Lake_Ottawa_Fishing_Pier_New_&_Replacement_Drawings.pdf

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

No.

Revision/Issue Date

NOTES

REGION NINE

Lake Ottawa Fishing Pier Ottawa National Forest

Watersmeet Ranger District

ABA Compliant Fishing Pier

A - 01 R. Yimsut

XXX

03/15/2018

1" = 60'

Marge VanPraag-Forest LA 02/02/2012

Clarification, MEBrown, RLA 5/16/2018

Ronnie Yimsut

01 02

Landscape Architect, R0 9 WTST

PLAYSTAR PRODUCTS OR APPROVED EQUAL, Model No.: XXX

Phone 888-752-9782, please visit their website:

https://www.playstarinc.com

GATORDOCK OR APPROVED EQUAL, Model No.: XXX

Corporate Headquarters

1165 SE Northchase Parkway Suite 300 Marietta, GA 30067

United States1-770-769-1254

Manufacturing Facility GatorDock™ 2880 S. Mellonville Ave.

Sanford, FL 32773 United States

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ABA COMPLIANT FISHING PIER

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PLAN VIEW

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NO SCALE

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LAKE EDGE

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SPECIFIED MANUFACTURE'S FLOATING SECTION

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LAKE OTTAWA

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LAKE OTTAWA

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42" HIGH HAND RAILING

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2X6 COMPOSITE DECKING WITH

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1/4" SPACING BETWEEN PLANKS (TYP.)

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LAKE OTTAWA

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HIGH GRADE ALUMINUM

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TO STEEL JOIST HANGER (TYP.)

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MEET FLUSH WITH EXISTING

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ASPHALT PAVEMENT

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EXISTING ASPHALT PAVEMENT

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APPROX. 21'

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LAKE EDGE

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HIGH GRADE ALUMINUM (TYP.)

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WITH 2X6 COMPOSITE DECKING (TYP.)

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20' LONG X 10' WIDE REMOVABLE FISHING PIER

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HIGH GRADE ALUMINUM (TYP.)

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42" HIGH HAND RAILING

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MANUFACTURE'S 5' WIDE X 10' LONG

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COMBINE FOUR FLOATING DOCK SECTIONS

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WITH BRACKET AND ACCESSORIES

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MANUAFACTURER'S SUPPLIED STEEL POLE

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SECURED TO FISHING PIER ALLOW

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BRACKET AND ACCESSORIES SECURED

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MANUAFACTURER'S SUPPLIED STEEL POLE

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TO FLOATING DOCK SECTION ALLOW

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32" HIGH RAILING

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WRAP AROUND FISHING PIER

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WITH HINGE, PIN & POCKETS SECURED

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MANUAFACTURER'S ANCHOR RIBBED ANGLE

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FLOATING DOCK SECTION FLUSH W/ PIER

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MANUFACTURER'S SUPPLIED CONNECTING PLATE OR HINGE (TYP.)

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5' WIDE PERMANENT DOCK/WALKWAY

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FOR UP-DOWN MOVEMENT (TYP.)

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FOR UP-DOWN MOVEMENT (TYP.)

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WITH 2X6 COMPOSITE DECKING (TYP.)

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FRAMED BY 2X6 PT CROSS BEAMS (TYP.)

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10" DIA. YELLOW PINE WOOD PILING

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TWO 5'X10' FLOATING DOCK SECTIONS

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(2 REMOVABLE FLOATING DOCK)

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10'X5' MOVEABLE SECTION OF DOCK

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SECURED 2X6 PT JOISTS

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SECURE PERMANENT DOCK TO

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10" WOOD PILINGS AND 2X6 PRESSURE

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TREATED CROSS SUPPORT BEAMS

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+/- 21'X5'X4" CONCRETE WALK @<5%%%

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GRADE, HEAVY BROOM FINISHED

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WALK TO MEET FLUSH WITH DOCK

AutoCAD SHX Text 40'L X 5'W PERMANENT WALKWAY TO FISHING PIER. GRADE NOT TO EXCEED 5%. LAST 10' SECTION IS CONNECTED WITH ARTICULATING HINGE & IS MOVEABLE. SEE ELEVATION A-02 CONTRACTOR SHALL PROVIDE AND INSTALL SYSTEM TO LIFT MOVEABLE SECTION OF DOCK OUT OF THE WATER. SYSTEM NOT DETAILED ON THIS DRAWING. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE WALKWAY, THE ARTICULATING HINGE AND THE LIFT SYSTEM. SEE SPECIFICATIONS SECTION 061000.

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4-2X6 PT STRINGER JOISTS

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SEE ELEVATION A-02

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1. FLOATING DOCK WALKWAY SECTIONS ARE FLOATING DOCK WALKWAY SECTIONS ARE TO BE: 2. FLOATING FISHING PIER SECTIONS ARE TO FLOATING FISHING PIER SECTIONS ARE TO BE:

No.

Revision/Issue Date

NOTES

REGION NINE

Lake Ottawa Fishing Pier

Ottawa National Forest Watersmeet Ranger District

Fishing Pier Elevation

A - 02 R. Yimsut

XXX

03/15/2018

1" = 60'

Marge VanPraag-Forest LA 02/02/2012

Clarifications, MEBrown, RLA 5/16/2018

Ronnie Yimsut

02 02

Landscape Architect, R0 9 WTST

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FISHING PIER ELEVATION

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LAKE OTTAWA

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SECURE PERMANENT DOCK TO

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SECTION/ELEVATION VIEW

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NO SCALE

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LAKE BOTTOM

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LAKE SURFACE

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LAKE BED/MUCK STRATA

AutoCAD SHX Text 20' L X10' W

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LANDING/LAKE EDGE

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MANUFACTURER'S SUPPLIED STEEL POLE

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10" WOOD PILINGS AND 2X6 PRESSURE

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COMPACTED NATIVE SOIL

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BEDROCK STRATA

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42" HIGH HAND RAILING HIGH GRADE ALUMINUM

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TREATED CROSS SUPPORT BEAMS

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20' LONG X 5' WIDE

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TWO 10' LONG FLOATING DOCK SECTIONS

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COMPLETELY WRAP AROUND FISHING PIER

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W/ BRACKET AND ACCESSORIES SECURED

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TO FISHING PIER ALLOW FOR UP AND

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DOWN MOVEMENT (TYP.)

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32" HIGH HAND RAILING HIGH GRADE ALUMINUM

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TO CREATE A 20' LONG X 10' WIDE FISHING PIER

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COMBINED FOUR SECTIONS OF FLOATING DOCK

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SECURE 2X6 PT STRINGER JOIST TO

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GALV. STEEL JOIST HANGER (TYP.)

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4-2X6 PT STRINGER JOISTS

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10" DIA. YELLOW PINE WOOD PILING

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2X6 PT CROSS SUPPORT BEAM

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ATTACHED TO WOOD PILING (TYP.)

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2X6 COMPOSITE DECKING

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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MANUFACTURER'S ANCHOR RIBBED ANGLE

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WITH HINGE, PIN & POCKETS SECURED

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FLUSH WITH FISHING PIER; ALLOW FOR

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MOVEMENT WITH WATER FLUCTUATION (TYP.)

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REMOVABLE FLOATING DOCK

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10' LONG X 5' WIDE

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REMOVABLE FLOATING DOCKS

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FOUR 5' WIDE X 10' LONG

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42" HIGH HAND RAILING

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HIGH GRADE ALUMINUM

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SECURE 2X8 PT BOARDS BETWEEN

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END PILINGS, EXTENDING 6" MIN. INTO

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DRIVE PILINGS TO A MIN. 20' DEPTH

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EXISTING GROUND

AutoCAD SHX Text CONTRACTOR SHALL FURNISH AND ICE JACKING PREVENTION SLEEVES ON THE PILES AS SHOWN. SLEEVES SHALL BE HDPE PILE WRAP WITH REVERSE PILING TAPER PROVIDED BY FORMAPILE INDUSTRIES @ http://vince-forte-n74c.squarespace.com/ice-protection/ OR APPROVED EQUAL. ACCEPTABLE EQUALS WOULD BE ANY PRODUCT OR METHODOLOGY WHICH HAS A PROVEN RECORD OF SUCCESSFUL PERFORMANCE AGAINST ICE JACKING. APPROVED EQUALS REQUIRE COR REVIEW AND APPROVAL.

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UC4C, USING CCA PRESERVATIVE

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ABA COMPLIANT

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FISHING PIER

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+/- 21'X5'X4" CONCRETE WALK @<5%%%

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GRADE, HEAVY BROOM FINISHED

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WALK TO MEET FLUSH WITH DOCK

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6" COMPACTED CRUSHED ROCK

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BASE COURSE, MDOT 22A OR 23A

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INSTALL NON-ORGANIC FILL MATERIAL

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TO BRING WALK UP TO REQ. GRADE.

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TIE NEW FILL INTO HILLSIDE @ 2:1 MAX.

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CONCRETE WALK TO MEET

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EX. PAVEMENT GRADE

AutoCAD SHX Text ARTICULATING HINGE REQUIREMENTS: THE ARTICULATING HINGES SHALL BE A MANUFACTURED ITEM MADE FRO THE INTENDED USE OF HEAVY DURABLE CONSTRUCTION DESIGNED TO HANDLE THE ANTICIPATED LOAD AND EASY REMOVAL. THE HINGES AND HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL OR ALUMINUM CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE HINGE SYSTEM.

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE WITH FLOATING DOCK MANUFACTURER TO DETERMINE APPROPRIATE ELEVATION OF THE TOP OF DECK AT THE HINGE POINTS AND THE ADDITIONAL BUOYANCY REQUIREMENTS OF THE FIRST SECTION OF FLOTATION DOCK TO OFFSET THE DEAD LOAD AND ANTICIPATED LIVE LOAD TO ENSURE THE ACCESSIBILITY REQUIREMENTS OF A MAXIMUM OF 5% GRADE ARE NOT EXCEEDED. THE GOAL SHOULD BE TO ACHIEVE AN APPROXIMATE 2-3% (2.5"-3.75") UPWARD CAMBER AT THE HINGE POINT BETWEEN THE FLOATING AND PERMANENT DOCK SECTIONS.

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MOVEABLE

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SECTION WITH

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REMOVEABLE

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HANDRAIL

AutoCAD SHX Text 40'L X 5'W PERMANENT WALKWAY TO FISHING PIER. GRADE NOT TO EXCEED 5%. LAST 10' SECTION IS CONNECTED WITH ARTICULATING HINGE & IS MOVEABLE. CONTRACTOR SHALL PROVIDE AND INSTALL SYSTEM TO LIFT MOVEABLE SECTION OF DOCK OUT OF THE WATER. SYSTEM NOT DETAILED ON THIS DRAWING. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE WALKWAY, THE ARTICULATING HINGE AND THE LIFT SYSTEM. SEE SPECIFICATIONS SECTION 061000.

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EX. GROUND

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1.

No.

Revision/Issue Date

NOTES

REGION NINE

Lake Ottawa Fishing Pier

Ottawa National Forest Watersmeet Ranger District

Lake Water Depth Profile

C - 01 R. Yimsut

XXX

04/10/2017

1" = 60'

Marge VanPraag-Forest LA 02/02/2012

Ronnie Yimsut

03 10

Landscape Architect, R0 9 WTST

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LAKE WATER DEPTH PROFILE

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LAKE WATER SURFACE

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AutoCAD SHX Text 26.5'

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LANDING/LAKE EDGE

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WATER DEPTH

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SECTION VIEW

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NO SCALE

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AutoCAD SHX Text 85'

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LAKE BOTTOM

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DISTANCE

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1. LAKE BED DEPTH TO BEDROCK IS ESTIMATED LAKE BED DEPTH TO BEDROCK IS ESTIMATED BETWEEN 10 FEET AT LAKE SHORELINE TO 20 FEET AT 100 FEET FROM LAKE SHORE.

1. THE DESIGN OF LAKE OTTAWA FISHING PIER THE DESIGN OF LAKE OTTAWA FISHING PIER IS BASED ON THE ABOVE ESTIMATED DATA, WITHOUT AVAILABLE LAKE BED DATA OR SOIL BORING SAMPLE.