20251209_CMSD_Bump_Taylor_Bid_Set.pdf

2 MB Posted

Attached to
Bump Taylor Track Resurface
Solicitation number
ITB-21434
Issued by
Cuyahoga County, Ohio

About this file

Written by GovTribe AI ·

This is a bid set document for the Cleveland Metropolitan School District (CMSD) detailing the Bump Taylor Track Resurface project located at Robert "Bump" Taylor Field (1349 East 79th Street, Cleveland, Ohio 44103) in Cuyahoga County. The project scope includes full-depth removal of the existing running track and associated field event surfaces, installation of a new 8-lane 400-meter synthetic track surface system, construction of a new discus area behind the home bleachers, and minor electrical and technology upgrades including PA system enhancements, data drops for wireless access points, and huddle camera installations. The bid set comprises architectural and civil engineering documents including a demolition plan (CD-101), striping plan (C-100A), and cover sheet (G-001), prepared by Osborn Engineering Company. The pre-bid site walk is scheduled for January 15, 2026 at 10:00 AM, with all questions due by January 19, 2026 at 2:00 PM, responses provided by January 22, 2026 at 2:00 PM, and sealed bids due electronically by January 30, 2026 at 5:00 PM. Construction is scheduled to commence May 1, 2026 with completion targeted for September 9, 2026.

Bidders must submit a bid guaranty equal to 10 percent of the total bid amount and demonstrate a minimum of five years of experience with similar track systems. Award will be made to the lowest responsive and responsible bidder. Contractors must provide FBI and BCI background checks for all on-site personnel by April 1, 2026, and submit a Certificate of Liability Insurance showing Commercial General Liability coverage of $2,000,000 per occurrence and Automobile Liability coverage of $2,000,000 per occurrence. The project must comply with Davis-Bacon Act requirements and include certified payroll documentation. CMSD has established diversity business participation goals of 15 percent for services, 20 percent for goods and supplies, and 30 percent for maintenance, construction, and repair. The track surface carries a five-year manufacturer warranty on materials and labor with paint striping warranted for three years. All bids must be submitted through the School District's e-Procurement Portal and remain firm for 90 days following receipt. The project requires contractor contact with 811 prior to any construction activities to identify underground utilities.

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Other files

File Type Posted
Bump_Taylor_Track_Resurface_(Addendum_#10_Revision).pdf PDF
Bump_Taylor_Track_Resurface_(Addendum_#10_Revision).pdf PDF
Bump_Taylor_Track_Resurface_(Addendum_#3_Revision).pdf PDF
Bid_Form_Bump_Taylor_Track_(1).xlsx XLSX spreadsheet
Bid_Form_Bump_Taylor_Track_(1).xlsx XLSX spreadsheet
Bid_Form_Bump_Taylor_Track_(1).xlsx XLSX spreadsheet
20251209_CMSD_Bump_Taylor_Specs.pdf PDF
20251209_CMSD_Bump_Taylor_Specs.pdf PDF
20251209_CMSD_Bump_Taylor_Bid_Set.pdf PDF
Bump_Taylor_Running_Track_Replacement_-_Geotechnical_Investigation_Report.pdf PDF
Bump_Taylor_Running_Track_Replacement_-_Geotechnical_Investigation_Report.pdf PDF
20251209_CMSD_Bump_Taylor_Bid_Set.pdf PDF
Bump_Taylor_Running_Track_Replacement_-_Geotechnical_Investigation_Report.pdf PDF
20251209_CMSD_Bump_Taylor_Specs.pdf PDF
Bid_Form_Bump_Taylor_Track.xlsx XLSX spreadsheet
Bid_Form_Bump_Taylor_Track.xlsx XLSX spreadsheet
Bid_Form_Bump_Taylor_Track.xlsx XLSX spreadsheet
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ST

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ST ST ST

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SS SS SS SS

S T

EX. TURF FIELD

TO REMAIN

EX. BLEACHERS

TO REMAIN

EX. ASPHALT

TO REMAIN

EX. CONC WALK

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX SCOREBOARD

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CONCRETE

WALL

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX. GRASS

TO REMAIN

EX. CONC WALK

TO REMAIN

EX TRENCH DRAIN

TO REMAIN

EX TRENCH DRAIN

TO REMAIN

FULL DEPTH TRACK AND

PAVEMENT

TO BE REMOVED

FULL DEPTH TRACK AND

PAVEMENT

TO BE REMOVED

EX. SHOT PUT

TO REMAIN

PIPE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

PIPE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

PIPE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

PIPE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

PIPE TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EX. CURBING

TO REMAIN

EX. STRUCTURE TO REMAIN

AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EX AWAY

BLEACHERS

TO REMAIN

LONG JUMP RUNWAY

SURFACE FULL DEPTH

TO BE REMOVED

EX. CURBING

TO REMAIN

EX PERIMETER

FENCING TO REMAIN

AND BE PROTECTED

DURING

CONSTRUCTION

EX RETAINING

WALL

TO REMAIN

EX FENCE

TO REMAIN

SAWCUT EXISTING

PAVEMENT ALONG EDGE

EX. FIELD

GOAL POST

TO REMAIN

EX. FIELD

GOAL POST

TO REMAIN

FULL DEPTH TRACK AND

PAVEMENT

TO BE REMOVED

EX. SAND PIT CURB

TO REMAIN

EX GRASS AND

BRUSH

TO BE REMOVED

LEGEND

FULL DEPTH TRACK

TO BE REMOVED

EX GRASS TO BE

REMOVED

PAVEMENT SAWCUT LINE

DEMOLITION NOTES

1. UNDERGROUND UTILITIES EXIST IN THE

CONSTRUCTION AREA. CONTRACTOR TO CONTACT 811

PRIOR TO ANY CONSTRUCTION ACTIVITIES TO

PHYSICALLY MARK OUT LINES.

2. CONTRACTOR TO PROTECT EXISTING SITE ELEMENTS

OUTSIDE OF TRACK REPLACEMENT AND REPLACE ANY

ITEMS DAMAGED IN KIND. CONTACT ENGINEER SHOULD

ANY ADDITIONAL ITEMS NEED REMOVED NOT MARKED

ON THE PLANS.

3. OWNER AND CONTRACTOR TO DOCUMENT EXISTING

CONDITIONS WITH PHOTOGRAPHS AND NOTES AS A

BASIS FOR RESTORATION.

SURVEY NOTES

1. SURVEY PROVIDED BY GARCIA SURVEYORS INC. DATED

08/05/2025.

2. ALL BENCHMARKS SHOWN ARE BASED ON THE OHIO

STATE PLANE COORDINATE SYSTEM, NORTH ZONE,

NAD 83 (2011), U.S. SURVEY FEET.

2.1 BENCHMARK 300 - SET "X" ON CATCH BASIN

NORTHING: 681668.40

EASTING: 2214674.92

ELEVATION: 616.23

2.2 BENCHMARK 301 - SET "X" ON CONCRETE WALL

NORTHING: 681856.97

EASTING: 2214602.42

ELEVATION: 620.45

2.3 BENCHMARK 302 - SET "X" ON NORTH CONCRETE

CORNER

NORTHING: 681612.96

EASTING: 2214301.54

ELEVATION: 617.03

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2 3 4 5 6 www.osborn-eng.com

TM

(216) 861-2020 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114

DRAWN BY

CHECKED BY

DRAWING NO.

OSBORN PROJ NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and / or may transfer copyright ownership / assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.

CLEVELAND

METROPOLITAN

SCHOOL

DISTRICT - TRACK

TAG DATE

ROBERT "BUMP"

TAYLOR FIELD

1349 EAST 79th STREET

CLEVELAND, OH 44103

ISSUED

CLIENT PROJ NO.

J20250753.000

AJB

ACP

www.osborn-eng.com

OSBORN

ENGINEERING

TM

(216) 861-2020 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114

1 12/09/25BID DOCUMENTS

CD-101

DEMO PLAN

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WOODS AREA

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BENCHMARK #300 SET "X" ON CATCH BASIN RIM ELEVATION = 616.23

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BENCHMARK #300

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GRASS

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SSMH

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RIM 616.61

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??" N INV. 606.61

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CB

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RIM 615.52

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10" SE INV. 612.32

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??" S INV. 606.61

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PIPES OFFSET UNABLE

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TO GET SIZES

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4" SW INV. 613.22

AutoCAD SHX Text 10"

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AutoCAD SHX Text 4"

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CB

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RIM 615.58

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4" E INV. 613.78

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10" W INV. 612.38

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CB

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RIM 616.25

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FULL OF DEBRIS

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NO PIPES VISIBLE

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BOTTOM 614.75%%P

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CB

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RIM 616.21

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4" SW INV. 613.58

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10" SW INV. 613.01

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CB

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RIM 616.78

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FULL OF DEBRIS

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NO PIPES VISIBLE

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BOTTOM 615.13%%P

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STMH

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RIM 617.40

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NO PIPES VISIBLE

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BOTTOM 615.10%%P

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CB

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RIM 615.49

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6" N INV. 613.34

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6" SE INV. 613.29

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10" NW INV. 612.35

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CB

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RIM 616.93

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FULL OF DEBRIS

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AutoCAD SHX Text N 681347.40

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AutoCAD SHX Text N 681485.89

AutoCAD SHX Text E 2214588.44

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SET CAPPED IRON REBAR

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ELEV. 616.62

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GRASS

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GRASS

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GRASS

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CONC.

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WOODS AREA

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BRUSH AREA

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BRUSH

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BRUSH

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BENCHMARK #300 SET "X" ON CONCRETE WALL ELEVATION = 620.45

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BENCHMARK #301

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GRASS

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STONE

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TRENCH DRAIN

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SOIL BORING

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ELEVATION 616.75

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SOIL BORING B-2

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ELEVATION 617.10

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SOIL BORING

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ELEVATION 616.95

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NORTH

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S T

EX. TURF FIELD

TO REMAIN

EX. BLEACHERS

TO REMAIN

EX. ASPHALT

TO REMAIN

EX. CONC WALK

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX. GRASS

TO REMAIN

EX SCOREBOARD

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX CONCRETE

WALL

TO REMAIN

EX CHAIN

LINK FENCE

TO REMAIN

EX. GRASS

TO REMAIN

EX. CONC WALK

TO REMAIN

EX TRENCH DRAIN

TO REMAIN

EX TRENCH DRAIN

TO REMAIN

EX. SHOT PUT

TO REMAIN

EX. CURBING

TO REMAIN

EX AWAY

BLEACHERS

TO REMAIN

EX. CURBING

TO REMAIN

EX RETAINING

WALL

TO REMAIN

EX FENCE

TO REMAIN

EX. FIELD

GOAL POST

TO REMAIN

EX. FIELD

GOAL POST

TO REMAIN

EX. SAND PIT CURB

TO REMAIN

LEGEND

PR ASPHALT PAVEMENT AND

TRACK SURFACE

PR SAND

STRIPING PLAN NOTES:

1. REFER TO PROJECT SPECIFICATIONS FOR

RUNNING TRACK SURFACING SYSTEM

REQUIREMENTS.

2. ALL TRACK LANE LINES ARE TO BE WHITE AND

2" IN WIDTH.

3. ALL LANE AND EVENT MARKINGS SHALL

ADHERE TO OHSA AND NFHS RULES AND

REGULATIONS

4. TRACK LAYOUT IS TO BE ESTABLISHED AND

CONSTRUCTED FROM FIELD-VERIFIED

MEASURE LINE RADIUS. ALL OTHER

DIMENSIONS GIVEN FOR REFERENCE ONLY. SEE

C-101 AND C-801 FOR DIMENSION INFORMATION.

5. SCOPE OF WORK IS TO REPLACE TRACK

SURFACING AREAS ONLY. CONTACT OWNER

AND ENGINEER WITH QUESTIONS RELATED TO

SCOPE OUTSIDE OF TRACK SURFACING LIMITS.

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2 3 4 5 6 www.osborn-eng.com

TM

(216) 861-2020 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114

DRAWN BY

CHECKED BY

DRAWING NO.

OSBORN PROJ NO.

Unless otherwise stated in Contract, The Osborn Engineering Company retains copyright ownership.

Instruments of Service may only be used for the purpose described in the Contract. The Osborn Engineering Company may grant specific usage rights under license, and / or may transfer copyright ownership / assignment in writing. Reproduction, re-use or re-distribution of Instruments of Service is prohibited.

CLEVELAND

METROPOLITAN

SCHOOL

DISTRICT - TRACK

TAG DATE

ROBERT "BUMP"

TAYLOR FIELD

1349 EAST 79th STREET

CLEVELAND, OH 44103

ISSUED

CLIENT PROJ NO.

J20250753.000

AJB

ACP

www.osborn-eng.com

OSBORN

ENGINEERING

TM

(216) 861-2020 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114

1 12/09/25BID DOCUMENTS

C-100A

STRIPING PLAN

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 16"

AutoCAD SHX Text 40"

AutoCAD SHX Text 18"

AutoCAD SHX Text

STONE

AutoCAD SHX Text 1 inch =

AutoCAD SHX Text

AutoCAD SHX Text feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NORTH

1 G-001_COVER SHEET
1 G-001_COVER SHEET
OEC 22x34
OEC 24x36
OEC 30x42
OEC 36x48
2 CD-101_DEMO PLAN
2 CD-101_DEMO PLAN
OEC 22x34
OEC 24x36
OEC 30x42
OEC 36x48
3 C-100A_STRIPING PLAN
3 C-100A_STRIPING PLAN
OEC 22x34
OEC 24x36
OEC 30x42
OEC 36x48

File details come from the government source that posted it. Updated .