06/08/2016 P&Z Packet - Laserfiche WebLink

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Ms. Katie Larsen June 2, 2016 Page 3 TRANSPORTATION 1. The private roadways are shown as 24 feet face to face and should be the City standard 26 feet back to back. 2. The turnarounds on Street 4 should be extended. 3. We recommend that the trail easement at Outlot C be reviewed and adjusted as needed. WATER SYSTEM 4. The watermain in Street 4 should be 8 inches. 5. Gate valves shall be at intersections (one less than legs) and are required on all hydrant leads. 6. Identify proposed water service locations and curb stop elevations at the right of way. 7. Add hydrants at approximately 8+50 and 3+00 (midblock) to provide fire protection. 8. Add note that watermain including valves, fittings, hydrants, and appurtenances is to be wrapped in polyethylene film. 9. Add note that fittings shall be ductile iron Class 350 compact fusion -bonded epoxy coated. 10. Show horizontal separation on plans between sanitary sewer and watermain as 10' min. SANITARY SEWER SYSTEM Sanitary services require a tracer wire and access to wire ends for future locating requirements. 2. The average and peak sanitary flows were calculated using the MCES Hourly Peaking Factor for the proposed 90 residential units. Using these conservative future sanitary flows, an analysis was conducted to determine if the current Legacy Woods Edge lift station design has sufficient capacity. Following the analysis, the sanitary lift station design was determined adequate to incorporate the proposed sanitary flows. STORM SEWER SYSTEM 1. The storm sewer between CB 71 and CBMH 70 shall have 10 feet of horizontal clearance form existing water main alignment. 2. The applicant should shift the rear catch basin in the green space of Block 2 such that the pipe running to the street is equally spaced between Lots 7 and 8. \\mspfsv02.lps.Imal\StudiosWctive Projects\CLL16006 - Woods Edge in Lino Lakes MN\From Others (Original Data)\20160606 Engineeting Review Lino Lakes Woods Edge.docx