Appendix G DM Backlog.pdf

Grand Rapids Community College 5 ‐ Year Capital Outlay Plan October 03, 2024

Building Deficiencies Priorities by Category: Construction Cost increases Anticipated 2024‐2029

Consequences of the Problem Need Frequency of Use (by GRCC) 2020 2.20% Construction 4.2% annually

1. Hazards 1. Critical 1. Constant 2021 6.40% Escalation

2. Interruption 2. Urgent 2. Frequent 2022 19.90%

3. Deterioration 3. Necessary 3. Occasional 2023 6.30%

4. Utility 4. Desirable 4. Infrequent 2024 3%

5. Energy 5. ADA 5. Meager

Note: Lower score equals higher priority Indicates item from 2019 report that remains open Total compounded 42% Note: Project Cost includes 51% mark‐ups and fees Indicates item added 2024

Building Address No. Item/Description Location Priority (by

GRCC)

Cons. Need Score Energy Freq. (by

GRCC)

Notes Action Qty. Unit Initial Cost Estimate

2024 Project Cost

2025 Project Cost

2026 Project Cost

2027 Project Cost

2028 Project Cost

College Park Plaza & Parking Ramp 180 North Division NE CP‐1 Stair Handrail West Stair between 1st Floor and Mezzanine

1 1 5 6 No 3 Handrail not provided at wall (code requires handrails on both sides).

Provide wall mounted handrail. 25 LF $ 2,831 $ 4,020 $ 4,189 $ 4,365 $ 4,549 $ 4,740

College Park Plaza & Parking Ramp 180 North Division NE CP‐26 East Perimeter Building Columns Plaza Level 1 1 1 2 1 Steel column concrete base encasements at plaza level along east building gridline 4 at C, D, F and H are exhibiting cracking extending from below curb level upward.

Scan column bases to verify steel column corrosion. Epoxy grout column concrete base encasement cracks. Reparge entire concrete base.

1 LS $ 5,587 $ 7,934 $ 8,267 $ 8,614 $ 8,976 $ 9,353

College Park Plaza & Parking Ramp 180 North Division NE CP‐27 Door Closers Third Floor Elevator Lobby 2 1 3 4 2 Doors which have rated tags do not have closers as required per code.

Install new door closers. 2 LS $ 3,775 $ 5,361 $ 5,586 $ 5,820 $ 6,065 $ 6,319

College Park Plaza & Parking Ramp 180 North Division NE CP‐38 Storm Piping Replacement Throughout Building 3 3 4 7 No 2 Storm piping is CISP and is in poor condition in many areas. Obtain services of plumbing contractor to audit existing storm piping network and provide assessment report to GRCC with estimate of repair/replacement cost.

1 LS $ 6,040 $ 8,577 $ 8,937 $ 9,312 $ 9,704 $ 10,111

College Park Plaza & Parking Ramp 180 North Division NE CP‐39 Exterior Pavement West of Building 3 3 3 6 2 Pavement cracked and in poor condition. Mill and repave driveway. 1,000 SF $ 12,760 $ 18,118 $ 18,879 $ 19,672 $ 20,499 $ 21,360

College Park Plaza & Parking Ramp 180 North Division NE CP‐47 Bridges & Stair Enclosure East Façade 3 3 3 6 1 Cracking and missing concrete base. Metal curtain wall and corner closure sealant failure at base deterioration.

Provide bonded concrete curb repair. Replace base sealant. 1 LS $ 3,775 $ 5,361 $ 5,586 $ 5,820 $ 6,065 $ 6,319

College Park Plaza & Parking Ramp 180 North Division NE CP‐48 Bridges and Stair Enclosure East Façade 3 1 1 2 1 Sealant at east metal panel returns and corners have areas of failure. Further review of east bridge roof and metal wall panel intersection to adjacent building precast wall panel is recommended.

Review west bridge roof flashing. Provide metal closure angle to match metal panel. Provide expansion joint with backup seal. Repair east panel sealant. Review east bridge roof flashing.

1 LS $ 7,550 $ 10,721 $ 11,171 $ 11,640 $ 12,129 $ 12,639

College Park Plaza & Parking Ramp 180 North Division NE CP‐51 Cabinet Unit Heater Replacement Stair Towers and Toilet Rooms

4 4 Yes Cabinet unit heaters are nearing the end of their useful service life.

Replace cabinet unit heaters. 16 EA $ 96,640 $ 96,640 $ 100,699 $ 104,928 $ 109,335 $ 113,927

College Park Plaza & Parking Ramp 180 North Division NE CP‐54 Stained concrete from run‐off southwest site stair from lower level to plaza level parking deck

3 4 No Storm run‐off from upper landing is staining finish face of landing.

Provide storm water catchment system and clean finish face. 1 ls $ 22,650 $ 22,650 $ 23,601 $ 24,593 $ 25,625 $ 26,702

College Park Plaza & Parking Ramp 180 North Division NE CP‐55 Rusting steel lintel‐beams Lower level of parking garage

3 2 No Steel beams are corroding and adjacent soffit materials are stained.

Clean and prepare steel and soffit finishes and refinish materials.

1 ls $ 22,650 $ 22,650 $ 23,601 $ 24,593 $ 25,625 $ 26,702

College Park Plaza & Parking Ramp 180 North Division NE CP‐57 Corroding metal panel finish Connecting walkway between Cook Hall and CPP

3 4 No Metal panel finish corroding. Replace metal panels. 1 ls $ 18,875 $ 18,875 $ 19,668 $ 20,494 $ 21,355 $ 22,251

College Park Plaza & Parking Ramp 180 North Division NE CP‐58 Roof system replacement Full roof area excluding metal roof & membrane connector roof

3 2 No Including items noted in previous assessment, walkway pavers need to be replaced. Doors to roof are too close to roof surface per manufacturer recommendations.

Replace roofing systems. Replace walkway pavers. Raise door sills for proper flashing from sill to adjacent roof surface.

(noted above)

1 ls $ ‐ $ ‐ $ ‐ $ ‐ $ ‐ $ ‐

College Park Plaza & Parking Ramp 180 North Division NE CP‐59 Fire protection piping corroding internally

System throughout building

3 3 No It was noted there there is excessive rust content within the piping. When leaks occur heavy rust stains will appear.

Consult fire protection contractor on system maintenance and repair options.

1 LS $ 3,020 $ 3,020 $ 3,147 $ 3,279 $ 3,417 $ 3,560

College Park Plaza & Parking Ramp 180 North Division NE CP‐61 Water infiltration into interior. (Refer to write‐up) 3 2 No (Refer to write‐up) Most leak points are currently at roof and curtainwall system.

Replace roofing system and reseal‐glaze curtainwall system.

Other areas will require finding leaking sources and correct exterior system that are leaking.

1 ls $ 30,200 $ 30,200 $ 31,468 $ 32,790 $ 34,167 $ 35,602

College Park Plaza & Parking Ramp 180 North Division NE CP‐62 Fogged glass curtainwall sections Second office from south end along east elevation on sixth floor and skylights at north and south stair

3 4 No Fogged glas from broken glass unit seal. Replace and reseal glass unit in curtainwall system. 1 ls $ 7,550 $ 7,550 $ 7,867 $ 8,198 $ 8,542 $ 8,901

College Park Plaza & Parking Ramp 180 North Division NE CP‐63 Worn floor finish Few rooms in building core areas such as fourth floor work room and southwest stair that connects plaza level to mezzanine.

3 4 No Carpet fraying and worn in areas. Replace floor finish material. 2,500 sf $ 15,931 $ 15,931 $ 16,600 $ 17,297 $ 18,023 $ 18,780

College Park Plaza & Parking Ramp 180 North Division NE CP‐64 Stairs needing code compliance (Refer to write‐up) 1 5 No (Refer to write‐up) Replace handrailing and guard rail systems at locations indicated in write‐up.

1 ls $ 151,000 $ 151,000 $ 157,342 $ 163,950 $ 170,836 $ 178,011

College Park Plaza & Parking Ramp 180 North Division NE CP‐65 Doors needing current code compliance.

(Refer to write‐up) 1 5 No (Refer to write‐up) Install proper door hardware to correct deficiencies noted in write‐up.

4 ea $ 45,300 $ 45,300 $ 47,203 $ 49,185 $ 51,251 $ 53,403

College Park Plaza & Parking Ramp 180 North Division NE CP‐66 Toilet rooms needing current code compliance.

(Refer to write‐up) 2 5 No (Refer to write‐up) Reconfigure toilet rooms with required Barrier Free clearances. Provide high‐low drinking fountain unit with required barrier free clearances. Install vertical grab bars at Barrier Free stalls without. Raise sinks to required Barrier Free height

12 ea $ 906,000 $ 906,000 $ 944,052 $ 983,702 $ 1,025,018 $ 1,068,068

College Park Plaza & Parking Ramp 180 North Division NE CP‐67 Break room sink is not Barrier Free compliant.

Fifth floor break room 2 5 No Sink does not provide the required Barrier Freeside approach clearances.

Reconfigure sink location to provide required Barrier Free clearances.

1 ls $ 3,775 $ 3,775 $ 3,934 $ 4,099 $ 4,271 $ 4,450

College Park Plaza & Parking Ramp 180 North Division NE CP‐68 Failed Joint Sealant in parking area upper parking level 3 4 No Also approximately 5 SF of spalling concrete Replace joint sealant, patch spalls with repair mortar 30 LF $ 5,663 $ 5,663 $ 5,900 $ 6,148 $ 6,406 $ 6,675

Total $ 1,508,500 $ 1,571,857 $ 1,637,875