2017 Streets
Gorman Ave
Hoyts Ln
Scripture St
Shedds Ave Governors Ln Hutchinson St Hyacinth Dr
Blacksmith Way Charlotte St Fairway St Worcester St Gosselin Rd Stable Rd Howard St Hughey St Brigham St Donald Way Kern Dr Kingston Dr
Treatment 1 Shim/Overlay Reclaim Reclaim Overlay Shim/Overlay Shim/Overlay Overlay Shim/Overlay Shim/Overlay Shim/Overlay Shim/Overlay Mill/Shim/Overlay
Shim Thickness (IN) 4" _ _ _ 4" 4" _ 4" 4" 4" 4" _
Base Course Thickness (IN) _ 2.25" 9.25" -- -- -- -- -- -- -- -- 2.25"
Wearning Course Thinckness (IN) 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25"
Shim Max Aggregate Size (IN) 3/8" 3/8" 3/8" -- 3/8" 3/8" -- 3/8" 3/8" 3/8" 3/8" --
Base Course Max Aggregate Size (IN) _ 0.75" 0.75" _- -- _- -- -- -- -- -- 0.75"
Wearing Course Max Aggregate Size (IN) 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"
Approximate Segment Lengths (FT) 250 841 636 1665 870 1034 474 474 1009 1063 691 1910
Approximate Segment Area (SY) 1292 2286 2395 3835 3121 4363 1131 3272 3554 6160 2773 6966
Treatment 2 -- -- -- -- -- -- 7 7 7 7 7 7
Shim Thickness (IN) __ _ _ __ __ __ _- _- _- _- -- --
Base Course Thickness (IN) __ __ _ _ __ __ __ _- _- _- -- --
Wearning Course Thinckness (IN) _ __ __ _ _ __ __ _- _- _- _- --
Shim Max Aggregate Size (IN) _ __ _ __ _ _ __ __ _. _- _- _-
Base Course Max Aggregate Size (IN) _ _ _ __ __ _ _ __ __ _- _- _-
Wearing Course Max Aggregate Size (IN) _ __ _ __ _ __ __ _. _- _- _- _-
Approximate Segment Lengths (FT) _ __ _ _ __ __ __ _- _- _- _- _-
Approximate Segment Area (SY) _ __ _ _ __ __ __ _- _- _- _- _-
2017 Streets
Monadnock St
Main St McDonald Dr Mckenna Dr Blue Jay Hill Scotia Way Swan St Teak Dr Tolles St Vieckis Dr Warsaw Ave West Hollis St
Treatment 1 Mill/Shim/Overlay Shim/Overlay Mill/Shim/Overlay Shim/Overlay Shim/Overlay Shim/Overlay Shim/Overlay Overlay Shim/Overlay Shim/Overlay Mill/Shim/Overlay
Shim Thickness (IN) 1" 1" __ 1" 1" 1" 1" __ 1" 1" 1"
Base Course Thickness (IN) _ __ 2.95" __ _ _ __ __ _. _- _-
Wearning Course Thinckness (IN) 1.5" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.5"
Shim Max Aggregate Size (IN) 3/8" 3/8" _ 3/8" 3/8" 3/8" 3/8" _ 3/8" 3/8" 3/8"
Base Course Max Aggregate Size (IN) __ _ 0.75" _ __ __ _. _- _- _- --
Wearing Course Max Aggregate Size (IN) 0.5" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 0.5"
Approximate Segment Lengths (FT) 2504 2172 3332 903 360 792 2327 488 1581 357 3093
Approximate Segment Area (SY) 13061 7024 11872 2326 1772 2742 8438 1205 6196 1038 12756
Treatment 2 - - -- - -- 7 7 7 Reclaim ~ _
Shim Thickness (IN) _ __ __ _ _ __ __ __ _- _- _-
Base Course Thickness (IN) __ _ _ __ __ __ _- _- 2.25 _- _-
Wearning Course Thinckness (IN) __ _ _ __ __ __ _- _- 1.25 _- _-
Shim Max Aggregate Size (IN) _ _ _ __ __ _ _ _ __ __ _-
Base Course Max Aggregate Size (IN) __ _ __ _ __ __ _. _- 0.75" _- --
Wearing Course Max Aggregate Size (IN)
Approximate Segment Lengths (FT) __ _ _ __ __ __ _- _- 700 _- _-
Approximate Segment Area (SY) _ _ __ _ __ __ _. _- 2461 _- --
VO ( » ) NASHUA, NEW HAMPSHIRE
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM
DATE SHEET
9 RIVERSIDE STREET FEBRUARY 5
NASHUA, NEW HAMPSHIRE 03062 ASAT | DRAWN BY: DESIGNED BY: REVIEWED BY: 5017
L NO. REVISION DESCRIPTION DATE JL T. WELCH T. WELCH J. MENDOLA y JU J OF 44 J
