addendum no. 1 june 23, 2017 - town of bloomfield ct · addendum no. 1 – june 23, 2017 filley...

$: ADDENDUM NO. 1 June 23, 2017 - Town of Bloomfield CT · ADDENDUM NO. 1 – June 23, 2017 Filley Park Restoration – Phase II Pond & Stream Improvements Page 2 F:\P1979\79235\C20\Bidding\Addendum$
F:\P1979\79235\C20\Bidding\Addendum 1\Addendum No 1_20170622.Docx

ADDENDUM NO. 1 – June 23, 2017

RE: Filley Park Restoration – Phase II: Pond & Stream Improvements

Bloomfield, Connecticut

FROM: Fuss & O'Neill, Inc.

146 Hartford Road

Manchester, Connecticut

TO: Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated June 2017. All instruction contained in this addendum shall be reflected in the Bid and will be made part of the Contract Documents when the Contract is awarded. It is the responsibility of contractors bidding the project to distribute copies of this addendum to all subcontractors, suppliers, and other entities providing quotations. Acknowledge receipt of this Addendum in the space provided, and provide a signed copy in with the sealed bid. Failure to do so may subject Bidder to disqualification. This Addendum consists of four (4) pages, with an additional fifteen (15) pages of attachments as follows:

1. A four page List of Attendees who attended the Pre-Bid Conference held at 1:00 p.m., E.S.T., on Tuesday June 14, 2017 at the Bloomfield Town Hall.

2. Revised Specification Section 05 52 10 – PIPE AND TUBE RAILINGS 3. Revised plan sheet CD-507: Decorative railing must be removable and lockable

INFORMATION DISCUSSED AT THE PRE-BID MEETING:

The entire site is in the 100-year floodplain. Requirements for managing flammable materials are

indicated in the bid documents.

A Water Control Plan Submittal must be made as indicated in the bid documents. The Plan will be

reviewed by the Town of Bloomfield and the Connecticut Department of Energy and Environmental

Protection.

Question: When is the anticipated construction start date?

Answer: Early August, 2017

QUESTIONS/INFORMATION REQUEST SUBMITTED IN WRITING:

Question: The notes on the plans indicate that the bridges are to be made of painted weathering

steel. While this can be accommodated, it is uncommon. Typically weathering steel is

unpainted, and if we are supplying a painted structure then generally it is painted over bare

carbon steel. Please clarify

ADDENDUM NO. 1 – June 23, 2017 Filley Park Restoration – Phase II Pond & Stream Improvements Page 2


Answer: It is the stated goal of the project to provide a long-term installation that

requires minimal long-term maintenance with near zero short-term maintenance. As part

of that goal, painted weathering steel has been requested in the construction documents.

Question: Please indicate how many coats of paint will be required on the bridges. A 2-coat system is

typical; 3-coat systems are typically required on DOT projects.

Answer: Given the purpose of the bridge, a 2-coat system would be appropriate.

Question: Please clarify the safety railing requirements on the bridges. The plans indicate “pickets to

be horizontal cable wire” and to be painted black. This statement includes references to

multiple types of safety railings, including horizontal tubes, vertical pickets, and stainless

steel cable railings. Also, if they are to be stainless steel cables, typically these are not

painted. The specification says “standard rails by manufacturer” which could be

interpreted that the manufacturer can supply whatever they want

Answer: The intent is to use steel cables as the horizontal safety rails as noted on the

ConTech website and literature. These cables should be stainless, and can be left un-

painted. For both structures, standard safety rail spacing, pedestrian hand rails and all

attachments and related details should be appropriate for a pedestrian bridge per the

manufacturer’s standards and any applicable AASHTO or local regulations

Question: What is the required height of the safety railings on the bridges above the deck?

Answer: 54” minimum.

Question: Is a toe plate required on the bridges?

Answer: Toe plate would be appropriate for a pedestrian bridge. It should be painted

black to match the structure.

Question: Special provision section 1.1-A references a “bow truss” style for the bridges. Please

confirm that they are to be the Link style with a straight top and bottom chord, and two

diagonals per bay, as shown on plans and referenced in section 1.3-A of the spec.

Answer: A “Link”-style bridge with parallel top and bottom chords and two diagonal per

bay is appropriate.

Question: The deflection criteria for the bridges per special provision 1.3-D-4 is L/400 of the span

length. This is more stringent than AASHTO’s criteria of L/360. Please confirm it will be

acceptable to use AASHTO’s criteria.



Answer: We would prefer the more stringent deflection of L/400 over AASHTO’s

minimum of L/360.

Question: AASHTO’s Pedestrian Guide Spec advises that pedestrian bridges with clear widths

greater than 10’ be designed for an H-10 (20,000 lb) vehicle load. Please confirm that the

H-10 load should be used and not the 10,000 lb load listed on the plans and specs.

Answer: Given the similar loading between the full pedestrian loading and the heavier

vehicle, the H-10 (20,000 lb) loading can be used for the 12’ wide “vehicular” bridge.

Question: Only 2.5” of concrete deck thickness is allowed on the bridges. At least 4” total concrete

thickness at a minimum will be needed, possibly as much as 6”, in order to accommodate

the required loading criteria. Will it be acceptable for the manufacturer to design the deck

with a greater concrete thickness?

Answer: More concrete could be applied if the manufacturer feels it is

required. However, the deck would still have to accept the brick pavers and drainage

details as noted on the plans, and the deck dams would need to be sized

appropriately. Further, the minimum bottom chord elevations noted on the plans for each

structure cannot be breached. It was anticipated that the manufacturer would consider the

entire deck system (pavers, bedding sand, concrete) as the deck and not the 2.5” of

concrete at the bottom alone.

Question: A 15 year warranty is required for the bridges per special provision section 1.7. The

industry standard is 10 years. Will it be acceptable for the 15 year requirement to be

reduced to 10 years?

Answer: Given the extra precautions taken on the structure (i.e. – painting weathering

steel), we would request that the warranty be extended to 15 years.

Question: The plans indicate that the deck slope on the bridges is to be cambered at 4%. Slope and

camber are different things; typically the camber is set at 1% which will keep all deck

slopes to less than 5% in order to ensure ADA compliancy. Will this approach be

acceptable?

Answer: As stated in the specifications 1.3.2, it is not the intention to slope the deck in

either direction (longitudinally or transversely) more than 5% per ADA. However, it is the

design intention to add exaggerated camber (up to 4%) to the structure to increase its low

chord elevations and to give the structures more definition when installed, as noted in the

“Deck Drainage Path” details on the plans. It was assumed (and literature indicates) that

the deck when installed would be parallel with the bottom chord of the truss, but if this is

not the case, the contractor shall not exceed slope limits as prescribed by ADA.


ADDENDUM NO. 1 – June 23, 2017 Filley Park Restoration – Phase II Pond & Stream Improvements Page 3.1

Construction Drawing Set (i.e. the bid plan set): The Sheet Index on Sheet GI-001 of the Construction Drawing Set of the Bid Documents lists, as the last page of the set, a Sheet CD-510 (“Dam Construction Details”) in error. There is not, and there is not intended to be, a Sheet CD-510 in the Construction Drawing Set. All prospective Bidders are directed to ignore said reference to Sheet CD-510 in said Sheet Index.



END OF ADDENDUM

Attachments: List of Pre-Bid Meeting Attendees (4 pages)

Revised Sheet CD-507 (1 page)

Revised Specification Section 05 52 10 Pipe and Tube Railings – Aluminum (10 pages)

BIDDER ACKNOWLEDGES RECEIPT OF ADDENDUM

I hereby acknowledge receipt of Addendum No. 1

Signature Date

(PRECAST SECTIONS)

01979235.C50

05/26/2016

TOWN OF BLOOMFIELD

DAM CONSTRUCTION DETAILS

FILLEY PARK RESTORATION

BLOOMFIELD CONNECTICUT

AS SHOWN

AS SHOWN

146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com

SEALSEAL

SCALE:

DATUM:

VERT.:

HORZ.:

VERT.:

HORZ.:

PROJ. No.:

DATE:

MS

V

IE

W:

LA

YE

R S

TA

TE

:

DATENo.DESCRIPTION

DESIGNER REVIEWER

File

P

ath

: J:\D

WG

\P

79

\7

92

35

\C

50

\C

ivil\P

la

n\0

19

79

23

5C

50

_D

ET

02

.d

wg

L

ayo

ut: C

D-5

07

P

lo

tte

d: F

ri, Ju

ne

2

3, 2

01

7 - 1

0:0

4 A

M U

se

r: C

EL

IC

IA

B

OY

DE

N

Plo

tte

r: D

WG

T

O P

DF

.P

C3

C

TB

F

ile

: F

O 2

00

8 M

ON

O.C

TB

Filley Park Restoration – Phase II

Bloomfield, CT

April 2017 01979235.C50

PIPE AND TUBE RAILINGS 05 52 10 - 1

SECTION 05 52 10 – PIPE AND TUBE RAILINGS

PART 1 - GENERAL

1.1 Related Documents

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions

and Division 1 Specification Sections, apply to this Section.

1.2 Summary

A. Section Includes:

1. Aluminum railings.

B. Related Sections:

1. Division 32 Section "Curbing" for railings set in granite curbing.

1.3 Performance Requirements

A. Delegated Design: Design railings, including comprehensive engineering analysis by a qualified

professional engineer, using performance requirements and design criteria indicated.

B. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads

and stresses within limits and under conditions indicated:

1. Handrails:

a. Uniform load of 50 lbf/ ft. applied in any direction.

b. Concentrated load of 200 lbf applied in any direction.

c. Uniform and concentrated loads need not be assumed to act concurrently.

C. Thermal Movements: Allow for thermal movements from ambient and surface temperature

changes acting on exterior metal fabrications by preventing buckling, opening of joints,

overstressing of components, failure of connections, and other detrimental effects.

1. Temperature Change: 120 deg F ambient; 180 deg F, material surfaces.

D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals

and other materials from direct contact with incompatible materials.


Bloomfield, CT

April 2017 01979235.C50


1.4 Submittals

A. Product Data: For the following:

1. Manufacturer's product lines of mechanically connected railings.

2. Railing brackets.

3. Grout, anchoring cement, and paint products.

B. Shop Drawings: Include plans, elevations, sections, details of railings, and attachments to other

work.

C. Samples for Initial Selection: For products involving selection of color, texture, or

design, including mechanical finishes on aluminum.

D. Samples for Verification: For each type of exposed finish required.

1. Sections of each distinctly different linear railing member, including handrails, top rails,

posts, and balusters.

2. Fittings and brackets.

1.5 Quality Assurance

A. Source Limitations: Obtain each type of railing from single source from single manufacturer.

B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M,

"Structural Welding Code - Steel."

C. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."

2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."

3. AWS D1.6, "Structural Welding Code - Stainless Steel."

1.6 Project Conditions

A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal

fabrications by field measurements before fabrication.

1.7 Coordination and Scheduling

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint

and coating manufacturers' written recommendations to ensure that shop primers and topcoats are

compatible with one another.


Bloomfield, CT

April 2017 01979235.C50


B. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and

directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with

integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project

site in time for installation.

C. Schedule installation so wall attachments are made only to completed walls. Do not support

railings temporarily by any means that do not satisfy structural performance requirements.

PART 2 - PRODUCTS

2.1 Metals, General

A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller

marks, rolled trade names, stains, discolorations, or blemishes.

B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as

supported rails unless otherwise indicated.

2.2 Aluminum Railings

A. Tubing: ASTM B 210.

1. Provide powder coated black finish for exterior installations.

B. Pipe: ASTM B429


C. Plates, Shapes, and Bars: ASTM B209.


2.3 Fasteners

A. General: Provide the following:

1. Aluminum Railings/Posts: Aluminum coated steel fasteners per ASTM F1136.

B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class

required to produce connections suitable for anchoring railings to other types of construction

indicated and capable of withstanding design loads.

C. Fasteners for Interconnecting Railing Components:

1. Provide concealed fasteners for interconnecting railing components and for attaching them

to other work, unless otherwise indicated.


Bloomfield, CT

April 2017 01979235.C50


2. Provide concealed fasteners for interconnecting railing components and for attaching them

to other work, unless exposed fasteners are unavoidable or are the standard fastening

method for railings indicated.

3. Provide tamper-resistant flat-head machine screws for exposed fasteners unless otherwise

indicated.

D. Post-Installed Anchors: Torque-controlled expansion anchors capable of sustaining, without

failure, a load equal to six times the load imposed when installed in unit masonry and four times the

load imposed when installed in concrete, as determined by testing according to ASTM E 488,

conducted by a qualified independent testing agency.

1. Material for Exterior Locations: Alloy Group 1 (A1) stainless-steel bolts, ASTM F 593

(ASTM F 738M), and nuts, ASTM F 594 (ASTM F 836M).

2.4 Miscellaneous Materials

A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout

complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for

interior and exterior applications.

B. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and

compatible with paints specified to be used over it.

C. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer

complying with MPI#79 and compatible with topcoat.

1. Use primer containing pigments that make it easily distinguishable from zinc-rich primer.

D. Epoxy Zinc-Rich Primer: Complying with MPI#20 and compatible with topcoat.

E. Shop Primer for Galvanized Steel: Primer formulated for exterior use over zinc-coated metal and

compatible with finish paint systems indicated.

F. Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled expansion

cement formulation for mixing with water at Project site to create pourable anchoring, patching,

and grouting compound.

1. Water-Resistant Product: At exterior location provide formulation that is resistant to

erosion from water exposure without needing protection by a sealer or waterproof coating

and that is recommended by manufacturer for exterior use.

2.5 Fabrication

A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member

sizes and spacing, details, finish, and anchorage, but not less than that required to support structural

loads.


Bloomfield, CT

April 2017 01979235.C50


B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly.

Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for

reassembly and coordinated installation. Use connections that maintain structural value of joined

pieces.

C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of

approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on

exposed surfaces.

D. Form work true to line and level with accurate angles and surfaces.

E. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep

holes where water may accumulate.

F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items.

G. Connections: Fabricate railings with welded connections unless otherwise indicated.

H. Welded Connections: Cope components at connections to provide close fit, or use fittings

designed for this purpose. Weld all around at connections, including at fittings.

1. Use materials and methods that minimize distortion and develop strength and corrosion

resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove flux immediately.

4. At exposed connections, finish exposed surfaces smooth and blended so no roughness

shows after finishing and welded surface matches contours of adjoining surfaces.

I. Welded Connections for Aluminum Pipe: Fabricate railings to interconnect members with

concealed internal welds that eliminate surface grinding, using manufacturer's standard system of

sleeve and socket fittings.

J. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings.

Fabricate members and fittings to produce flush, smooth, rigid, hairline joints.

1. Fabricate splice joints for field connection using an epoxy structural adhesive if this is

manufacturer's standard splicing method.

K. Form changes in direction as follows:

1. As detailed.

L. Bend members in jigs to produce uniform curvature for each configuration required; maintain cross

section of member throughout entire bend without buckling, twisting, cracking, or otherwise

deforming exposed surfaces of components.


Bloomfield, CT

April 2017 01979235.C50


M. Close exposed ends of railing members with prefabricated end fittings.

N. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of

returns unless clearance between end of rail and wall is 1/4 inch (6 mm) or less.

O. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and

anchors to interconnect railing members to other work unless otherwise indicated.

1. At brackets and fittings fastened to plaster or gypsum board partitions, provide crush-

resistant fillers, or other means to transfer loads through wall finishes to structural supports

and prevent bracket or fitting rotation and crushing of substrate.

P. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work.

Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate

anchorage devices with supporting structure.

Q. For removable railing posts, fabricate slip-fit sockets from stainless-steel tube or pipe whose ID is

sized for a close fit with posts; limit movement of post without lateral load, measured at top, to not

more than one-fortieth of post height. Provide socket covers designed and fabricated to resist

being dislodged.

1. Provide chain with eye, snap hook, and staple across gaps formed by removable railing

sections at locations indicated. Fabricate from same metal as railings.

R. Toe Boards: Where indicated, provide toe boards at railings around openings and at edge of open-

sided floors and platforms. Fabricate to dimensions and details indicated.

2.6 Finishes, General

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary

protective covering before shipping.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are

acceptable if they are within one-half of the range of approved Samples. Noticeable variations in

the same piece are not acceptable. Variations in appearance of other components are acceptable if

they are within the range of approved Samples and are assembled or installed to minimize contrast.

D. Provide exposed fasteners with finish matching appearance, including color and texture, of railings.

2.7 Metal Finishes

A. Galvanized Railings:

1. Hot-dip galvanize exterior steel railings, including hardware, after fabrication.


Bloomfield, CT

April 2017 01979235.C50


2. Comply with ASTM A 123/A 123M for hot-dip galvanized railings.

3. Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.

4. Do not quench or apply post galvanizing treatments that might interfere with paint

adhesion.

5. Fill vent and drain holes that are exposed in the finished Work, unless indicated to remain as

weep holes, by plugging with zinc solder and filing off smooth.

B. For galvanized railings, provide hot-dip galvanized fittings, brackets, fasteners, sleeves, and other

ferrous components.

C. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of

grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.

D. For nongalvanized-steel railings, provide nongalvanized ferrous-metal fittings, brackets, fasteners,

and sleeves; however, galvanize anchors to be embedded in exterior concrete or masonry.

E. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with SSPC-

SP 6/NACE No. 3, "Commercial Blast Cleaning." SSPC-SP 3, "Power Tool Cleaning."

1. Exterior Railings: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

2. Railings Indicated to Receive Zinc-Rich Primer: SSPC-SP 6/NACE No. 3, "Commercial

Blast Cleaning."

3. Railings Indicated to Receive Primers Specified in Section 099600 "High-Performance

Coatings": SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

4. Other Railings: SSPC-SP 3, "Power Tool Cleaning."

F. Primer Application: Apply shop primer to prepared surfaces of railings unless otherwise indicated.

Comply with requirements in SSPC-PA 1, "Shop, Field, and Maintenance Painting of Steel," for

shop painting. Primer need not be applied to surfaces to be embedded in concrete or masonry.

1. Shop prime uncoated railings with universal shop primer.

G. Shop-Painted Finish:

1. Color: Black

PART 3 - EXECUTION

3.1 Examination

A. Examine surfaces to verify that locations of concealed reinforcements have been clearly marked for

Installer. Locate reinforcements and mark locations if not already done.

3.2 Installation, General

A. Fit exposed connections together to form tight, hairline joints.


Bloomfield, CT

April 2017 01979235.C50


B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in

location, alignment, and elevation; measured from established lines and levels and free of rack.

1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished

after fabrication and that are intended for field connection by mechanical or other means

without further cutting or fitting.

2. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1 m).

3. Align rails so variations from level for horizontal members and variations from parallel with

rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (5 mm in 3

m).

C. Corrosion Protection: Coat concealed surfaces of aluminum that will be in contact with grout,

concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.

D. Adjust railings before anchoring to ensure matching alignment at abutting joints.

E. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for

securing railings and for properly transferring loads to in-place construction.

3.3 Railing Connections

A. Nonwelded Connections: Use mechanical or adhesive joints for permanently connecting railing

components. Seal recessed holes of exposed locking screws using plastic cement filler colored to

match finish of railings.

B. Welded Connections: Use fully welded joints for permanently connecting railing components.

Comply with requirements for welded connections in "Fabrication" Article whether welding is

performed in the shop or in the field.

C. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required

to accommodate thermal movement. Provide slip-joint internal sleeve extending 2 inches (50 mm)

beyond joint on either side, fasten internal sleeve securely to one side, and locate joint within 6

inches (150 mm) of post.

3.4 Anchoring Posts

A. Form or core-drill holes not less than 5 inches (125 mm) deep and 3/4 inch (20 mm) larger than

OD of post for installing posts in concrete. Clean holes of loose material, insert posts, and fill

annular space between post and concrete with nonshrink grout mixed and placed to comply with

anchoring material manufacturer's written instructions.

B. Leave anchorage joint exposed with 1/8-inch (3-mm) buildup, sloped away from post anchoring

material flush with adjacent surface.


Bloomfield, CT

April 2017 01979235.C50


3.5 Adjusting and Cleaning

A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded

areas of shop paint, and paint exposed areas with the same material as used for shop painting to

comply with SSPC-PA 1 requirements for touching up shop-painted surfaces.

1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.

B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded

areas of shop paint.

3.6 Protection

A. Protect finishes of railings from damage during construction period with temporary protective

coverings approved by railing manufacturer. Remove protective coverings at time of Substantial

Completion.

END OF SECTION


Bloomfield, CT

April 2017 01979235.C50


THIS PAGE IS INTENTIONALLY LEFT BLANK

(FOR DUPLEX PRINTING PURPOSES)