11-24-1987 PC MIN - Laserfiche WebLink

Home Browse Search

. . . Page 4 Planning Commission Minutes November 24. 1987 6. THAT NO PARKING BE ALLOWED IN THE 20 FT. DRIVE AS PER RUSS ANDERSON'S RECOMMENDATION. 7. THAT THE FINAL GRADE GRADING AND DRAINAGE PLAN BE APPROVED BY TERRY MAURER CITY ENGINEER. o. THA'r 'rMI APPROVAL or THIS PLAT IS CONTINGENT UPON THE VARIANCES REQUESTED BY THE PETITIONERS BEING APPROVED BY THE COUNCIL. 9. THAT THE PLAT IS REDESIGNED TO 22 FT. MINIMUM WIDE LOTS. 10. THAT THE ROAD IN THE PLAT BE NAMED ACCORDING TO THE CITY'S GRID SYSTEM. 11. THAT THE PETITIONER PROVIDE MORE OFF STREET PARKING WITHIN THE PLAT. COMMISSIONER KROPUENSKE SECONDED THE MOTION. THE MOTION CARRIED 5-0. 11. Consider Preliminary Plat Review of the Crossroads Plat by John Plaisted/Public Hearing Mr. John Plaisted of Box 38. Elk River. Minnesota. is requesting preliminary plat review of a 10 lot commercial plat lying within a C- 3A Highway Commercial zone. COMMISSIONER FUCHS MOVED TO RECOMMEND APPROVAL OF THIS PRELIMINARY PLAT TO THE CITY COUNCIL WITH THE FOLLOWING STIPULATIONS: 1. THAT LOT 8 AND ALL THE OTHER LOTS WHICH ABUT THE MISSISSIPPI RIVER HAVE AT LEAST A'lOO FT. OF RIVER FRONTAGE. 2. THAT A 20 FT. BEND FROM THE BLUFF OF THE RIVER NOT BE CLEAR CUT AND TREES THAT ARE 4 INCHES IN DIAMETER OR GREATER BE RETAINED UNLESS OTHERWISE APPROVED BY THE DNR. 3. THAT APPROPRIATE EROSION CONTROL BE ENFORCED THROUGHOUT THE PLAT. 4. THAT PERK TESTS ARE REQUIRED AS PART OF THE BUILDING PERMITS ON EACH LOT TO AID IN THE DESIGN AND CONSTRUCTION OF ON-SITE SEPTIC SYSTEMS. 5. THAT THE LOW SPOT MENTIONED BY MR. HARJU WHICH IS BEING FILLED BE ADDRESSED AS WELL AS ALL THE DRAINAGE WITHIN THE PLAT. THE FINAL GRADING AND DRAINING PLANS MUST BE APPROVED BY MR. MAURER PRIOR TO COUNCIL FINAL PLAT APPROVAL. 6. THAT THI ACCBSS PROM TUB HIGHWAY TO THE PROPOSED ROAD IN THE PLAT BE DONE TO STATES STANDARDS 'AND SPECS. AND THAT A PERMIT IS OBTAINED FROM THE STAT! PRIOR TO CONSTRUCTION OF THAT ACCESS. 7. THAT THE ROAD BE DESIGNED AS PER THE CITY ENGINEER'S RECOMMBNDATIONS. 46 FT WIDE. 9 TON DESIGN. CONCRETE BARRIER CURB. ETC. THE FINAL ROAD DESIGN MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO COUNCIL FINAL PLAT APPROVAL.