129300_SITEIMPROVEMENTS_CAR2015_5_BID_AMENDMENT_2.pdf

Confident

JEFF – 18

081314 Rev

SSECTIO

PART 1

1.1 SU

A. T

1.2 R

A. T

1.3 A

A. Pr

B. Sh tial and Propr

80194 ised 09/12/04

ON 12 93 00 –

GENERAL

UMMARY

The work of th

. Bike r

. Drinki filtrati

. Trash

. Helica

. Luther

. Flagpo

. Anti-g

RELATED SE

The followin Specification

. Sectio

. Sectio

. Sectio

. Sectio

. Sectio

. Sectio

ACTION SUB

roduct Data:

. Helica

. Anti-g

. Flagpo

. Valve

. Non-S hop Drawing illustrating th rietary Inform

– SITE IMPR

his Section inc acks, installat ing Fountain, on aggregate) and recycling al round shaft r Ely Smith M ole.

graffiti Coatin

ECTIONS

g items of r ns:

n 03 30 00 “C n 31 20 00 “E n 32 13 13 “C n 32 93 00 “P n 33 00 00 “S n 33 41 00 “S

BMITTALS

Provide for e al Round Shaf graffiti Coatin ole.

Box.

Shrink Grout.

gs: Provide he requiremen mation

ROVEMENTS

cludes, but is tion only.

, installation g receptacles, foundation.

Memorial Mar ng.

related work

Cast in Place

Earthwork”.

Concrete Pave

Planting and F

Service Line C

Storm Utility ach element o ft Foundation ng.

e shop drawi nts shown in t

S not limited to only. (Install installation o rker, installati k are specifie

Concrete,” fo ements”.

Fine Grading”

Connection an

Drainage Pip of constructio n.

ings for the the Contract D

SI

o:

lation include only.

ion only.

ed and inclu or footings an nd Valves”.

ping” for Pipe on listed.

following e Documents.

ITE IMPROV

es footing, v uded in othe nd base slabs.

e Filtration Ag elements of

Contra

12 93 00-1

VEMENTS

valve box and er Sections o ggregate.

construction act #5 d pipe of the fully

Confidential and Proprietary Information Contract #5

JEFF – 180194 12 93 00-2

081314 Revised 09/12/04 SITE IMPROVEMENTS

1. Drinking Fountain installation.

2. Luther Ely Smith Memorial Marker, reinforcement. Coordinate with Section 03 30 00 “Cast in Place Concrete”.

3. Flagpole footing reinforcement. Coordinate with Section 03 30 00 ‘Cast in Place Concrete”.

1.4 INFORMATIONAL SUBMITTALS

A. Manufacturer’s Instructions:

1. Helical round shaft foundation

2. Bike Racks.

3. Drinking Fountain.

4. Trash and Recycling Receptacles.

5. Flagpole.

6. Anti-Graffiti Coating.

7. Valve Box.

B. Manufacturer’s Certificate:

1. Helical round shaft foundation.

2. Flagpole.

3. Valve Box.

C. Product Certificate:

1. Anti-Graffiti Coating.

D. CQC Accessibility Inspection Report

1. Provide for Drinking Water Fountain installation.

1.5 QUALITY ASSURANCE

A. Qualifications of Workers

1. Use adequate numbers of skilled workers who are trained in the necessary crafts and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this Section.

B. Mockups: The Contractor shall provide the following mockups.

1. Anti-Graffiti Coating:

a. Apply Anti-Graffiti coating to half the Vehicle Barrier Wall mockup. See Section 03 30 00 “Cast in Place Concrete”. Contracting Officer will determine if darkening of surface is acceptable. After coating has cured/dried, apply graffiti and clean with anti-graffiti remover to one-half of the sample area.

C. In

PART 2

2.1 B

A. C

2.2 C

A. C

B. C

2.3 H

A. Pr tial and Propr

80194 ised 09/12/04 b.

nstallation of Standards (A

PRODUCT

BASE COURS

Compacted Ba “Earthwork.”

CONCRETE F

Concrete footi “Cast In Plac

Concrete pavem

HELICAL RO

rovide a sin hardware pac

. Dimen a.

b.

c.

d.

. Compo a.

b.

c.

. Finish

. Fabric a.

b.

c.

d.

1) rietary Inform

Apply Anti-G Anti-graffiti applied. Coo all site impro

ABAAS).

S

SE AND SUB

ase Course a

FOOTINGS,

ings, foundati ce Concrete.”

ment shall co

OUND SHAFT

ngle helix, H ckage.

nsions:

Shaft Diamet

Total Height

Helix Diame

Wall Thickne onent Materia

Baseplate: A

Shaft: Steel T

Helix: 3/8” T

: Hot Dipped cation:

Baseplate to concentric to

Flame cut tw

Preheat, tum welded areas

Flamecut irre

) Valleys mation

Graffiti coati coating shal rdinate with s ovements sha

BBASE

and Subbase

SLABS AND

ions and slab onform to the

T FOUNDAT

Helical Roun ter: 4.0” Min.

: 56” eter: 10” ess: 0.226 als:

ASTM A36

Tubing, ASTM

Thick Hot Rol d Galvanized a o be perpend o shaft axis (+ wo slots in sha mbleblast, han s.

egularities per s not to excee ing to half th ll be applied section 32 14 ll conform to shall conform

D PAVEMEN

bs shall confo requirements

TION

nd Shaft Fou

M 500 Grade lled Steel Pla according to A icular to sha +/- 0.188) aft perpendicu ndgrind and c rmissible:

ed 3/32” below

SI

he Bench Ty d to the sam 00 “Site Ston o the Architec m to the requ

NTS

orm to the req s of Section 3 undation. Inc e B Structural ate, ASTM A6

ASTM A153

aft axis (+/-ular to the bas clean basepla w nominal su

ITE IMPROV

ype 1A mock me half as th nework”.

ctural Barriers uirements of quirements of

2 13 13 “Con clude Hot D

1 degree) an seplate.

ate, helix and urface level

Contra

12 93 00-3

VEMENTS

kup, concrete he stone seala s Act Accessi

Section 31 2 f Section 03 ncrete Paveme

Dipped Galva nd hole cent d pilot point o act #5 only.

ant is ibility

20 00

30 00 ents.”

anized terline on all

JEFF – 180194 12 93 00-4

2) Peaks or positive irregularities not to exceed 1/32” above nominal surface level or intersections of nominal surfaces.

5. Acceptable Manufacturers:

a. Hubbel Power Systems, 210 N. Allen, Centralia, MO, Tel:573.682.5521, www.hubbelpowersystems.com

b. Helical Anchors, Inc, 5101 Boone Ave., Minneapolis, MN, Tel: 763.201.6552, www.helicalanchorsinc.com

c. Viking Helical Anchors, 7615 Smetana Lane, Eden Prairie, MN, Tel:800.733.3801, www.vikinghelicalanchors.com

2.4 BIKE RACK

A. The following Bike Rack will be provided by the Government, FOB Job Site:

1. CircleBRS2, Circle Bike Rack, by Anova, 211 North Lindbergh Blvd., St Louis, MO, 63141, Tel: 888.535.5005, www.anovafurnishings.com.

a. Material: Stainless Steel.

b. Mount: Surface Mount

B. Anchors: Provide Type 316 Stainless Steel.

2.5 DRINKING FOUNTAIN

A. Pipe Filtration Aggregate conforming to Section 33 41 00 “Storm Utility Drainage Piping”.

B. Coordinate with the requirements of Section 33 00 00 “Service Line Connections and Valves.”

C. The following Drinking Fountain will be provided by the Government, FOB Job Site:

1. Los Angeles Drinking Fountain – Double Arm with Dog Bowl and Freeze Resistant Assembly Canterbury International, 5632 W. Washington Blvd. Los Angeles, CA, 90016, Tel: 323.936.7111, www.CanterburyIntl.com.

a. Fountain Body: Ductile Iron with Matte Finish.

b. Fountain Bowl: Stainless Steel.

c. Bubblers: Chrome plated brass.

d. Anchors: Contractor shall Provide.

D. Valve Box, to be provided by the Contractor.

1. D1000-SBSWR, 10” x 10” x 10” Valve Box with Black Body and Black Cover, by NDS, 851 N. Harvard Ave, Lindsay, CA 93247, Tel:888.825.4716, www.ndspro.net or approved equal.

2.6 TRASH AND RECYCLING RECEPTACLES

A. The following Trash and Recycling Receptacles will be provided by the Government, FOB Job Site:

JEFF – 180194 12 93 00-5

1. LS999-06013-PLN: Lakeside Litter with one side opening, hinged flapper door and modified mounting tabs. Body design: Plain. By Landscape Forms, 431 Lawndale Avenue, Kalamazoo, MI, Tel: 800.521.2546, www.landscapeforms.com.

a. Trash Receptacle Finishes:

1) Body, Lid and Top: Mercury Finish

b. Recycling Receptacle Finishes:

1) Body: Mercury Finish

2) Lid and Top: To be selected from Manufacturer’s Designer Color Series

B. Anchors: Contractor shall provide 2 concrete anchors per receptacle.

2.7 LUTHER ELY SMITH MEMORIAL MARKER

A. LES Memorial Marker, salvaged from existing site: Refer to Section 31 00 00 “Site Preparation, Salvage and Clearing”.

B. Stainless Steel Dowels

1. See Section 32 14 00 “Site Stonework”.

C. Grout: Provide Non-Shrink Grout conforming to ASTM C 1107.

2.8 FLAGPOLE

A. Provide a ground set, tapered aluminum flagpole with an internal halyard; single sheave truck;

gearless, self-locking direct drive winch; foundation sleeve and ground spike. Provide flush access door at location shown on the drawings. Extended foundation sleeve required to cover the full set depth of the pole. For size of pole, see drawings.

B. Acceptable products / manufacturers include:

1. Model # ECA40 IH Model # SEC32 IH, manufactured by the Eder Flag Manufacturing Company, 1000 W. Rawson Avenue, Oak Creek, WI, Tel: 800.558.6044, www.ederflag.com

2. Model # IRW40D81Model # IRW35C71-02, manufactured by American Flagpole, 26252 Hillman Highway, Abingdon, VA, Tel: 855.530.4078, www.americanflagpole.com

3. Admiral Flag Poles, Inc., 5795 Westbourne Ave., Columbus, OH, Tel:800.783.7653, www.admiralflagpoles.com

2.9 ANTI-GRAFFITI COATING

A. Provide a penetrating, breathable, clear-drying, water-based silicone emulsion for weatherproofing porous concrete materials that also protects concrete surfaces from graffiti without altering the appearance. Product shall be capable of being tagged by graffiti five or six times before requiring reapplication. Manufacturer shall be capable of providing a complete anti-graffiti system, including products for graffiti removal.

B. Pr

C. T

D. L

PART 3

3.1 E

A. T

3.2 IN

A. St tial and Propr

80194 ised 09/12/04 roduct: Blok-tel: 800.255.4

Technical Data

. Form:

. Specif

. Weigh

. Active

. Total S

. VOC

regula a.

b.

c.

d.

e.

. Flash P

. Freeze

. Shelf L

Limitations; C

. Not re

. Abrasi

. Graffit graffit cleane constru

EXECUTIO

EXAMINATIO

The Contracto is to be per conditions de accepts subst

NSTALLATI

take out the Officer prior rietary Inform

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Solids: 6%, ac

Content: <2 tions:

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Point: > 212 d e point: 32 de

Life: 1 year in ontractor sha commended f ion will dama ti resistance m i resistance a ed five time uction, clean

ON

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ION, GENER

location of to installation mation

Graffiti Contr 8.754.8813, w liquid.

1.00

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ccording to A

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Air Quality M ounty, Arizon zone Transpor degrees F (>1 egrees F (1 de n tightly seale all take care:

for polished s age coating.

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ASTM D 5095

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or review and

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ing. Reapply ved coating m f cleaning is tions.

onditions und writing of all Beginning wo d approval b

Contra

12 93 00-6

VEMENTS

outh Plainfield quivalent.

with the follo y coating to r may be tagge s required d der which this l deficiencie ork means ins by the Contra act #5 d, NJ, owing estore d and during work s and staller acting

JEFF – 180194 12 93 00-7

3.3 BIKE RACK, AND TRASH AND RECYCLING RECEPTACLES INSTALLATION

A. Set concrete pavement in accordance with Section 32 13 13 “Concrete Pavements”.

B. Install in accordance with manufacturer’s instructions for the specified installation method.

C. Set to the lines and grades shown in the Drawings.

3.4 DRINKING FOUNTAIN INSTALLATION

A. Set concrete in accordance with Section 03 30 00 “Cast in Place Concrete”.

B. Install in strict accordance with approved Shop Drawings and manufacturer’s instructions.

C. Set level and plumb.

3.5 LES MEMORIAL MARKER.

A. Compact base and subbase in conformance with Section 31 20 00 “Earthwork.”

B. Set concrete in accordance with Section 03 30 00 ‘Cast in Place Concrete.” Provide smooth troweled finish for top of concrete, with tooled edges.

1. Deliver and install dowels coordinated with existing openings in the LES Memorial Marker. Provide setting diagrams, templates, instructions and directions as required for installation. Cooperate and coordinate with work of other trades as necessary to insure proper location of anchorage items.

C. Set grout according to the manufacturer’s instruction.

3.6 FLAGPOLE INSTALLATION

A. Install per approved shop drawings and per manufacturer’s instructions.

3.7 ANTI-GRAFFITI

A. Apply in strict compliance with manufacturer’s instructions for each material type specified.

B. Anti-Graffiti Coating areas of application: Apply to exposed faces of the following:

1. Vehicular Barrier Walls.

2. Bench Type 1A and 1B, apply to concrete only.

3.8 CLEAN-UP

A. The Contractor shall remove all debris, construction equipment and scrap material from all areas within the limit of work prior to the final inspection and acceptance.

JEFF – 180194 12 93 00-8

B. Contractor shall clean all stains from the surface of all site improvements surfaces. Site improvements that cannot be cleaned shall be replaced. The Contracting Officer shall be sole judge of whether staining is apparent and necessitates remediation.

END OF SECTION 12 93 00