PB-19-04/Prism Capital Partners, LLC

XX ASSOCIATES Chairman and Members of the West Orange Township Planning Board September 6, 2019 Re: Prism Capital Partners, LLC (PB 19-04) Our File No. VWRP0115.01 Preliminary & Final Major Site Plan with Page & “C” Variances and Tree Removal Permit Application Review #1 39. The Storm Cleanout Detail on sheet 6.1 shows that a 15” roof drain pipe is proposed. However, it shows on the Storm Drainage Plan (sheet 3.1) that the roof drains will be 6” PVC. This discrepancy must be resolved. 40. Sheet 6.2 includes a Connection to Exiting Sewer Structure detail. This detail shows that a doghouse manhole is proposed over an existing sewer main whereas the Utility Plan (sheet 4.0) shows that a connection is proposed to an existing manhole. Therefore, the detail must be revised accordingly. 41. The Sanitary Sewer Clean Out Detail on sheet 6.2 shows that a 15” roof drain pipe is proposed. The detail must be revised to reflect the proposed sanitary sewer installation. 42. Sheet 6.2 includes a Sanitary Sewer Capping Detail. This detail references both RCP storm pipe and sanitary pipe. The detail must be revised to clarify if the work is proposed on the existing sanitary sewer or the existing storm pipe. 43. The Precast Sanitary Sewer Manhole and Lid detail on sheet 6.2 must be revised to show that the words “SANITARY SEWER’ will be cast integrally into the manhole cover. 44, Sheet 6.3 includes a 6” Rolled Concrete Berm Detail which shows the width of the berm to be variable. Therefore, the Site Plan (sheet 2.1) must be revised to dimension the width of each berm. 45. Note #3 on the Retaining Wall Detail on sheet 6.3 stipulates that the guide rail must comply with the PADOT standard detail which is incorrect. The detail must be revised to reference the NJDOT Standard detail. 46. The Retaining Wall Detail on sheet 6.3 must be revised to show that the guide rail will be located furthest from the face of wall as shown on the Site Plan (sheet 2.1). 47.\t shows on the Typical Water Service Connection Detail on sheet 6.3 that the water meters will be installed in a meter box in front of each unit. Therefore, the Utility Plan (sheet 4.0) must be revised to show the water meter boxes. 48. It shows on the Soil Erosion and Sediment Control Plan (sheet 5.0) that the total area of disturbance will be 1.09 acres. As a result, the project is classified as a

o show the water meter boxes. 48. It shows on the Soil Erosion and Sediment Control Plan (sheet 5.0) that the total area of disturbance will be 1.09 acres. As a result, the project is classified as a Major Development. In addition, the Drainage Area Maps show that the impervious coverage at the site is being reduced by 41 sf. Therefore, water quality measures are not required. 49. It shows on the Landscaping Plan (sheet C-7.1) that llex Meserveae ‘Centennial Girl’ is proposed at the front (street side) of the surface parking lot. In addition, the Plant Schedule shows that they will be 6’- 7’ high. The Landscape, Lighting and Open Space section in the Second Amendment to Downtown Redevelopment Plan states that ‘§:\West OrangaAP anning Board\VWRPO1 15.01 - Prism Gapitel Periners, LLG MjSP\Raview #1 09-06-2019 doc