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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

Gorman Ave
Hoyts Ln
Scripture St
Estimated Shedds Ave Governors Ln
Item Description Unit Contract Quantity Blacksmith Way Charlotte St Fairway St Worcester St Gosselin Rd Stable Rd Howard St
203.112 Road Excavation and Regrade SY 2062 0 0 0 0 0 0 0
203.113 Driveway Excavtion and Regrade SY 324 15 15 15 0 15 15 0
304.112 Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 26850 0 2300 2400 0 0 0 0
304.33 Crushed Aggregate for Shoulders TON 46 2 2 2 2 2 2 2
403.6 Pavement Joint Adhesive LF 11220 0 0 0 0 0 0 0
403.11 Hot Bituminous Pavement, Machine Method (Shim/Base) TON 8264 73 305 321 0 177 247 0
403.11 Hot Bituminous Pavement, Machine Method (Top) TON 8619 93 163 171 274 223 311 81
403.12 Hot Bituminous Pavement, Hand Method TON 152 4.5 5.0 5.0 11.0 5.0 5.5 3.0
417 Cold Planing of Bituminous Surfaces SY 44800 0 0 0 0 0 0 0
417.20 Cold Planing Transitions SY 3240 100 30 30 200 260 100 90
604.4 Repair of Existing Structures VF 193 1 3 4 10 5 8 5
604.45 Adjusting to Grade Existing Castings EA 205 1 5 4 20 7 5 5
604.46 Replace Casting EA 189 1 1 3 0 2 10 4
605.47 Drop and Plate Casting For Reclaim EA 4 0 1 3 0 0 0 0
609.5 Reset Granite Curbing LF 270 0 50 0 0 10 20 0
609.811 Bituminouos Curbing LF 35 0 25 0 0 0 0 0
616.7 Local Traffic Loops 6'X50° (2-4-2 TURN) EA 9 0 0 0 0 0 0 0
618.6 Uniformed Officers ALLOWANCE 19008 - $ - $ - - $ - > - $ -
618.7 Flaggers ALLOWANCE 49270 678.00 $ 1,404.00 $ 1,549.00 1,356.00 $ 1,259.00 $ 1,259.00 $ 630.00
619.1 Maintenance of Traffic U
632.0104 Retroreflective Paint Pavement Markings, 4" Line LF 38739 0 1344 1336 0 0 0 0
632.3112 Retroreflective Thermoplastic Pavement Markings, 12" Line LF 928 0 23 150 0 0 0 0
632.32 Retrereflective Thermoplastic Symbol SF 187 0 0 0 0 0 0 0
632.80 Temporary Pavement Markers EA 1014 0 68 134 0 0 0 0
641 Loam and Seed TON 284 0 15 23 0 0 0 0
900 Liquid Asphalt Adjustment ALLOWANCE 33643 336.74 $ 934.18 $ 981.58 562.88 $ 799.88 $ 1,112.91 $ 165.90
-- Asphalt Testing Core (Subsidiary to 403.11) EA 25
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA 25
-- Asphalt Precore (Subsidiary to 417) EA 12 0 0 0 0 0 0 0
a Silt Sacks (Subsidiary to 304.112) EA 14 0 5 5 0 0 0 0
-- Silt Sacks (Subsidiary to 417) EA 89 0 0 0 0 0 0 0
J
VO ) NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE a Noe Oo _
9 RIVERSIDE STREET FEBRUARY ° G
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU 2 OF 44 J

Hutchinson St Hyacinth Dr Monadnock St
Item Description Unit Hughey St Brigham St Donald Way Kern Dr Kingston Dr Main St McDonald Dr Mckenna Dr Blue Jay Hill Scotia Way Swan St Teak Dr
203.112 Road Excavation and Regrade SY 0 0 0 0 525 327 0 891 0 0 0 0
203.113 Driveway Excavtion and Regrade SY 15 15 15 15 15 15 15 15 15 15 15 15
304.112 Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 0 0 0 0 0 0 0 0 0 0 0 0
304.33 Crushed Aggregate for Shoulders TON 2 2 2 2 2 2 2 2 2 2 2 2
403.6 Pavement Joint Adhesive LF 0 0 0 0 0 5020 0 0 0 0 0 0
403.11 Hot Bituminous Pavement, Machine Method (Shim/Base) TON 185 200 348 157 929 780 417 1588 131 101 156 477
403.11 Hot Bituminous Pavement, Machine Method (Top) TON 234 254 439 198 497 1176 501 846 166 127 196 602
403.12 Hot Bituminous Pavement, Hand Method TON 6.0 7.0 7.5 5.0 5.0 9.5 9.0 11.5 6.5 4.0 4.0 8.5
417 Cold Planing of Bituminous Surfaces SY 0 0 0 0 7000 13100 0 11900 0 0 0 0
417.20 Cold Planing Transitions SY 80 120 220 180 90 0 320 0 180 20 270 240
604.4 Repair of Existing Structures VF 5 4 11 6 11 33 13 30 2 2 0 19
604.45 Adjusting to Grade Existing Castings EA 0 0 11 4 5 37 20 30 0 2 0 29
604.46 Replace Casting EA 9 7 11 8 16 28 5 29 3 2 9 8
605.47 Drop and Plate Casting For Reclaim EA 0 0 0 0 0 0 0 0 0 0 0 0
609.5 Reset Granite Curbing LF 0 0 20 0 50 0 20 50 0 0 10 40
609.811 Bituminouos Curbing LF 0 0 0 0 0 0 0 0 0 0 10 0
616.7 Local Traffic Loops 6'X50° (2-4-2 TURN) EA 0 0 0 0 0 9 0 0 0 0 0 0
618.6 Uniformed Officers ALLOWANCE | $ - - $ > - $ - $ 10,692.00 $ -| $ -| $ > -| $ -| $ -
618.7 Flaggers ALLOWANCE | $ __ 1,017.00 1,065.00 + 840.00 $1,114.00 $ 2,517.00 $ 7,333.00 $ 2,178.00| $ 4,502.00 | $ 920.00} $ 630.00 | $1,162.00 | $ 2,469.00
619.1 Maintenance of Traffic U
632.0104 |Retroreflective Paint Pavement Markings, 4" Line LF 0 0 0 0 0 12059 0 0 0 0 0 0
632.3112 |Retroreflective Thermoplastic Pavement Markings, 12" Line LF 0 0 0 0 0 695 0 60 0 0 0 0
632.32 Retrereflective Thermoplastic Symbol SF 0 0 0 0 0 187 0 0 0 0 0 0
632.80 Temporary Pavement Markers EA 0 0 0 0 0 412 0 0 0 0 0 0
641 Loam and Seed TON 37 37 0 23 0 0 0 0 28 0 28 0
900 Liquid Asphalt Adjustment ALLOWANCE | $ 839.38 910.48 1 560.14 $ 711.00 $ 2,826.23 $ 3,881.86 $ 1,830.83] $ 4,829.86 | $ 599.41) $ 458.20| $ 703.10} $ 2,147.81
-- Asphalt Testing Core (Subsidiary to 403.11) EA
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA
-- Asphalt Precore (Subsidiary to 417) EA 0 0 0 0 5 0 0 7 0 0 0 0
-- Silt Sacks (Subsidiary to 304.112) EA 0 0 0 0 0 0 0 0 0 0 0 0
-- Silt Sacks (Subsidiary to 417) EA 0 0 0 0 8 44 0 37 0 0 0 0
J
VO ) VF NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM _
9 RIVERSIDE STREET FEBRUARY QUANTITIES 2 7
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU JU 2 OF 44 J

Item |Description Unit Tolles St Vieckis Dr Warsaw Ave West Hollis St
203.112 |Road Excavation and Regrade SY 0 0 0 319
203.113 |Driveway Excavtion and Regrade SY 0 39 15 15
304.112 |Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 0 22150 0 0
304.33 |Crushed Aggregate for Shoulders TON 2 2 2 2
403.6 |Pavement Joint Adhesive LF 0 0 0 6200
403.11 |Hot Bituminous Pavement, Machine Method (Shim/Base) TON 0 851 59 762
403.11 |Hot Bituminous Pavement, Machine Method (Top) TON 86 758 74 1149
403.12 |Hot Bituminous Pavement, Hand Method TON 3.0 13.0 3.5 9.5
417 Cold Planing of Bituminous Surfaces SY 0 0 0 12800
417.20 |Cold Planing Transitions SY 220 410 80 0
604.4 |Repair of Existing Structures VF 7 20 1 0
604.45 | Adjusting to Grade Existing Castings EA 13 7 0 0
604.46 |Replace Casting EA 0 32 1 0
605.47 |Drop and Plate Casting For Reclaim EA 0 0 0 0
609.5 |Reset Granite Curbing LF 0 0 0 0
609.811 |Bituminouos Curbing LF 0 0 0 0
616.7. |Local Traffic Loops 6'X50' (2-4-2 TURN) EA 0 0 0 0
618.6 |Uniformed Officers ALLOWANCE $ - $ - $ - $ 8,316.00
618.7 |Flaggers ALLOWANCE $ 920.00 $ 7,018.00 $ 533.00 $ 5,917.00
619.1 |Maintenance of Traffic U
632.0104 |Retroreflective Paint Pavement Markings, 4" Line LF 0 0 0 24000
632.3112 |Retroreflective Thermoplastic Pavement Markings, 12" Line LF 0 0 0 0
632.32 |Retrereflective Thermoplastic Symbol SF 0 0 0 0
632.80 | Temporary Pavement Markers EA 0 0 0 400
641 Loam and Seed TON 0 87 6 0
900 Liquid Asphalt Adjustment ALLOWANCE $ 175.78 $ 3,203.45 $ 269.59 $ 3,792.99
-- Asphalt Testing Core (Subsidiary to 403.11) EA
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA
-- Asphalt Precore (Subsidiary to 417) EA 0 0 0 0
a Silt Sacks (Subsidiary to 304.112) EA 0 4 0 0
-- Silt Sacks (Subsidiary to 417) EA 0 0 0 0
J
VCE ) Ve NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM _
9 RIVERSIDE STREET FEBRUARY QUANTITIES 3 8
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU L 2 OF 44 J

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