Attachment 2 SOW Appendix A.1 - Concept Drawings Tyndall Beach Boardwalk.pdf

PDF 2 MB Posted Jul 30, 2020

Attached to: Repair Base Boardwalks
Solicitation number: FA481920R0021
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Dec 27, 2023

This package includes concept drawings and details for the repair of Tyndall Beach boardwalks at Tyndall Air Force Base in Florida. The drawings depict the proposed reconstruction of approximately 2,450 linear feet of boardwalk, two phone stations, and a covered pavilion utilizing durable wood framing and precast concrete decking. The structures are intended to be more resilient and low-maintenance than the previous facilities that were severely damaged during Hurricane Michael in 2018. Key project elements include ADA accessibility, corrosion-resistant fasteners, integrated benches, and placement of structures within the same footprints. The related federal contract opportunity solicits proposals for the repair project with a Women-Owned Small Business set-aside. The solicitation number is FA481920R0021, with a title of "Repair Base Boardwalks." The proposal due date is August 31, 2020. An optional site visit will be held on August 7, 2020; interested offerors must RSVP with points of contact by August 4.

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Other files

File	Type	Posted
Pricing Sheet_19-8114 Repair Docks Basewide.xlsx	XLSX spreadsheet	Aug 24, 2020
Solicitation Amendment - FA481920R00210001 SF 30.pdf	PDF	Aug 24, 2020
Solicitation Amendment - FA481920R00210001.pdf	PDF	Aug 24, 2020
Appendix A EXT_XLWU19-8114 REPAIR BASE BOARDWALKSrev1_24 Aug 20.pdf	PDF	Aug 24, 2020
SOW EXT_XLWU19-8114 REPAIR BASE BOARDWALKSrev1_24 Aug 20.pdf	PDF	Aug 24, 2020
Questions and Answers 21 Aug 20.pdf	PDF	Aug 21, 2020
Site Visit Attendance Roster.pdf	PDF	Aug 10, 2020
Attachment 9 AF 3064.pdf	PDF	Jul 30, 2020
Attachment 10 AF 3065.pdf	PDF	Jul 30, 2020
Attachment 11 Sample RFI.PDF	PDF	Jul 30, 2020
Attachment 7 AF 66.pdf	PDF	Jul 30, 2020
Attachment 1 SOW EXT_XLWU19-8114 Repair Boardwalks.pdf	PDF	Jul 30, 2020
Attachment 5 Pricing Schedule.pdf	PDF	Jul 30, 2020
Attachment 4 SOW Appendix B - Construction Conditions.pdf	PDF	Jul 30, 2020
Attachment 12 General Financial Information.pdf	PDF	Jul 30, 2020
Attachment 13 Other Contract Requirements.pdf	PDF	Jul 30, 2020
Attachment 3 SOW Appendix A.2 - Concept Drawings Crooked Island Boardwalk.pdf	PDF	Jul 30, 2020
Attachment 6 Wage Determination.pdf	PDF	Jul 30, 2020
Attachment 8 AF Form 3000.pdf	PDF	Jul 30, 2020
Solicitation - FA481920R0021 Repair Base Boardwalks.pdf	PDF	Jul 30, 2020

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CONCEPT

TYNDALL BEACH BOARDWALK

9 8114

BASE BOARDWALKS

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XLWU 19-8114

NTS

PROJECT:

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SHEET OF 61

B Y:

REPAIR TYNDALL BEACH BOARDWALK

PROJECT No. XLWU 19-8114

FACILITY # 11300

PROJECT LOCATION

DUPONT BRIDGE

PROJECT LOCATION

TYNDALL AFB

DRONE FLIGHTLINE

GULF OF MEXICO

DRAWING INDEX

SHEET DESCRIPTION OF SHEET

T1 COVERSHEET

T2 DEMOLITION PLAN

T3 CONCEPT PLAN

T4 CONCEPT DETAILS

T5 CONCEPT DETAILS

T6 CONCEPT PAVILION DETAILS

CONCEPT ONLY - NOT FOR CONSTRUCTION

PROJECT NARRATIVE

1. TYNDALL BEACH BOARDWALK AND RAISED PAVILION WAS SEVERELY DAMAGED BY HURRICANE MICHAEL IN OCTOBER OF 2018. THE STORM CONSISTED OF WINDS IN EXCESS OF 155 MPH AND A SURGE THAT ROSE UP TO 12 FT IN THE AREA OF THE BOARDWALK.

APPROXIMATELY 10% OF THE STRUCTURE REMAINS ON SITE AT THIS TIME. SMALL SECTIONS ARE STILL IN THE ORIGINAL LOCATION, SELECT PORTIONS EXIST ON SITE AS DEBRIS WITHIN 100 FT OF THE ORIGINAL LOCATION AND THE REST WAS WASHED AWAY AND

NEVER FOUND.

2.THE INTENT OF THIS PROJECT IS TO DESIGN AND BUILD A RESILIENT BOARDWALK FACILITY BASED ON THE CONCEPT DRAWINGS THAT WILL BE LOW-MAINTENANCE AND MORE STORM RESISTANT. THE CONCEPT IS TO UTILIZE A DURABLE WOOD FRAME AND PRECAST CONCRETE PANEL DECK. FEATURES WILL INCLUDE ABA/ADA ACCESSIBILITY, UPDATED RAILING, CORROSION RESISTANT FASTENERS, REPLACEMENT OF THE COVERED PAVILION AND PHONE STATIONS. THE PAVILION, BOARDWALK AND EACH PHONE STATION WILL INCLUDE INTEGRATED BENCHES WITH TREX SURFACES. THE NEW STRUCTURES WILL BE PLACED IN A SIMILAR FOOTPRINT TO THE

ORIGINAL STRUCTURES.

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CONCEPT ONLY - NOT FOR CONSTRUCTION

PHONE STATION #1 DEMOLITION NOTES:

1. LEFT IMAGE SHOWS ORIGINAL CONDITION FOR REFERENCE

2. RIGHT IMAGE SHOWS POST-HURRICANE CONDITION FOR REFERENCE

3. PHONE STATION IS APPROXIMATELY 75 SF

4. ALL REMAINING COMPONENTS TO BE FULLY DEMOLISHED

5. PHONE STATION SIGNAGE MAY BE REUSED

BOARDWALK DEMOLITION NOTES:

1. IMAGE SHOWS POST STORM CONDTIONS OF BOARDWALK

2. BOARDWALK IS APPROXIMATELY 2,450 LF / 19,600 SF

3. APPROXIMATELY 90% OF BOARDWALK WAS REMOVED BY THE HURRICANE

4. ALL REMAINING BOARDWALK COMPONENTS SHALL BE REMOVED AND DISPOSED OF

5. SELECT FALLEN TREES SHALL BE REMOVED FROM THE PATH

6. BOARDWALK REMNANTS WITHIN 100 FT OF PATH SHALL BE REMOVED AND DISPOSED OF

PAVILION DEMOLITION NOTES:

1. LEFT IMAGE SHOWS ORIGINAL CONDITION FOR REFERENCE

2. RIGHT IMAGE SHOWS POST-HURRICANE CONDITION FOR REFERENCE

3. PAVILION IS APPROXIMATELY 120 SF

4. RAMP IS APPROXIMATELY 600 SF

5. ALL REMAINING PAVILION/RAMP COMPONENTS TO BE DEMOLISHED AND DISPOSED OF OFF SITE

PHONE STATION #1

PHONE STATION #2

PHONE STATION #2 DEMOLITION NOTES:

1. LEFT IMAGE SHOWS ORIGINAL CONDITION FOR REFERENCE

2. RIGHT IMAGE SHOWS POST-HURRICANE CONDITION FOR REFERENCE

3. PHONE STATION IS APPROXIMATELY 100 SF

4. ALL REMAINING COMPONENTS TO BE FULLY DEMOLISHED

5. PHONE STATION SIGNAGE MAY BE REUSED

NOTES

1. DUNE WALKOVER SHALL MEET THE U.S. FISH AND WILDLIFE SERVICE CONSERVATION

MEASURES FOR DUNE WALKOVER CONSTRUCTION.

2. DESIGN SHALL MEET ABA/ADA REQUIREMENTS AS APPLICABLE

3. STRUCTURES SHALL BE INSTALLED IN A SIMILAR FOOT PRINT TO THE PRIOR

STRUCTURES.

4. FINAL DESIGN TO BE COMPLETED BY DESIGNER OF RECORD.

STA 0+00

STA 8+60

STA 1+20

STA 9+12

STA 14+25STA 15+70

STA 17+20

STA 20+55

STA 24+50

STA 4+70

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BOARDWALK NOTES:

CONSTRUCT NEW BOARD WALK AND RAMPS (2,450 LF / 19,600 SF) SIMILAR TO IMAGES ABOVE. CONCEPT

DETAILS ARE PROVIDED IN THE FOLLOWING PAGES.

1. DUNE WALKOVER TO BE CONSTRUCTED 3 FT ABOVE GRADE

2. BOARDWALK WIDTH SHALL BE 8 FT

3. INCLUDE (4) INTEGRATED BENCHES AT SOUTH END NEAR RAMP

4. DECK SHALL BE PRECAST CONCRETE PANEL

5. SIDE RAILING SHALL BE PROVIDED ALONG ENTIRE LENGTH

6. ALUMINUM HAD RAIL SHALL BE PROVIDED AT RAMP SECTIONS

PHONE STATION NOTES:

CONSTRUCT (2) NEW +100 SF PHONE STATIONS SIMILAR TO THE BOARD WALK SIMILAR TO

IMAGES ABOVE. CONCEPT DETAILS ARE PROVIDED IN THE FOLLOWING PAGES.

1. PHONE STATION #1 SHALL INCLUDE (4) INTEGRATED BENCHES

2. PHONE STATION #2 SHALL INCLUDE (4) INTEGRATED BENCHES

3. DECK SHALL BE PRECAST CONCRETE PANEL SIMILAR TO NEW BOARDWALK

4. INSTALL PERIMETER RAILING AT EACH LOCATION

5. INSTALL PHONE HARDWARE AND SIGNAGE AT EACH LOCATION

6. PHONE CONNECTION WILL BE COMPLETED BY TAFB COMMUNICATIONS SQUADRON

COVERED PAVILION NOTES:

CONSTRUCT NEW 100 TO 150 SF ELEVATED PAVILION WITH ROOF AND +600 SF ACCESS RAMP. CONCEPT

DETAILS ARE PROVIDED IN THE FOLLOWING PAGES.

1. PAVILION SHALL HAVE STANDING SEAM METAL ROOF

2. SHALL INCLUDE INTEGRATED BENCHES AND RAILING

3. DECK SHALL BE PRECAST CONCRETE PANEL SIMILAR TO NEW BOARDWALK

4. INSTALL PERIMETER RAILING

5. INSTALL HAND RAILING AS REQUIRED

NOTES

1. DUNE WALKOVER SHALL MEET THE U.S. FISH AND WILDLIFE SERVICE CONSERVATION

MEASURES FOR DUNE WALKOVER CONSTRUCTION.

2. DESIGN SHALL MEET ABA/ADA REQUIREMENTS AS APPLICABLE

3. STRUCTURES SHALL BE INSTALLED IN A SIMILAR FOOT PRINT TO THE PRIOR

STRUCTURES.

4. FINAL DESIGN TO BE COMPLETED BY DESIGNER OF RECORD.

STA 0+00

STA 8+60

STA 1+20

STA 9+12

STA 14+25STA 15+70

STA 17+20

STA 20+55

STA 24+50

STA 4+70

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BOARDWALK AND PAVILION NOTES

1. CONCEPT PLANS AND DETAILS ARE CONCEPT ONLY - FINAL DESIGN TO BE PROVIDED BY THE

AWARDED DESIGN BUILD CONTRACTOR.

2. MEASUREMENTS AND AREAS PROVIDED IN THE CONCEPT PLANS ARE APPROXIMATE - CONTRACTOR

SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BIDDING.

3. STRUCTURES AND PRECAST CONCRETE PANELS TO BE DESIGNED AND DETAILED BY A REGISTERED

PROFESSIONAL ENGINEER/ARCHITECT.

4. CONTRACTOR TO SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUM AND LEVEL

AND/OR TO THE GRADES SPECIFIED IN THE APPROVED DESIGN DOCUMENTS.

5. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE.

6. PHONE STATIONS SHALL BE SIMILAR TO BOARDWALK CONSTRUCTION.

7. BENCHES SHALL BE INTEGRATED INTO THE STRUCTURE FRAMING - SEATS AND BACKS SHALL BE

COMPOSITE TREX OR EQUAL. BENCHES WILL BE INCLUDED AT: (4) AT SOUTH END BEACH ACCESS,

(4) AT EACH PHONE STATION #1, (4) AT PHONE STATION #2, (4) AT ELEVATED PAVILION.

8. STRUCTURES SHALL BE DESIGNED AND CONSTRUCTED MEET ABA/ADA REQUIREMENTS.

9. DUNE WALKOVER SHALL MEET THE U.S. FISH AND WILDLIFE SERVICE CONSERVATION MEASURES

FOR DUNE WALKOVER CONSTRUCTION.

10. STRUCTURES SHALL BE INSTALLED IN A SIMILAR FOOT PRINT TO THE PRIOR STRUCTURES.

11. ALL WORK SHALL MEET THE PROFESSIONAL LEVEL OF QUALITY FOR EACH TRADE UTILIZED.

12. DECK SURFACE GAPS SHALL NOT EXCEED 12" UNLESS NOTED OTHERWISE.

13. ALL STEEL AND HARDWARE, INCLUDING BOLTS, WASHERS AND NUTS SHALL BE HOT-DIP GALVANIZED

OR 316 STAINLESS STEEL AS SPECIFIED BY THE DESIGNER OF RECORD.

14. ALL SCREWS SHALL BE 316 STAINLESS STEEL.

15. FASTENERS SHALL BE SELECTED AT APPROPRIATE LENGTHS FOR THE APPLICATION; BOLT

EXTENSION BEYOND NUT- MIN 3 THREADS / MAX 3 INCHES; SCREWS - SHALL NOT PENETRATE

OPPOSING SIDE.

16. SENSITIVE DUNE STRUCTURES AND VEGETATION DISTURBANCE SHALL BE MINIMIZED TO THE

GREATEST EXTENT PRACTICABLE DURING CONSTRUCTION PERFORMANCE.

17. AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED IN ACCORDANCE WITH

INDUSTRY STANDARDS.

PRESSURE TREATED LUMBER AND TIMBERS

1. ALL LUMBER AND TIMBERS SHALL BE SOUTHERN YELLOW PINE (SYP) OR BETTER AND PRESSURE TREATED AND PRESERVED WIT EITHER COPPER CHROMATED ARSENIC (CCA) OR ALKILIN COPPER

QUATERNARY (ACQ) PRESERVATIVES CONFORMING WITH CURRENT FEDERAL REGULATIONS.

2. ALL PRESSURE TREATED LUMBER AND TIMBERS SHALL BE ACCREDITED BY THE AMERICAN LUMBER

STANDARD COMMITTEE (ALSC) AND SHALL CONFORM TO THE STANDARDS OF AMERICAN WOOD

PRESERVERS ASSOCIATION (AWPA).

3. THE FOLLOWING WOOD COMPONENTS OF THE PROJECT ARE TO BE PRESSURE TREATED AS

FOLLOWS:

AWPA USE

COMPONENT APPLICATION CATEGORY PCF

PILES FOUNDATION 4C 0.80

GIRDERS FOUNDATION 4B 0.40

EDGING BEAM GROUND CONTACT 4A 0.40

VERT RAIL SUPPORT ABOVE GRADE 3B 0.40

RAILING ABOVE GRADE 4B 0.20

1 BOARDWALK ELEVATION

SCALE: 14" = 1'-0"

8'-0" (ONE SPAN)8'-0" (ONE SPAN)

FLATSLOPED

24'-0" (THREE SPANS)

SLOPE TO LANDINGS

LANDINGDECKING/FRAMING BELOW OR PARTIALLY

BELOW GRADE

8'-0" (ONE SPAN)

FLAT

GRADE LEVEL

(4) #8 X4" SS SCREWS

EACH RAILING JOINT

(TYP)

(2) #8 X4" SS SCREWS

EACH INTERMEDIATE

SUPPORT (TYP)

4X10 GIRDERS BEVELED

TO MATCH SLOPE (TYP)

PRECAST CONCRET

PANEL (TYP)

2"X4" LAG BOLT & WASHER AT

PILINGS AND INTERMEDIATE

VERTICAL SUPPORTS ALONGTOP

RAILING MEMBER (TYP)

8" SQUARE TIMBER

PILE (TYP)

BEACH ACCESS

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2 LONGITUDINAL SECTION - BOARDWALK & RAILING

SCALE: 14" = 1'-0"

4x6 RAILING SUPPORT

2x6 RAILING

MEMBERS

(4 EACH)

2x4 TOP RAIL

4x10 GIRDER

(TYP)

8" SQUARE

PILING TYP

4" PRECAST

CONCRETE PANEL

3'- 6"

5'- 0"

3 PLAN AT TOP OF GIRDERS

SCALE: 14" = 1'-0"

4x10 GIRDER

8" SQUARE

PILING TYP

8'-0"

TYPICAL SPAN

8'-0"

TYPICAL SPAN

7'- 0"

8'- 4"

8" 8"

4 PLAN AT TOP OF PRECAST CONCRETE PANELS

SCALE: 14" = 1'-0"

8" HDG CARRIAGE BOLT

WASHER & NUT (TYP)

4X6 EDGING BEAM (TYP)4X6 RAILING SUPPORT (TYP)

4'-0" (TYP) 4'-0" (TYP)

8" SQUARE

PILING TYP

6 BOARDWALK & HAND RAILING

SCALE: 14" = 1'-0"

(4) #8 X4" SS SCREWS EACH

RAILING JOINT (TYP)

5 BOARDWALK & HAND RAILING

SCALE: 14" = 1'-0"

3'- 6"

ALUMINUM HAND RAIL

SCREWS CONTERSUNK

8X8 PILING W/ 3 12"

CHAMFER (TYP)

4X6 INT. RAILING SUPPORT

W/ 2 12" CHAMFER (TYP)

4X6 PANEL EDGING BEAM

(SHIM WITH TREX FASCIA

BOARD AS REQUIRED)

(2) 1

2"X8" LAG BOLTS &

WASHERS AT BASE OF

INT. RAILING SUPPORT

8" HDG CARRIAGE BOLT,

N.Y. WASHER & NUT (TYP)

(4) #8 X4" SS SCREWS

EACH RAILING JOINT

(TYP)

(2) #8 X4" SS SCREWS

EACH INTERMEDIATE SUPPORT

(TYP)

2"X4" LAG BOLT & WASHER AT

PILINGS AND INTERMEDIATE

VERTICAL SUPPORTS (TYP)

8" HDG CARRIAGE BOLT,

OGEE WASHER & NUT (TYP)

4x10 GIRDER

(4) 2X6 RAIL

2X4 TOP RAIL

2x4 RAILING

4" THICK PRECAST

CONCRETE PANEL

WITH 38" SLOTS

7 INTEGRATED BENCH

SCALE: 14" = 1'-0"

8X8 PILING (TYP)

8" HDG CARRIAGE BOLT,

WASHER & NUT (TYP)

1X6 TREX COMPOSITE

BACKING OR EQUAL (TYP)

1X6 TREX COMPOSITE

SEAT OR EQUAL (TYP)

2X6 TOP (TYP)

2X6 SIDE BRACE (TYP)

2X6 RAIL

BEYOND

2X4 TOP RAIL

2X6 LOWER

BENCH FACING

4X6 PANEL

EDGING BEAM

2X6 SEAT FRAME (TYP)

PRECAST

CONCRETE

PANEL

2X12 CUT SEAT

FRAME (TYP)

8 INTEGRATED BENCH

SCALE: 14" = 1'-0"

VERTICAL NOTCHS FOR

FASTENERS

2X12 CUT SEAT

FRAME (TYP)

15°

5°

15°

* INTEGRATED BENCHES; (4) AT SOUTH END BEACH ACCESS, (4) AT

PHONE STATION #1, (4) AT PHONE STATION #2

8'-4"

6'- 0"

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STANDING SEAM

METAL ROOF

8" SQ. TIMBER

PILE (TYP) -

8'-0" MIN

EMBEDMENT

2X4 RAILING

2X6 RAILING

+ 10 FT ABOVE

GRADE

7 ELEVATED PAVILION ELEVATION

SCALE: 14" = 1'-0"

(4) INTEGRATED

BENCHES

8" SQ. TIMBER

PILE (TYP)

8 PAVILION PLAN AT TOP OF GIRDERS

SCALE: 14" = 1'-0"

4x14 RIBBON (TYP)

4x10 BLOCKING

(TYP)

4x10 GIRDER (TYP)

8" SQ. TIMBER

PILE (TYP)

9 PAVILION PLAN AT PRECAST PANELS

SCALE: 14" = 1'-0"

4x14 RIBBON (TYP)

4x8 EDGING BEAM

(TYP)

8" HDG CARRIAGE

BOLT, N.Y.

WASHER & NUT

(TYP)

4x8 EDGING BEAM

(TYP)

PRECAST

CONCRETE PANEL

10 PAVILION ROOF FRAMING

SCALE: 14" = 1'-0" 11 PAVILION ROOF

SCALE: 14" = 1'-0"

STANDING SEAM

METAL ROOF

* (4) INTEGRATED BENCHES NOT SHOWN

COVERED PAVILION NOTES:

CONSTRUCT NEW 100 TO 150 SF ELEVATED PAVILION WITH ROOF AND +600 SF ACCESS

RAMP.

1. PAVILION SHALL HAVE STANDING SEAM METAL ROOF

2. SHALL INCLUDE INTEGRATED BENCHES AND RAILING

3. DECK SHALL BE PRECAST CONCRETE PANEL SIMILAR TO NEW BOARDWALK

4. INSTALL PERIMETER RAILING

5. INSTALL HAND RAILING AS REQUIRED

6. PILE EMBEDMENT DEPTH SHALL BE 8 FT MINIMUM

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File details come from the government source that posted it. Updated Jul 31, 2020.