PUBLIC NOTICE (02-16) WATERWAY AND LOCATION: CHARACTER … · CHARACTER OF WORK: Replace the ......
Transcript of PUBLIC NOTICE (02-16) WATERWAY AND LOCATION: CHARACTER … · CHARACTER OF WORK: Replace the ......
PUBLIC NOTICE (02-16)
All interested parties are notified that the Commander, Seventh Coast Guard District has received an application from the Florida Department of Transportation requesting approval of the location and plans for a proposed bridge replacement over a navigable waterway of the United States. WATERWAY AND LOCATION: SW 1st Street Bridge, Miami River, mile 0.9, Miami, Dade County, Florida. (25° 46’23” N, 80° 12’ 02” W) CHARACTER OF WORK: Replace the existing bascule bridge with a new bascule bridge which provides greater vertical clearance in the closed position and greater horizontal clearance between the bulkheads. The proposed bridge will be constructed on the existing alignment. The overall length of the new bridge will be 506 ft from abutment to abutment. The out to out width is approximately 56.6 ft consisting of three travel lanes, 11 ft in width, one 2.5 ft shoulder, one 5.5 ft shoulder and two 5.0 ft sidewalks. MINIMUM NAVIGATIONAL CLEARANCES: Existing Proposed Horizontal: Horizontal: 75 ft between fenders normal to the axis 150 ft between bulkheads normal to the of the channel. axis of the channel. Vertical (at center of channel): Vertical (at center of channel): 19.7 ft above Mean High Water 21.75 ft above Mean High Water Vertical (at edge of channel): Vertical (at edge of channel): 14 ft above Mean High Water 16.7 ft above Mean High Water Vertical (open position): Vertical (open position): 75 ft throughout the 75 ft navigational 75 ft throughout the 150 ft navigational channel. channel. ENVIRONMENTAL CONSIDERATIONS: The Federal Highway Administration (FHWA), the lead federal agency, approved an Environmental Assessment (EA) November 2013 and signed a Finding of No Significant Impact on October 15, 2013 for the purposes of the National Environmental Policy Act. The documents are available for review at the above address, Monday through Friday, 7:30 a.m. to 4:00 p.m. The bridge is located in Special Flood Hazard Area Zone AE. The 100-year flood elevation is
Commander Seventh Coast Guard District
909 SE 1st Avenue Miami, Florida 33131 Staff Symbol: (dpb) Phone: (305) 415-6740 Fax: (305) 415-6763 Email: [email protected] 16591/FL June 13, 2016
2
+1.94 ft; low member elevation of the proposed bridge is 16.7ft; elevations are reference to NAVD 88 datum. The project will result in no impacts to wetlands. The South Florida Water Management District (SFWMD) is the certifying agency, as defined in 40 CFR § 121.1(e), for issuance of Water Quality Certification (WQC) pursuant to Section 401, Public Law 92-500, 33 U.S.C. Section 1341. The SFWMD Environmental Resource Standard General Permit (ERP) was applied for on 1 June 2016. The USACE is reviewing the application for a nationwide permit. FHWA has completed consultation with the U.S. Fish and Wildlife Service and National Marine Fisheries Service regarding impacts to Threatened and Endangered Species and Essential Fish Habitat. FHWA and SHPO have determined that the proposed project will have an adverse effect on the SW 1st Street Bridge, a bridge eligible for listing in the National Register of Historic Places (National Register) and the National Register–listed South River Drive Historic District. A Memorandum of Agreement (MOA) was approved on August 19, 2013, stating the execution of the MOA is evidence that FHWA has satisfied requirements of Section 106 of the National Historic Preservation Act. Temporary impacts to navigation during construction are anticipated. Mariners will be notified of the details of in-water construction activities which will impact the navigation channel at and around the bridge site. Details of navigational impacts include dates and durations of full and partial channel blockage will be disseminated to mariners via the Coast Guard’s Local Notice to Mariners (LNM). SOLICITATION OF COMMENTS: Mariners are requested to comment on the proposed vertical and horizontal navigational clearances and other navigational safety issues, including but not limited to impacts due to construction activities. Interested parties are requested to express their views, in writing, on the proposed bridge project including its possible impact on minority and/or low income population, if any, giving sufficient detail to establish a clear understanding of their reasons for support of, or opposition to, the proposed work. Comments will be received for the record at the office of: Commander (dpb), Seventh Coast Guard District, 909 SE 1st Ave., Ste 432, Miami, Florida 33131-3028, for a 30-day period from the date of this public notice. Our project manager for this application is Ms. Jennifer Zercher. She can be contacted by telephone at (305) 415-6740, by mail at the above address, or e-mail at [email protected]. Comments received will be made part of the case record. Map of location and plans attached.
25
26
36
27
12
13
14
11
10
34 35
1
23
15
LUMMUS
ISLANDS
Channel
Point
VENETIANS.S RR.
RW
Y.
FLORID
A
EAST
COAST
Miami R.
Wagner
Cr.
Bay
Point
HIBISCUSIS.
PALM IS.
DODGE ISLANDSFishermans
View
Fork
MIAMI
Julia Tuttle Causeway
36th Street
Interchange
Pop. 362,470
Interchange
886
95
90
41
27
25
5
972
970
933
9
395
1
8th Ave.
7th Ave.
S.1st St.
MacArthur Causeway
WATER
WAY
INTRACO
ASTAL
Midtown
N
0 1 2
Miles
BEE LINEEXPRESSWAY
FLO
RID
A S
TU
RNPIK
E
10
75
10
295
95
4
754
LAKELAND
275
75
95
75
75
LOCATION OF PROJECT
BEACHPALMWEST
FT LAUDERDALE
MIAMI
NAPLES
FT MYERS
SARASOTA -BRADENTON
ST PETERSBURG
NEW PORT RICHEY
FT PIERCE
COCOA
MELBOURNE -
DAYTONA BEACH
JACKSONVILLE
GAINESVILLE
LAKE CITY
TALLAHASSEE
CHIPLEY
PANAMABEACH
FORT WALTON
PENSACOLA
CITY
OCALADELAND
TAMPA
BARTOW
ORLANDO
KEY WEST
T-53-S
T-54-S
R-4
2-E
R-4
1-E
R-4
2-E
R-4
1-E
T-53-S
T-54-S
M.P. 1.953
STA. 1098+88.97
BEGIN PROJECT
M.P. 2.212
STA. 1112+58.09
END BRIDGE
M.P. 2.117
STA. 1107+51.93
BEGIN BRIDGE
M.P. 2.351
STA. 400+40.00
END PROJECT
TO FORT LAUDERDALE
TO DORAL
TO MIAMI BEACH
VICINITY MAP
FLORIDA
12/08/15
SR-968 MIAMI-DADE
1 OF 5
2.114
OVER THE MIAMI RIVER
SW 1 ST BASCULE BRIDGE
TO HOMESTEAD
FLOOD
EBB
ROAD NO. MILE POINT COUNTY STATE
DATE
SHEET NO.
SUNRISE, FLORIDA
CONSULTING ENGINEERS
HARDESTY & HANOVER, LLC
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
112
2 OF 5
FLORIDA
12/08/15
SR-968 MIAMI-DADE
PLAN AND ELEVATION
0 30
Feet
60
OVER THE MIAMI RIVER
SW 1 ST BASCULE BRIDGE
2.114
90°
56’-
7"
� Ch
18.50°
Sta. 1110+13.26
� Bascule
30’-0"
5’-
6"
1’-
6"
11’
11’
11’
5’-
6"
2’-
6"
5’-
6"
1’-
6"
� Constru
PGL
Signal (Typ.)
¡ Traffic
Sta. 1107+21.93
Begin App. Slab
Sta. 1107+51.93
� Traffic
Sta. 1108+80.84
� Bascule P
to Remain
Existing Bulkhead
Sta. 1108+93.26
� Tru
Sta. 1111+33.26
� Tru
New BulkheadHouse
Control
(Typ.)
Stairs
Access
Vert. Clr.
Pt. of Min.
Pt. of Min. Vert. Clr.
Curve C1
"2
19
"2
19
1’-
0"
1’-
0"
Sd
w.
5’-
0"
Sd
w.
5’-
0"
56’-
0"
1’-
6"
1’-
6"
5’-
6"
2’-
6"
33’-
0"
Conduit Cable
Submarine
Remove Existing Bridge
New Bulkhead
Limit of
New Bulkhead
Sta. 1112+58.09
FFBW End Bent 4
End Bridge
30’-0"
Sta. 1111+45.68
� Bascule P
Sta. 1112+58.09
� Traffic
Curve C2
to Remain
Existing Bulkhead
Bridge
Access
New Bulkhead
15
0’-0"
Feder
al Ch
annel
(Open Postion)
Bascule Leaf
(Closed Postion)
Bascule Leaf
Opening
Angle of
STA. 1110+13.26
� Bascule
42’-6"240’-0" Trunnion to Trunnion42’-6"
� Tru
STA. 1112+58.09
FFBW EB No. 4
End Bridge
Sta. 1108+50.76
� Be
Sta. 1111+75.76
� Be
App. Slab
30’-0"
App. Slab
30’-0"
at Navigable Channel
16.7’ Min. Clearance
at Bulkhead
75’ Min. Clearance
506’-2"
River Drive
� S
Groundline
ApproximateI-Beam
Fla.
I-Beam
Fla.
STA. 1107+51.93
FFBW EB No. 1
Begin Bridge
Drive
� North
60°
Barrier Gate
Barrier Gate
Clearance
17.8’ Min.
Clearance
18.2’ Min.
East Approach Span
82’-4"
325’-0" Bascule Span
West Approach Span
98’-10"
� Tru
Existing Contour
(Proposed Contour)
Depth El. -17.00
Authorized Dredge
Direction of Stationing
PLAN
Out to
Out
Sta. 1107+51.93
FFBW End Bent 1
Begin Bridge
MIAMI
RIVER
SO
UT
H RIV
ER D
RIV
E
1108
+71.4
5
PT S
TA.
Sta. 1112+88.09
End App. Slab
NO
RT
H RIV
ER D
RIV
E
Hatch
Access
1111
+64.5
9
PC S
TA.
Ebb
Flo
w
ELEVATION
MHW EL. +0.18MLW EL. -1.87
100 YR. EL. +1.94
0
-10
-20
-30
+60
+50
+40
+30
+20
+10
0
-10
-20
-30
+60
+50
+40
+30
+20
+10
ROAD NO. MILE POINT COUNTY STATE
DATE
SHEET NO.
HARDESTY & HANOVER, LLC
SUNRISE, FLORIDA
CONSULTING ENGINEERS
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
12
Vertical Datum NAVD 1988.1.
NOTES:1,475 CY 1,653 CY
DREDGE FILL
QUANTITY QUANTITYLOCATION DESCRIPTION
1
2
Total
Piers below MHW
24" SQ. Piles on
Bascule Pier With
Piers below MHW
24" SQ. Piles on
Bascule Pier With
3,585 CY
5,060 CY 2,295 CY
642 CY
56’-7" Out to Out
� CONST. S
PGL
� CONST. S
11’-0" Travel Lane11’-0" Travel Lane11’-0" Travel Lane
Shldr
2’-6"
Sidewalk
5’-0"
Shoulder
"1615’-6
Sidewalk
5’-0"
Sidewalk
5’-0"
Shldr
2’-6" 11’-0" Travel Lane 11’-0" Travel Lane 11’-0" Travel Lane
Shoulder
5’-6"
Sidewalk
5’-0"
56’-0" Out to Out
Railing
1’-0" Pedestrian
Railing
1’-0" Pedestrian
Railing
" Pedestrian219
Railing
" Pedestrian219
1’-6" Traffic Barrier 1’-6" Traffic Barrier
2’-0" Traffic Barrier 2’-0" Traffic Barrier
3 OF 5
FLORIDA
12/08/15
SR-968 MIAMI-DADE
TYPICAL SECTIONS
0 4
Feet
8
OVER THE MIAMI RIVER
SW 1 ST BASCULE BRIDGE
2.114
Slope: 0.02 Ft/FtSlope: 0.02 Ft/Ft
Slope: 0.02 Ft/Ft Slope: 0.02 Ft/Ft
ROAD NO. MILE POINT COUNTY STATE
DATE
SHEET NO.
SUNRISE, FLORIDA
CONSULTING ENGINEERS
HARDESTY & HANOVER, LLC
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
TYPICAL SECTION APPROACH SPAN
TYPICAL SECTION BASCULE SPAN
4 OF 5
FLORIDASR-968 MIAMI-DADE
12/08/15
BULKHEAD PLAN
0 40
Feet
OVER THE MIAMI RIVER
SW 1 ST BASCULE BRIDGE
2.114
80
18.50°
1108
+71.4
5
PT S
TA.
1111
+64.5
9
PC S
TA.
Sta. 1110+13.26
� Bascule
Sta. 1112+58.09
FFBW End Bent 4
End Bridge
30’-0"
30’-0"
Signal (Typ.)
¡ Traffic
Sta. 1107+21.93
Begin App. Slab
Sta. 1107+51.93
� Traffic
Sta. 1108+80.84
� Bascule P
Sta. 1108+93.26
� Tru
Sta. 1111+33.26
� Tru
Sta. 1111+45.68
� Bascule P
Sta. 1112+58.09
� Traffic
Curve C2
New Bulkhead
House
Control
(Typ.)
Stairs
Access
Curve C1
Conduit Cable
Submarine
� Co
¡ Channel
to Remain
Existing Bulkhead
Light (Typ.)
180° Red Fender
to Remain
Existing Bulkhead
15
0’-0"
Feder
al Ch
annel
& Light (Typ.)
Clearance Gauge
Existing Bulkhead to Remain
(Mud Line)
Existing Ground
(Continuous)
Plastic Filter Fabric
Compacted Fill
Bulkhead Cap
(Min.)
1’-
0"
Sheet Pile
Steel
1’-
8"
Sta. 1107+51.93
FFBW End Bent 1
Begin Bridge
Sta. 1112+88.09
End App. Slab
MIAMI
RIVER
NO
RT
H RIV
ER D
RIV
E
SO
UT
H RIV
ER D
RIV
E
Hatch
Access
BULKHEAD PLAN
Ebb
Flood
Direction of Stationing
SECTION THRU BULKHEAD
and Filter Fabric
Bottom of Dim. X
ROAD NO. MILE POINT COUNTY STATE
SHEET NO.
HARDESTY & HANOVER, LLC
SUNRISE, FLORIDA
CONSULTING ENGINEERS
DATE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Vertical Datum NAVD 1988.1.
NOTES:
LEGEND
Clearance Guage Light
180 Degree Red Navigation Light (Bulkhead)
5 OF 5
FLORIDASR-968 MIAMI-DADE
12/08/15
DETAILS OF CLEARANCE GAUGE
OVER THE MIAMI RIVER
SW 1 ST BASCULE BRIDGE
2.114
Light Support Mark H2
Treated Timber 2"x6"
Clearance Gauge
3’-6"3"
8"
3"
2’-
3"
2’-
0"
9’-
9"
3"
3"
5" 5"
Nuts & Washers (Typ.)
Steel Bolt, Locking
" Dia. Stainless21
3"
Nuts & Washers (Typ.)
Steel Bolts,Locking
" Dia. Stainless 21
(each face)
Support Mark H1
Clearance Gauge
Treated Timber 2"x6"
Light
Clearance Gauge
Nuts & Washers (Typ.)
Steel Bolts,Locking
" Dia. Stainless 87
@ M.H.W.
Set Sign to 15.0 Feet
Cap
New Bulkhead Concrete
Sheet Piles
New Steel
VIEW A-A
A
A
M.L.W. EL. -1.87
CLEARANCE
MINIMUM
16
14
12
CLEARANCE GAUGE & LIGHT
M.H.W. EL. 0.18
10
ROAD NO. MILE POINT COUNTY STATE
SHEET NO.
HARDESTY & HANOVER, LLC
SUNRISE, FLORIDA
CONSULTING ENGINEERS
DATE
DEPARTMENT OF TRANSPORTATION
STATE OF FLORIDA
Vertical Datum NAVD 1988.1.
NOTES: