Agenda

1
——LIMIT OF WORK

41
39 19 17

WARSAW AVE
No
CARVER ST
|

ki

= a a
— : = - a

_

ed

NT J
a CITY OF NASHUA NEW HAMPSHIRE : | : ” ‘ 1 : ee BLANOF :
ees), CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
w/e =O RIVERSIDE STREET “es “oR HOWARD ST SHEET
NASHUA, NEW HAMPSHIRE 03062 : : 7 ARY
y,

NASHUA, NEW HAMPSHIRE

CITY OF NASHUA NEW HAMPSHIRE

CITY ENGINEER'S OFFICE

9 RIVERSIDE STREET
NASHUA, NEW HAMPSHIRE 03062

30

30 60 120

HORIZONTAL SCALE IN FEET
SCALE 1" = 30'-0"

DRAWN BY:

DESIGNED BY: REVIEWED BY:

L NO.

REVISION DESCRIPTION

DATE J

T. WELCH

T. WELCH J. MENDOLA

DATE

FEBRUARY

2017

..

d

PLAN OF

2017 PAVING PROGRAM
GOVERNORS LN & STABLE RD

RIDGE RD TO CUL-DE-SAC

SHEET

13

18

ae © \

LIMIT OF WORK \

by

.
‘

Nf >
CITY OF NASHUA NEW HAMPSHIRE eS PLANO
CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
9 RIVERSIDE STREET o GOSSELIN RD SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: FEBRUARY TEAK DR TO WESTGATE CROSSING 12
JUNO. REVISION DESCRIPTION DATE 4 T. WELCH T. WELCH J. MENDOLA q 201 ’ 2 OF 44

NT
CITY OF NASHUA NEW HAMPSHIRE eS PLANO /
CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
9 RIVERSIDE STREET ane FAIRWAY ST SHEET
NASHUA, NEW HAMPSHIRE 03062 : 7 : FEBRUARY
Z y

CITY OF NASHUA NEW HAMPSHIRE

0

30 60

120

NASHUA, NEW HAMPSHIRE

CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
SCALE = 80-0" CHARLOTTE ST SHEET
9 RIVERSIDE STREET FEBRUARY 10
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 5017 AMHERST ST TO CHARLOTTE AVE
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA L J OF 44

, @® ; ,
RINGSTONTeE

f Nf > <
~
CITY OF NASHUA NEW HAMPSHIRE ‘x ele —__§ So
CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
9 RIVERSIDE STREET sue Ses BLACKSMITH WAY SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY. REVIEWED BY: FEBRUARY KINGSTON DR TO CUL-DE-SAC 9
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA L 2017 J OF 44

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

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

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