{"trade":"excavation","week":"2025-W35","weekStart":"2025-08-25","weekEnd":"2025-08-31","fetchedAt":"2026-07-31T20:53:48.226Z","source":{"dataset":"ydr8-5enu","api":"https://data.cityofchicago.org/resource/ydr8-5enu.json","page":"https://data.cityofchicago.org/Buildings/Building-Permits/ydr8-5enu"},"ok":true,"error":null,"truncated":false,"permits":[{"permit":"101053059","permitType":"PERMIT - NEW CONSTRUCTION","issueDate":"2025-08-29","address":"6601 S EVANS AVE","workDescription":"NEW CONSTRUCTION OF 7 UNIT APARTMENT BUILDING, CONSTRUCTION TYPE VA, OCCUPANCY CLASSIFICATION R-2, INCLUDING NEW ELECTRICAL. PLUMBING AND MECHANICAL EXCAVATION FOR BASEMENT 5'6\" BELOW GRADE, REAR CONCRETE PARKING PAD FOR 5 PARKING SPOTS, TRASH ENCLOSURE, 330' OF 6'-0\" IRON FENCING PER PLANS **CERTIFIED PLANS CORRECTIONS: CONDITIONAL PERMIT SUBJECT TO FIELD INSPECTIONS **","reportedCost":1000000,"cityRecordUrl":"https://data.cityofchicago.org/resource/ydr8-5enu.json?permit_=101053059"},{"permit":"101045144","permitType":"PERMIT - RENOVATION/ALTERATION","issueDate":"2025-08-28","address":"919 N MICHIGAN AVE","workDescription":"SPR 2019 CBRC:THIS PROJECT IS FOR THE REPLACEMENT OF THE REINFORCED CONCRETE ROOF FOR THE VAULTED SPACE THAT SERVES COMED'S 34KV TRANSFORMERS. THE VAULT ROOF IS CURRENTLY SUPPORTED IN PART BY STRUCTURAL FRAMING OF THE ADJACENT 37 STORY PALMOLIVE BUILDING, WHICH IS PRIMARILY RESIDENTIAL, WITH STORE FRONTS ON THE GROUND LEVEL. THE VAULT FOOTPRINT IS APPROXIMATELY 33'-9\" X 15'-5\". THIS COMED TRANSFORMER VAULT IS LOCATED UNDER THE SIDEWALK AND WILL REQUIRE 4'-6\" OF EXCAVATION DOWN TO THE BOTTOM OF THE ROOF LEVEL. PROPOSED WORK WILL INCLUDE INSTALLATION OF A STEEL BEAM WALER TO TRANSFER LATERAL EARTH LOAD ON THE OUTSIDE OF THE VAULT, OPEN CUT EXCAVATION ALONG THE VAULT EXTENTS, DEMOLITION OF EXISTING CONCRETE ROOF STRUCTURE AND RESTORATION OF CONCRETE ROOF PER COMED AND CITY OF CHICAGO STANDARDS. ORIGINALLY SUBMITTED AS DEEFP-122463, BUT WAS DETERMINED BY CDOT DEEP EX THAT A DOB REVIEW WILL BE REQUIRED DUE TO SHARED STRUCTURAL ELEMENTS FROM ADJOINING BUILDING. IT IS CURRENTLY SUBMITTED AS","reportedCost":200000,"cityRecordUrl":"https://data.cityofchicago.org/resource/ydr8-5enu.json?permit_=101045144"},{"permit":"B200437323","permitType":"PERMIT – EXPRESS PERMIT PROGRAM","issueDate":"2025-08-27","address":"350 E CERMAK RD","workDescription":"TUCKPOINTING AND UNIT MASONRY REPAIR / REPLACEMENT: 15000 SQ. FT., LINTEL QTY. 10, MAX. LENGTH 20. CONCRETE MASONRY REPAIR / REPLACEMNT: 200SQ. FT., EXCAVATION = NO. PARAPET REBUILDING: 240 SQ. FT. LOCATION: 8TH FLOOR SETBACK & PENTHOUSE.","reportedCost":900000,"cityRecordUrl":"https://data.cityofchicago.org/resource/ydr8-5enu.json?permit_=B200437323"},{"permit":"B200439542","permitType":"PERMIT – EXPRESS PERMIT PROGRAM","issueDate":"2025-08-26","address":"1850 N CLARK ST","workDescription":"TUCKPOINTING AND UNIT MASONRY REPAIR / REPLACEMENT: 20 SQ. FT., LINTEL QTY. 0, MAX. LENGTH 0. CONCRETE MASONRY REPAIR / REPLACEMNT: 5SQ. FT., EXCAVATION = NO. LOCATION: NORTH, SOUTH, EAST AND WEST ELEVATIONS.","reportedCost":75000,"cityRecordUrl":"https://data.cityofchicago.org/resource/ydr8-5enu.json?permit_=B200439542"}]}