Attachment B - Survey Field Notes and Data Drawings.pdf
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United States Coast Guard FDCC Norfolk, VA
REQUEST FOR PROPOSALS –
REBUILD STA FORT MYERS BEACH and WATERFRONT
USCG FORT MYERS BEACH, FLORIDA
ATTACHMENT B
ATTACHMENT B – SURVEY, FIELD NOTES & DATA - SHORE AND WATERFRONT
Task order No. 70Z04720FMYERAE00 Project No. 10878169 u k n u k n ukn u k n
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Northing Easting Ground Elevation Boring
772465.0' 671132.4' 3.1' B-1
772555.2' 671165.7' 4.6' B-2
772607.9' 671149.5' 5.0' B-3
772581.5' 671088.6' 4.8' B-4
P o l e b a r n d c n v a s
F l a m m a b
M t e r i a l s
P o w i t h i n g o f w o d f a m i n g o p v fuel tank fuel pum ps t a n k tanks t a n k s i g n s i g n c o n c r e l k c o n c r e t e grass grass c o n c r e t e
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B E p r o p a n e
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V C w o o d d o c k r a m p c o v e r e d to w e r c o n c r e te l a n d in g
A /C f u n k c o n c r e te
A /C w o e d a s p h a l t p a v e m e n t s to r y c o n c r e te b lo
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A /C c o n c r e te c o n c r e te c o n c r e t e s i d e w a l k c o n c r e t e s i d e w a l k c o n c r e te c o n c r e te floating dock c a tc h b a s in concrete dock concrete dock wood dock wood dock floating dock w ood dock
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6" Palm
TRNF
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CO
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12" Palm
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12" Palm
MBX
FFE: 5.8
FFE: 5.8
CO
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WPB
MH
MW
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FFE: 10.7
MH
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MW
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6'
6" Palm
12" Palm
12" Palm
12" Palm
MBX
FFE: 5.8
FFE: 5.8
FFE: 10.7
S
C l
D v e s e a w a a w a
S
B y
Wood HDR Joint Venture
8601 Six Forks Road, Suite 400 Raleigh, North Carolina 27615
Drawn by:
Checked by:
Office No.: 335000017
Dwg. Name:335000017.AB
Dwg. Date:
05/20/2020 Rev. Date:
04/01/2020 MR
CBG
Altamonte Springs, FL 32701 USA
Wood Environment & Infrastructure Solutions, Inc.
www.woodplc.com
Phone: (407) 522-7570
Certificate of Authorization Number LB-0007932
550 Northlake Boulevard, Suite 1000
JV Project Number 335000017
GRAPHIC SCALE
1 inch = 20 feet
(IN FEET)
N
O
R
T H
0 10 20 40
Surveyor's Notes:
Project Location
Location Map
(Not to Scale)
R 23 E
1. This Map of Survey is not valid without the signature and original raised Seal of a Florida Licensed Surveyor and Mapper.
2. Additions or deletions to this Map of Survey by other than the signing party or parties is prohibited without the written consent of the signing party or parties.
3. The purpose of this survey is to identify and map the features within the survey limits show hereon, as specified by the client.
4. Coordinates and Elevations shown hereon are relative to the North American
Datum of 1983, 2011 Adjustment, projected in the Florida State Plane Coordinate
System, Florida West Zone 902, US survey feet, and; the North American
Vertical Datum of 1988 (NAVD 88) based on Global Positioning System (GPS) measurements to the National Geodetic Survey (NGS) Continuously Operating
Reference Stations (CORS) network. The positions of the project control stations shown hereon have a calculated positional accuracy of 2 cm or better based upon the NGS OPUS Adjustment Report.
5. Underground utility locations shown hereon are approximate and were determined from visible surface features indicating underground lines such as manholes, valves, catch basins, water meters, flags and paint marks by others, and designation using Level B surface geophysical equipment and methods.
There may be additional underground improvements. Actual location, size or depth of lines should be verified with the individual utility company prior to excavation or construction. The stormwater and sanitary pipe size and invert elevation information shown for accessible structures is based upon indirect/remote measurement techniques and therefore may be approximate.
6. The field data acquisition phase of this survey was completed on 04/09/2020, as documented in WOOD field book 1423.
7. For purposes of clarity, some spot elevations and other related topographic data may not be depicted hereon. This data is available in electronic format in
WOOD file “335000017.AB.dwg” and has been furnished to the client.
8. This survey is certified to United States Coast Guard Facilities Design &
Construction Center.
T
S
MIAMI-
MADISON
TAYLOR
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A
L
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O
N
ROSA
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M
B
I A
SANTA
O K
A L
O O
S A
WAKULLA
J
E
F
F
E
R
S
O
N
FRANKLIN
LIBERTY
GULF
GADSDEN
HOLMES
JACKSON
WASHINGTON
BAY
C
A
L
H
O
U
N
LEON
H
I
L
L
S
B
O
R
O
U
G
H
OKEECHOBEE
MANATEE
S
A
R
A
S
O
T
A
GLADES
HARDEE
HIGHLANDS
DE SOTO
CHARLOTTE
LEE
MONROE
HENDRY
COLLIER
RIVER
MARTIN
S
T
L
C
I
E
BEACH
PALM
BROWARD
DADE
OSCEOLA
S U
W A
N N
E E
B
R
A
D
F
O
R
D
ALACHUA
MARION
PASCO
U
N
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O
N
GILCHRIST
DIXIE
LAFAYETTE
LEVY
PINELLAS
HERNANDO
CITRUS
ORANGE
CLAY
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M
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G
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S
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N
S
S U
M T
E R
LAKE
VOLUSIA
SEMINOLE
POLK
BAKER
C O
L U
M B
I A
HAMILTON
NASSAU
D
U
V
A
L
INDIAN
B
R
E
V
A
R
D
Project Location
CHARLES B. GARDINER
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NO. LS 5046
of
Map of As-built / Topographic Survey
STATION FORT MYERS
Located in
Fort Myers Beach, Florida
N O
R T
H
N O
R T
H
M
C
G
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E
G
R
V
D
CAPE CORAL
PUNTA RASSA
FORT MYERS BEACH
SANIBEL
SUMMERLIN RD
S A
N
C
A R
L O
S
B
L V
D
R 24 E
Last Day in Field: 04/09/2020
Legend
A/C = Air Conditioner
BFP = Backflow Preventer
-BE- = Buried Electrical Line (as marked)
-GAS- = Buried Gas Line (as marked)
-RW- = Buried Re-claimed Water line (as marked)
-SS- = Buried Sanitary Sewer Line (as marked)
-BT- = Buried Telephone Line(as marked)
-WM- = Buried Water Line (as marked)
= Chain Link Fence
CO = Clean-out
-12- = Contour Line
ME = Electrical Meter
= Fire Hydrant
= Manhole
-OU- = Over Head Utility Line
R XX E = Range XX East
+100.0' = Spot Elevation
= Test Hole
T XX S = Township XX South
TRNF = Transformer
= Trees (Various)
= Utility Pole
= Valve
WM = Water Meter
WPB = Wire Pull Box
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Y
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DISCIPLINE/SHT NO
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SHEET OF
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DRAWING NUMBER
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PROJECT NUMBER
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APPROVING OFFICER
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DATE
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TECH. DIRECTOR
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PROJECT ENG.
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BRANCH CHIEF
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REVIEWED BY:
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A/E PROJECT NO:
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DESIGNED BY:
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DRAWN BY:
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EDITED BY:
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CHECKED BY:
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MARK
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DESCRIPTION
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DATE
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ISSUE
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CONSULTANTS
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CONSTRUCTION CENTER
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FACILITIES DESIGN &
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U. S. COAST GUARD
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5505 ROBIN HOOD ROAD SUITE K
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NORFOLK, VIRGINIA 23513-2431
AutoCAD SHX Text 335000017
AutoCAD SHX Text 335000017.AB.dwg
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M. RAMOS
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C.B. GARDINER
AutoCAD SHX Text 1 : 1
AutoCAD SHX Text 1' = 40'
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AS BUILT
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SURVEY
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FLORIDA
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STATION FORT MYERS
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FORT MYERS BEACH
AutoCAD SHX Text 10878160
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8601 Six Forks Road, Suite 400 Raleigh, North Carolina 27615
Drawn by:
Checked by:
Office No.: 335000017
Dwg. Name:335000017.AB
Dwg. Date:
05/20/2020 Rev. Date:
04/01/2020 MR
CBG
Altamonte Springs, FL 32701 USA
Wood Environment & Infrastructure Solutions, Inc.
www.woodplc.com
Phone: (407) 522-7570
Certificate of Authorization Number LB-0007932
550 Northlake Boulevard, Suite 1000
JV Project Number 335000017
Surveyor's Notes:
Project Location
Location Map
(Not to Scale)
R 23 E
1. This Map of Survey is not valid without the signature and original raised Seal of a Florida Licensed Surveyor and
Mapper.
2. Additions or deletions to this Map of Survey by other than the signing party or parties is prohibited without the written consent of the signing party or parties.
3. The purpose of this survey is to identify and map the features within the survey limits show hereon, as specified by the client.
4. Coordinates and Elevations shown hereon are relative to the North American Datum of 1983, 2011 Adjustment, projected in the Florida State Plane Coordinate System, Florida West Zone 902, US survey feet, and; the North
American Vertical Datum of 1988 (NAVD 88) based on Global Positioning System (GPS) measurements to the
National Geodetic Survey (NGS) Continuously Operating Reference Stations (CORS) network. The positions of the project control stations shown hereon have a calculated positional accuracy of 2 cm or better based upon the NGS
OPUS Adjustment Report.
5. Hydrographic data for this survey was gathered using an Odom Echotrac CV100DF Dual Frequency survey grade echosounder. The horizontal and vertical positions of the echosounder were measured using a Trimble R8S and R6 dual frequency survey grade receivers operating in RTK mode. Hydrographic data collection and post processing was done with Trimble Hydro pro software. All bathymetric data is shown as actual elevations relative to MEAN LOWER
LOW WATER (MLLW). Contour lines, elevations and physical features shown hereon have an expected accuracy of one half the contour interval or better.
6. Underground utility locations shown hereon are approximate and were determined from visible surface features indicating underground lines such as manholes, valves, catch basins, water meters, flags and paint marks by others, and designation using Level B surface geophysical equipment and methods. There may be additional underground improvements. Actual location, size or depth of lines should be verified with the individual utility company prior to excavation or construction. The stormwater and sanitary pipe size and invert elevation information shown for accessible structures is based upon indirect/remote measurement techniques and therefore may be approximate.
7. The field data acquisition phase of this survey was completed on 04/09/2020, as documented in WOOD field book
1423.
8. For purposes of clarity, some spot elevations and other related topographic data may not be depicted hereon. This data is available in electronic format in WOOD file “335000017.AB.dwg” and has been furnished to the client.
9. This survey is certified to United States Coast Guard Facilities Design & Construction Center.
T
S
MIAMI-
MADISON
TAYLOR
W
A
L
T
O
N
ROSA
E
S
C
A
M
B
I A
SANTA
O K
A L
O O
S A
WAKULLA
J
E
F
F
E
R
S
O
N
FRANKLIN
LIBERTY
GULF
GADSDEN
HOLMES
JACKSON
WASHINGTON
BAY
C
A
L
H
O
U
N
LEON
H
I
L
L
S
B
O
R
O
U
G
H
OKEECHOBEE
MANATEE
S
A
R
A
S
O
T
A
GLADES
HARDEE
HIGHLANDS
DE SOTO
CHARLOTTE
LEE
MONROE
HENDRY
COLLIER
RIVER
MARTIN
S
C
I
E
BEACH
PALM
BROWARD
DADE
OSCEOLA
S U
W A
N N
E E
B
R
A
D
F
O
R
D
ALACHUA
MARION
PASCO
U
N
I
O
N
GILCHRIST
DIXIE
LAFAYETTE
LEVY
PINELLAS
HERNANDO
CITRUS
ORANGE
CLAY
P
U
T
N
A
M
F
L
A
G
L
E
R
S
J
H
N
S
S U
M T
E R
LAKE
VOLUSIA
SEMINOLE
POLK
BAKER
C O
L U
M B
I A
HAMILTON
NASSAU
D
U
V
A
L
INDIAN
B
R
E
V
A
R
D
Project Location
CHARLES B. GARDINER
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NO. LS 5046
of
Map of Bathymetric Survey
STATION FORT MYERS
Located in
Fort Myers Beach, Florida
N O
R T
H
N O
R T
H
M
C
G
R
E
G
R
V
D
CAPE CORAL
PUNTA RASSA
FORT MYERS BEACH
SANIBEL
SUMMERLIN RD
S A
N
C
A R
L O
S
B
L V
D
R 24 E
Last Day in Field: 04/09/2020
Legend
A/C = Air Conditioner
BFP = Backflow Preventer
-BE- = Buried Electrical Line (as marked)
-GAS- = Buried Gas Line (as marked)
-RW- = Buried Re-claimed Water line (as marked)
-SS- = Buried Sanitary Sewer Line (as marked)
-BT- = Buried Telephone Line(as marked)
-WM- = Buried Water Line (as marked)
= Chain Link Fence
CO = Clean-out
-12- = Contour Line
ME = Electrical Meter
= Fire Hydrant
= Manhole
-OU- = Over Head Utility Line
R XX E = Range XX East
+100.0' = Spot Elevation
= Test Hole
T XX S = Township XX South
TRNF = Transformer
= Trees (Various)
= Utility Pole
= Valve
WM = Water Meter
WPB = Wire Pull Box
H
Y
D
D
S
KEY PLAN
S r l o s
D r i v e
Elevations of NOAA tidal datums referred to NAVD88:
NAVD88
feet meters
MEAN HIGHER HIGH WATER MHHW 0.42 0.129
MEAN HIGH WATER MHW 0.16 0.049
North American Vertical Datum of 88NAVD88 0.00 0.000
MEAN SEA LEVEL MSL -0.73 -0.221
MEAN TIDE LEVEL MTL -0.74 -0.226
MEAN LOW WATER MLW -1.64 -0.501
MEAN LOWER LOW WATER MLLW -2.18 -0.665
S a n C a r l o s B a y
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APPROVING OFFICER
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DATE
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TECH. DIRECTOR
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PROJECT ENG.
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BRANCH CHIEF
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REVIEWED BY:
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DESIGNED BY:
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DESCRIPTION
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DATE
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ISSUE
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CONSULTANTS
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CONSTRUCTION CENTER
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FACILITIES DESIGN &
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U. S. COAST GUARD
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5505 ROBIN HOOD ROAD SUITE K
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NORFOLK, VIRGINIA 23513-2431
AutoCAD SHX Text 335000017
AutoCAD SHX Text 335000017.AB.dwg
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M. RAMOS
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C.B. GARDINER
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AS BUILT
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SURVEY
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8601 Six Forks Road, Suite 400 Raleigh, North Carolina 27615
Drawn by:
Checked by:
Office No.: 335000017
Dwg. Name:335000017.AB
Dwg. Date:
05/20/2020 Rev. Date:
04/01/2020 MR
CBG
Altamonte Springs, FL 32701 USA
Wood Environment & Infrastructure Solutions, Inc.
www.woodplc.com
Phone: (407) 522-7570
Certificate of Authorization Number LB-0007932
550 Northlake Boulevard, Suite 1000
JV Project Number 335000017
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5505 ROBIN HOOD ROAD SUITE K
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NORFOLK, VIRGINIA 23513-2431
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8601 Six Forks Road, Suite 400 Raleigh, North Carolina 27615
Drawn by:
Checked by:
Office No.: 335000017
Dwg. Name:335000017.AB
Dwg. Date:
05/20/2020 Rev. Date:
04/01/2020 MR
CBG
Altamonte Springs, FL 32701 USA
Wood Environment & Infrastructure Solutions, Inc.
www.woodplc.com
Phone: (407) 522-7570
Certificate of Authorization Number LB-0007932
550 Northlake Boulevard, Suite 1000
JV Project Number 335000017
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BRANCH CHIEF
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CONSTRUCTION CENTER
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FACILITIES DESIGN &
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U. S. COAST GUARD
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5505 ROBIN HOOD ROAD SUITE K
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NORFOLK, VIRGINIA 23513-2431
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AutoCAD SHX Text 335000017.AB.dwg
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| _10878160 USCG FINAL DB-RFP STA-FMB REBUILD & WATERFRONT (06 October FINAL R3) (28 July 2020 R1) |
| 10878160 - DB RFP Cover STA-FMB |
| 10887160 - Table of Contents STA-FMB |
| 10887160 - Design Build Criteria - Specfications |
| 10878160_SECTION 01110 Design Build General Paragraphs |
| 10878160_SECTION 01115 Dedication Plaque |
| 10878160_SECTION 01200 Design Build Prog Paymts |
| 10878160_SECTION 01320 Design Build Prog Schd Complex Projects |
| 10878160_SECTION 01330 Submittal Procedures |
| 10878160_SECTION 01450 Quality Control |
| 10878160_SECTION 01500 Temp COR Facilities and Equp |
| 10878160_SECTION 01505 Project Meetings |
| 10878160_SECTION 01781 O and M Documentation |
| 01781 APPENDIX O and M - Part 1 |
| 01781 APPENDIX O and M - Part 2 |
| 01781 APPENDIX O and M - Part 3 |
| 10878160 Section 01800 1 01 Design Build Criteria (ECH & HDR) |
| 10878160 Section 01800 1 02 Role of RFP - Specs Dwgs (ECH) |
| 10878160 Section 01800 1 03 Design Related Permits & Certs (ECH) |
| 10878160 Section 01800 1 04 Civil and Site Work |
| 10878160 Section 01800 1 05 Geotechinical Design |
| 10878160 Section 01800 1 06 Landscape Design (ECH) |
| 10878160 Section 01800 1 07 Architectural Design (ECH) |
| 10878160 Section 01800 1 08 Structural |
| 10878160 Section 01800 1 09 Fire |
| 10878160 Section 01800 1 10 Plumbing |
| 10878160 Section 01800 1 11 HVAC |
| 10878160 Section 01800 1 12-1 Electrical |
| 10878160 Section 01800 1 12-2 Electrical-Estimated Load |
| 10878160 Section 01800 1 12-3 Electical One Line Diagram |
| 10878160 Section 01800 1 13-1 Telecommunications Preface |
| 10878160 Section 01800 1 13-2 Telecommunicaitons |
| 10878160 Section 01800 1 14 Security |
| 10878160 Section 01800 1 15 FF&E (ECH) |
| 10878160 Section 01800 1.18 Environmental |
| 10878160 Section 01801_Temporary Facilities |
| 10878160 Section 01802_Construction Design Docs |
| 10878160 Section 01803_Record Documents and Drawings |
| 10878160 Section 01900_List of Drawings |
| APPENDIX SECTIONS - A, B, C, D & E |
| Appendix A-ComputerGenDrwgs-Sept2019 |
| Appendix B -ElectDeliv-Sept2019 |
| Appendix C -FDCC File Naming-SEP 2019 |
| Appendix D - Design Narrative-Sept2012 |
| Appendix E - Industry Standards for Const Docs-Sept2012 |
| APPENDIX SECTIONS - F & G |
| APPENDIX F - 10878160 - A100 STA-FMB SPACE ADJACENCY DIAGRAM |
| APPENDIX F - 10878160 - C-101 STA-FMB -Base Bid Layout with Options (2020-07-22) |
| APPENDIX F - 10878160 - C-102 STA-FMB - Site Criteria Plan (2020-07-22) |
| APPENDIX F - 10878160 - M-SERIES STA-FMB (2020-07-22) |
| M-01 PLAN-M-01 OVERALL SITE PLAN |
| M-01A PLAN-M-01 OVERALL SITE PLAN |
| M-02 SECTIONS-M-02 TYPICAL SECTIONS |
| M-03 UTILITIES-M-03 UTILITIES |
| M-05 UTILITIES-M-04 UTILITIES |
| APPENDIX G 10878160 BFR & SPACE CRITERIA SHEETS |
| BFR - STA-Fort Myers Beach - 3 pages |
| SPACE CRITERIA SHEETS - 97 pages |
| BID OPTION 1 - MSD OFFICE SUITE (pages 94-97) |
| ATTACHMENT SECTIONS - A, B, C, D & E |
| ATTACHMENT A - (ELECTRONIC ON DVD ONLY) - NO CONTENT IN THIS DOCUMENT |
| ATTACHMENT B - 10878160 - USCG - Ft Myers_10878160_Survey_FINAL 20 May2020 |
| V001 Survey As-Built - Shore Work (p.1) |
| V001 Survey As-Built - Waterfront Workf (p.2) |
| V002 |
| V003 |
| ATTACHMENT C - 10878160 - USCG-Ft Myers Beach_10878160_Waterfront Inspection FINAL Report 04-02-2020 |
| COVER |
| Summary of Work |
| Findings |
| 41 Pier Floating Dock (RPUID 10694) and 41 UTB Pier (RPUID 10713) |
| Bulkhead (RPUID 10708) |
| Travel Lift Pier (RPUID 10709) and Travel Lift Floating Dock (RPUID 10714) |
| Visiting Ship Pier (RPUID 10711) |
| WPB Pier (RPUID 10712) |
| Whip Antenna T01 Pier (RPUID 811064) |
| ATTACHMENTS D - 10878160 -FIIELD SURVEYS - SHORE AND WATERFRONT |
| ATTACHMENT D.1 10878160 - USCG - Ft_Myers_10878160_Geotechnical_Report_FINAL 17May2020 |
| 1.0 INTRODUCTION |
| 1.1 Project Information |
| 1.2 Scope of Work |
| 2.0 DATA GATHERING |
| 2.1 Data Review |
| 2.2 Site Description |
| 2.3 Field Exploration |
| 2.4 Test Pits |
| 2.5 Laboratory Testing |
| 3.0 SUBSURFACE CONDITIONS |
| 3.1 Site and Area Geology |
| 3.2 Soil Survey Information |
| 3.3 Interpreted Stratigraphy |
| 3.3.1 Strata 1 – Reworked/Densified Sands |
| 3.3.2 Strata 2 – Very Loose Sand |
| 3.3.3 Strata 3 – Loose to Medium Dense Sand |
| 3.3.4 Strata 4 – Silty or Clayey Sand and Sandy Silt |
| 3.4 Groundwater |
| 4.0 CONCLUSIONS AND RECOMMENDATIONS |
| 4.1 Demolition |
| 4.2 Site Preparation |
| 4.2.1 Excavation |
| 4.2.2 Fill Placement |
| 4.2.3 Surface and Groundwater Control |
| 4.3 Building Foundations (Driven Piles) |
| 4.3.1 Pile Capacity |
| 4.3.2 Pile Interaction |
| 4.3.3 Pile Splicing |
| 4.3.4 Pile Testing Program |
| 4.4 Minor Structure Foundations |
| 4.5 Bulkhead Design |
| 4.5.1 Design Parameters |
| 4.5.2 Deadman Anchors |
| 4.5.3 Grouted Soil Anchors |
| 4.5.4 Environmental Corrosion Classification |
| 4.6 Pavement Design |
| 4.7 Construction Inspection and Testing |
| 5.0 REPORT LIMITATIONS |
| 6.0 CLOSURE |
| ATTACHMENT D.2 10878160 - USCG -Ft_Myers_10878160_Env_Soils_Report_FINAL 17May2020 |
| Report Cover |
| Letter |
| 1.0 INTRODUCTION |
| 2.0 ENVIRONMENTAL SOIL SAMPLING |
| 3.0 CONCLUSIONS |
| 4.0 LIMITATIONS |
| FIGURES |
| TABLES |
| APPENDICES |
| ATTACHMENT D.3 10878160 - USCG_Ft_Myers_10878160_Hydrant_Flow_Report_FINAL 17May2020 |
| Letter Report |
| Hydrant Flow Testing Cover Sheet |
| Hydrant Flow Test Field Sketch |
| Test #1 – One Outlet |
| Test #2 – Two Outlets |
| Test #3 – One Outlet |
| Test #4 – Two Outlets |
| ATTACHMENT D.4 10878160 -USCG_Ft_Myers_10878160_Hazmat_Report_FINAL 17May2020 |
| HAZARDOUS MATERIALS REPORT |
| Attachment A - CERTIFICATIONS |
| Attachment B - XRF UNIT CALIBRATION DATA AND RESULTS |
| Attachment C - ASBESTOS SAMPLE ANALYSIS RESULTS |
| Attachment D - PHOTOGRAPHIC DOCUMENTATION |
| Attachment E (1) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment E (2) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment F - BUILDINGS 1 & 2 DRAWINGS/ROOM NUMBERS//ACM-LEAD LOCATIONS |
| ATTACHMENT D.5 10878160 -USCG_Ft_Myers_10878160_Benthic_Survey_Report |
| Cover |
| Table of Contents |
| 1.0 Introduction |
| 2.0 Existing Conditions |
| 3.0 Methods |
| 4.0 Results |
| 5.0 Conclusion |
| 6.0 References |
| Tables |
| Figures |
| Appendix A |
| Appendix B |
| ATTACHMENT E - Draft National Environmental Policy Act (NEPA) Document |
| _10878160 ATTACHMENT E - STA-FMB_Compiled Draft EA & Appendices_100120 |
| Fort Myers Beach_Draft EA_091020 |
| CONTENTS |
| APPENDICES |
| ACRONYMS AND ABBREVIATIONS |
| SECTION 1 PURPOSE AND NEED FOR ACTION |
| 1.1 Introduction |
| 1.2 Background |
| 1.3 Overview |
| 1.3.1 USCG Mission |
| 1.3.2 Sector St. Petersburg |
| 1.3.3 Station Fort Myers Beach |
| 1.3.3.1 Existing Facilities |
| 1.3.3.2 Existing Vessels |
| 1.4 Surrounding Land Uses |
| 1.5 Purpose of the Proposed Action |
| 1.6 Need for the Proposed Action |
| 1.7 Agency and Public Involvement Process |
| 1.8 Summary of Environmental Study Requirements |
| 1.8.1 National Environmental Policy Act |
| 1.8.2 Endangered Species Act |
| 1.8.3 Magnuson-Stevens Fishery Conservation and Management Act |
| 1.8.4 Marine Mammal Protection Act |
| 1.8.5 Clean Air Act and Conformity Requirements |
| 1.8.6 Wetland and Water Resources Regulatory Requirements |
| 1.8.7 National Pollutant Discharge Elimination System Program |
| 1.8.8 Coastal Zone Consistency Determination |
| 1.8.9 Cultural Resources Regulatory Requirements |
| 1.8.10 Invasive Species |
1.9 Scope of the Environmental Assessment
| SECTION 2 DESCRIPTION OF THE PROPOSED ACTION AND ALTERNATIVES |
| 2.1 Proposed Action |
| 2.1.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| 2.1.1.1 Temporary Relocation |
| 2.1.1.2 Landside Demolition Activities |
| 2.1.1.3 Construction of a Single Consolidated Multi-Mission Building |
| 2.1.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| 2.1.2.1 Landside and In-Water Demolition Activities |
| 2.1.2.2 Landside and In-Water Construction Activities |
| Landside Facilities |
| In-Water Facilities |
| Single Floating Finger Pier |
| Boat Ramp / Launch Dock |
| Bulkhead |
2.1.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock
| 2.2 No-Action Alternative |
| 2.3 Alternatives Identified but not Carried Forward for Detailed Analysis |
| 2.3.1 Permanent Relocation to Another Location |
| 2.3.2 Demolition and Reconstruction of the In-Water Facilities |
| 2.3.3 Construction of Two Floating Finger Piers |
| 2.4 Construction Requirements |
| 2.4.1 Memorandum of Agreement between Coast Guard Atlantic Area and the National Marine Fisheries Service |
| 2.4.2 USCG Operational Guidance Related to Marine Resources |
| 2.4.3 Sea Turtle and Smalltooth Sawfish Construction Conditions (2006) |
| 2.4.4 Standard Manatee Conditions for In-Water Work (2011) |
| 2.4.5 Soil Management Plan |
| 2.4.6 Additional Construction Best Management Practices |
| SECTION 3 AFFECTED ENVIRONMENT |
| 3.1 Air Quality |
| 3.1.1 Definition of Resources |
| 3.1.1.1 Criteria Pollutants |
| 3.1.1.2 Clean Air Act Amendments |
| 3.1.1.3 Florida Administrative Code |
| 3.1.2 Existing Conditions |
| Regional Air Quality |
| Emissions at Station Fort Myers Beach |
| 3.2 Biological Resources |
| 3.2.1 Definition of Resource |
| 3.2.2 Existing Conditions |
| 3.2.2.1 Terrestrial Biological Resources |
| Vegetation |
| Terrestrial Habitats |
| Terrestrial Wildlife |
| Special Status Species |
| 3.2.2.2 Nesting Birds |
| 3.2.2.3 Aquatic Biological Resources |
| Existing Marine Conditions |
| Benthic Resources |
| Seagrasses |
| Invertebrates |
| Algal Communities |
| Critical Habitat |
| Essential Fish Habitat |
| Essential Fish Habitat |
| Aquatic Species |
| Special Status Aquatic Species |
3.2.2.4 Invasive Species
| 3.3 Geological Resources |
| 3.3.1 Definition of Resource |
| 3.3.2 Existing Conditions |
| Geology |
| Topography |
| Soils |
| Geologic Hazards |
| Sinkholes |
| Flooding and Erosion |
| Problem Soils |
| Geochemical Hazards |
| Tsunami |
| 3.4 Hazardous Materials and Wastes |
| 3.4.1 Definition of Resource |
| 3.4.2 Existing Conditions |
| 3.4.2.1 Hazardous Materials and Wastes in the Vicinity of Station Fort Myers Beach |
| 3.4.2.2 Hazardous Materials and Wastes at Station Fort Myers Beach |
| Soil Contamination at Station Fort Myers Beach |
| Asbestos-Containing Material at Station Fort Myers Beach |
| Lead-Based Paint at Station Fort Myers Beach |
| 3.5 Land Use and Recreation |
| 3.5.1 Definition of Resource |
| 3.5.2 Existing Conditions |
| 3.5.2.1 Land Use |
| Coastal Zone |
3.5.2.2 Recreation
| 3.6 Water Resources |
| 3.6.1 Definition of Resource |
| 3.6.1.1 Upland Surface Water |
| 3.6.1.2 Groundwater |
| 3.6.1.3 Wetlands |
| 3.6.1.4 Floodplains |
| 3.6.1.5 Marine Waters |
| 3.6.1.6 Shorelines |
| 3.6.1.7 Stormwater Management |
| 3.6.2 Existing Conditions |
| Upland Surface Waters |
| Marine Waters and Shorelines |
| Groundwater |
| Wetlands |
| Floodplains and Flood Hazards |
| Sea Level Rise |
| 3.7 Visual Resources |
| 3.7.1 Definition of Resource |
| 3.7.2 Existing Conditions |
| San Carlos Island |
| Station Fort Myers Beach |
| Historic Structures |
| SECTION 4 ENVIRONMENTAL CONSEQUENCES |
| 4.1 Air Quality |
| 4.1.1 Approach to Analysis |
| 4.1.2 Impacts from the Action Alternatives |
| 4.1.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Short-term Construction Emissions |
| Fugitive Dust Emissions |
| Combustion Emissions |
| Long-term Operational Emissions |
| General Conformity |
| 4.1.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| 4.1.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock |
| 4.1.3 Impacts from the No-Action Alternative |
| 4.1.4 Special Procedures |
| 4.2 Biological Resources |
| 4.2.1 Approach to Analysis |
| 4.2.2 Impacts from the Action Alternatives |
| 4.2.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Terrestrial Biological Resources |
| Vegetation |
| Special Status Species |
| Migratory Birds |
Aquatic Biological Resources
| 4.2.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| Terrestrial Biological Resources |
| Aquatic Biological Resources |
| Turbidity |
| Underwater Noise |
| Essential Fish Habitat and Benthic Resources |
| Special Status Species |
Invasive Species
| 4.2.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock |
| Terrestrial Biological Resources |
| Aquatic Biological Resources |
| 4.2.3 Impacts from the No-Action Alternative |
| 4.2.4 Special Procedures |
| Bats |
| Nesting Birds |
| Water Quality |
| Noise and Turbidity |
| Invasive Species |
| 4.3 Geological Resources |
| 4.3.1 Approach to Analysis |
| 4.3.2 Impacts from the Action Alternatives |
| 4.3.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Geology and Topography |
| Soils |
| Geologic Hazards |
| 4.3.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| 4.3.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock |
| 4.3.3 Impacts from the No-Action Alternative |
| 4.3.4 Special Procedures |
| 4.4 Hazardous Materials and Wastes |
| 4.4.1 Approach to Analysis |
| 4.4.2 Impacts from the Action Alternatives |
| 4.4.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Hazardous Materials and Waste Storage and Generation |
| Soil Contamination |
| Asbestos and Lead |
| 4.4.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| 4.4.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock |
| 4.4.3 Impacts from the No-Action Alternative |
| 4.4.4 Special Procedures |
| 4.5 Land Use and Recreation |
| 4.5.1 Approach to Analysis |
| 4.5.2 Impacts from the Action Alternatives |
| 4.5.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| 4.5.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| 4.5.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock |
| 4.5.3 Impacts from the No-Action Alternative |
| 4.5.4 Special Procedures |
| 4.6 Water Resources |
| 4.6.1 Approach to Analysis |
| 4.6.2 Impacts from the Action Alternatives |
| 4.6.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Surface Waters and Marine Waters |
| Short-term Construction Impacts |
| Long-term Operational Impacts |
| Groundwater |
| Wetlands |
| Floodplains and Sea Level Rise |
| 4.6.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| Surface Waters and Marine Waters |
| Short-term Construction Impacts |
| Long-term Operational Impacts |
| Groundwater |
| Wetlands |
| Floodplains and Sea Level Rise |
4.6.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock
| 4.6.3 Impacts from the No-Action Alternative |
| 4.6.4 Special Procedures |
| Water Quality |
| Hazardous Materials and Wastes |
| 4.7 Visual Resources |
| 4.7.1 Approach to Analysis |
| 4.7.2 Impacts from the Action Alternatives |
| 4.7.2.1 Alternative 1: Demolition of Landside Facilities and Construction of a Single Consolidated Multi-Mission Building |
| Construction-Related Impacts |
| Operations-Related Impacts |
| 4.7.2.2 Alternative 2: Demolition and Redevelopment of Landside and In-Water Facilities |
| Construction-Related Impacts |
| Operations-Related Impacts |
4.7.2.3 Alternative 3: Demolition and Redevelopment of Landside and In-Water Facilities, including the Realignment of the Multi-Mission Building and Boat Ramp/Launch Dock
| 4.7.3 Impacts from No-Action Alternative |
| 4.7.4 Special Procedures |
| SECTION 5 CUMULATIVE IMPACTS |
| 5.1 Projects Considered |
| 5.2 Evaluation of Cumulative Effects |
| Air Quality |
| Biological Resources |
| Geological Resources |
| Hazardous Materials and Wastes |
| Land Use and Recreation |
| Water Resources |
| Visual Resources |
| SECTION 6 SUMMARY OF FINDINGS |
| SECTION 7 SPECIAL PROCEDURES |
| Air Quality |
| Biological Resources |
| Bats |
| Nesting Birds |
| Noise and Turbidity |
| Invasive Species |
| Hazardous Materials and Wastes |
| Water Resources |
| Water Quality |
| SECTION 8 REFERENCES |
| SECTION 9 LIST OF PREPARERS |
| Appendix A_Compiled |
| A2_NOA_082020 |
| A3_Intergovernmental Review Letter_091020 |
| A4_Fort Myers NMFS (Signed)_v2 |
| A5_NMFS Letter Enclosures |
| A6_NMFS Summary of Potential Effects |
| A7_Fort Myers USFWS (Signed) |
| A8_USFWS Letter Enclosures |
| A9_USFWS Summary of Potential Effects |
| A10_Fort Myers SHPO (Signed) |
| A12_Fort Myers THPO Letters (Signed) |
| A13_THPO Letter Enclosures |
| A14_USCG_Ft_Myers_CZ Signed Consultation Package (9-17-2020) |
| Appendix B_Compiled |
| B1_Appendix B Table of Contents |
| Appendix B |
| Table of Contents |
| B2_Combined Appendix B |
| FNAI_Unofficial_Grid_Result.pdf |
| Official IPAC Species List.pdf |
| United States Department of the Interior |
| FISH AND WILDLIFE SERVICE |
| Official Species List |
| Project summary |
| Endangered Species Act species |
| Mammals |
| Birds |
| Reptiles |
| Fishes |
| Insects |
| Flowering Plants |
| Critical habitats |
| T&E photopages.pdf |
| 20130425_gd_Appendix B_2011_Standard Manatee Construction Conditions |
| SeaTurtleAndSawfishConstructionConditions23mar2006.pdf |
| national marine fisheries service |
| B3_USCG_Ft_Myers_10878160_Benthic_Survey_Report |
| B4_USCG_Ft_Myers_10878160_Wetland_Report |
| 19950124 Permit 362151115.pdf |
| 19950726 Permit and Drawings.pdf |
| 19970421 Survey Drawing.pdf |
| 19980825 Pier Extension Permit.pdf |
| 20080818 Permit 0128497006EG Permit and drawings.pdf |
| 20080918 Lee County Dock Reconfiguration permits and drawings.pdf |
| 20120906 Permit Info 0128497006EG permits and drawings.pdf |
| B5_Biological Opinion-2017 |
| B6_Florida_Manatee_Key_Programmatic_Biological_Opinion |
| Appendix C_Compiled |
| C1_Appendix C Table of Contents |
| Appendix C |
| Table of Contents |
| C2_USCG_Ft_Myers_10878160_Cultural_Resources_Report - Copy |
| 1.0 PROJECT AREA |
| 2.0 SCOPE OF WORK REVIEW |
| 3.0 CULTURAL CONTEXT |
| 4.0 HISTORIC MAP/PHOTOGRAPHY AND BACKGROUND RESEARCH |
| 4.1 Historic Maps/Photography |
| 4.2 Archaeological Background Research |
| 4.3 Historic Architectural Background Research |
| 4.4 Site Inspection |
| 5.0 PROJECT AREA SOILS |
| 6.0 CULTURAL RESOURCE SENSITIVITY AND RECOMMENDATIONS |
| 7.0 REFERENCES |
| ATTACHMENT A |
| Appendix D & E_Compiled |
| D1_Appendix D Table of Contents |
| Appendix D |
| Table of Contents |
| D2_USCG_Ft_Myers_10878160_Environmental_Soils_Report |
| Report Cover |
| Letter |
| 1.0 INTRODUCTION |
| 2.0 ENVIRONMENTAL SOIL SAMPLING |
| 2.1 Soil Assessment |
| 2.2 Soil Analytical Results |
| 3.0 CONCLUSIONS |
| 4.0 LIMITATIONS |
| FIGURES |
| TABLES |
| APPENDICES |
| APPENDIX A - SOIL BORING LOGS |
| APPENDIX B - LABORATORY ANALYTICAL REPORT |
| Cover Page |
| Table of Contents |
| Section 1: Sample Summary |
| Section 2: Summary of Hits |
| Section 3: Sample Results |
| 3.1: FA73669-1: B-3 (0-3) |
| 3.2: FA73669-2: B-3 (4-5) |
| 3.3: FA73669-3: B-3 (5-6) |
| 3.4: FA73669-4: B-2 (0-3) |
| 3.5: FA73669-5: B-2 (4-5) |
| 3.6: FA73669-6: B-2 (5-6) |
| 3.7: FA73669-7: B-4 (0-3) |
| 3.8: FA73669-8: B-4 (4-5) |
| 3.9: FA73669-9: B-4 (5-6) |
| 3.10: FA73669-10: B-1 (0-3) |
| 3.11: FA73669-11: B-1 (4-5) |
| 3.12: FA73669-12: B-1 (5-6) |
| Section 4: Misc. Forms |
| 4.1: Chain of Custody |
| Section 5: MS Volatiles - QC Data Summaries |
| 5.1: Method Blank Summary |
| 5.1.1: V3C392-MB 3C9328.D Method Blank Summary |
| 5.2: Blank Spike Summary |
| 5.2.1: V3C392-BS 3C9327.D Blank Spike Summary |
| 5.3: Matrix Spike/Matrix Spike Duplicate Summary |
| 5.3.1: FA73669-8MS 3C9349.D Matrix Spike/Matrix Spike Duplicate Summary |
| Section 6: MS Semi-volatiles - QC Data Summaries |
| 6.1: Method Blank Summary |
| 6.1.1: OP79527-MB X069692.D Method Blank Summary |
| 6.2: Blank Spike Summary |
| 6.2.1: OP79527-BS X069691.D Blank Spike Summary |
| 6.3: Matrix Spike/Matrix Spike Duplicate Summary |
| 6.3.1: OP79527-MS X069694.D Matrix Spike/Matrix Spike Duplicate Summary |
| Section 7: GC Volatiles - QC Data Summaries |
| 7.1: Method Blank Summary |
| 7.1.1: G1U55-MB 1U1084.D Method Blank Summary |
| 7.1.2: G1U56-MB 1U1117.D Method Blank Summary |
| 7.2: Blank Spike Summary |
| 7.2.1: G1U55-BS 1U1083.D Blank Spike Summary |
| 7.2.2: G1U56-BS 1U1116.D Blank Spike Summary |
| 7.3: Matrix Spike/Matrix Spike Duplicate Summary |
| 7.3.1: FA73616-12MS 1U1106.D Matrix Spike/Matrix Spike Duplicate Summary |
| 7.3.2: FA73669-12MS 1U1129.D Matrix Spike/Matrix Spike Duplicate Summary |
| Section 8: GC/LC Semi-volatiles - QC Data Summaries |
| 8.1: Method Blank Summary |
| 8.1.1: OP79505-MB YR37745.D Method Blank Summary |
| 8.1.2: OP79506-MB TT399283.D Method Blank Summary |
| 8.1.3: OP79523-MB ST146580.D Method Blank Summary |
| 8.1.4: OP79523-MB TT399469.D Method Blank Summary |
| 8.1.5: OP79507-MB MM61917.D Method Blank Summary |
| 8.1.6: OP79524-MB MM61952.D Method Blank Summary |
| 8.1.7: OP79504-MB WW23969.D Method Blank Summary |
| 8.1.8: OP79586-MB WW24089.D Method Blank Summary |
| 8.2: Blank Spike Summary |
| 8.2.1: OP79505-BS YR37704.D Blank Spike Summary |
| 8.2.2: OP79506-BS TT399281.D Blank Spike Summary |
| 8.2.3: OP79506-BS2 TT399282.D Blank Spike Summary |
| 8.2.4: OP79523-BS ST146578.D Blank Spike Summary |
| 8.2.5: OP79523-BS2 ST146579.D Blank Spike Summary |
| 8.2.6: OP79523-BS ST146644.D Blank Spike Summary |
| 8.2.7: OP79523-BS2 TT399468.D Blank Spike Summary |
| 8.2.8: OP79507-BS MM61916.D Blank Spike Summary |
| 8.2.9: OP79524-BS MM61951.D Blank Spike Summary |
| 8.2.10: OP79504-BS WW23968.D Blank Spike Summary |
| 8.2.11: OP79586-BS WW24088.D Blank Spike Summary |
| 8.3: Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.1: OP79505-MS YR37725.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.2: OP79506-MS TT399288.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.3: OP79523-MS ST146582.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.4: OP79507-MS MM61921.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.5: OP79524-MS MM61954.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.6: OP79504-MS WW23973.D Matrix Spike/Matrix Spike Duplicate Summary |
| 8.3.7: OP79586-MS WW24106.D Matrix Spike/Matrix Spike Duplicate Summary |
| Section 9: Metals Analysis - QC Data Summaries |
| 9.1: Prep QC MP36999: Hg |
| 9.1.1: Method Blanks |
| 9.1.2: Matrix Spike and Duplicate Results Summary |
| 9.1.3: Spike Blank and LCS Summary |
| 9.1.4: Serial Dilution Results Summary |
| 9.2: Prep QC MP37014: As,Ba,Cd,Cr,Pb,Se,Ag |
| 9.2.1: Method Blanks |
| 9.2.2: Matrix Spike and Duplicate Results Summary |
| 9.2.3: Spike Blank and LCS Summary |
| 9.2.4: Serial Dilution Results Summary |
| 9.2.5: Post Digestate Spike Summary |
| 9.3: Prep QC MP37015: As,Ba,Cd,Cr,Pb,Se,Ag |
| 9.3.1: Method Blanks |
| 9.3.2: Matrix Spike and Duplicate Results Summary |
| 9.3.3: Spike Blank and LCS Summary |
| 9.3.4: Serial Dilution Results Summary |
| 9.3.5: Post Digestate Spike Summary |
APPENDIX C - CHAIN OF CUSTODY
| Appendix E_Compiled HAZARDOUS MATERIALS REPORT |
| E2_USCG_Ft_Myers_10878160_Hazmat_Report |
| INTRO LETTER |
| BACKGROUND INFORMATION |
| TESTING/SAMPLING FOR LEAD COATINGS AND ASBESTOS |
| TESTING RESULTS |
| CONCLUSIONS |
| RECOMMENDATIONS |
| Attachment A - CERTIFICATIONS |
| Attachment B - XRF UNIT CALIBRATION DATA AND RESULTS |
| Attachment C - ASBESTOS SAMPLE ANALYSIS RESULTS |
| Attachment D - PHOTOGRAPHIC DOCUMENTATION |
| Attachment E (1) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment E (2) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment F - BUILDINGS 1 & 2 DRAWINGS/ROOM NUMBERS//ACM-LEAD LOCATIONS |
| 10878160 DB RFP BackCover STA-FMB |
| DRAFT NEPA EA - Fort Myers (Oct Draft).pdf |
| _10878160 USCG FINAL DB-RFP STA-FMB REBUILD & WATERFRONT (06 October FINAL R3) (28 July 2020 R1) |
| 10878160 - DB RFP Cover STA-FMB |
| 10887160 - Table of Contents STA-FMB |
| 10887160 - Design Build Criteria - Specfications |
| 10878160_SECTION 01110 Design Build General Paragraphs |
| 10878160_SECTION 01115 Dedication Plaque |
| 10878160_SECTION 01200 Design Build Prog Paymts |
| 10878160_SECTION 01320 Design Build Prog Schd Complex Projects |
| 10878160_SECTION 01330 Submittal Procedures |
| 10878160_SECTION 01450 Quality Control |
| 10878160_SECTION 01500 Temp COR Facilities and Equp |
| 10878160_SECTION 01505 Project Meetings |
| 10878160_SECTION 01781 O and M Documentation |
| 01781 APPENDIX O and M - Part 1 |
| 01781 APPENDIX O and M - Part 2 |
| 01781 APPENDIX O and M - Part 3 |
| 10878160 Section 01800 1 01 Design Build Criteria (ECH & HDR) |
| 10878160 Section 01800 1 02 Role of RFP - Specs Dwgs (ECH) |
| 10878160 Section 01800 1 03 Design Related Permits & Certs (ECH) |
| 10878160 Section 01800 1 04 Civil and Site Work |
| 10878160 Section 01800 1 05 Geotechinical Design |
| 10878160 Section 01800 1 06 Landscape Design (ECH) |
| 10878160 Section 01800 1 07 Architectural Design (ECH) |
| 10878160 Section 01800 1 08 Structural |
| 10878160 Section 01800 1 09 Fire |
| 10878160 Section 01800 1 10 Plumbing |
| 10878160 Section 01800 1 11 HVAC |
| 10878160 Section 01800 1 12-1 Electrical |
| 10878160 Section 01800 1 12-2 Electrical-Estimated Load |
| 10878160 Section 01800 1 12-3 Electical One Line Diagram |
| 10878160 Section 01800 1 13-1 Telecommunications Preface |
| 10878160 Section 01800 1 13-2 Telecommunicaitons |
| 10878160 Section 01800 1 14 Security |
| 10878160 Section 01800 1 15 FF&E (ECH) |
| 10878160 Section 01800 1.18 Environmental |
| 10878160 Section 01801_Temporary Facilities |
| 10878160 Section 01802_Construction Design Docs |
| 10878160 Section 01803_Record Documents and Drawings |
| 10878160 Section 01900_List of Drawings |
| APPENDIX SECTIONS - A, B, C, D & E |
| Appendix A-ComputerGenDrwgs-Sept2019 |
| Appendix B -ElectDeliv-Sept2019 |
| Appendix C -FDCC File Naming-SEP 2019 |
| Appendix D - Design Narrative-Sept2012 |
| Appendix E - Industry Standards for Const Docs-Sept2012 |
| APPENDIX SECTIONS - F & G |
| APPENDIX F - 10878160 - A100 STA-FMB SPACE ADJACENCY DIAGRAM |
| APPENDIX F - 10878160 - C-101 STA-FMB -Base Bid Layout with Options (2020-07-22) |
| APPENDIX F - 10878160 - C-102 STA-FMB - Site Criteria Plan (2020-07-22) |
| APPENDIX F - 10878160 - M-SERIES STA-FMB (2020-07-22) |
| M-01 PLAN-M-01 OVERALL SITE PLAN |
| M-01A PLAN-M-01 OVERALL SITE PLAN |
| M-02 SECTIONS-M-02 TYPICAL SECTIONS |
| M-03 UTILITIES-M-03 UTILITIES |
| M-05 UTILITIES-M-04 UTILITIES |
| APPENDIX G 10878160 BFR & SPACE CRITERIA SHEETS |
| BFR - STA-Fort Myers Beach - 3 pages |
| SPACE CRITERIA SHEETS - 97 pages |
| BID OPTION 1 - MSD OFFICE SUITE (pages 94-97) |
| ATTACHMENT SECTIONS - A, B, C, D & E |
| ATTACHMENT A - (ELECTRONIC ON DVD ONLY) - NO CONTENT IN THIS DOCUMENT |
| ATTACHMENT B - 10878160 - USCG - Ft Myers_10878160_Survey_FINAL 20 May2020 |
| V001 Survey As-Built - Shore Work (p.1) |
| V001 Survey As-Built - Waterfront Workf (p.2) |
| V002 |
| V003 |
| ATTACHMENT C - 10878160 - USCG-Ft Myers Beach_10878160_Waterfront Inspection FINAL Report 04-02-2020 |
| COVER |
| Summary of Work |
| Findings |
| 41 Pier Floating Dock (RPUID 10694) and 41 UTB Pier (RPUID 10713) |
| Bulkhead (RPUID 10708) |
| Travel Lift Pier (RPUID 10709) and Travel Lift Floating Dock (RPUID 10714) |
| Visiting Ship Pier (RPUID 10711) |
| WPB Pier (RPUID 10712) |
| Whip Antenna T01 Pier (RPUID 811064) |
| ATTACHMENTS D - 10878160 -FIIELD SURVEYS - SHORE AND WATERFRONT |
| ATTACHMENT D.1 10878160 - USCG - Ft_Myers_10878160_Geotechnical_Report_FINAL 17May2020 |
| 1.0 INTRODUCTION |
| 1.1 Project Information |
| 1.2 Scope of Work |
| 2.0 DATA GATHERING |
| 2.1 Data Review |
| 2.2 Site Description |
| 2.3 Field Exploration |
| 2.4 Test Pits |
| 2.5 Laboratory Testing |
| 3.0 SUBSURFACE CONDITIONS |
| 3.1 Site and Area Geology |
| 3.2 Soil Survey Information |
| 3.3 Interpreted Stratigraphy |
| 3.3.1 Strata 1 – Reworked/Densified Sands |
| 3.3.2 Strata 2 – Very Loose Sand |
| 3.3.3 Strata 3 – Loose to Medium Dense Sand |
| 3.3.4 Strata 4 – Silty or Clayey Sand and Sandy Silt |
| 3.4 Groundwater |
| 4.0 CONCLUSIONS AND RECOMMENDATIONS |
| 4.1 Demolition |
| 4.2 Site Preparation |
| 4.2.1 Excavation |
| 4.2.2 Fill Placement |
| 4.2.3 Surface and Groundwater Control |
| 4.3 Building Foundations (Driven Piles) |
| 4.3.1 Pile Capacity |
| 4.3.2 Pile Interaction |
| 4.3.3 Pile Splicing |
| 4.3.4 Pile Testing Program |
| 4.4 Minor Structure Foundations |
| 4.5 Bulkhead Design |
| 4.5.1 Design Parameters |
| 4.5.2 Deadman Anchors |
| 4.5.3 Grouted Soil Anchors |
| 4.5.4 Environmental Corrosion Classification |
| 4.6 Pavement Design |
| 4.7 Construction Inspection and Testing |
| 5.0 REPORT LIMITATIONS |
| 6.0 CLOSURE |
| ATTACHMENT D.2 10878160 - USCG -Ft_Myers_10878160_Env_Soils_Report_FINAL 17May2020 |
| Report Cover |
| Letter |
| 1.0 INTRODUCTION |
| 2.0 ENVIRONMENTAL SOIL SAMPLING |
| 3.0 CONCLUSIONS |
| 4.0 LIMITATIONS |
| FIGURES |
| TABLES |
| APPENDICES |
| ATTACHMENT D.3 10878160 - USCG_Ft_Myers_10878160_Hydrant_Flow_Report_FINAL 17May2020 |
| Letter Report |
| Hydrant Flow Testing Cover Sheet |
| Hydrant Flow Test Field Sketch |
| Test #1 – One Outlet |
| Test #2 – Two Outlets |
| Test #3 – One Outlet |
| Test #4 – Two Outlets |
| ATTACHMENT D.4 10878160 -USCG_Ft_Myers_10878160_Hazmat_Report_FINAL 17May2020 |
| HAZARDOUS MATERIALS REPORT |
| Attachment A - CERTIFICATIONS |
| Attachment B - XRF UNIT CALIBRATION DATA AND RESULTS |
| Attachment C - ASBESTOS SAMPLE ANALYSIS RESULTS |
| Attachment D - PHOTOGRAPHIC DOCUMENTATION |
| Attachment E (1) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment E (2) - HAZARDOUS MATERIALS OBSERVATIONS |
| Attachment F - BUILDINGS 1 & 2 DRAWINGS/ROOM NUMBERS//ACM-LEAD LOCATIONS |
| ATTACHMENT D.5 10878160 -USCG_Ft_Myers_10878160_Benthic_Survey_Report |
| Cover |
| Table of Contents |
| 1.0 Introduction |
| 2.0 Existing Conditions |
| 3.0 Methods |
| 4.0 Results |
| 5.0 Conclusion |
| 6.0 References |
| Tables |
| Figures |
| Appendix A |
| Appendix B |
| ATTACHMENT E - Draft National Environmental Policy Act (NEPA) Document |
| _10878160 ATTACHMENT E - STA-FMB_Compiled Draft EA & Appendices_100120 |
| Fort Myers Beach_Draft EA_091020 |
| CONTENTS |
| APPENDICES |
| ACRONYMS AND ABBREVIATIONS |
| SECTION 1 PURPOSE AND NEED FOR ACTION |
| 1.1 Introduction |
| 1.2 Background |
| 1.3 Overview |
| 1.3.1 USCG Mission |
| 1.3.2 Sector St. Petersburg |
| 1.3.3 Station Fort Myers Beach |
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