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Addendum 10
CITY OF SUNNY ISLES BEACH
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14-09-01
To All Bidders:
Bidders for the above referenced project shall take note of the following changes,
additions, deletions, clarifications, etc. to the Plans and Specifications, which in
accordance with the Contract Documents shall become a part of and have
precedence over anything shown or described otherwise.
Attachments:
Table 1 – MAJOR ITEM SCHEDULE OF VALUES
US Coast Guard Permit #9-14-7 dated 20 February 2015
Bridge Plan Sheets BW-2, BW-3, BW-4, and B-24 (Revised)
Roadway Plan Sheets 1, 4, 5, 11, 12, 14, 16-23, 26 (Revised)
Roadway Plan Sheet 18-A (New)
Questions/Clarifications:
Q1: Will additional plan sheets be provided for MOT? If not, will MOT restrictions
be provided to clarify work time restrictions, minimum lanes required, pedestrian
requirements, etc.
A1: MOT plans for approval shall be submitted by the Contractor to the City for
review and approval. MOT shall be placed and maintained in accordance with
FDOT Standards and provide for the safe movements for both vehicles and
pedestrians at all times. Work time restrictions are listed in the City of Sunny Isles
Beach Code of Ordinances Article III – Construction Noise §193-6.
Q2: It appears that the drainage plans on the north side are incomplete – plan view
page 12 does not show any drainage while the cross sections, sheet 19- show 19”
x 30” pipe and 5’x5’ exfiltration trench. Will roadway plans be revised to show
drainage?
A2: The City of Sunny Isles Beach has a separate drainage construction project
not associated with this Emergency Bridge project. The drainage project includes
a new outfall and related infrastructure within the North Bay Road right of way
between 174 Street and the canal. It is expected that this drainage project will
Addendum No.10
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14‐09‐01
2
underway concurrent with the bridge construction. The drainage scope of work is
currently included in the 174th St project (By Others) and as such, the cross
sections are depicted as existing. Extensive coordination with the 174th St
Contractor will be required as part of this project. In the event the drainage project
is delayed or withdrawn, the City will solicit additional pricing from the contractor
for this Emergency Bridge project to construct the outfall and related drainage
improvements.
Q3: Typical section sheet 4 shows an interior barrier wall adjacent to the 5’6”
sidewalk. MSE plans and roadway plans do not show this wall. Will revised
drawings be provided for the typical sections, MSE or roadway drawings?
A3: The plans have been revised to eliminate the interior barrier wall.
Q4: Typical section sheet 4 shows a pedestrian barrier wall, but does not show a
sidewalk or standard moment slab. Which moment slab detail should be followed
here?
A4: The Roadway Drawings have been revised to show the standard moment
slab/junction slab of the MSE Wall Details.
Q5: Ground improvement are shown from 20+70 to 21+70 and 24+12 to
26+40. Will any demucking be required beyond this area?
A5: The limits of demucking will be dependent upon the means and methods
employed by the contractor noting that the plan data is based upon the conditions
found at the individual boring locations. While best professional efforts and due
care were put forth in quantifying this item, field conditions may or may not match
these limits exactly. The contractor shall satisfy himself of the limits of muck that
must be removed for the project be constructed in accordance with the plans and
specifications. Refer to Note 2 on Sheet BW-1 of the Bridge Drawings. Further,
the regular excavation and embankment volumes shown in the plan sheets have
been calculated without regard to subsoil excavation because the contractor is
responsible to choose from the method of soil improvements shown in the
Geotechnical Report, which was issued with and is a part of the contract
documents. The chosen method of soil improvement would impact the volume,
so the excavation and embankment volumes are calculated based upon the
existing ground surface elevation. The contractor must account for the differential
cost of excavation and embankment in the cost of soil improvement
Addendum No.10
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14‐09‐01
3
Q6: Document 00300 Bid Form 1. A) 1 indicates ………the base contract for the
lump sum prices with schedule of values which includes the entire project except
for the following items: Install asphalt pavement, sidewalks and stormwater
drainage. These items are included in the schedule of values. Please clarify this
is confusing.
A6: Please see attached revised Table 1, MAJOR ITEM SCHEDULE OF
VALUES.
Q7: Please clarify the requirements for vibration monitoring for this project.
A7: The purpose of the vibration monitoring is to protect the contractor from claims
of inadvertent damage to nearby private properties resulting from construction
activities. The extent of monitoring during appropriate phases or elements of
construction is to be determined by the contractor and shall conform to FDOT
requirements. See Note 10 on Sheet B-11 of the Bridge Drawings.
Q8: Will the contractor be required to supply a Builders Risk insurance policy?
A8: Please refer to RFP Section 2.10 Insurance.
Q9. Section 6, Bid Submittal Forms, page 22 of the RFP, refers to an excel form
to be inserted, we have not received this form, when will it be issued?
A9: See attached Table 1 MAJOR ITEM SCHEDULE OF VALUES.
Q10: Does the concrete for the structure have to be FDOT certified?
A10: Yes.
Q11: There is no requirement for an Engineer’s Field Office or Trailer, please
confirm that we are not to provide one as part of our bid price.
A11: The contractor will be allowed to occupy a portion of the North Bay Road right
of way from Station 26+00 south to the canal, outside the limits of the 174th St
drainage improvements referenced in Q2). This area can be used for staging,
storage of non-hazardous materials, and for a required construction trailer to be
used for maintaining record drawings and documentation as well as hosting
periodic site meetings during construction. This trailer shall have electrical service,
Addendum No.10
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14‐09‐01
4
space for maintenance of project drawings and records and at a minimum a
suitably sized conference table and sufficient chairs for up to five (5) persons in
addition to contractor staff. The overall area is to be secured as needed with
perimeter fence and screening and be kept in a neat and orderly manner at all
times. The exact limits of this area shall be coordinated upon mobilization to
address needed access for a contractor who may be under construction of
drainage improvements in NE 174 Street and a portion of North Bay Road.
Q12: The MSE Wall Plans on BW-2, show the begin south MSE wall station as
21+29.73, and BW-3 show end north MSE wall at stations 24+90+00 and
25+00+00. This does not match the roadway plans which show south MSE wall
limits at stations 20+34.17 and 20+60.14, and north MSE wall limits at 26+23.96.
Please clarify which is correct. The MSE Wall Plans on BW-2, show the begin
south MSE wall station as 21+29.73, and BW-3 show end north MSE wall at
stations 24+90+00 and 25+00+00. This does not match the roadway plans which
show south MSE wall limits at stations 20+34.17 and 20+60.14, and north MSE
wall limits at 26+23.96. Please clarify which is correct.
A12: The limits of the MSE wall shown on the Roadway and Bridge Drawings have
been revised, please see the attached plan sheets.
Q13: The bridge plan B-5, show variable height median barrier wall beyond the
MSE wall limits per FDOT index 410. This index allows a four foot maximum height
differential which will be exceeded per the elevations shown on plan sheets BW-2
and BW-3. Please clarify whether this index will be allowed for height differentials
exceeding four feet.
A13: The limits of the wall have been revised so that no portion exceeds four (4)
feet in height. See revised plan sheets.
Q14: Plan sheet B-4 requires an ADA rail on one bridge barrier, the ADA rail is
not shown on the approach slab plan (see B-68) or on the roadway cross
sections. Please clarify that the ADA rail is only on the bridge.
A14: In addition to the bridge barrier, railings are required for the Approach Slab
& MSE Walls that shall terminate at an appropriate location above adjacent grade.
Addendum No.10
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14‐09‐01
5
Q15: The drilled shaft plans (sheets B-6 through B-11) do not indicate any load
tests being required for the foundation shafts. Please confirm that none are
required.
A15: Shaft capacity has been designed assuming shaft will be installed as per
FDOT Standard Specifications without a load test. The Resistance Factor was
used accordingly and as such a load test is not required. If considered necessary
by the contractor, then the contractor can perform a load test without any additional
cost or time to the project
Q16: Will a “method shaft” be required for the drilled shaft foundations?
A16: As per FDOT Standard Specifications, Method Shaft is required.
Q17: Are SID tests required for the drilled shafts?
A17: SID tests are not required.
Q18: For any testing of drilled shafts, who is to provide for the inspection of the
testing?
A18: The City of Sunny Isles Beach shall provide for the inspection of the testing.
Q19: If the Contractor elects to utilize permanent casing for the drilled shafts, is
there a required cutoff elevation of the casing?
A19: If the Contractor elects to use permanent casings for drilled shafts, the cutoff
elevation shall be two (2) feet below the mudline.
Q20: Please clarify that the Contractor is to provide QC testing for concrete, and
that the Owner will provide QA testing and inspection.
A20: The contractor shall provide QC testing for concrete and the Owner shall
provide QA testing and inspection.
Addendum No.10
CONSTRUCTION OF THE NORTH BAY ROAD PEDESTRIAN EMERGENCY BRIDGE
CITY RFP NO. 14‐09‐01
6
Q21: The schedule of values, Item 37, indicates 40 LF of turbidity barrier. Sheet
26, Storm water Pollution Plan, indicate a much larger quantity being
required. Please clarify.
A21: See attached Table 1 MAJOR ITEM SCHEDULE OF VALUES.
Q22: The schedule of values, Item 80, requires 300 LF of decorative fence with
gates, please clarify where the fence is located.
A22: Please refer to the Roadway Plans Sheet 11 that states “Replace Existing
Fence, Field Verify Limits. Match Existing”.
Q23: Please clarify whether this Contract is LUMP Sum or Lump Sum with Unit
Pricing per the schedule of values, (i.e. Lump Sum for the Bridge and Approaches
and Unit Price for the Roadway items). It’s not clear what the term “Lump SUM
Price with Schedule of Values” means that is referred to in the bid form (Document
003300 – sheet 00300-1).
A23: The contract is lump sum with the Schedule of Values to be used as the basis
for additions and/or deletions.
Q24: After carefully reviewing all project specifications, by hiring a subcontractor
with extensive bridge experience who will be performing the majority of the
construction, meet or oversee the Contractors qualification stated in section 4.2 of
the project manual?
A24: The City intends to award to the contractor it determines to be the most
responsive and responsible.
END OF SECTION
Table 1
MAJOR ITEM SCHEDULE OF VALUES
ITEM No.DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL ITEM AMOUNT
GENERAL
1 Mobilization 1 LS
2 Maintenance of Traffic 1 LS
3 Clearing and Grubbing 0 AC
4 NPDES Compliance 1 LS
5 Remove Existing Asphalt Pavement 1,390 SY
6 Remove Existing Concrete Sidewalk 711 SY
7 Remove Existing Concrete Curb 1,084 LF
8 Remove Existing Pipe 98 LF
9 Remove Existing Yard Drain 2 EA
10 Remove Existing Parking Meters 12 EA
11 Remove Existing Sign 12 EA
12 SUBTOTAL GENERAL
13 SITE WORK AND PAVEMENT
14 1 1/2" Asphalt (S-1)158 TON
15 1" Asphalt (S-3)105 TON
16 5" Type B 12.5 Coarse Mix Asphalt 1,526 SY
17 4" Limerock Base (Optional Base Group 1)1,871 SY
18 12" Subgrade 1,884 SY
19 Stamped Asphalt 45 SY
20 Paver Brick 62 SY
21 F" Curb 561 LF
22 Drop Curb 46 LF
23 2' Header Curb 17 LF
24 E' Curb 18 LF
25 D' Curb 22 LF
26 6" Concrete Sidewalk 606 SY
27 Handicap Ramp 4 EA
28 Stabilized Fire Access Route 80 SY
29 Removeable Bollards 6 EA
30 Replace Existing Fence (Match Existing)1 LS
31 FDOT Index Fence 'B'55 LF
32 Finish Grading 1,150 SY
33 Cut 167 CY
34 Fill 887 CY
35 Sod 1,150 SY
36 Silt Fence 1,399 LF
37 Turbidity Barrier (Floating)1 LS
38 Inlet Protection 15 EA
39 SUBTOTAL SITE WORK AND PAVEMENT
SIGNING AND PAVEMENT PARKINGS
40 Sign (FTP-65-06, 36" x 18")4 EA
41 Sign (R1-1, 30" x 30")1 EA
42 Sign (R5-1, 30" x 30")4 EA
43 Sign (R1-6, 12" x 36")1 EA
44 Sign (OM4-1, 18" x 18")2 EA
45 Sign (R3-2, 24" x 24")2 EA
46 24" Solid White Pavement Marking (Paint)14 LF
47 12" Solid White Pavement Marking (Paint)125 LF
48 6" Solid White Pavement Marking (Paint)10 LF
49 18" Solid Yellow Pavement Marking (Paint)90 LF
50 6" Solid Yellow Pavement Marking (Paint)290 LF
51 Turn Arrow (White Paint)2 EA
52 Message (White Paint)1 EA
53
Remove Existing Pavement Marking (24"
Solid White)104 SF
54
Remove Existing Pavement Marking (6"
Solid White)33 SF
55
Remove Existing Pavement Marking (White
Arrow)10 SF
56 Detectable Warning Marking 4 EA
57
SUBTOTAL SIGNING AND PAVEMENT
MARKINGS
58 DRAINAGE
59 Manhole (P-7)2 EA
60 Curb Inlet (J-7)1 EA
61 Inlet (Type 'C')1 EA
62 Inlet (Type 'H') (Control Structure)1 EA
63 Yard Drain (24" Nyloplast ADS)2 EA
64 18" RCP 117 LF
65 18" PVC 61 LF
66 12" x 18" RCP 391 LF
67
Remove Curb Inlet Top & Replace with
Manhole Top 1 EA
68
Remove Curb Inlet Top & Replace with Curb
Inlet Top 1 EA
69
Remove Manhole Top & Replace with Curb
Inlet Top 1 EA
70 Adjust Curb Inlet to Grade 1 EA
71 5' x 4' Exfiltration Trench 356 LF
72 Core Existing Manhole (18" RCP)1 EA
73 SUBTOTAL DRAINAGE
74 BRIDGE
75
South Bridge Approach (Sta 20+54.14-
21+29.73)-(inclusive of all excavation, soil
remediation, compaction, testing,
hauling/disposal of unsuitable material,
MSE walls purchase and installation,
concrete work and asphalt)
1 LS
76
North Bridge Approach -(STA 24+54.15-
26+29.96) (inclusive of all excavation, soil
remediation, compaction, testing,
hauling/disposal of unsuitable material,
MSE walls purchase and installation,
concrete work and asphalt)
1 LS
77
FDOT Bridge Approach to Approach (Sta
21+29.73-24+54.15)1 LS
78
Labor and Material to F&I all electrical
components per plans 1 LS
79 F&I Type B Fencing FDOT Index 802 105 LF
80
F&I Decorative Vertical Fence to Match
Existing w/ Double Traffic Gate and Single
Ped Gate
300 LF
81 SUBTOTAL BRIDGE
TOTAL BASE BID (ITEMS 1 THROUGH 81)$
We have included herewith, the required security Bid Bond, as required by the Instruction to Bidders.
All applicable federal state and local taxes and permit fees are included in the Bid Price.
Permit fees shall be in accordance with the Owner's rate schedule.
All unit rates are inclusive of all material, labor, equipment, excavation, handling, rehandling, temporary storage
of material, installation, backfill, testing, compaction, hauling/disposal of any unsuitable material and
restoration of any affected areas.
(*) Grand total must equal amount shown on line "TOTAL LUMP SUM BID PRICE WITH SCHEDULE OF
VALUES OF:" on Bid Form for Section 1.
PLANVaries
LFC
RFC
LGL
TYPICAL CROSS SECTION
Spans No. 1 & 5
Varies Varies
Varies
1'-6"
13'-6"
& P.G.L.
À Construction
1'-1"
SECTION A-A
& P.G.L.
À Const.
1'-6•"13'-6"Varies
LFC LGL
PGL
PGL RGL RFC
LEGEND
TABLE OF FINISH GRADE ELEVATIONS
A B CPOINTS
NOTES
APPROACH SLAB
Bm. 1-A
Bm. 1-B
Bm. 1-C
Bm. 1-D
TABLE A
ANGLES
ÐDESIGNATION
BEAM
Slope: 2%Slope: 2%
Span No. 1
TABLE OF FINISH GRADE ELEVATIONS
1
2
POINTS 3
SPAN NO. 1
SPAN
MID-
TPL
(Showing location of Finish Grade Elevation Points)
(Showing location of Finish Grade Elevation Points)
PC
N
BRIDGE
BEGIN
NO. 2
 BENT
BRIDGE
BEGIN
APP. SLAB
BEGIN
A
A
D
i
r
e
c
t
io
n
o
f
S
t
a
t
i
o
n
in
g
JOC
6-09
LFC
LGL
1
3
'
-
6
"
Radial Dimensions
See TABLE A for Angles at each beam.
Mid-Span
1
2
3
A
B
C
Ð
 Bm. 1-A
 Bm. 1-B
 Bm. 1-C
 Bm. 1-D
Curve 1
& P.G.L.
À Construction
LFC
LGL
RGL
RFC
T. to C.
90°00' 00"
Sta. 21+29.73
Begin Approach Slab
J
o
in
t
O
p
e
n
TPL
RFC
T. to C.
78°11' 22"
22
Jo
i
n
t
Open
T. to C.
66°13' 19"
FINISH GRADE ELEVATIONS (1 OF 5)
39'-10„"
1 2
'-
2
„
"
1 2
'-
2
„
"
1 2
'-
2
„
"
9
…
"
3
0'
-
0
„
"
1 0
'-
6
‡
"
1 3
'-
9
‡
"
1 0
'-
6
‡
"
9
0
°
0
0'
0
0
"
1 7
'-
0
„
"
1 '-
6
•
"
 Bm. -A
 Bm. -B  Bm. -C
 Bm. -D
see Plan Drawings.
: For Beams prefix (Span No.)
99°41' 30"
69°54' 07"
72°22' 02"
74°49' 17"
77°16' 51"
72°43' 14"
75°11' 08"
77°38' 23"
80°05' 58"
1 4
'-
1 0
ƒ
"
1 '-
8
†
"
1
'
-
1
"
71°40' 24"
20'-6" Rt.
Sta. 21+61.89
POT
T. to C.
79°51' 21"
1 0
'-
6
‡
"
1 '-
3
ƒ
"
T
R
B
1
'
-
6
"
Arc Dim.
6'-5"33'-5„"
39'-10†"
LFC
Dimension along
Span No. 2 thru 5 : Parallel to Begin Span Bent.
Span No. 1 : Parallel to Front Face of Backwall.
set as follows:
are equally spaced along À Construction & PGL and
intermediate finish grade elevations on bridge slabs
3) Divider Lines (marked with circles and numbers) for
b) At End Bridge: Parallel to End Bridge.
a) At Begin Bridge: Parallel to Begin Approach Slab.
the Approach Slab limits and set as follow:
are equally spaced along À Construction & PGL within
intermediate finish grade elevations on approach slabs
2) Divider Lines (marked with circles and letters) for
1) For additional geometric data, see Sheet No. B-5.
T. to C.
63°47' 24"
T. to C.
77°02' 38"
111°08' 43"
1 3
'-
9
‡
"
6
'-
5
•
"
Elevations at top of riding surface.
B-24
SP
JOC
4
0
'-
5
"
1 '-
1 1 …
"
3 Spaces (Varies)
MDS
1 '-
1 1 ‚
"
1 '-
8
‚
"
Left Gutter Line
Dimensions along
30
'-5†"39'-8…"
Ñ
V
a
r
i
e
s
Ñ
8
"
S
l a
b
Pedestrian TPLDimensions along
3
'-
7
‡
"
Wall, Typ.
MSE Ret.
2
5
'-
6
‚
"
9.343
9.371
9.442
9.172
9.141
RFC
RGL
PGL
LGL
LFC
RFC
TPL
BM 1-D
BM 1-C
PGL
BM 1-B
BM 1-A
LGL
LFC
10.269
10.290
10.337
10.631
10.880
10.861
10.767
10.757
10.726
10.673
10.706
10.761
11.092
11.355
11.338
11.282
11.280
11.270
11.071
11.106
11.165
11.534
11.830
11.822
11.806
11.806
11.807
11.446
11.483
11.547
11.951
12.305
12.305
12.331
12.334
12.347
11.860
11.882
11.947
12.365
12.780
12.780
12.810
12.817
12.825
TRB : Traffic Railing Barrier
RFC : Right Face of Coping
TPL : Toe of Parapet Line
PGL : Profile Grade Line
LGL : Left Gutter Line
LFC : Left Face of Coping
Sta. 21+60.00
Begin Bridge
Sta. 22+00.00
 Bent No. 2
9.687
9.719
9.801
9.565
9.539
10.022
10.057
10.161
9.959
9.937
10.345
10.383
10.520
10.354
10.336
10.652
10.693
10.880
10.757
10.726
1
3
'
-
6
"
13'-6"
Shoulder
Edge of
Shoulder
Edge of
1'-5‚"
1 '-
5
‚
"
7-09
4-09
7-09
Varies
2
0
'-
1 0
ƒ
"
•"
NORTH BAY ROAD BRIDGE
By Description
REVISIONS
Checked by
Checked by
Names Dates
Drawn by
Designed by PROJECT NAME:
SHEET TITLE:
Approved by
Date By DescriptionDate
SHEET NO.
1/27/2015 11:03:11 AM S:\Projects\SunnyIslesPedestrianB_NorthBay\NB_Bridge\struct\B1FinishGrEL01.dgncrodriguez
APPROVED BY
DATE
CITY OF SUNNY ISLES BEACH
PUBLIC WORKS DIVISION
S. SADOUGH
ENGINEER OF RECORD:
(954) 334-9000 FAX (954) 334-2800
510 Shotgun Road Suite 400
Sunrise, FL 33326
SOHEILA SADOUGH, P.E. NO. 44130
AZTEC ENGINEERING GROUP, INC.
Certificate of Authorization No. 28339
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GRAND TOTALS -
SUMMARY OF DRAINAGE STRUCTURES
SUMMARY OF
DRAINAGE
STRUCTURES
NORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY PLANNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY PLANNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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www.callsunshine.comNORTH BAY ROAD BASELINE - STA. 20+00.00 TO STA. 24+80.00 SCALE:1" = 20' HORIZ.
1" = 2' VERT.
-4
-2
4
6
0
2
12
14
16
18
20
22
8
10
-6
-8
-10
24
26
ROADWAY PROFILENORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
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STORMWATER
POLLUTION
PREVENTION PLAN
NORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
SUNNY ISLES BEACH, FLORIDA
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ROADWAY CROSS SECTIONSNORTH BAY ROAD
PEDESTRIAN AND EMERGENCY ACCESS BRIDGE
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