Specifications include, but are not limited to: Materials: 1. Precast concrete inlet: IDOT Type A; 2. Frame and Grate: IDOT Type 6 (EJIW #7235 rolled curb inlet set with M1 grate, or equal); 3. Curb and Gutter: IDOT Type M 6.12. Taper to match existing at edges of project. 4. Concrete: 4,000 psi air entrained; 5. Flowable Fill (CLSM): 30 psi “hand excavation” mix. Execution: 1. Verify all elevations and measurements before ordering precast elements. 2. Call JULIE before you dig! 3. Place traffic control as needed. Please note this is a popular parking area for pickleball players. No open excavations may be left when contractor is not on site. Excavations must be covered, and fencing maintained. 4. Sawcut pavement and curbing at removal limits. 5. Excavate and remove existing inlet and pavement. 6. Place new precast inlet and frame and grate to level and slopes noted in details. Grout or mortar existing outlet pipe. 7. Backfill and compact. Utilize flowable fill for backfill under pavement. 8. Form and place concrete curbing, gutter pan, and inlet apron. 9. Place HMA patching and compact. 10. Clean soil, refuse, and debris from pavement before removing traffic control.