WEEKLY CONSTRUCTION PROGRESS REPORT Week of 3/23/20 ... · Week of 3/23/20 3/23 Project: Maple...

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WEEKLY CONSTRUCTION PROGRESS REPORT Week of 3/23/20 3/23 Project: Maple Elementary / Middle School Submission Date: 3/27/2020 To: Maple Elementary – Middle School To: Caolo & Bieniek Associates Building Committee Tom Brown Bert Gardner 50 Payson Avenue 521 East Street Easthampton, MA 01027 Chicopee, MA 01020 Construction Representative: Matt Dunn Project Phone: (Cell) Email Address: Project Fax: Fax # Project Address: 200 Park Street Easthampton, MA 01027 Project Activity Summary: GENERAL Started the electrical work necessary to switch-over the school to temporary power. SITE Excavated, installed piping and partially backfilled the storm water detention basin. Cut grade adjacent to the basin. Backfilled Building B foundation. Installed three sewer manholes and pipe connecting them. Trenched for Building A south & Building D north & east footings. Started to dig for isolated footings in Building B. BUILDING Poured footings and foundation frost walls in Building B. & C. Attachments: Photos

Transcript of WEEKLY CONSTRUCTION PROGRESS REPORT Week of 3/23/20 ... · Week of 3/23/20 3/23 Project: Maple...

Page 1: WEEKLY CONSTRUCTION PROGRESS REPORT Week of 3/23/20 ... · Week of 3/23/20 3/23 Project: Maple Elementary / Middle School Submission Date: 3/27/2020 To: Maple Elementary – Middle

WEEKLY CONSTRUCTION PROGRESS REPORT

Week of 3/23/20

3/23

Project: Maple Elementary / Middle School Submission Date: 3/27/2020

To: Maple Elementary – Middle School To: Caolo & Bieniek Associates

Building Committee

Tom Brown Bert Gardner

50 Payson Avenue 521 East Street

Easthampton, MA 01027 Chicopee, MA 01020

Construction Representative: Matt Dunn Project Phone: (Cell)

Email Address: Project Fax: Fax #

Project Address: 200 Park Street

Easthampton, MA 01027

Project Activity Summary:

GENERAL

• Started the electrical work necessary to switch-over the school to temporary power.

SITE

• Excavated, installed piping and partially backfilled the storm water detention basin.

• Cut grade adjacent to the basin.

• Backfilled Building B foundation.

• Installed three sewer manholes and pipe connecting them.

• Trenched for Building A south & Building D north & east footings.

• Started to dig for isolated footings in Building B.

BUILDING

• Poured footings and foundation frost walls in Building B. & C.

Attachments: Photos

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BACKFILLING OVER STORM WATER DETENTION BASIN FOOTING TRENCH FOR BUILDING A SW CORNER

CONDUIT FOR TEMPORARY POWER AT PULL BOX BACKFILLING SEWER PIPE RUN

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TYPICAL COLUMN ANCHOR BOLT AND LEVELING PLATE BACFILLING & COMPACTING IN BUILDING B

BUILDING A CONCRETE FOOTING POURED TODAY EXCAVATED & PREPPED FOR BLDG. B ISOLATED FTG.

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