Agenda - Planning Commission - 04/09/2015

Home

Review File: COR Parkview Addition/ Parkview East Apartments Preliminary Plat/ Site Plan Request Engineering Review Page 3 of 4 C1.5 — Rock Construction Entrances are ineffective in Ramsey. Add the following text to the SWPPP and Grading Plan Notes: "A street sweeper must be available within 3 hours upon notice from the City that the streets need to be swept." C1.6 — The underground storage may not be perforated or allow infiltration. C1.7 — Revise typical street section - 6" Premium Topsoil, 6' wide sidewalk, all references to Class 5 shall read Class 5, Ramsey Modified. Gradation is shown on Ramsey Street Details. Use Ramsey Detail STR-25 for connection to existing street. C1.8 — Pipe from STMH 105 — MH106 is not listed in table. Pipe from 300 to 301 is not shown on plans. C2.0 — This sheet is incomplete. Needs project name and details. All Plan Sheets — Show continuation notes for 145th Avenue. Provide plan sheet showing entire plat with proposed improvements. C2.3 — There is an existing 6" watermain from Sapphire Street to Rhinestone Street across Lot 1, Block 1, Ramsey Town Center 1 1th Addition, This must be shown. Move the label out of the underground storage area. Only 1 access will be permitted to Rhinestone Street from this plat and 1 1th Addition. A detailed Temporary Pedestrian Access Route Detour must be added to the plan set. The Ramsey HRA does not own the existing commercial lot. Revise the data. A special detail will be required for the Rhinestone Street Connection as it is a concrete street. Coordinate with the City for the specific requirements of this detail. C2.4 — Provide details for the retaining wall on the east side of Sapphire Street. All sidewalks are 6' wide. Pedestrian ramps are required at all intersections in Public right of way and where the sidewalk crosses internal drives. A detail for each is required as noted above. C2.5 — There is existing storm pipe north east of MH106. This is 52" arch pipe. Add notes to detail disposition of this pipe (ie. Removal, reconnection) C3.0 — The plan and profile alignments must line up. Break the plan view into two windows if necessary. Show disposition of 52" arch pipe north of MH106. Run Watermain under sanitary sewer at MH A. Add note: "All watermain 6" and smaller shall be Class 53. Watermain 8" and larger shall be Class 52." C3.1 — Use 2-45° bends in place of 90° bends. Provide drainage and utility easement over all watermain in site. Specifications Include City where ever Engineer or Owner is referenced in Specifications.