a. pre-proposal meeting questions and answers are … · b. astm c94/c94m - standard specification...

ATHLETIC FIELD IMPROVEMENTS – A.C. FLORA HIGH SCHOOL AMENDMENT NUMBER ONE

Richland County School District One COMPETITIVE SEALED BID

FOR CONSTRUCTION SERVICE

AMENDMENT NO. 1

Solicitation #

Date Issued

Procurement Officer

Phone

E-mail Address

2017-0144

January 20, 2017

Harrison Joseph

803.231.7052

[email protected]

To: All bidders of record The following information shall be incorporated as part of the above mentioned solicitation; all other terms and conditions shall remain the same This amendment modifies the Contract Documents only in the manner and to the extent stated herein and shown on any accompanying drawings and will become a part of the Contract Documents. Except as specified or otherwise indicated by this amendment, all work shall be in accordance with the basic requirements of the Contract Documents. Bidder must acknowledge receipt of this amendment prior to date and time specified in the solicitation, or as amended. The bidder shall acknowledge receipt of addendum in the space provided on the bid form. Failure to do so may constitute an informality in the bid. The following information is included and attached to this Amendment

A. Pre-proposal meeting Questions and Answers B. Changes To Bidding Requirements C. General Clarifications D. Changes to Division One Specifications E. Changes To Technical Specifications And Drawings F. Approved Equals

A. Pre-proposal meeting Questions and Answers are detailed below:

Q1. Sheet AS1.0 shows a fire hydrant at the cul-de-sac but it is not shown anywhere on the civil. Should there be a hydrant on the civil drawings?

A1. No fire hydrant – this has been deleted.

Q2. C4.0 shows a segmented block retainage wall. Can you please clarify or provide

a detail?

A2. The design and construction of the wall will be the responsibility of the contractor. Submittal drawings must be signed and sealed by an engineer duly registered in the state of South Carolina. Bidders shall include the design costs in their proposal. See attached Sketch C-1 and Sketch C-2 for additional information pertaining to the wall. Wall to have 4” solid cap.

Q3. Is the bleacher provider building the block wall in front or should the contractor

quote this?

A3. See Sheets A1.02 and A1.03 for details for wall. Wall to be by General Contractor.


Q4. Which type of insulation should be used on the roof? It appears to be calling out

2 types: Extruded Polystyrene Board Insulation or Polyisocyanurate Board Insulation with Facers Both Sides

A4. Roof insulation board to be Polyhisocyanurate.

Q5. Since there has not been a site visit scheduled for this project, we would like to

ask for the last day for questions be postponed for one (1) day after the scheduled site visit.

A5. At the pre-bid meeting it was noted to contact the district or cm to arrange

site visits. Q6. We would like to ask for the bid to be postponed one week after the proposed

last day for questions after a scheduled site visit?

A6. Bid date will remain as indicated.

Q7. Is there any existing chain link fencing around the existing football field? We would like to know the extent of all fencing on this project.

A7. Refer to project drawings for new fencing required and this amendment for additional clarifications. See sheet as1.00.

Q8. When will a site visit be scheduled for this project?

A8. As indicated at the pre-bid conference, by request upon contacting the owner or cm.

Q9. Since the site visit was delayed will the RFI date be extended? A9. The site visit was not delayed. Q10. Could you please clarify the scope of work intended for bleachers, sports

lighting, and scoreboard provided by the owner? Who will be pouring the footers at the bleachers, who will be connecting the power for sports lighting and the scoreboard etc.

A10. Refer to clarifications within this amendment. See Sheet AS1.00. Q11. Is the press box shown on A1.02 in the contractor’s scope of work?


A11. The press box is included in the bleacher vendor scope of work. Contractor to coordinate timing and installation as well as all indicated electrical requirements. Refer also to this amendment for additional clarifications. See Sheet A1.02.

Q12. If press box is in the contractor’s scope of work, can you provide detail and

finish schedule? A12. See item Q11 above. Q13. Will any work be required at existing baseball field? A13. None is indicated with exception of installation of new pavilion at entrance. Q14. There are two (2) lists of insurance requirements in the specs that differ from

each other. Page 22 of the specs under 7.2.5 and page forty- three (43) under 11.1.2.1 differ from each other. Which section is prevailing?

A14. 7.2.5 is the correct requirment Q15. Sheet C3.0 shows sod on the soccer field. There does not appear to be any

irrigation shown on the plans so will the owner be responsible for maintaining the sod?

A15. Irrigation will be provided under a separate contract to be bid at a later

date. Contractor will be required to coordinate with installation as field is final graded and prepped for sod. See Sheet AS1.00 for location of sleeves under walks to be provided and installed by General Contractor.

Q16. What type of warranty will be required for the sod if there is no irrigation in

place? A16. The SOD will be irrigated. Q17. Are the access ramps at the bleachers provided with the bleachers?

A17. See Sheets A1.02 and A1.03 for clarification. Ramps provided by Bleacher Installer.

Q18. Are the handrails at the bleachers provided with the bleachers?


A18. See Sheets A1.02 and A1.03 for clarification. Ramps provided by Bleacher Installer.

Q19. Can you provide a detail and specs for the chain link fence and gates

surrounding the existing football field? A19. See Section 32 3113 included in this addendum. Q20. Can you provide a detail for the ornamental fence and gate? A20. See Section 32 3119 included in this addendum. Q21. What are the liquidated damages on this project?

A21. SEE BID FORM.

B. CHANGES TO BIDDING REQUIREMENTS:

Item No. Description

1. None at this time.

C. GENERAL CLARIFICATIONS: Item No. Description

1. Tap and Meter Fees: The Owner will pay for any applicable sewer or

water tap fees and sewer impact fees. The CONTRACTOR will pay for any water meter fees.

2. Liquidated Damages: Refer to Bid Form for indication of applicable

Liquidated Damages.

D. CHANGES TO DIVISION ONE SPECIFICATIONS:

1. None at this time.


E. CHANGES TO TECHNICAL SPECIFICATIONS AND DRAWINGS: SPECIFICATIONS Item No. Description

1. Add Section 32 3113 – Chain Link Fences and Gates

2. Replace Section 32 3119 – Decorative Metal Fences and Gates

DRAWINGS:

Item No. Description

1. Add Sheet A0.01 Code Analysis Data dated 1/20/2017 to set.

2. Replace Sheet AS1.00 with revised Sheet AS1.00 w/revision date 1/20/2017.

3. Replace Sheet A1.02 with revised Sheet A1.02 w/revision date 1/20/2017.

4. Replace Sheet A1.03 with revised Sheet A1.03 w/revision date 1/20/2017.

F. APPROVED EQUALS:

The following Manufactures have met requirements for prior approval for substitution of specified materials/products. Approved products must meet all specifications set forth in the Project Manual unless noted otherwise here in this addendum.

Product Manufacturer/ Installer

Section 10 2113.19 Plastic Toilet Compartments Columbia Partitions

Section 10 2113.19 Plastic Toilet Compartments Scranton Products

ACKNOWLEDGE RECEIPT Offeror must acknowledge receipt of this amendment prior to date and time specified in the solicitation, or as amended, by one or the following methods: (a) by signing and returning one copy of this amendment with your bid; (b) by acknowledging receipt of this amendment on each copy of the offer submitted; or (c) by separate letter or telegram which includes a reference to the solicitation and amendment number(s). Failure of your acknowledgement to be received at the issuing office prior to date and time specified may result in rejection of your offer. If, by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or telegram, provided such letter or telegram makes reference to the solicitation and this amendment and is received prior to date and time specified.

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.

************ END OF AMENDMENT NO. 1 ************

AC Flora Athletic Field Improvements June 6, 2016 Phase 1

32 3113 - 1 CHAIN LINK FENCES AND GATES

SECTION 32 3113

CHAIN LINK FENCES AND GATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fence framework, fabric, and accessories.

B. Excavation for post bases; concrete foundation for posts.

C. Manual gates and related hardware.

1.02 REFERENCE STANDARDS

A. ASTM A392 - Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric; 2011a.

B. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015.

C. ASTM F567 - Standard Practice for Installation of Chain-Link Fence; 2014a.

D. ASTM F668 - Standard Specification for Polyvinyl Chloride (PVC) and Other Organic Polymer-Coated Steel Chain-Link Fence Fabric; 2011.

E. ASTM F1083 - Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures; 2013.

F. CLFMI CLF 2445 - Product Manual; 1997.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on fabric, posts, accessories, fittings and hardware.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Chain Link Fences and Gates: 1. Master-Halco, Inc.: www.masterhalco.com. 2. Merchants Metals: www.merchantsmetals.com. 3. Substitutions: See Section 01 6000 - Product Requirements.

2.02 MATERIALS AND COMPONENTS

A. Materials and Components: Conform to CLFMI CLF 2445.

B. Fabric Size: CLFMI CLF 2445 Standard Industrial, Heavy Residential service.

C. Intermediate Posts: Type I round.

D. Terminal, Corner, Rail, Brace, and Gate Posts: Type I round.

E. Gates: See AS1.00 for locations and sizes..

2.03 MATERIALS

A. Posts, Rails, and Frames: ASTM F1083 Schedule 40 hot-dipped galvanized steel pipe, welded construction, minimum yield strength of 30 ksi.

B. Wire Fabric: ASTM A392 zinc coated steel chain link fabric.

C. Concrete: Type specified in Section 03 3000.

2.04 COMPONENTS

A. Line Posts: 1.9 inch diameter.

B. Corner and Terminal Posts: 2.38 inch.

C. Gate Posts: 3.5 inch diameter.

D. Top and Brace Rail: 1.66 inch diameter, plain end, sleeve coupled.

E. Gate Frame: 1.66 inch diameter for welded fabrication.

AC Flora Athletic Field Improvements June 6, 2016 Phase 1

32 3113 - 2 CHAIN LINK FENCES AND GATES

F. Fabric: 2 inch diamond mesh interwoven wire, 6 gage, 0.1620 inch thick, top selvage knuckle end closed, bottom selvage knuckle end closed.

G. Tension Wire: 6 gage, 0.1620 inch thick steel, single strand.

H. Tie Wire: Aluminum alloy steel wire.

2.05 ACCESSORIES

A. Caps: Cast steel galvanized; sized to post diameter, set screw retainer.

B. Fittings: Sleeves, bands, clips, rail ends, tension bars, fasteners and fittings; steel.

C. Hardware for Single Swinging Gates: 180 degree hinges, 2 for gates up to 60 inches high, 3 for taller gates; fork latch with gravity drop and padlock hasp; keeper to hold gate in fully open position.

D. Hardware for Double Swinging Gates: 180 degree hinges, 2 for gates up to 60 inches high, 3 for taller gates; drop bolt on inactive leaf engaging socket stop set in concrete, active leaf latched to inactive leaf preventing raising of drop bolt, padlock hasp; keepers to hold gate in fully open position.

2.06 FINISHES

A. Components and Fabric: Vinyl coated over coating of 1.8 oz/sq ft galvanizing.

B. Color(s): Black.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install framework, fabric, accessories and gates in accordance with ASTM F567.

B. Place fabric on inside towards the field of posts and rails.

C. Line Post Footing Depth Below Finish Grade: ASTM F567.

D. Corner, Gate and Terminal Post Footing Depth Below Finish Grade: ASTM F567.

E. Provide top rail through line post tops and splice with 6 inch long rail sleeves.

F. Do not stretch fabric until concrete foundation has cured 14 days.

G. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is less.

H. Position bottom of fabric 2 inches above finished grade.

I. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers.

J. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips.

K. Install bottom tension wire stretched taut between terminal posts.

L. Install gate with fabric to match fence. Install hardware.

M. Provide concrete center drop to footing depth and drop rod retainers at center of double gate openings.

3.02 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch.

B. Maximum Offset From True Position: 1 inch.

END OF SECTION

A C Flora High School Athletic Field Improvements

JHS Project No. 1119

DECORATIVE METAL FENCES AND GATES

32 3119 - 1 of 3

SECTION 32 3119


PART 1 GENERAL

1.01 SECTION INCLUDES

A. Decorative aluminum fences.

1.02 RELATED REQUIREMENTS

A. Section 03 3000 - Cast-in-Place Concrete.

1.03 REFERENCE STANDARDS

A. ASTM A276/A276M - Standard Specification for Stainless Steel Bars and Shapes; 2016.

B. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2014.

C. ASTM F2408 - Standard Specification for Ornamental Fences Employing Galvanized Steel Tubular Pickets; 2016.

1.04 SUBMITTALS

A. See Section 01 3300 - Submittal Procedures.

B. Product Data: Submit manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods.

C. Shop Drawings: 1. Indicate plan layout, spacing of components, post foundation dimensions, hardware

anchorage, gates, and schedule of components.

D. Manufacturer's Warranty.

1.05 DELIVERY, STORAGE AND HANDLING

A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft.

1.06 WARRANTY

A. Finish: 10 years.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Decorative Metal Fences: 1. Ameristar Perimeter Security, USA: www.ameristarfence.com. 2. Substitutions: See Section 00 1200 - Submittal for substitutions.

2.02 FENCES

A. Fences: Complete factory-fabricated system of posts and panels, accessories, fittings, and fasteners; finished with electrodeposition coating, and having the following performance characteristics: 1. Capable of resisting vertical load, horizontal load and infill performance requirements for

fence categories defined in ASTM F2408.

B. Electro-Deposition Coating: Multi-stage pretreatment/wash with zinc phosphate, followed by epoxy primer and acrylic topcoat. 1. Total Coating Thickness: 2 mils, minimum. 2. Color: As selected by Architect from manufacturer's standard range.

C. Aluminum: ASTM B221. 1. Tubular Pickets, Rails and Posts: 6005-T5 alloy. 2. Extrusions for Posts and Rails (Outer Channel): 6005-T5 alloy.




32 3119 - 2 of 3

3. Extrusions for Pickets and Rail (Inner Slide Channels): 6063-T5 alloy.

D. Fasteners: ASTM A276/A276M, Type 302 stainless steel; finished to match fence components.

2.03 ALUMINUM FENCE

A. Decorative Aluminum Fence System: Provide fence meeting requirements of ASTM F2408 for Industrial class. 1. Fence Panels: 4 feet high by 6 feet long.

a. Panel Strength: Capable of supporting 270 pounds minimum load applied at midspan without deflection.

b. Attach panels to posts with manufacturer's standard panel brackets and recommended fasteners.

2. Posts: Aluminum extrusions; 2-1/2 inches square. 3. Rails: Extruded aluminum channels.

a. Double-walled aluminum U channel; outside cross-section dimensions of 1-3/4 inch square; interior guide channel forms lower limit of raceway for retaining rod.

b. Enclosed Retaining Rod: 0.125 inch diameter galvanized steel with variable pitch connection system for high angle racking and elimination of external fasteners.

c. Picket-to-Rail Intersection Seals: PVC grommets. d. Picket Spacing, Standard: 4.715 inch on center.

4. Pickets: Extruded aluminum tubes. a. Size: 1 inch square.

5. Fasteners: Manufacturer's standard stainless steel bolts, screws, and washers; factory finish fasteners to match fence.

6. Accessories: Aluminum castings, extrusions and cold-formed strips; factory finished to match fence. a. Flat post cap.

7. Color: Manufacturer's standard, factory applied Black. 8. Products:

a. Ameristar Perimeter Security, USA; Echelon II: www.ameristarfence.com. b. Style: Majestic. c. Substitutions: See Section 01 6000 - Product Requirements.

B. Decorative Aluminum Post-and-Rail Fence and Swinging Gates: 1. Posts: Aluminum extrusions; 4 inch square. 2. Color: Manufacturer's standard, factory applied Black. 3. Products:

a. Ameristar Perimeter Security, USA: Echelon II: www.amerstarfence.com. b. Style: Majestic. c. Substitutions: See Section 01 6000 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify JHS of unsatisfactory preparation before proceeding.

3.02 PREPARATION

A. Clean surfaces thoroughly prior to installation.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Set fence posts in accordance with the manufacturer recommended spacing.

C. Space gate posts according to the manufacturers' drawings, dependent on standard out-to-out gate leaf dimensions and gate hardware selected.




32 3119 - 3 of 3

1. Base type and quantity of gate hinges o the application; weight, height, and number of gate cycles.

2. Provide gate hardware by the manufacturer of the gate and install in compliance with manufacturer's recommendations.

3.04 ERECTION TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch.

B. Maximum Offset From Indicated Position: 1 inch.

C. Minimum Distance from Property Line: 6 inches.

3.05 CLEANING

A. Clean jobsite of excess materials; scatter excess material from post hole excavations uniformly away from posts. Remove excess material if required.

B. Clean fence with mild household detergent and clean water rinse well.

C. Remove mortar from exposed posts and other fencing material using a 10 percent solution of muriatic acid followed immediately by several rinses with clean water.

D. Touch up scratched surfaces using materials recommended by manufacturer. Match touchup paint color to fence finish.

3.06 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair, or replace damaged products before Date of Substantial Completion.

END OF SECTION

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This drawing and the design shown is the

property of JHS Architecture : Integrated

Design, the reproduction, copying or other

use of this drawing without their written

consent is prohibited and any infringement

will be subject to legal action © 2016.

No. Date

No. Date

No. Date

No. Date

No. Date

No. Date

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No. Date

1812 LINCOLN STREETTHIRD FLOORCOLUMBIA, SC 29201-2310PHONE:FAX:

1.803.252.24001.803.252.1630

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CODE ANALYSIS SHEETINTERNATIONAL BUILDING CODE 2012 EDITION ONE 1/20/2017

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600 Net 18" Bench Seats6 Net 33" Wheelchair Spaces6 Net 18" Wheelchair Companion Seats

612 Total Net Seating Capacity

HOME SIDE BLEACHER PLAN

SCALE:

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A1.02

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SCALE:

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A1.02

6' HIGH CHAIN LINK FENCE UNDER

BLEACHERS AT PERIMETER. PROVIDE 2

SETS OF 6' GATES FOR ACCESS. FENCING

TO EXTEND DOWN SLOPE TO CLOSE OFF

COMPLETELY BLEACHERS FROM ACCESS

3'-6"

2'-6"

6'-6"

15 R

IS

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8" =

10'-0"

6' HIGH CHAIN LINK FENCE UNDER


SETS OF 6' GATES FOR ACCESS.

FENCING TO EXTEND DOWN SLOPE TO

CLOSE OFF COMPLETELY BLEACHERS

FROM ACCESS

19'-0"

11'-0"

3'-6"

2'-6"

6'-6"

MAX. 6' HIGH CHAIN LINK FENCE UNDER


SETS OF 6' GATES FOR ACCESS. FENCING

TO EXTEND DOWN SLOPE TO CLOSE OFF

COMPLETELY BLEACHERS FROM ACCESS

PROVIDED BY GENERAL CONTRACTOR

8" CONCRETE BLOCK AND BRICK VENEER

WALL UNDER FRONT WALKWAY. STOP AT

UNDERSIDE OF WALKWAY PLANKS. DOWEL

INTO TOE FOOTING AT 24" O.C. WITH #4

BARS AND FILL BLOCK CELLS W/GROUT.

HORZ REINF AT 8" AND 24" VERTICALLY

ABOVE SLAB

W/LADDER REINFORCING







ABOVE SLAB W/LADDER REINFORCING


1'-0"

8"

4" 3000 PSI CONCRETE SLAB ON GRADE

WITH 6" X 6" W.W.F. W1.4 X W1.4

REINFORCING. CONT. #5 BAR IN TOE

FOOTING 2" FROM BOTTOM AND FACE OF

THICKENED SLAB UNDER FRONT WALL

4" 3000 PSI CONCRETE SLAB ON GRADE

WITH 6" X 6" W.W.F. W1.4 X W1.4

REINFORCING. CONT. #5 BAR IN TOE

FOOTING 2" FROM BOTTOM AND FACE OF

THICKENED SLAB UNDER FRONT WALL


GENERAL CONTRACTOR NOTE:

1. ANGLE FRAME BLEACHER AND PRESS BOX SHOWN ON THIS SHEET WILL

BE SUPPLIED AND FURNISHED UNDER A SEPARATE CONTRACT WITH THE

OWNER BY A BLEACHER CONTRACTOR.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR CMU/BRICK WALL, FENCING

AND CONCRETE SLAB ON GRADE AS SHOWN ON THIS PLAN AND ON SHEET

AS1.00.

3. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL CONTRACTOR

RESPONSIBILITY FOR SERVICES TO PRESS BOX AND FIELD LIGHTING.

2'-6"

3'-6"

ALL SEATING, RAILS, FOOTBOARDS,

RISERS, RAMP AND ANGLE FRAME

STRUCTURE BY BLEACHER

MANUFACTURER/INSTALLER

PRESS BOX AND ALL FINISHES AND STRUCTURE

BY BLEACHER MANUFACTURER/INSTALLER.

GENERAL CONTRACTOR TO COORDINATE AND

HOOK UP ELECTRICAL AND INSTALL FIRE ALARM

AND COMMUNICATIONS IN PRESS BOX. SEE

ELECTRICAL DRAWINGS.

ALL SEATING, RAILS, FOOTBOARDS,

RISERS, RAMP AND ANGLE FRAME



PRESS BOX AND ALL FINISHES AND STRUCTURE

BY BLEACHER MANUFACTURER/INSTALLER.

GENERAL CONTRACTOR TO COORDINATE AND

HOOK UP ELECTRICAL AND INSTALL FIRE ALARM

AND COMMUNICATIONS IN PRESS BOX. SEE

ELECTRICAL DRAWINGS.

HOME SIDE BLEACHER FRONT WALL SECTION

SCALE: 1/4" = 1' - 0"

A1.02

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ABOVE SLAB W/LADDER REINFORCING


MAINTAIN MINIMUM 1" CLEARANCE TO

UNDERSIDE OF WALKWAY

LINE OF INSIDE OF WALL UNDER WALKWAY LINE OF INSIDE OF WALL UNDER WALKWAY

DASHED LINE INDICATES LOCATION FOR

CHAIN LINK FENCING SHOWN IN SECTIONS

BELOW. SEE SPECS FOR MATERIALS

4' CHAIN LINK FENCEBRICK VENEER WALL4' CHAIN LINK FENCE BRICK VENEER WALL

BY GENERAL CONTRACTOR BY GENERAL CONTRACTOR BY GENERAL CONTRACTOR BY GENERAL CONTRACTOR

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VISITOR SIDE BLEACHER PLAN

SCALE:

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VISITOR SIDE BLEACHER SECTION

SCALE:

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9'-0"

17'-6"

PAVILION PLAN

SCALE:

1

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A1.03

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PAVILION SECTION

SCALE:

3

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A1.03

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PAVILION ELEVATION

SCALE:

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A1.03

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PAVILION ELEVATION

SCALE:

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10'-0"

1'-10"

8'-2"

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8"

10"

6'-9" 18'-0" 18'-0"

67'-6"

18'-0" 6'-9"

5'-0"

15'-0"

3'-7"

GENERAL CONTRACTOR NOTE:

1. VISITOR BLEACHER AND FOUNDATIONS SHOWN ON THIS SHEET WILL BE

SUPPLIED AND FURNISHED UNDER A SEPARATE CONTRACT WITH THE OWNER

BY A BLEACHER CONTRACTOR.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ONLY CONCRETE SLAB ON

GRADE AS SHOWN ON THIS PLAN AND ON SHEET AS1.00.

3. GENERAL CONTRACTOR RESPONSIBLE FOR SEGMENTAL RETAINING WALL,

HANDRAILS AT SIDES OF BLEACHERS AT TOP, BLOCK/BRICK WALL UNDER

FRONT OF BLEACHER WALKWAY.

ALL SEATING, RAILS,

FOOTBOARDS, RISERS, AND



VISITOR SIDE BLEACHER FRONT WALL SECTION

SCALE:

1

4

" = 1' - 0"

A1.03

7

CONCRETE PIER

FOUNDATIONS BY BLEACHER


CONCRETE PIER

FOUNDATIONS BY BLEACHER


GENERAL CONTRACTOR TO PROVIDE 42"

HIGH, 1

1

2

" PIPE GUARD RAIL WITH

HORIZONTAL RAILS AT THIRD POINTS. DRILL

CONCRETE SLAB FOR POST AND FILL WITH

HYDRAULIC CEMENT

7'-9"

12'-6"

7'-9"

12'-6"

GENERAL CONTRACTOR TO PROVIDE 42"

HIGH, 1

1

2

" PIPE GUARD RAIL WITH

HORIZONTAL RAILS AT THIRD POINTS. DRILL

CONCRETE SLAB FOR POST AND FILL WITH

HYDRAULIC CEMENT

FIELD VERIFY

FIELD VERIFY FIELD VERIFY

F. V

.

F. V

.

MAINTAIN MINIMUM 1" CLEARANCE TO

UNDERSIDE OF WALKWAY

LINE OF INSIDE OF WALL UNDER WALKWAY

LINE OF CONCRETE & FENCE

BY GENERAL CONTRACTOR

LINE OF CONCRETE & FENCE

BY GENERAL CONTRACTOR