Menard_May_Park_Dock_Plans_Complete_Set_(8-9-2024).pdf

BOBBY COPELAND, FIELD OPERATIONS SUPEINTENDENT

(386) 424-2400 x4007

EDGEWATER, FLORIDA 32132

CITY OF EDGEWATER, FLORIDA

104 NORTH RIVERSIDE DRIVE

ENGINEER/SURVEYOR:

902 N SINCLAIR AVE

TAVARES, FL 32778

HALFF ASSOCIATES, INC.

(352) 343-8481

DUANE K. BOOTH, P.E., PROJECT ENGINEER

CITY ATTORNEY

AARON R. WOLFE

GLENN A. IRBY

CITY MANAGER

CITY CLERK

BONNIE ZLOTNIK

DISTRICT 1

DISTRICT 4

MAYOR

DIEZEL DEPEW

CHARLOTTE GILLIS

DEBBIE DOLBOW

GIGI BENNINGTON

JONAH POWERS

BRENDA DEWEES

DISTRICT 2

DISTRICT 3

V I C I N I T Y M A P

FOR

CONSTRUCTION PLANS

SCALE: 1" = 1000'

DOCK CONSTRUCTION

PROJECT AREA

INDEX OF SHEETS

AERIAL/EXISTING CONDITIONS PLAN

COVER SHEET

DEMOLITION/EROSION CONTROL PLAN

ISSUEDATE BY

OWNER/DEVELOPER:

GEOMETRY PLAN

DETAIL SHEET

MENARD MAY PARK

DIRECTOR OF

ENVIRONMENTAL SERVICES

RANDY J. COSLOW, P.E. - CITY ENGINEER / DIRECTOR

0 1 2 3 4 5

(INCHES)

ORIGINAL DOCUMENT SIZE 24"x36"

902 North Sinclair Ave.

Certificate of Authorization Number: 33380

Fax: 352.343.8495 Office: 352.343.8481

Tavares, Florida 32778

6 DETAIL SHEET

ADDED NOTES PER CITY COMMENTS7-26-2024

ADDED SIDEWALK/DOCK TRANSITION8-9-2024

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TRAV SIRC

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TRAV SIRC

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FIRC 5/8 NOT LEGIBLE

5.80

FIP 11/4 NOID

7.75

FCM 4X4 2599

2.80

FIR 1/2 NOID

3.25

FIR 3/4 NOID

3.58

SBM SND REF

2.37 WV

1.55

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2.14

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EJB

2.39

PALM

14"

TOB

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CONCRETE

RETAINING

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AROUND

PLAYGROUND

CONCRETE SIDEWALK

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W A

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DIRT PARKING LOT

Existing Reuse Pipe

CAUTION SIGN

"DO NOT DRINK RECLAIM WATER"

DILAPIDATED / DAMAGED

WOOD DOCK

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-3

-2

-2

-2

-1

-1

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-3

SITE BENCHMARK 1

SET NAIL & DISK

IN CONCRETE CURB

"HALFF WIT LB8348"

NORTHING: 1692469.78'

EASTING: 687806.44'

ELEVATION: 2.36'

SITE BENCHMARK 2

SET 5/8" IRON ROD W/ CAP

"TRAV HALFF"

NORTHING: 1692296.56'

EASTING: 687392.21'

ELEVATION: 3.70'

INDIAN RIVER NORTH

APPROXIMATE

PARCEL LINES

APPROXIMATE

PARCEL LINE

TRASH

CAN

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DUANE K. BOOTH, P.E.

Registered Eng 44631

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

R E

V

IS

IO

N

D A

T E

C ity

O f E dg ew at er

, F lo rid a

N o rt h

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EXISTING REMAINS OF DOCK

EXISTING CONCRETE WALK

EXISTING EFFLUENT REUSE LINE

S. RIVERSID

E D

RIVE

E. OCEAN AVENUE

GENERAL NOTES

ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF EDGEWATER STANDARDS.

5.

6.

7.

AGENCIES; WHICHEVER REQUIREMENT IS MORE STRINGENT.

CONTROL MEASURES AS DETAILED, SPECIFIED OR AS REQUIRED BY THE JURISDICTIONAL REGULATORY WATERWAY OR WATER SURFACE, THE CONTRACTOR SHALL PROVIDE CROSSING AND SEDIMENTATION WHEN CONSTRUCTION ACTIVITIES DISTURB AREAS WITHIN 10 FEET OF A TOP OF BANK FOR ANY

RESTORED TO ORIGINAL LINE AND GRADE UNLESS APPROVED BY THE ENGINEER. ACCESS TO ADJOINING ALL EXISTING PROPERTY, FENCING, DRIVEWAYS, PIPING, SIDEWALKS, SIGNS AND OTHER ITEMS SHALL BE

CONTRACTOR'S OPERATIONS SHALL BE RESODDED, LANDSCAPED, OR REPAIRED WITH LIKE KIND.

ALL AREAS WHERE LANDSCAPING, SOD, OR IRRIGATION HAS BEEN REMOVED OR DISTURBED BY

PROPERTY ALONG THE PROPOSED ROUTE SHALL BE MAINTAINED AT ALL TIMES.

1.

2.

RESPECTIVE UTILITY.

4.

CONSTRUCTION.

3.

OF ALL LOCATIONS PER THE CONTRACT SPECIFICATIONS.

PORTIONS OF THE WORK USING ALL INFORMATION PROVIDED HEREIN AND SHALL MAINTAIN RECORDS PROJECT BASELINE STATIONING SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL

COORDINATE THE LOCATION OF ALL UNDERGROUND FACILITIES WITH A FIELD REPRESENTATIVE OF EACH MAY EXIST WITHIN THE PRIVATE RIGHTS-OF-WAY WITHIN THIS PROJECT. THE CONTRACTOR SHALL DUCTS. THE ENGINEER HAS NOT SHOWN ELECTRICAL AND TELEPHONE SERVICE CONNECTIONS WHICH SHOW AS MUCH AS POSSIBLE ALL MAIN ELECTRICAL AND TELEPHONE UNDERGROUND CABLES AND

THE CONTRACTOR SHALL INSURE ALL NECESSARY PERMITS ARE IN HAND BEFORE COMMENCEMENT OF

ON THE PLANS, ARE NOT CONSIDERED TO BE ALL INCLUSIVE. THE ENGINEER HAS ATTEMPTED TO UTILITY OWNER USING THE LATEST INFORMATION AVAILABLE. HOWEVER, THESE LOCATIONS, AS SHOWN INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN OBTAINED FROM RESPECTIVE

ENGINEER OR OWNER.

CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC., DISTURBED OR DAMAGED BY THE THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, 8.

: 88 DATUM.

ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO NATIONAL GEODETIC VERITCAL DATUM (NGVD)

10.

BE STORED BY CONTRACTOR ON-SITE AS DIRECTED BY THE OWNER OR ENGINEER.

REMOVED SHALL REMAIN THE PROPERTY OF CITY OF EDGEWATER (OWNER). ALL ITEMS REMOVED SHALL UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. ALL ITEMS NOTED TO BE

9.

EXISTING FIRM LINE

ZONE AE (BFE: 5)

ZONE AE (BFE: 6)

EXISTING EDGE OF WATER

NOTE: TOP OF WATER ON 04-01-2024

AT 9:51 am AT ELEVATION= -1.4'

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DUANE K. BOOTH, P.E.

Registered Eng 44631

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

R E

V

IS

IO

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D A

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C ity

O f E dg ew at er

, F lo rid a

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Ta va re s, F lo ri d a

E. OCEAN AVENUE

DEMOLITION LEGEND

EXISTING DOCK TO BE REMOVED

TURBIDITY BARRIER

SILT FENCE

TYPE I FLOATING TURBIDITY BARRIERNOT TO SCALE

REINFORCEMENT NETTING

FILTER FABRICPOST

OF FLOW

DIRECTION

GRANULAR BACKFILL

BOTTOM 6" OF

FILTER FABRIC

6"x6" TRENCH

NATIVE SOIL

TEMPORARY CONSTRUCTION ENTRANCE

1. THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL

VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL.

A GEOTEXTILE SHOULD BE LAID DOWN TO IMPROVE STABILITY

AND SIMPLIFY MAINTENANCE. THE GRAVEL SHALL THEN BE

PLACED OVER THE GEOTEXTILE TO THE SPECIFIED DIMENSIONS.

2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

WHICH WILL PREVENT TRACKING OF MUD ONTO PUBLIC ROADS.

THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE,

AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, OR

TRACKED FROM VEHICLES ONTO ROADWAYS MUST BE REMOVED

IMMEDIATELY. LOOK FOR SIGNS OF TRUCKS AND TRAILERED

EQUIPMENT "CUTTING CORNERS" WHERE THE GRAVEL MEETS THE

ROADWAY. SWEEP THE PAVED ROAD DAILY FOR SEDIMENTS.

EXISTING FIRM LINE

ZONE AE (BFE: 5)

INSTALL FLOATING TURBIDITY

INSTALL SILT FENCE (TYP)

BARRIER (TYP)

EDGE OF WATER

NOTE: TOP OF WATER

SHOT ON 4-1-2024, 9:51 a.m.

ELEVATION = -1.4'

EXISTING CONCRETE TO REMAIN

AND CONNECT TO PROPOSED DOCK

ACCESS

CONTRACTOR TO REMOVE STONES FROM WATER

SHORELINE ERODED FROM REVETMENT AND RE-STACK

ON THE REVETMENT TO RESTORE EROSION PROTECTION

REMOVE & DISPOSE EXISTING DOCK

AND REMOVE ALL EXISTING WOOD PILES

(TYPICAL)

will be stabilized with permanent seed and mulch or sod.

temporary seed and and mulch. Once construction activity ceases permanently in any area, that area Areas where construction activity temporarily ceases for more than 14-days shall be stabilized with Silt fence and floating turbidity barriers shall be installed prior to any construction activity.

excess dirt and mud from tires before construction vehicles enter adjacent paved streets.

will be covered with a tarp. Temporary stabilized or rock construction entrance may be required to remove or rock from leaving the construction site. All dump trucks hauling material to and from the construction site Paved streets adjacent to the construction site entrance will be swept as needed to prevent excess mud, dirt and in accordance with the construction specification documents. Permanent vegetation will include sod or seed Where construction is complete, permanent vegetation shall be installed as specified on the construction plans specification in Section 6 of the Florida Land Development Manual: A Guide to Land and Water Management contractor must implement additional best management practices as necessary, in accordance with the prevent erosion or control sediment, beyond those specified in the erosion and sediment control plan, the

12. If site specific conditions require additional measures during any phase of construction or operation to

11. To provide dust control, a contractor shall provide a water truck or irrigation system as needed, to maintain

10. Any accumulated sediment deposits remaining in place after the barriers are no longer required shall be susceptible to being washed into any water course by runoff or high water.

9. Material from sediment traps shall not be stock piled or disposed of in a manner which makes them readily

8. Placement of barriers or necessary repairs to barriers shall be accomplished promptly.

removed when the level of deposition reaches approximately one-half the height of the barrier.

during construction of the project. Sediment deposits should be removed after each rainfall. They must be

7. Erosion and sediment control measures shall be adequately maintained to perform their intended function final grading of the effected land surfaces. A permanent vegetative cover must be established within sixty (60) land surfaces disturbed by construction. This protective cover must be installed within fourteen (14) days after

6. The contractor will install a permanent protective vegetative cover for erosion and sediment control on all fourteen (14) days after the construction activity in any portion of the site that has ceased.

5. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas no more than

4. The contractor shall minimize the extent of area exposed at any one time and the duration of exposure.

initial work area to protect the project, adjacent properties and water resources.

permanent and temporary erosion and sediment control measures around the perimeter of the project or the consistent with good construction practices. One of the first construction activities should be the placement of

3. Permanent erosion and sediment control measures shall be installed at the earliest practicable time economical, effective and continuous control throughout the construction phase. Temporary measures shall not

2. Temporary erosion and sediment control measures shall be coordinated with permanent measures to assure grades may cause erosion problems. Erosion control structures may be removed after upslope area has been

1. Temporary erosion control structures shall be utilized during construction at areas on-site where unstabilized

EROSION AND SEDIMENT CONTROL

THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF-SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION

TIMING OF SEDIMENT AND EROSION CONTROL MEASURES

A. OFFSITE VEHICLE TRACKING

OTHER CONTROLS

(Florida Department of Environmental Regulation, 1988).

dressed to conform to the existing grade, prepared and seeded.

B. PERMANENT STABILIZATION

soil moisture.

days after planting or installation.

and mulch.

be constructed for expediency in lieu of permanent measures.

stabilized by sod or compacted as determined by the Contractor.

A. EROSION CONTROL DURING CONSTRUCTION

EROSION AND SEDIMENT CONTROLS

NOT TO SCALE

OF THE PROJECT.

ZONE AE (BFE: 6)

C O

N

TR

O L

PL

AN

AS DIRECTED BY CITY.

EXISTING REUSE PIPE

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%%UNOTES:

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WITH LACING GROMMETS

AutoCAD SHX Text PVC FABRIC (300 psi TEST)

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18 OZ. NYLON REINFORCED

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CALLED FOR IN THE PLANS OR AS DETERMINED BY THE

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10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY

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TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN

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CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET.

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D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5')

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D = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).

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ENGINEER.

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1/4" GALVANIZED CHAIN

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FLOATATION (6" DIS. EQUIV.) (12 LBS.

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CLOSED CELL SOLID PLASTIC FOAM

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STRENGTH)

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(600 LBS. BREAKING

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5/8" POLYPRO ROPE

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PER FT. BUOYANCY)

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%%USILT BARRIER DETAIL

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DUANE K. BOOTH, P.E.

Registered Eng 44631

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

R E

V

IS

IO

N

D A

T E

C ity

O f E dg ew at er

, F lo rid a

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

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.8

O ff ic e:

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Ta va re s, F lo ri d a

E. OCEAN AVENUE

EDGE OF WATER

NOTE: TOP OF WATER

SHOT ON 4-1-2024, 9:51 a.m.

ELEVATION = -1.4'

EXISTING FIRM LINE

ZONE AE (BFE: 5)

ZONE AE (BFE: 6)

21.00'

116.00'

5.82'

9.64'

9.40'

6.00' 0.33'

(TYP)

8.00'

(TYP)

4.00'

8.00'

(TYP)

4.00' 0.66'

0.33'

(TYP)

8.00' 8.00' 8.00'

CONSTRUCT 8" DIA. PILING (TYP)

CONSTRUCT 6' WIDE DOCK

(SEE TYPICAL SECTIONS)

CONSTRUCT CONCRETE SIDEWALK

4" THICK, 3,000 PSI (SEE DETAIL)

MATCH EXISTING SIDEWALK

2.80

2.81

2.

2.90

2.

3.

3.40

3.

40 3.40

3.

3.40

3.

3.

3.

407.67'

6.67' 8.00'

8.00' 5.00'

27.00'

15.00'

5.00'

8.00'

7.67'

8.00'

7.67'

APPROXIMATE LOCATION OF

EXISTING REVETMENT TO BE

RESTORED.

APPROXIMATE LOCATION OF

EXISTING REVETMENT TO BE

RESTORED.

EX. REUSE PIPE

2.85

3.95% S

LO

PE

0.00% S

LO

PE

0.00% S

LO

PE

0.00% S

LO

PE

1.06%

12.66' PIER @ 3.95% SLOPE

MEETS A.D.A.

A D

D E

D A

D A

A N

D S

L O

P E

P E

R C

IT

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C O

M M

E N

T S

-2

-2

WITH 12" WIDE x 18" DEPTH THICKENED

EDGE (SHADED AREA- SEE DETAIL)

A D

D E

D T

H

IC

K E

N E

D E

D G

E T

O C

O N

C R

E T

E W

A L K

-9

-2

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DUANE K. BOOTH, P.E.

Registered Eng 44631

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

R E

V

IS

IO

N

D A

T E

C ity

O f E dg ew at er

, F lo rid a

N o rt h

S in cl ai r A ve

C er tif ic at e o f

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Ta va re s, F lo ri d a

6.0'

18" O.C.

(TYP)

3" (T

Y P

TYPICAL DOCK SECTION

NTS

P.T. SYP 2 x 8 WITH (2) 3" SS

SCREWS AT EACH JOIST (TYP)

P.T. SYP 2 x 12 CAP WITH 3" S.S. SCREWS

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 10 CROSSBEAM EACH SIDE (TYP)

(2) 5/8" DIA. S.S. THROUGH BOLTS

WITH 2" WASHERS (TYP. BOTH SIDES)

(2) 3/8" x 4" DIA. S.S. LAG SCREWS

WITH 1 1/2" WASHERS (TYP. BOTH SIDES)

P.T. 8" DIA. SYP WOOD PILING (TYP)

P.T. SYP 2 x 6 CROSS BRACE EACH SIDE

NO. 2 GRADE (TYPICAL)

OHW ELEV. = 2.30

FINISH DOCK ELEV. = 3.40

NOTE:

1. ALL WOOD TO BE DENSE SELECT STRUCTURAL (DSS) GRADE.

P.T. SYP 2 x 6 x 2' Scab Block at Joists Splice (Typ)

(2) 16d GALVANIZED

TOE NAIL EACH

AT 18" O.C. (TYP)

P.T. SYP 2 x 8 TO EACH POST (TYP)

CONCRETE SIDEWALK SECTION

ON DRAWINGS

SLOPE 1.50% MAX.

5'-0" UNLESS OTHERWISE NOTED

3000 P.S.I.

CONC. WITH FIBER

SECTION

4" (MIN.)

6"x6"x10/10 WWF

NOT TO SCALE

6"

12" 12"

6" COMPACTED BASE

MIN. 95% AASHTO T-99

DETAIL / HANDRAIL

NTS

8" DIA. SYP WOOD PILING (TYP)

P.T. SYP 2 x 12 CAP WITH 3" S.S. SCREWS

AT 18" O.C. (TYP)

P.T. SYP 2 x 8 WITH (2) 3/8" DIA. CARRIAGE BOLT W/

NOTES:

2"

8" D ia S

Y P

W oo d P ili ng

8" D ia S

Y P

W oo d P ili ng

4' -0

" A bo ve H ig h

W at er L in e 2"

TYPICAL DOCK ELEVATION SECTION

NTS

P.T. SYP 2 x 8 JOIST @ 18" O.C. (TYP)

P.T. SYP 2 x 12 CAP WITH 3" S.S. SCREWS

AT 18" O.C. (TYP) FOR RAILING CAP

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

3"

TY

P

P.T. SYP 2 x 8 or THRU FLOW

DECK (ALTERNATE)

8.00' MAXIMUM

" M

IN

P.T. SYP 2 x 10 CROSS BEAM (TYP)

P.T. SYP 2 x 10 CROSS BEAM (TYP)

(2) 5/8" S.S. ALL THREAD ROD AND

S.S. NUTS AND WASHERS.(2) 5/8" S.S. ALL THREAD ROD AND

S.S. NUTS AND WASHERS.

FINISH DOCK ELEV. = 3.40

WITH PILE GUARD NOTE.

(3) 16d GALV. NAILS EACH

SIDE OF SPLICE

SIDE OF JOIST (TYP)

(2) 3/8" DIA. CARRIAGE BOLT

W/ NUT & WASHER (TYP)

ALTERNATE: THRU FLOW DECK

SERIES 50 (1 x 3)

WITH #10 PAN HEAD SS SCREWS

SEE MANUFACTURERS SPECIFICATIONS

FOR INSTALLATION.

2. CONTRACTOR TO COORDINATE WITH CITY FOR THRU FLOW DECK

COLOR SELECTION OF GREY OR MAPLE IF ALTERNATE IS SELECTED CHOICE.

NUT & WASHER (TYP)

1/4" ROUNDED (TYP)

OHW ELEV. = 2.30

S.S. HURRICANE STRAP W/

1 1/2" S.S. SCREWS.

1 @ EACH JOIST & CROSSBEAM

1 STRAP PER JOIST @ EACH PILE LOCATION

ALL WOOD FRAMING TO BE PRESSURE TREATED

SOUTHERN YELLOW PINE (SYP) NUMBER ONE GRADE,

DENSE STRUCTURAL SELECT (DSS), 2.5 lb p.c.f CCA.

ALL FASTENERS, UNLESS NOTED OTHERWISE SHALL

BE 304 OR 316 STAINLESS STEEL (S.S.)

CONCRETE, SHALL BE 3,000 P.S.I. WITH LIGHT BROOM FINISH.

PILES GRADED IN ACCORDANCE WITH ASTM D25

TREATED TO 2.5 lb. p.c.f. CCA.

1.

2.

3.

4.

FRAMING DETAIL

SCALE: 1" = 5'

3.00' 3.00'

27.00'

3.00' 3.00' 3.00' 3.00' 3.00' 3.00' 3.00'

18" 18"

18"

18"

18" 18"

18"

18"

18" 18"

17"

2 x 8 JOIST END CAP (TYP.)

2 x 8 JOIST (TYP.)

8" DIA. SYP, ASTM D25, 2.5 CCA

WITH PILE GUARD PVC-T OR

APPROVED EQUAL.

INSTALL 18" BELOW MUD

LINE TO 18" ABOVE MHWL (ALL PILES)

2 x 10 PT SYP CROSS BEAM (TYP.)

INTERIOR PILE TOP TO BE

FLUSH WITH JOIST (TYP.)

.0

0'

(TYPICAL)

17" O.C.

(TYP)

17" 18"

18" 18"

18" 18"

18"

INSTALL LIGHT POST & LIGHT FIXTURE

(SEE DETAIL)

ALL PILES TO BE

EMBEDDED 18' MIN.

DEPTH (TYP)

' A

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FINISH DOCK ELEV.

LIGHT POLE DETAIL

N.T.S.

CONTRACTOR TO COORDINATE WITH CITY FOR

COLOR TEMP & LUMEN OUTPUT.

(2) 3/8" DIA. CARRIAGE BOLT

W/ NUT & WASHER (TYP)

PT SYP 6 x 6 POST

TO MOUNT LIGHT

(2) 3/8" DIA. CARRIAGE BOLT

W/ NUT & WASHER (TYP)

INSTALL EXO SGF1-60-LSCS-UNVC LIGHT

FIXTURE TO BE CONNECTED TO EXIST. CIRCUIT.

PIER DESIGN TO MEET FLORIDA BUILDING CODE 2023, 8th EDITION.5.

PIER DESIGN TO MEET 140 M.P.H. WIND ZONE.6. A

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Sheet 6

44629.010

DKB

SPH

MAY 2024

1 2 3 4 5 6 7 8

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EN

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DUANE K. BOOTH, P.E.

Registered Eng 44631

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

R E

V

IS

IO

N

D A

T E

C ity

O f E dg ew at er

, F lo rid a

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

6.0'

18" O.C.

(TYP)

3" (T

Y P

ALTERNATE TYPICAL DOCK SECTION ECOPILE

NTS

P.T. SYP 2 x 8 WITH (2) 3" SS

SCREWS AT EACH JOIST (TYP)

P.T. SYP 2 x 12 CAP WITH 3" S.S. SCREWS

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 10 CROSSBEAM EACH SIDE (TYP)

(2) 5/8" DIA. S.S. THROUGH BOLTS

WITH 2" WASHERS (TYP. BOTH SIDES)

(2) 3/8" x 4" DIA. S.S. LAG SCREWS

WITH 1 1/2" WASHERS (TYP. BOTH SIDES)

10" DIA. ECOPILE (TYP)

P.T. SYP 2 x 6 CROSS BRACE EACH SIDE

NO. 2 GRADE (TYPICAL)

OHW ELEV. = 2.30

FINISH DOCK ELEV. = 3.40

NOTE:

1. ALTERNATE ECOPILE 10" DIAMETER - 30' LONG.

P.T. SYP 2 x 6 x 2' Scab Block at Joists Splice (Typ)

(2) 16d GALVANIZED

TOE NAIL EACH

AT 18" O.C. (TYP)

P.T. SYP 2 x 8 TO EACH POST (TYP)

2"

" D ia P ili ng

" D ia P ili ng

4' -0

" A bo ve H ig h

W at er L in e 2"

ALTERNATE TYPICAL DOCK ELEVATION SECTION WITH ECOPILE

NTS

P.T. SYP 2 x 8 JOIST @ 18" O.C. (TYP)

P.T. SYP 2 x 12 CAP WITH 3" S.S. SCREWS

AT 18" O.C. (TYP) FOR RAILING CAP

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

P.T. SYP 2 x 8 (TYP)

3"

TY

P

P.T. SYP 2 x 8 or THRU FLOW

DECK (ALTERNATE)

8.00' MAXIMUM

" M

IN

P.T. SYP 2 x 10 CROSS BEAM (TYP)

P.T. SYP 2 x 10 CROSS BEAM (TYP)

(2) 5/8" S.S. ALL THREAD ROD AND

S.S. NUTS AND WASHERS.(2) 5/8" S.S. ALL THREAD ROD AND

S.S. NUTS AND WASHERS.

FINISH DOCK ELEV. = 3.40

(3) 16d GALV. NAILS EACH

SIDE OF SPLICE

SIDE OF JOIST (TYP)

ALTERNATE: THRU FLOW DECK

SERIES 50 (1 x 3)

WITH #10 PAN HEAD SS SCREWS

SEE MANUFACTURERS SPECIFICATIONS

FOR INSTALLATION.

OHW ELEV. = 2.30

S.S. HURRICANE STRAP W/

1 1/2" S.S. SCREWS.

1 @ EACH JOIST & CROSSBEAM

1 STRAP PER JOIST @ EACH PILE LOCATION

(TYPICAL)

17" O.C.

(TYP)

ALTERNATE DESIGN WITH ECOPILE

N.T.S.

SIDE VIEW TOP VIEW

(2) 3/8" DIA. CARRIAGE BOLT

W/ NUT & WASHER (TYP)

(2) 3/8" DIA. CARRIAGE BOLT

W/ NUT & WASHER (TYP)

CUT PILE TO INSERT

2 x 8

(2) 3" SS SCREWS

(TYP)

(2) 3" SS SCREWS

(TYP)

NOTE: 10' DIA. ECOPILE 30' LONG.

P.T. 2 x 12 CAP WITH 3" S.S. SCREWS

AT 18" O.C. (TYP)

11.5"

PT SYP 2 x 8 Brace (TYP)1/4" ROUNDED (TYP)

(SEE TOP & SIDE VIEW DETAIL)

(SEE SIDE VIEW DETAIL)

2. ALL WOOD TO BE DENSE SELECT STRUCTURAL (DSS) GRADE.

3. CONTRACTOR TO COORDINATE WITH CITY FOR THRU FLOW DECK

COLOR SELECTION OF GREY OR MAPLE IF ALTERNATE IS SELECTED CHOICE.

NOTES:

ALL WOOD FRAMING TO BE PRESSURE TREATED

SOUTHERN YELLOW PINE (SYP) NUMBER ONE GRADE,

DENSE STRUCTURAL SELECT (DSS), 2.5 lb p.c.f CCA.

ALL FASTENERS, UNLESS NOTED OTHERWISE SHALL

BE 304 OR 316 STAINLESS STEEL (S.S.)

CONCRETE, SHALL BE 3,000 P.S.I. WITH LIGHT BROOM FINISH.

PILES GRADED IN ACCORDANCE WITH ASTM D25

TREATED TO 2.5 lb. p.c.f. CCA.

1.

2.

3.

4.

PIER DESIGN TO MEET FLORIDA BUILDING CODE 2023, 8th EDITION.5.

PIER DESIGN TO MEET 140 M.P.H. WIND ZONE.6.

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SIDEWALK AND DOCK TRANSITION

N.T.S.

12"

8"

ELEV. = 2.90

3.95%

CONSTRUCT CONCRETE SIDEWALK

4" THICK, 3,000 PSI (SEE DETAIL)

WITH 12" WIDE x 18" DEPTH THICKENED

EDGE (SEE SHADED AREA- SITE PLAN)

2 x 8 END CAP (TYP)

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