Aerial Map with Lot Lines • 567 Main Street, Danville, New Hampshire
A
B
112 Acres
20 Acres
C
10.88 Acres
A) 1-50, 112 Ac. Listed for sale B) 1-49 Owner Unknown. C) 10.88 ac Owner Unknown. Both B and C are shown in previous surveys belonging to subject property.
Tami Mallett l REALTOR ® Direct: 603.986.4300 Office: 800.450.7784 Email: Web:
tami.mallett@beangroup.com www.beangroup.com
Michael Travis l REALTOR ® Direct: 603.303.2599 Office: 800.450.7784 Email: Web:
michael.travis@beangroup.com www.BuySellHomesNH.com
Boundary Plan • 567 Main Street, Danville, New Hampshire
This is the Boundary Plan prepared by James M Lavelle Associates, Stage Road Junction, Hampstead, NH 03841, (603) 329-6851. Dated 8/26/2005
Town Maps • 567 Main Street, Danville, New Hampshire
This is a compilation of the maps from the Town of Danville website.
Development Conceptual prepared by Jones & Beach • 567 Main Street, Danville, New Hampshire
Open Land
Conceptual Plan Only • Example of a 46 Lot Cluster Subdivision • Need to determine whether second estimate is needed Road Length + 5,200 L.F. *Final Layout & Density to be Determined with Actual Survey, Details and Meetings
Approx Wetland
Exterior Borders
• 112 Acres • Map 9, Lot I-50 • Minimum Lot Size = 2 Acres • Minimum Frontage = 200’ • Contiguous Uplands 1/2 acre
Setbacks:
• Front 30’ • Side: 15 ft • Rear: 15’ • 50% of Lot can be Wetlands Setbacks • Very Poorly Drained: 75’
• Poorly Drained Wet: 75’ • Phasing may be required by Town Board
Permitted Uses:
• Single Family Lots • Multiple Unit Dwellings/ Condos • 4 Unit Per Bldg • 5 Unit/building with workforce • 60% need to be workforce • 2 acres per unit • 56 units +/- Permitted
Cluster Development
• Calculation Type of Density • Could be 50 lots-need survey to determine • Can do Multi Family • 25% of land as Open Space • 20,000 SF per lot
Sidewalks seem to be required Max Cul-Du-Sac length: 1500’ May need road length waiver Could be tightened up • Need to Verify • Wetlands • Sight Distance on Main Street
Subdivision Regulations
Test Pits 2’ to SHWT L.F. 8’ Above “Impermeable Substratum, - (Assume Ledge) R.O.W: 60’
Conceptual Plan developed by Jones & Beach Engineers, Inc. • 85 Portsmouth Avenue • PO Box 219 • Stratham, NH 03885 • (603) 772-4746 (ext. #114) • www.jonesandbeach.com