129-26 (Exhibit A) STV-consultant-ageement_2026-01-05.pdf

Gregory Avenue and Lowell Avenue Safe Routes to School Preliminary Engineering, Final Design, and Construction Engineering Services Page 13 Preliminary Engineering – Scope of Work • Pedestrian Flashing Beacon Plan (4 Sheets) • Preliminary Staging/Maintenance and Protection of Traffic/Detour Plans (8 Sheets) • Tie Sheets (2 Sheets) • Construction Details (10 Sheets) • Electrical Details (2 Sheets) Other: • Utility Relocation Plans (4 Sheets) 2. TRAFFIC a. Complete Flashing Pedestrian Beacon, Signing and Striping Plans (4240) STV will complete the signing and striping plan improvements. These items will better delineate travel lanes, and significantly increase visibility of crosswalks. STV will complete the plans for the proposed flashing beacons. Additionally, these items will also significantly improve safety along the corridor for pedestrians, bicyclists, and motorists. STV will prepare the flashing pedestrian beacon, electrical, signing and striping plans as per the MUTCD and NJDOT Roadway Design Manual. 3. DRAINAGE / HYDROLOGY & HYDRAULICS / STORMWATER MANAGEMENT a. Complete Drainage (4270) The drainage features determined during preliminary engineering will be finalized. The drainage improvements will be displayed on the Construction plans including bicycle safe grates and curb pieces. b. Complete Hydrology & Hydraulics Analysis (4310) H&H analysis is not anticipated for this project. There are no hours associated with this activity. 4. STRUCTURES There are no existing structures impacted with the project limits. Retaining walls are proposed to minimize impacts to the properties adjacent to the proposed sidewalk. a. Prepare Final Structures Documents (4160) STV will prepare final structures documents for the Lowell Avenue Retaining Wall, Lawrence Avenue to Helen Avenue; Lowell Avenue Retaining Wall, North of Helen Avenue; and Gregory Avenue Retaining Wall including: • Retaining Walls • Detail Sheets

Helen Avenue; Lowell Avenue Retaining Wall, North of Helen Avenue; and Gregory Avenue Retaining Wall including: • Retaining Walls • Detail Sheets • Structural Quantity Estimate 5. GEOTECHNICAL ENGINEERING Based on the preliminary design, STV will proceed with final design for the proposed improvements including: • Lowell Avenue Retaining Wall, Lawrence Avenue to Helen Avenue • Lowell Avenue Retaining Wall, North of Helen Avenue • Gregory Avenue Retaining Wall • Stormwater Management BMP