Attachment 13_APPENDIX D AsBuilt Drawings EXTEND TYNDALL NCO BEACH BOARDWALK.pdf
PDF 7 MB Posted
- Attached to
- Extend NCO Beach Boardwalk Federal contract opportunity
- Solicitation number
- FA481924R0020
About this file
This document contains the as-built drawings for the Extend Tyndall NCO Beach Boardwalk project at Tyndall Air Force Base. The project involves designing and building a 600-foot extension to the existing boardwalk along Tyndall Beach to reduce negative impacts to the dune and surrounding environment caused by personnel accessing the beaches. The new construction is required to match the existing boardwalk design and comply with current building codes, including the DoD Building Code and the High Velocity Hurricane Zone (HVHZ) provisions of the Florida Building Code. The project solicitation number is FA481924R0020, and the work will be performed for the Department of the Air Force Air Combat Command.
View the file
Other files for this federal contract opportunity
Show all 18
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
APPENDIX-D
Boardwalk As-Built Drawings
For
REQUEST FOR PROPOSAL
EXTEND TYNDALL NCO BEACH
BOARDWALK
PROJECT XLWU 25-4009
SHEET
FL LIC# 62663
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
R E
P A
IR
B
S E
O
A R
D W
A L
K S
SHEET
COVER
TYNDALL AIR FORCE BASE
DEPARTMENT OF THE AIR FORCE
LOCATION
PROJECT
TABLE OF CONTENTS
850-200-3399
FREEPORT, FL 32439
423 EAST BAYOU FOREST DRIVE
RYAN A. CLEVELAND, PE, PA
CLEVELAND ENGINEERING SERVICES
850-283-8643
TYNDALL AFB, FL 32403-5526
BUILDING 647, STOP 28
501 AIREY AVE, SUITE 5
325TH CONTRACTING SQUADRON
850-622-1434
FREEPORT, FL 32439
118 INDUSTRIAL DRIVE
RBM CONTRACTING SERVICES, LLC
Facility #11300 PROJECT No. XLWU 19-8114
TYNDALL BEACH BOARDWALK
T Y
N D
A L
A C
H
T Y
N D
A
F
B
7.S4-BOARDWALK DETAILS
6.S3-BOARDWALK DETAILS
5.S2-BOARDWALK DETAILS
4.S1-BOARDWALK DETAILS
3.C2-SITE PLAN
2.C1-SURVEY/EX. CONDITIONS
1.COVER
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9 /2
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
DIRT ROAD
Z O
N E
A E
E L
Z O
N E
V E
E L
BASED ON FLAGS
CENTERLINE
GATE
EL:5.01'
E:1621913.03
N:387104.32
CP#1
SHOWERS
EX. BATHROOM 2.98
2.96
1.20
3.26
2.56
1.50
3.48
3.17
2.72
2.96
2.98
3.05
3.05
3.13
2.85
4.14
4.41
M
AT
CH
L
IN
E
T
TELEPHONE
OLD 911
BASED ON FLAGS
CENTERLINE
4.42
3.87
6.84 10.01
8.28
7.37
5.73
5.30
6.65
3.49
3.34
2.71
3.12
2.93
2.43
2.9
2.9
4 5
6 7
M
AT
CH
L
IN
E
M
AT
CH
L
IN
E
PAVILION TO BE REMOVED
REMNANTS OF OLD
T
Z O
N E
V E
E L
Z O
N E
V E
E L
Z O
N
V
E L
Z O
E L
TELEPHONE
OLD 911
BASED ON FLAGS
CENTERLINE
4.93
5.65
4.53
6.18
2.13
4.88
6.55
4.86
4.20
7.23 5.43
4.82
4.82
3.91
4.51
4.06
3.91
5.28
4.42
3.87
6.84
10.01
8.28
8 7 6 5
T
TELEPHONE
OLD 911
M
AT
CH
L
IN
E
C1
R E
P
A R
D W
A L
K S
T Y
N D
A
A C
H
T Y
N D
A
B
N O R
TH
NO
RT
H
NO
RT
H
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15 CONDITIONS
SURVEY/ EX.
AS SURVEYED 01/19/2021
EXISTING SITE CONDITIONS
AS SURVEYED 01/19/2021
EXISTING SITE CONDITIONS
AS SURVEYED 01/19/2021
EXISTING SITE CONDITIONS
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
DIRT ROAD
ON TOPOGRAPHY
CENTERLINE BASED
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
BEARING S10°39'59"W
EL.=4.50'
BEGIN BOARDWALK
STA 0+00
BEARING S10°39'59"W
EL.=4.50'
START 1:12 SLOPE UP
STA 0+24.0
BEARING S10°39'59"W
EL.=6.50'
END SLOPE
STA 0+48.0
BEARING S10°39'59"W
EL.=6.50'
STA 2+00.0
BEARING S10°39'59"W
EL.=6.50'
STA 2+00.0
BEARING S10°39'59"W
EL.=6.50'
STA 2+00.0
EL.=8.50'
DISTANCE=95.0'
RADIUS 226.7'
BEGIN TURN
STA 8+16.0
STA 7+76
START 1:12 SLOPE UP
EL.=6.50'
BEARING S10°39'59"W
BEARING S10°36'59"W
EL.=8.50'
END SLOPE
STA 8+00 2.98
2.96
1.20
3.26
2.56
1.50
3.48
3.17
2.72
2.96
2.98
3.05
3.05
3.13
2.85
4.14
4.41
M
AT
CH
L
IN
E
38+00
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5014+50
15+00
15+50
16+00
16+50
BEARING S35°41'43"W
EL.=8.50'
END TURN
STA 9+09.0
BEARING N54°18'16"W
EL.=8.50'
START 1:12 SLOPE UP
PAVILION STA 0+00
STA 9+11.5
BEARING N54°18'16"W
EL.=10.50'
END SLOPE
PAVILION STA 0+24
BEARING N35°41'43"E
EL.=10.5'
TURN CL
PAVILION STA 0+27.5
EL.=10.5'
END RAMP
PAVILION STA 0+37.5
BEARING S35°41'43"W
EL.=10.5'
START 1:12 SLOPE DOWN
STA 9+50
BEARING S35°41'43"W
EL.=8.5'
END SLOPE
STA 9+74.0
BEARING S35°41'43"W
EL.=8.5'
START 1:12 SLOPE DOWN
STA 9+82.0
BEARING S35°41'43"W
EL.=6.5'
END SLOPE
STA 10+06.0
BEARING S37°41'43"W
EL.=6.5'
TURN 2°
STA 12+05.9
EL.=8.'
LENGTH=55.5'
RADIUS=231.5
BEGIN TURN
STA 14+13.9
BEARING S37°41'43"W
EL.=6.5'
START 1:12 SLOPE UP
STA 13+01.9
BEARING S37°41'43"W
EL.=8.5'
END SLOPE
STA 13+25.9
BEARING S9°41'43"W
EL.=8.5'
END TURN
STA 14+69.3
BEARING S49°41'43"W
EL.=8.5'
START 1:12 SLOPE UP
STA 14+77.3
BEARING S49°41'43"W
EL.=10.5'
END SLOPE
STA 15+01.3
BEARING S49°41'43"W
EL.=8.5'
START 1:12 SLOPE UP
STA 15+09.3
BEARING S49°41'43"W
EL.=12.5'
END SLOPE
STA 15+33.3
10.01
8.28
7.37
5.73
5.30
6.65
3.49
3.34
2.71
3.12
2.93
2.43
2.9
2.9
M
AT
CH
L
IN
E
T
Z O
N E
V E
E L
Z O
N E
V E
E L
Z O
E L
Z O
E L
8 7 6
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
22+00 22+50
23+00 23+50
24+00
EL.=8.5'
LENGTH=15.8'
RADIUS=226.5'
START TURN
STA 17+17.3
BEARING S49°41'43"W
EL.=12.5'
START 1:12 SLOPE DOWN
STA 16+61.3
BEARING S49°41'43"W
EL.=10.5'
END SLOPE
STA 16+85.3
BEARING S45°41'43"W
EL.=8.5'
END TURN
STA 17+33.1
EL.=8.5'
TELEPHONE STA
STA 17+9.2
EL.=8.5'
LENGTH=15.8'
RADIUS=226.5'
START TURN
STA 18+85.1
BEARING S49°41'43"W
EL.=8.5'
END TURN
STA 19+00.9
EL.=8.5'
TELEPHONE STA
STA 20+45.1
EL.=8.5'
LENGTH=39.5'
RADIUS=236.1'
START TURN
STA 20+52.9
BEARING S41°41'43"W
EL.=8.5'
END TURN
STA 20+92.5
BEARING S41°41'43"W
EL.=8.5'
START 1:12 SLOPE DOWN
STA 23+08.4
BEARING S49°41'43"W
EL.=6.5'
END SLOPE
STA 23+32.4
BEARING S41°41'43"W
EL.=6.5'
START 1:12 SLOPE DOWN
STA 23+40.4
BEARING S49°41'43"W
EL.=5.2'
END SLOPE
STA 23+56.4
EL.=5.2'
START BENCH
STA 23+64.4
EL.=5.2'
END BENCH
STA 23+80.4
EL.=5.2'
SLOPE 1:20
FOLLOW EX. GRADE
START SLOPE DOWN
STA 23+80.1
EL.=4.0'
END BOARDWALK
STA 24+04.4
4.93
5.65
4.53
6.18
2.13
4.88
6.55
4.86
4.20
7.23 5.43
4.82
4.82
3.91
4.51
4.06
3.91
5.28
4.42
3.87
6.84
10.01
8.28
T
M
AT
CH
L
IN
E
C2
R E
P
A R
D W
A L
K S
T Y
N D
A
A C
H
T Y
N D
A
B
N O R
TH
NO
RT
H
NO
RT
H
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15
1 inch = 30 ft.
( IN FEET )
0 30 60 12030 15
SEE SHEET S2
BENCH DETAILS
SEE SHEET S3
PHONE SEATING DETAILSSEE SHEET S3
PHONE SEATING DETAILS
SEE SHEET S7
PAVILION DETAILS
PLAN
SITE
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
PANEL
5' CONCRETE
2x6 PT
4x6 PT
1x6 TREX
2X4 PT
2x6 PT
X
P T
2x6 PT
4X6 PT 4X6 PT
8x8 PT
4'-0" 4'-0"
8'-0"
4'-0"
5'-11"
SECTION 2/S1
SECTION 3/S1
FASTENING DETAIL 5/S1
LAG BOLTS
1/2"x7" HD GALV
LAG BOLTS
1/2"x4" HD GALV
1/4"x3" HD GALV
PLATE, 5/8" HOLES
AT END.
SPACE BETWEEN PANELS
ALLOW 1/4"-1/2" MAX
WITH EPOXY, SEE 6-S1, 3 EACH SIDE
ANCHOR OR ALL-THREAD
1/2"x10" HD GALV WEDGE
12' EMBEDMENT MIN
8" TIP PILING
CL
(4) SIMPSON STAINLESS STEEL
SDWS276OOSS 6" SCREWS
JOINT
8x8
4x64x6
CL
4x6
4x6
(2) SIMPSON STAINLESS STEEL
SDWS276OOSS 6" SCREWS
1/2" HD GALV
5" EMBED
4X6 PT
(4) #12X6"SS SCREWS
5'-11"
6'-6"
5'-8"
1/2"x7" HD GALV LAG
8'-0"
7'-10"
IN CENTERLINE.
END TO FACILITATE TURN
FROM PANEL ON EACH
CUT/GRIND 1" WEDGE
S1
DETAILS
BOARDWALK
R E
P
A R
D W
A L
K S
S1
BOARDWALK ELEVATION
SCALE=1"=1'-0"
S1 SCALE=1"=1'-0"
BOARDWALK SECTION
S1 SCALE=1"=1'-0"
BOARDWALK SECTION
S1 SCALE=2"=1'-0"
FASTENING DETAIL
S1 SCALE=2"=1'-0"
FASTENING DETAIL
T Y
N D
A
A C
H
T Y
N D
A
B
S1 SCALE=1"=1'-0"
PANEL CUT DETAIL
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
2X PT
4X6 PT POSTS
1/2" GALV BOLTS
2X BRACING
2X BRACING
2X SEAT
BRACING
4X4 PT BRACING
4X4 PT
PLATE EACH SIDE
1/4"X3" GALV
PLATE EACH SIDE
1/4"X3" GALV 1/2" GALV BOLT
BRACING
4X4 PT
2X BACKREST
1X8 TREX CAP1X8 TREX CAP1X6 TREX CAP
TYP 2X RAIL
CONCRETE DECK PANEL
WITH EPOXY, SEE 6-S1
ANCHOR OR ALL-THREAD
1/2"x10" HD GALV WEDGE
4X6 PT POSTS TYP 2X RAIL
BETWEEN PANELS
1/4"-1/2" SPACE
4x6 PT POST, TYP.
4x6 PT POST, TYP.
WITH EPOXY, SEE 6-S1, 3 EACH SIDE
ANCHOR OR ALL-THREAD
1/2"x10" HD GALV WEDGE
BETWEEN PANELS
1/4"-1/2" SPACE
BETWEEN PANELS
1/4"-1/2" SPACE
MATERIAL, TYP.
2X PT RAIL
MATERIAL, TYP.
2X PT RAIL
5'-11"
3 EACH SIDE
WITH EPOXY, SEE 6-S1,
ANCHOR OR ALL-THREAD
1/2"x10" HD GALV WEDGE
S2
DETAILS
BOARDWALK
R E
P
A R
D W
A L
K S
S2
SEATING PLAN/SECTIONS
S2 SCALE=1"=1'-0"
TYPICAL BOARDWALK PLAN
T Y
N D
A
A C
H
T Y
N D
A
B
SCALE=1 1/2"=1'-0"
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
5'-0"
5'-0"
#3 BARS T&B
#3 BARS T&B
(1)#3 BAR BOT.
(2)#3 BARS TOP
#3 BARS T&B
DISTANCE FOR REBAR
1 1/4" EDGE
TYPICAL SEATING
TYPICAL SEATING
INSTALL PHONE
UP TO 8' ABOVE DECK
EXTEND 6X6 POST
GIRDER
TYPICAL
S3
DETAILS
BOARDWALK
R E
P
A R
D W
A L
K
S3 SCALE=1"=1'-0"
TYPICAL PHONE STATION
T Y
N D
A
A C
H
T Y
N D
A
B
S3
CONCRETE DETAILS
SCALE=1 1/2"=1'-0"
SEE 2/S2
SEE 2/S2
CONSTRUCTION DRAWINGS
C O
N S T R
U C
T
IO
N /9
RYAN A. CLEVELAND, P.E.
with appropriate compensation to CES.
to be in default under this agreement in writing and project by others, unless the Engineer has adjudged additions to this project, or for the completion of this used by the owner or others on other projects, for specifications or any other documents shall not be occupancy of the project. CES's drawings, and reference in connection with the owner's use and specifications and other documents for information including reproducible copies, of CES's drawings, The owner shall be permitted to retain copies, and other reserved rights, including the copyright.
documents and shall retain all common law, statutory provided, CES shall be deemed the author of these with respect to this project and, unless otherwise this project are instruments of CES for use, solely prepared by Ryan A. Cleveland, P.E., P.A. (CES) for
The drawings, specifications, and other documents
R E
V
IS
IO
N S
D A T E
D E S
C R
IP
T
IO
N
DRAWINGS NOT VALID WITHOUT SEAL
Ryan A. Cleveland, P.E., P.A.
423 East Bayou Forest Drive
Freeport, FL 32439 ryancleveland@yahoo.com c 850.200.3399 www.clevelandengineeringservices.com
8" 8"7'-8"7'-8"
8'-4" 10"4'-0"3'-6"
4'-2" 8'-0"8'-0"8'-0"
3'-6"
7'-8"
FULLY CONNECTED
(3)2X12 PT
16" O.C., TYP.
2X8 PT RAFTER
TIE, 3 EACH
(2)2X8 PT COLLAR
FULLY CONNECTED
(2)2X10 PT
BOLTS, TYP.
(2)1/2" HD GALV.
CONCRETE DECK PANELCONCRETE DECK PANEL
8X8 PT GIRDER
ALL-THREAD, TYP.
ENDS, (2) 3/4" HDGALV
OUTSIDE PILING AT
BOLT GIRDER TO
PLATE, TYP.
(2) 1/4"X3"X14" GALV
1/2" BOLTS, TYP.
PILING, TYP.
8" TIP ROUND
TO BOARDWALK
CONCRETE SIM.
BOLT 4X6 TO
PLATE, TYP.
(2) 1/4"X3"X14" GALV
TO BOARDWALK
CONCRETE SIM.
BOLT 4X6 TO
PLATE, TYP.
(2) 1/4"X3"X14" GALV
GIRDER
MITER CUT
SLOPE 1:12 UP
FLAT
FLAT
15' MIN EMBEDMENT
8" TIP PILING
15' MIN EMBEDMENT
8" TIP PILING
1/2" BOLTS, TYP
2X10 PT RIDGE
TIE, 3 EACH
(2)2X8 PT COLLAR
EACH RAFTER
SIMPSON H10A
TYP. EACH RAFTER
RIDGE/RAFTER TIE,
SIMPSON RR
SEE DETAIL 3/S4
GIRDER END PLATE
4:12
4:12 4:12
1'-6"
1'-6"
PILINGS BELOW FLOOR
PILINGS BELOW FLOOR
WITH 8D RS GALV NAILS.
NAILED 6" O.C. FIELD, 4"O.C. EDGE
0.032. TYP., OVER 5/8" CDX PLYWOOD
STANDING SEAM ALUMINUM ROOFING,
1 1/2 " 1"5 1/2 "4"
1'-0"
1'-6"
4X6 PT
SIDE OF 4X6
2X4 PT EACH
4X6 PT
2X PT
18" HIGH BENCH SEAT, TYP.
18" HIGH BENCH SEAT, TYP.
BOLT 4X6 TO PILING
FOR BRACE SUPPORT
BOLT 4X6 TO PILING
FOR BRACE SUPPORT
ONLY
HANDRAIL
TYPICAL
ONLY
HANDRAIL
TYPICAL
S4
DETAILS
BOARDWALK
R E
P
A R
D W
A L
K
S4
T Y
N D
A
A C
H
T Y
N D
A
B
PAVILION PLAN
SCALE=1/2"=1'-0"
S4
PAVILION ROOF
SCALE=1/2"=1'-0"
CONSTRUCTION MATERIALS
TO FINAL SIZE.
SHALL BE DONE AFTER HOLES ARE PUNCHED/DRILLED AND MATERIALS IS CUT
MIN 1/4" THICK, HEAVY DUTY (DOUBLE-DIP) GALVANIZED. ALL GALVANIZING
PLATE CONNECTORS: STEEL PLATE CONNECTORS, BRACKETS, ETC. SHALL BE
GALVANIZED.
ETC. GREATER THAN 1/4" IN DIAMETER SHALL BE HEAVY DUTY (DOUBLE-DIP)
BOLTS/ANCHORS: BOLTS, THREADED ROD, WEDGE ANCHORS, ALL-THREAD RODS,
STEEL, ASTM GRADE 316.
ALL SCREWS 1/4" IN DIAMETER AND SMALLER SHALL BE STAINLESSSCREWS:
BE AS FOLLOWS:
FASTENERS USED IN THE CONSTRUCTION OF THE ELEVATED BOARDWALKS SHALL3.
REINFORCING: ASTM A615 GRADE 60, Fy=60,000 PSI
CONCRETE: MIN 5,000 PSI AT 28 DAYS
SHALL BE AS FOLLOWS:
MATERIALS USED IN THE CONSTRUCTION OF ELEVATED DECK PANELS2.
ACCORDING TO DETAILS.
HANDRAIL TOP CAP: TREX OR SIMILAR COMPOSITE DECKING MATERIAL, SIZED
0.40 ACQ.
PINE, SIZED ACCORDING TO DETAILS. PRESSURE TREATMENT SHALL BE
HORIZONTAL HANDRAIL COMPONENTS: PRESSURE TREATED SOUTHERN YELLOW
TO DETAILS. PRESSURE TREATMENT SHALL BE 0.60 ACQ.
HANDRAIL POSTS: PRESSURE TREATED SOUTHERN YELLOW PINE, SIZED ACCORDING
TO DETAILS. PRESSURE TREATMENT SHALL BE 0.60 ACQ
EDGE BEAM: PRESSURE TREATED SOUTHERN YELLOW PINE, SIZED ACCORDING
DETAILS. PRESSURE TREATEMENT SHALL BE 0.60 CCA.
PRESSURE TREATED SOUTHERN YELLOW PINE, SIZED ACCORDING TOGIRDERS:
ELEVATIONS. PRESSURE TREATMENT SHALL BE 0.80 CCA.
FOR 12' EMBEDMENT DEPTH AND EXPOSED TO MEET REQUIRED FINISH
PRESSURE TREATED SOUTHERN YELLOW PINE, SIZED AS REQUIRED PILINGS:
BELOW:
AS FOLLOWS, OR ACCORDING TO SPECIFIC DETAILS IN DRAWINGS IF NOT LISTED
LUMBER MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE 1.
MUST LAND ON A VERTICAL POST OR BRACE.
SIDE AND IN VERTICAL COMPARISON. ALL JOINTS IN HORIZONTAL MEMBERS
HORIZONTAL GUARDRAILS, ETC. SHALL HAVE JOINTS STAGGERED FROM SIDE TO
ALL JOINTS IN HORIZONTAL WOOD MEMBERS, I.E. EDGE BEAMS, HANDRAILS,7.
THAN 1/2" DEEP INTO GIRDER.
MAY REQUIRE TRIMMING TO FLUSH PANEL SURFACES. DO NOT CUT MORE
WHERE WALKWAYS TRANSITION FROM SLOPE TO FLAT, THE GIRDER CORNERS 7.
CUTTING SLOPE IN THE TOP OF THE PILING.
WHERE CONCRETE PANELS SLOPE, THE GIRDER MUST ALSO BE SLOPED BY6.
LOCATION IS DESIRED IN LIEU OF SHIMMING.
REMOVING SMALL AMOUNTS OF WOOD FROM THE GIRDER AT BEARING
GIRDERS, COMPOSITE PLASTIC SHIMS SHOULD BE USED. WHEN NECESSARY,
WIDTH OF 2". IF PANELS REQUIRE SHIMMING DUE TO UNEVENESS IN WOOD
CONCRETE PANELS SHALL BE SET IN PLACE WITH A MINIMUM END-BEARING5.
SECTION WITH CONCRETE PANELS IN PLACE.
CONTRACTOR SHOULD NOT VIBRATE PILINGS WITHIN 50' OF A FINISHED DECK 4.
THE PILING SHOULD BE VIBRATED TO FINAL DEPTH OF A MIN. 12' EMBEDMENT.
PILING INSTALLATION SHALL BE CARRIED OUT VIA WATER JETTING OR AUGER.3.
GRASSES, ETC.
BE EXECUTED SO AS TO MINIMIZE DISTURBANCE TO VEGETATION, DUNES,
ACCESSING THE WORK LOCATION ALONG THE PROJECT CENTERLINE SHOULD 2.
ENSURE MATERIALS AND EQUIPMENT ARE STORED IN THE PROPER LOCATION.
THE CONTRACTOR SHALL COORDINATE WITH TYNDALL AFB STAFF TO 1.
EXECUTION OF WORK
GIRDER END PLATE
SCALE=1"=1'-0"
C O
N S T R
U C
T
IO
N /9 /2
CONSTRUCTION DRAWINGS
PAVILION SEATING
SCALE=1/2"=1'-0"
10.
D.
C.
4.
SUBMITTED, AND APPROVED, IF NECESSARY, PRIOR TO PLACEMENT WITHIN THE PROJECT LIMITS.
LIMITS. A SAMPLE OF BACKFILL MATERIAL SHOULD BE OBTAINED, WITH JURISDICTION WITHIN THE PROJECT
ALL BACKFILL MATERIALS SHALL BE APPROVED FOR USE BY FDEP, COUNTY OR FEDERAL REGULATORY AGENCY 3.
DISTURB THESE AREAS.
AWARE OF ANY SENSITIVE LANDS, VEGETATION, OR HABITAT AND TAKE NECESSARY PRECAUTION NOT TO
REQUIRED WHEN WORKING WITHIN THE COASTAL AREAS WITHIN THE PROJECT LIMITS. CONTRACTOR SHOULD BE
CONTRACTOR SHALL COMPLY WITH ALL STATE AND FEDERAL PERMITTING AND CONSTRUCTION GUIDELINES 2.
BASE PROJECT NUMBER: XLWU 19-8114.
ACCORDING TO THE STATEMENT OF WORK; REPAIR BASE BOARDWALKS; TYNDALL AFB FLORIDA;
CONTRACTOR SHALL FOLLOW ALL CONSTRUCTION GUIDELINES AS REQUIRED BY TYNDALL AIR FORCE BASE, 1.
COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS FOR STORAGE AND HANDLING OF THESE MATERIALS.
INTENDED ACTIONS TO PREVENT INTRODUCTION OF SUCH MATERIALS INTO THE AIR, WATER, OR GROUND; AND DETAILS PROVISIONS FOR
A CONTAMINANT PREVENTION PLAN THAT: IDENTIFIES POTENTIALLY HAZARDOUS SUBSTANCES TO BE USED ON THE JOB SITE; IDENTIFIES THE 11.
AIR BORNE (FUGITIVE EMISSIONS) AND TRAVEL OFF THE PROJECT SITE.
AN AIR POLLUTION CONTROL PLAN DETAILING PROVISIONS TO ASSURE THAT DUST, DEBRIS, MATERIALS, TRASH, ETC., DO NOT BECOME
AND LOCAL GOVERNMENT SPONSORED RECYCLING PROGRAMS TO REDUCE THE VOLUME OF SOLID WASTE AT THE SOURCE.
RESOURCES. DETAIL IN THE PLAN THE CONTRACTOR'S ACTIONS TO COMPLY WITH AND TO PARTICIPATE IN FEDERAL, STATE, REGIONAL, A RECYCLING AND SOLID WASTE MINIMIZATION PLAN WITH A LIST OF MEASURES TO REDUCE CONSUMPTION OF ENERGY AND NATURAL
TONS ALONG WITH THE PERCENT THAT WAS DIVERTED.
INDICATE IN THE REPORT THE TOTAL AMOUNT OF WASTE GENERATED AND TOTAL AMOUNT OF WASTE DIVERTED IN CUBIC YARDS OR
DISPOSED AND/OR DIVERTED (E.G. THE FIRST WORKING DAY OF JANUARY, APRIL, JULY, AND OCTOBER).
FOR THE PREVIOUS QUARTER ON THE FIRST WORKING DAY AFTER THE FIRST QUARTER THAT NON- HAZARDOUS SOLID WASTE HAS BEEN
ATTACH A COPY OF EACH OF THE NON- HAZARDOUS SOLID WASTE DIVERSION REPORTS TO THE DISPOSAL PLAN. SUBMIT THE REPORT
EVIDENCE OF THE DISPOSAL FACILITY'S ACCEPTANCE OF THE SOLID WASTE MUST BE ATTACHED TO THIS PLAN DURING THE CONSTRUCTION. B.
ARE NOT A COMMERCIAL OPERATING FACILITY.PERMITS FOR SOLID WASTE DISPOSAL SITES THAT
IDENTIFY ANY SUBCONTRACTORS RESPONSIBLE FOR THE TRANSPORTATION AND DISPOSAL OF SOLID WASTE. SUBMIT LICENSES OR A.
BY THIS CONTRACT.
TO CONDUCT AND RECORD HAZARDOUS WASTE DETERMINATIONS THAT COMPLY WITH 40 CFR262.11 FOR ALL SOLID WASTES GENERATED
DEBRIS AND SCHEDULES FOR DISPOSAL. THE NON-HAZARDOUS SOLID WASTE DISPOSAL PLAN MUST DESCRIBE THE METHODS USED
A NON-HAZARDOUS SOLID WASTE DISPOSAL PLAN IDENTIFYING METHODS AND LOCATIONS FOR SOLID WASTE DISPOSAL INCLUDING CLEARING 9.
CALL 850-283-3000 OR 850-283-3001.
DIG PERMITS MUST BE APPROVED/ISSUED BY TAFB 325CES CUSTOMER SERVICE OFFICE PRIOR TO COMMENCEMENT OF WORK. 8.
BE RESPONSIBLE TO ENSURE ALL SUB-CONTRACTORS COMPLY WITH THIS SECTION.
CEIEC TO THE CONTRACTING OFFICE BEFORE THE MATERIAL CAN BE BROUGHT ONTO THE INSTALLATION. PRIME CONTRACTORS SHALL
SUBMITTAL MONTHLY AND/OR COMPLETION. THE TAFB FORM 82.AN UP-DATED LETTER OF REVIEW INDICATING CHANGES WILL BE SENT FROM
SHOWING MATERIAL USAGE MONTHLY UNTIL COMPLETION OF THE TASK ORDER. A LETTER FROM CEIEC WILL BE ACCOMPLISHED WITH EACH
ANY SPECIAL INSTRUCTIONS. AS DIRECTED BY THE CO, THE CONTRACTOR IS REQUIRED TO SUBMIT TAFB FORM 83 (REPORTING ENTRY FORM)
AFTER SUBMISSION, 325 CES/CEIE WILL NOTIFY THE PROJECT MANAGER AND/OR CONS OF THE REPORTABLE CHEMICALS AND OF 7.
ALSO BE READILY ACCESSIBLE AT THE LOCATION OF EACH HAZARDOUS MATERIAL.
COPIES OF MANUFACTURER-SPECIFIC SAFETY DATA SHEETS (SDS) MUST BE ATTACHED TO TAFB FORM 82. THESE SDSS SHALL
ADHESIVES, AEROSOL CANS, SEALANTS, PAINTS, LUBRICANTS, OILS, CLEANERS, DEGREASERS, PESTICIDES, FUELS.
SHOULD NOTE THAT TYNDALL AFB IS REQUIRED TO REPORT CHEMICALS USED SUCH AS (BUT NOT LIMITED TO) COMPRESSED GASES, IF APPLICABLE (WITHIN 10 DUTY DAYS AFTER THE NOTICE TO PROCEED IS ISSUED), FOR REVIEW. THE CONTRACTOR
THE CONTRACTOR SHALL SUBMIT TAFB FORM 81 (CONTRACTOR QUESTIONNAIRE) AND TAFB FORM 82 (CHEMICAL INVENTORY) 6.
TASK ORDER. B.
A LETTER OF REVIEW FROM 325 CES/CEIEC MUST BE ACCOMPLISHED PRIOR TO COMMENCEMENT OF WORK ON EACH 5.
MANAGER (BOB MYERS 850-896-6449) PRIOR TO THE START OF THE PROJECT.WITH THE TYNDALL RECYCLING CENTER
TO THE TYNDALL RECYCLING CENTER. THE CONTACTOR SHOULD COORDINATE THE COLLECTION OF SCRAP METAL
FOR RECYCLING. METALS THAT CAN BE SEPARATED FROM OTHER CONSTRUCTION DEBRIS SHALL BE TURNED IN
METALS THAT CAN BE SEPARATED FROM OTHER CONSTRUCTION DEBRIS SHALL BE TURNED IN TO 325 CES/CEV
| APPENDIX D AsBuilt Drawings EXTEND TYNDALL NCO BEACH BOARDWALK |
| Tyndall Boardwalks Tyndall Beach 100% Drawings 080921SS |
File details come from the government source that posted it. Updated .