE BENCH EVERY
40ACHEO TO DOUBLE
STRINGER BELOW DECK
DOUBLED, MN 2 X r
PRESSURE TREATED
STEGERAT BENCH
IJII '!I_ I,L I�
II 1 1 •li II
1117=111E1 1 -1II —Iii = III Iii
1 -- l ll 1Vii. ALL I
I I Ill 1 11 I� �- r� I I-1 I
II�II —II � i III III i� _ III Ail —
Ili �IIIIl
11 u� nl II
Iii ul l�n�I TII 11IT
11i11-ji - 1t�11)
HIGH DENSITY
POLYETHYLENE PILE
WRAP, CONTNUOUSFROM
MUD UNE TO ABOVE
MEAN HIGH WATER LNE,
TYPICAL AT PILES
t
1841' BULDING SET BACK
7-0' MIN I NOT TO EXCEED 1247 O.C.
Figure 7 Typical Boardwalk Section at 1/2" = 1' -O" Scale
Detail indicates when boardwalk is separated from seawall requiring railing at each side
PREFORMED CAP OVER
PRESSURE TREATED POST
PRESSURE TREATED
BLOCKING AB REQUIRED
24 COMPOSITE DECKING
MATERIAL CONTNUOUS
SUPPORT AT HORIZONTAL
COMPOSITE MEMBERS, TYP.
LED LIGHT FIXTURE 28-O O.C.
MOUNTED TO27i3'X7 DEEP
EPDXY COATED JUNCTION BOX
Tx COMPOSITE DECKING
MATERIAL WRAPPED AROMA)
4 X 4 PRESSURE TREATED
COLUMN POST, TYP.
2X COMPOSITE DECKING
MATERIAL, TYP.
CURB, 2X COMPOSITE
DEOIGNG MATERIAL, TYP.
2X COMPOSITE DECKING
MATERIAL, TYPICAL. DESIGN
MUST ACCOMMODATE 214 LB
VEHICULAR LIVE LOAD
PRESSURE TREATED POST
FASTENED TO DOUBLE
STRINGER, FASTEN THROUGH
PILE WHEN SPACING ALLOWS
DOUBLED, MIN 7 X 8
PRESSURE TREATED STRINGER
518 STARLESS STEEL
FASTENER 316 GRADE uMR
BOLT BEYOND NUT FASTENER
TO 3CR4THREADS, TYPICAL
ELEV EI-0'
BASE IRE
MN r DIA PILNG, MINIMUM
PENETRATION DEPTH 8.G
BELOW MUD LIE
Cr. Clearwater ,..,,, Development Department Services Bukting, ._t ..__r 100 S. Mi'ee Me. Clearwater, FL 3375.5
ater
aeawater Marina District Boardwalk Design Guidelines and Specifications
July 2013
Page 8
COMPOSITE DECKING BENCH
SPACED 404r O.C.
CONNECTED TO DOUBLE
STRINGER BELOW
BOARDWALK DECKING
TRASH RECEPTACLE FIXED
PERMANENTLY TO BOARDWALK.
POSITION ADJACENT TO BENCH AS
DIMENSIONED. LOCATE V FROM
RAILING SPACED 120'0 O.C.
PREFORMED CAP OVER
zizz-
PRESSURE TREATED POST
DICOMPOBITEDECKING
MATERIAL CONTINUOUS
SUPPORT AT HORIZONTAL
i 11 COMPOSITE MEMBERS, TYP.
1
II 1� 1;111� 1IiLll� I
Figure 8 Typical Boardwalk Railing Elevation at 1/2" = 1' -0" Scale
LED LIGHT FIXTURE 217-fl O.C.
MOUNTED TO 2X378 DEEP
EPDXY COATED JUNCTION BOX
2X COMPOSITE DECKNG
MATERIAL, TYP.
IX COMPOSITE DECKNG
MATERIAL WRAPPED AROUND
4 X 4 PRESSURE TREATED
COLUMN POST, TYP.
CURB, 2X COMPO&IE
D ECKING MATERIAL, TYP.
2X COMPOSITE DECKING
MATERIAL, TYPICAL. DESIGN
MUST ACCOMMODATE 21( LB
VEHICULAR UVELOAD
PRESSURE TREATED POST
FASTENED TO DOUBLE
SWINGER, FASTEN THROUGH
PILE WHEN SPACING ALLOWS
DOUBLED, MIN 2' X r
PRESSURE TREATED STRINGER
sr STAINLESS STEEL
FASTENER 318 GRADE. LIMIT
BOLT BEYOND NUT FASTENER
TO 3 OR4 THREADS, TYPICAL
ELEVV -V
BASE LIE
MIN r DIA FLING, MNMUM
PENETRATION DEPTH r.0
BELOW MUD UNE
HIGH DENSITY
POLYETHYLENE PILE
RAP, 0NT11U0US FROM
MUD UNE TO ABOVE
MEAN IIGH WATER UNE,
TYPICAL AT PLES
Planning " rt Development Depaarnant Municipal ...........s Buttclina. 10 Floor 100 FL 33756
0
Clearwater Marina District Boardwalk Design Guidelines and Specifications
Bench Section Detail
July 2013
Page 9
EQ.
EQ.
EQ.
10•
z-r
10•
318 STAINLESS STEEL
ARM REST, POWDER
COATED, SUBMIT
COLOR SAMPLE TO
CRY OF CLEARWATER,
TYPICAL
_ COMPOSITE
DECKING MATERIAL
CONTINUOUS, TYPICAL
2X PT LUMBER,
TYPICAL
4X4 PT POST
CONNECTED TO
DOUBLE STRINGER
2X COMPOSITE DECKING
MATERIAL
PT DOUBLE STRINGER
5/8" STAINLESS STEEL
FASTENER 318 GRADE.
UMIT BOLT BEYOND NUT
FASTENER TO 3 OR 4
THREADS, TYPICAL
1111111111 MINIM Min MINIM =I= MUM MIMI MEM MINIM NUM MIMI 1111•111 MIMI MINIM 1111111111 •111111111
Bench Section Detail
NZ,
V-0"
1
Figure 9 Typical Boardwalk Bench Detail at 1" = 1'..0" Scale Bench Plan Detail
1
4X4 PT POST
CONNECTED TO
DOUBLE STRINGER
2X COMPOSITE
DECKING MATERIAL
CONTINUOUS, TYPICAL
316 STAINLESS STEEL
ARM REST, TYPICAL
-• I re-f Department Municipal Ser.lo ullding. 1st Floor 100 F '“••••••° Ave. Cle,alwater, FL 33756