2-Nashua 41586A Contract Plans.pdf

N

Factory Street

M a i n

S t r e e t

High Street

W. Pearl Street

E. Pearl Street

E l m

S t r e e t

W a l n u t

S t r e e t

C h e s t n u t

S t r e e t

School Street

Central Street

PROJECT LAYOUT

AUGUST 2025

NHDOT PROJECT NO. 41586A

LOCATION MAP

NEW HAMPSHIRE

HILLSBOROUGH COUNTY

CITY OF NASHUA

CAPACITY, AND ACCESSIBILITY IMPROVEMENTS

PLANS OF PROPOSED WALNUT OVAL SAFETY,

0 300

SCALE IN FEET

W. PEARL STREET, MAIN STREET & WALNUT STREET

LANE AND DIRECTION CHANGES ON FACTORY STREET,

T

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ATE OF NEW

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TRANSPORT

A

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ID

S t r e e t

W a t e r

Temple Street

8/21/2025

PROJECT LOCATION

110 600

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OR AS ORDERED.

LEVELING COURSE TO THE RATES INDICATED ON THE PLANS

MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A

WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.

NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED

OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.

PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS

REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).

WILL BE USED ON THIS PROJECT:

THE FOLLOWING GENERAL NOTES

GENERAL NOTES

EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.

EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF

ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT

AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN

THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS

HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED

THE CONTRACT.

MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF

BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS

DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL

EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND

STANDARD-PLANS-ROAD-CONSTRUCTION

AT: HTTPS://WWW.DOT.NH.GOV/DOING-BUSINESS-NHDOT/CONTRACTORS/

FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE

SHEET NO. DESCRIPTION

INDEX OF SHEETS

SIGNALIZATION PLANS

SIGNALIZATION NOTES

GENERAL PLANS

DOUCET SURVEY

SIGN TEXT LAYOUT

ROADWAY DETAILS

TYPICAL SECTIONS

STANDARD SYMBOLS

INDEX OF SHEETS AND GENERAL NOTES

TITLE SHEET

23,24

17-21

8-16

3,4

1 5 6 8

HAVING A PUBLISHED ELEVATION OF 155.20’.

VERTICAL DATUM IS BASED ON NAVD88 PER NHDOT DISK 315-0450

OBSERVATIONS UTILIZING THE KEYNET GPS VRS NETWORK.

PLANE COORDINATE ZONE (2800) DERIVED FROM REDUNDANT GPS

HORIZONTAL DATUM BASED ON NAD83(2011) NEW HAMPSHIRE STATE

TRAVERSE ADJUSTMENT BASED ON LEAST SQUARE ANALYSIS.

SURVEY GRADE GPS WITH A DATA COLLECTOR AND AN AUTO LEVEL.

DURING JANUARY & FEBRUARY 2025 USING A TOTAL STATION AND A

FIELD SURVEY PERFORMED BY D.M.L. & D.H.J. (DOUCET SURVEY/SAM)

REGISTRATION ADJUSTMENT BASED ON LEAST SQUARE ANALYSIS.

SURVEY/SAM) ON ______ 2025 USING A LEICA HDS SCANNER.

TERRESTRIAL LIDAR SURVEY PERFORMED BY M.J.C. (DOUCET

SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.

INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED

AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT

QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS

RECOMMENDED TRAFFIC CONTROL SEQUENCE:

SIGNS UNTIL W. PEARL STREET REVERSAL IS IMPLEMENTED

INSTALL SIGNS ON W. PEARL STREET APPROACH TO MAIN STREET INTERSECTION; COVER -

SIGNAL HEADS FACING W. PEARL STREET FOR ULTIMATE CONDITION

AT THE MAIN STREET / W. PEARL STREET INTERSECTION, INSTALL BUT DO NOT ACTIVATE -

PLANS

REMOVE SIGNS FROM INTERSECTION THAT ARE NO LONGER APPLICABLE, AS SHOWN ON -

OPEN MAIN STREET NORTHBOUND LEFT-TURN LANE INSTALLED IN PHASE 2A-

OPEN FACTORY STREET TO TWO-WAY TRAVEL-

IMPLEMENT SIGNAL MODIFICATIONS AT MAIN STREET / FACTORY STREET INTERSECTION-

PHASE 2B

TRAFFIC

BLOCK TURN LANE TO PREVENT USE UNTIL FACTORY STREET IS OPENED FOR TWO-WAY -

INTERSECTION

INSTALL NORTHBOUND LEFT TURN LANE FOR MAIN STREET APPROACH AT FACTORY STREET -

INTERSECTION

IMPLEMENT STOP CONDITION FOR FACTORY STREET WESTBOUND APPROACH AT WATER STREET -

RE-STRIPE FACTORY STREET TO INCORPORATE ULTIMATE WESTBOUND TRAVEL LANE-

PHASE 2A

PEARL STREET EASTBOUND (APPROX. STA. 103+90)

IMPLEMENT STOP CONDITION ON THE SLIP RAMP FROM CHESTNUT STREET SOUTHBOUND TO W. -

WATER STREET SOUTHBOUND AND FACTORY STREET EASTBOUND

AT THE FACTORY STREET / WATER STREET INTERSECTION, IMPLEMENT STOP CONDITION FOR -

REMOVE TRIANGLE ISLAND AT STA. 104+90 AND CONSTRUCT ROADWAY-

REDUCE WALNUT STREET TO SINGLE NORTHBOUND LANE FROM STA. 300+60 TO STA. 302+60-

302+60

REDUCE W. PEARL STREET TO SINGLE EASTBOUND/NORTHBOUND LANE FROM STA. 103+00 TO STA. -

REDUCE CENTRAL STREET TO SINGLE EASTBOUND LANE FROM STA. 101+41 TO STA. 102+25-

PHASE 1

PERFORMED

COMPLETE ANY MINOR SIGNAGE, STRIPING, AND OTHER MISCELLANEOUS WORK NOT YET -

PHASE 4B

INSTALL DECORATIVE BARRIER FROM STA. 104+11 TO STA. 302+98 AS SHOWN ON PLANS-

INSTALL INTERSECTION SIGNAGE AS SHOWN ON PLANS-

INTERSECTION

IMPLEMENT STOP CONDITION ON W. PEARL STREET APPROACH TO WALNUT STREET -

FROM STA. 103+90 TO 104+87, SHIFT W. PEARL STREET TRAFFIC TO ULTIMATE LOCATION-

PHASE 4A

INTERSECTION

COMPLETE REMAINDER OF SIGNAL MODIFICATIONS AT MAIN STREET / W. PEARL STREET -

RE-OPEN W. PEARL STREET WITH NEW EASTBOUND TRAFFIC FLOW-

ACTIVATE SIGNAL HEADS FACING W. PEARL STREET INSTALLED IN PHASE 2B-

AND ELM STREET

COMPLETE MODIFICATIONS TO FLASHING BEACON AT INTERSECTION OF W. PEARL STREET -

REMOVE MAIN STREET NORTHBOUND LEFT-TURN LANE AT W. PEARL STREET INTERSECTION-

REVISE SIGNAGE ALONG W. PEARL STREET TO REFLECT ONE-WAY EASTBOUND TRAFFIC FLOW-

STREET INTERSECTION

UNCOVER SIGNS INSTALLED DURING PHASE 2B ON W. PEARL STREET APPROACH TO MAIN -

INTERSECTION

INSTALL PAVEMENT MARKINGS ON W. PEARL STREET APPROACH TO MAIN STREET -

COLD PLANE AND PAVE ELM STREET TO WALNUT STREET (ADD ALT. #2 - IF INCORPORATED)-

COLD PLANE AND PAVE ELM STREET TO MAIN STREET (ADD ALT. #1 - IF INCORPORATED)-

STREET AND MAIN STREET

USING SHORT TERM CLOSURES (RE-OPENED NIGHTLY) OF W. PEARL STREET BETWEEN WALNUT -

PHASE 3

DRIVEWAYS

BUILDINGS

FOUNDATION

STEPS AND WALK

INTERMITTENT WATER COURSE

SHORE LINE

BRUSH OR WOODS LINE

TREES (PLANS)

HEDGE

WELL

SEPTIC TANK

LEACH FIELD

GAS PUMP

FUEL TANK (ABOVE GROUND)

GRAVE

ROCK OUTCROP

ORIGINAL GROUND

(TYPICALS & SECTIONS ONLY)

(TYPICALS)

ROCK LINE

STONE WALL

RETAINING WALL (LABEL TYPE)

SIGNS

MAILBOX

(label type)

(label type) river/stream

(deciduous) (coniferous) (stump)

(double post)

(single post)

(label type)

SATELLITE DISH ANTENNA

DELINEATED WETLAND

BORING LOCATION

TEST PIT

CONSTRUCTION BASELINE

PC, PT, POT (ON CONST BASELINE)

PI (IN CONSTRUCTION BASELINES)

INTERSECTION OR EQUATION OF

TWO LINES

ORIGINAL GROUND LINE

(PROFILES AND CROSS-SECTIONS)

PROFILE GRADE LINE

(PROFILES AND CROSS-SECTIONS)

SLOPE LINE (FILL)

SLOPE LINE (CUT)

ORIGINAL GROUND ELEVATION (LEFT)

FINISHED GRADE ELEVATION (RIGHT)

INTERSTATE NUMBERED HIGHWAY

UNITED STATES NUMBERED HIGHWAY

STATE NUMBERED HIGHWAY

PROFILES AND CROSS SECTIONS:

(label surface type) pond

(label size & type)

FLAG POLE

ENGINEERING

SLOPE LINE

.1

.5

CLEARING LINE

EDGE OF PAVEMENT

TRAVELED WAY

ROADWAY

PROPOSED

roadway existing outside slope lines)

(pavement removed be removed)

(building to of building)

(label house or type water body) (label name of leach retained ground)

(points toward

VENT PIPE

PHONE

TIDAL BUFFER ZONE

ORDINARY HIGH WATER

SPECIAL AQUATIC SITE

TOP OF BANK

TOP OF BANK & ORDINARY HIGH WATER

VERNAL POOL

INVASIVE SPECIES

SLOPE LINE

CLEARING LINE

31 32

GENERAL

STORAGE TANK FILLER CAP

PUB2E

cgr

JERSEY BARRIER

WATER FRONT BUFFER

NATURAL WOODLAND BUFFER

POTENTIAL WET AREA SYMBOL

MONITORING WELL

II

I.S.

I

I.S.

INVASIVE SPECIES LABEL

PRIME WETLAND

WETLAND DESIGNATION AND TYPE

BRIDGE CROSSINGS

TREE OR STUMP (CROSS-SECTIONS)

(show station, circumference in feet & type) existing PROPOSED

500 YEAR FLOODPLAIN BOUNDARY

100 YEAR FLOODPLAIN BOUNDARY

FLOODPLAIN / FLOODWAY

FLOODWAY

GROUND LIGHT/LAMP POST

FENCE (LABEL TYPE)

CURB (LABEL TYPE)

30STREAM OVERPASS

NON-JURISDICTIONAL DRAINAGE AREA

COWARDIN DISTINCTION LINE

PRIME WETLAND 100' BUFFER

WIDTH AT BANK FULL

MEAN HIGH WATER

MEAN LOW WATER

DEVELOPED TIDAL BUFFER ZONE

REFERENCE LINE

SHORELAND - WETLAND

GUARDRAIL (label type) bgr

NORMAL HIGH WATER

HIGHEST OBSERVABLE TIDE LINE

PROTECTED SHORELAND

mb vp s ft fc gp da gl lp ph w mon w fp

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SHEET, DATED 02-25-2022, AND HAS NOT BEEN ALTERED.

INFORMATION ON THIS SHEET TAKEN FROM NHDOT STANDARD SYMBOL 1.

NOTE

gr

TELEPHONE POLE

POWER POLE

JOINT OCCUPANCY

MISCELLANEOUS/UNKNOWN POLE

POLE STATUS:

AS APPLICABLE e.g.:

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

(plot point at face not center of symbol)

RIGHT-OF-WAY LINE

PROPERTY LINE

TOWN LINE

COUNTY LINE

STATE LINE

BOUND

DRILL HOLE IN ROCK

NATIONAL FOREST

(label type)

BOW

CONCORD

COOS

GRAFTON

MAINE

IRON PIPE OR PIN

NHDOT PROJECT MARKER

PEDESTAL WITH PEDESTRIAN SIGNAL

HEADS AND PUSH BUTTON UNIT

CONTROLLER CABINET

METER PEDESTAL

PULL BOX

LOOP DETECTOR (QUADRUPOLE)

LOOP DETECTOR (RECTANGULAR)

(label size)

(label size)

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

MAST ARM

OPTICOM RECEIVER

OPTICOM STROBE

MANHOLE

CATCH BASIN

DROP INLET

DRAINAGE PIPE (existing)

EROSION CONTROL/ STONE

SLOPE PROTECTION

(existing)

DRAINAGE

BOUNDARIES / RIGHT-OF-WAY

UTILITIES

(PROPOSED)

RCP

DRAINAGE PIPE (PROPOSED)

HEADER (existing & PROPOSED)

REMOVE, LEAVE, PROPOSED, OR TEMPORARY

END SECTION (existing & PROPOSED)

OPEN DITCH (PROPOSED)

SEWER

TELEPHONE

ELECTRICAL

GAS

30' MA

NEW HAMPSHIRE

TOWN LINE MONUMENT

STATE LINE/

of flow direction show & type)

(label size

& type)

(label size

W/ FLUSHING BASIN

UNDERDRAIN (PROPOSED)

MANHOLES

TRAFFIC SIGNAL

RR RIGHT-OF-WAY LINE

PROPERTY LINE (COMMON OWNER)

TAX MAP AND LOT NUMBER

protection)

(with stone outlet

±6.80 Ac.

1642/341 note if abandoned) label size, type and

(on existing lines

UNDERGROUND UTILITIES

W/ FLUSHING BASIN

UNDERDRAIN (existing)

L P+04

25.0'

R T+04

25.0'

)�(NOTE ANGLE FROM

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

LIGHTING NOTE

EROSION CONTROL NOTE

A

A

A

A

CONSTRUCTION NOTES

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

SIGNAL CONDUIT

PROPOSEDexisting PROPOSEDexisting

1TRAFFIC SIGNAL NOTE

UNKNOWN

TRAFFIC SIGNALS / ITS

ITS NOTE

FIBER OPTIC DELINEATOR

VARIABLE SPEED LIMIT SIGN

DYNAMIC MESSAGE SIGN

FIBER OPTIC SPLICE VAULT

ROAD AND WEATHER INFO SYSTEM

CAMERA POLE (CCTV)

ITS EQUIPMENT CABINET

CONSERVATION LAND

OVERHEAD WIRE

(label type) cb di m h d fb

MOTOR VEHICLE DETECTION SYSTEM (MVDS)

wso hy d m h g m h s m h e m h u m h t

W

SO

SO

G

H Y D ip dh bnd

S/L T/L jb JB

VS F

FODfod s v f

ITSits cc CC mp MP pb PB g os

M H S

M H T

M H E

M H G

WATER

M H W

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T a n n e r.

e le c tr o n ic a ll y fo r a n y o th e r p u rp o s e t h a n t h is p ro je c t, w it h o u t re ro d u c e d d is s e m in a te d o r tr a n s fe rr e d i n a n y m a n n e r, i n c lu d re m a in t h e p ro p e rt y o f H o y le

T a n n r.

It m a y n o t b e u s e d

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SHEET, DATED 02-25-2022, AND HAS NOT BEEN ALTERED.

INFORMATION ON THIS SHEET TAKEN FROM NHDOT STANDARD SYMBOL 1.

NOTE

m h

STA. 402+84 TO 408+29

FACTORY STREET

NOT TO SCALE

Baseline of Construction e p e x i s t e p e x i s t

SIDEWALK (TYP)

GRANITE CURB &

MAINTAIN EXISTING

TRAFFIC FLOW

EXISTING VEHICULAR

TRAFFIC FLOW

PROPOSED VEHICULAR

GENERAL NOTES

STA. 101+41 TO 104+41

CENTRAL STREET/W. PEARL STREET

NOT TO SCALE

Baseline of Construction e p e x i s t e p e x i s t

SIDEWALK (TYP.)

GRANITE CURB &

MAINTAIN EXISTING

TRAFFIC FLOW

EXISTING VEHICULAR

TRAFFIC FLOW

PROPOSED VEHICULAR

GENERAL NOTES

STA. 104+41 TO 105+75

W. PEARL STREET

NOT TO SCALE

Baseline of Construction e p e x i s t e p e x i s t

SIDEWALK (TYP.)

GRANITE CURB &

MAINTAIN EXISTING

TRAFFIC FLOW

EXISTING VEHICULAR

TRAFFIC FLOW

PROPOSED VEHICULAR

GENERAL NOTES

1/2" WEARING COURSE, 0.085 TONS/SY1

)ADD ALT. #2STA. 105+75 TO 109+38 (

W. PEARL STREET

NOT TO SCALE

Baseline of Construction e p e x i s t e p e x i s t

SIDEWALK (TYP.)

GRANITE CURB &

MAINTAIN EXISTING

TRAFFIC FLOW

EXISTING VEHICULAR

TRAFFIC FLOW

PROPOSED VEHICULAR

GENERAL NOTES

SIDEWALK (TYP.)

GRANITE CURB &

MAINTAIN EXISTING

)ADD ALT. #1STA. 109+38 TO 113+61 (

W. PEARL STREET

NOT TO SCALE

Baseline of Construction e p e x i s t e p e x i s t

TRAFFIC FLOW

EXISTING VEHICULAR

TRAFFIC FLOW

PROPOSED VEHICULAR

GENERAL NOTES

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SIDEWALK

6.0'

SIDEWALK

5.5'-6.0'

PARKING/

8.0'-12.3'

TRAVEL LANE

11.0'-15.1'

TRAVEL LANE

11.3'-11.7'

AUXILLIARY LANE

EXIST.

MAINTAIN

EXIST.

MAINTAIN

PARKING/

8.0'-12.3'

TRAVEL LANE

11.0'-15.1'

TRAVEL LANE

11.3'-11.7'

AUXILLIARY LANE

EXIST. EXIST. EXIST. EXIST.EXIST.

PROP. PROP. PROP.

OTHERWISE NOTED ON PLANS OR APPROVED BY ENGINEER.

ALL EXISTING PAVEMENT SHALL BE MAINTAINED UNLESS 1.

SIDEWALK

5.5'-6.0'

BIKE

0'-4'

TRAVEL LANE

10.0'-12.0'

TRAVEL LANE

11.5'-13.0'

EXIST.

MAINTAIN

SIDEWALK

6.0'

EXIST.EXIST. EXIST. EXIST.

LANE

EXIST.

HATCHED SHOULDER

1.5'-8.5'

BIKE LANE

5.0'

TRAVEL LANE

11.5'-12.0'

PROP. PROP. PROP.

PLANS OR APPROVED BY ENGINEER.

ALL EXISTING PAVEMENT SHALL BE MAINTAINED UNLESS OTHERWISE NOTED ON 1.

SIDEWALK

5.5'-6.0'

BIKE

0'-4'

TRAVEL LANE

10.0'-12.0'

TRAVEL LANE

11.5'-13.0'

MATCH

SIDEWALK

6.0'

EXIST.EXIST. EXIST. EXIST.

LANE

EXIST.

HATCHED SHOULDER

1.5'-8.5'

BIKE LANE

5.0'

TRAVEL LANE

11.5'-12.0'

PROP. PROP. PROP.

HOT BITUMINOUS PAVEMENT COURSES.

ITEM 410.22 - ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN 2.

COURSES.

LONGITUDINAL JOINTS ASSOCIATED WITH THE HOT BITUMINOUS PAVEMENT

ITEM 403.16 - PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO ALL 1.

ITEM 417. - COLD PLANING BITUMINOUS SURFACES

MACHINE METHOD, HIGH STRENGTH

ITEM 403.11943 - HBP-1/2" SURFACE MIX,

SIDEWALK

6.5'-7.0'

ON-STREET PARKING

9.0'

TRAVEL LANE

17.0'-17.5'

ON-STREET PARKING

9.0'

SIDEWALK

6.5.'

EXIST.EXIST. EXIST. EXIST. EXIST.

ON-STREET PARKING

9.0'

TRAVEL LANE

17.0'-17.5'

ON-STREET PARKING

9.0'

PROP. PROP. PROP.

HOT BITUMINOUS PAVEMENT COURSES.

ITEM 410.22 - ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN 2.

COURSES.

1 1/2" WEARING COURSE, 0.085 TONS/SY

ITEM 403.11943 - HBP-1/2" SURFACE MIX, MACHINE METHOD, HIGH STRENGTH

EXIST.

MATCH

SIDEWALK

6.5'-7.0'

TRAVEL LANE

VARIES (13.5' - 14.5')

TRAVEL LANE

VARIES (11.5' - 15.5')

ON-STREET PARKING

8.0'

SIDEWALK

6.5.'

EXIST.EXIST. EXIST. EXIST. EXIST.

TRAVEL LANE

VARIES (MATCH EXIST.)

TRAVEL LANE

VARIES (MATCH EXIST.)

ON-STREET PARKING

8.0'

PROP. PROP. PROP.

HOT BITUMINOUS PAVEMENT COURSES.

ITEM 410.22 - ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN 2.

COURSES.

1 1/2" WEARING COURSE, 0.085 TONS/SY

ITEM 403.11943 - HBP-1/2" SURFACE MIX, MACHINE METHOD, HIGH STRENGTH

W

P e a r l

S t W a l n u t

S t

PLAN VIEW

SECTION A-A

ISLAND REMOVAL AND PAVING DETAIL

GENERAL NOTES

HIGH VISIBILITY CROSSWALK DETAIL

NOT TO SCALE

CATCH BASIN TEMPORARY SEDIMENT TRAPS

TEMPORARY EROSION AND SEDIMENT CONTROL.

SUBSIDIARY TO ITEM 699. - MISCELLANEAOUS

MAINTAINING, AND REMOVING FILTER SACKS SHALL BE

ALL COSTS ASSOCIATED WITH FURNISHING, INSTALLING, 6.

DEBRIS.

BAG BECOMES HALF FULL WITH SEDIMENT OR OTHER

THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE 5.

OVER THE OPENING OF THE INLET IS NOT APPROVED.

SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED 4.

WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE.

STORM EVENT. FILTER SHALL BE CLEANED IN A MANNER

ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A

DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM

THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED 3.

MANUFACTURER'S SPECS.

HIGH FLOW DESIGN (200 GAL/MIN/FT), AS PER THE

THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF 2.

CORRECT SIZE DEVICE FOR EACH INLET.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE 1.

NOTES:

SECTION VIEW BAG DETAIL

ISOMETRIC VIEW

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1.00' (TYP.)

WALNUT STREET EXISTING EDGE OF PAVEMENT

ITEM 628.2 - SAWCUT BITUMINOUS PAVEMENT (TYP.)

COLD PLANE & PAVE (SEE TYPICAL SECTIONS)

EDGE OF PAVEMENT

W. PEARL STREET EXISTING

ITEM 304.3 - CRUSHED GRAVEL (F)

SOIL)

EXCAVATION - CONTAMINATED

(ITEM 203.19 - COMMON

LANDSCAPING, AND MULCH

REMOVE EXISTING CURB,

"2

18"

ENGINEER

DIRECTED BY RESIDENT

ON W. PEARL STREET, AS

DRAIN TOWARD CATCH BASIN

SLOPE VARIES, GRADE TO

EXISTING ISLAND WIDTH VARIES (2.5' MIN., 26.0' MAX.)

" THICK (ITEM 403.11943)2

WEARING COURSE, 1

403.11023, PAID AS ITEM 430.12)

PAVEMENT (MAX. 2.5" PER LIFT) (CONFORMING TO ITEM

BINDER COURSE, MATCH DEPTH OF EXISTING ROADWAY

A A

PAVING LIMIT

AND BINDER COURSE

PROPOSED SAWCUT

(ITEM 615.033)

SIGN AND SALVAGE TO CITY

REMOVE "HELLENIC CIRCLE"

GRANITE CURB SIDEWALK

MAINTAIN EXISTING

ITEM 410.22 - ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED BETWEEN HOT BITUMINOUS PAVEMENT COURSES.3.

ITEM 403.16 - PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO ALL LONGITUDINAL JOINTS ASSOCIATED WITH THE HOT BITUMINOUS PAVEMENT COURSES.2.

COMPACT SUBGRADE (PAID AS ITEM 214.) PRIOR TO PLACING PAVEMENT COURSES.1.

FOR CLARITY - SEE GENERAL PLANS.

PROPOSED ROADWAY MARKINGS NOT SHOWN NOTE:

NOT TO SCALE

REMOVE

CONTAMINATED SOIL)

COMMON EXCAVATION-

CURBING(ITEM 203.19-

REMOVE EXISTING

FLOW DIRECTION

STORMWATER RUNOFF/

NOT TO SCALE

6" SSLW (T)

18" SSLW (T) (TYP.)

8'-0"

24" TO 30" *

TO AVOID PLACEMENT DIRECTLY IN THE WHEEL PATH.

UNIFORM FOR EACH INDIVIDUAL CROSSWALK BUT BE ADJUSTED

SPACING BETWEEN THE 18" SSLW (T) MARKINGS SHOULD BE *

INLET (TYP.)

REMOVAL FROM

1" REBAR FOR BAG

(TYP.)

DUMP STRAP

SILT SACK

PER SILT SACK)

DUMP STRAP (2

2" FLAT WASHERS)

(1/4" NYLON ROPE,

EXPANSION RESTRAINT

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A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

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I t m a y n o t b e u s e d

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A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

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S tr e n c h e s te r, N

H

T E

D E

S C

R

IP

T

IO

N R

E V

OF12 24

K

P R

O J E

C T

S \N a s h u a -N

H \2

-N a s h u a -N

H -W a ln u t-

O v a l\

-C

A D

D \0

-P la n s \2 s u rv p la n s .d g n

:4

:1

A

M

/1

/2

A

W A

L N

U T

S T

R E

E T

O V

A L

A

D V

A N

C E

D P

R O

J E

C T

D O

U C

E T

S U

R V

E Y

P L

A N

S

O

F

B Y

C H

K D

B

Y D

R W

PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

D E

S

IG

N E

D

D R

A W

N

N H

D O

T B

R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

D E

L N

A M

E

N A

S H

U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

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D o w

S tr e n c h e s te r, N

H

T E

D E

S C

R

IP

T

IO

N R

E V

OF13 24

K

P R

O J E

C T

S \N a s h u a -N

H \2

-N a s h u a -N

H -W a ln u t-

O v a l\

-C

A D

D \0

-P la n s \2 s u rv p la n s .d g n

:4

:3

A

M

/1

/2

A

W A

L N

U T

S T

R E

E T

O V

A L

A

D V

A N

C E

D P

R O

J E

C T

D O

U C

E T

S U

R V

E Y

P L

A N

S

O

F

B Y

C H

K D

B

Y D

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PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

D E

S

IG

N E

D

D R

A W

N

N H

D O

T B

R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

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A M

E

N A

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U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

c o m

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S tr e n c h e s te r, N

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T E

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IP

T

IO

N R

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OF14 24

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P R

O J E

C T

S \N a s h u a -N

H \2

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H -W a ln u t-

O v a l\

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A D

D \0

-P la n s \2 s u rv p la n s .d g n

:4

:4

A

M

/1

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W A

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A

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A N

C E

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J E

C T

D O

U C

E T

S U

R V

E Y

P L

A N

S

O

F

B Y

C H

K D

B

Y D

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PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

D E

S

IG

N E

D

D R

A W

N

N H

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T B

R

ID

G E

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F

IL

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E

A S

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S C

A L

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T E

M O

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U A

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H A

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IR

E

C

IT

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H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

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S tr e n c h e s te r, N

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P R

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S \N a s h u a -N

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H -W a ln u t-

O v a l\

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A D

D \0

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A

M

/1

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W A

L N

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A

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A N

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J E

C T

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E T

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P L

A N

S

O

F

B Y

C H

K D

B

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PROJECT NO.

SHEET NO.

A U

G U

S T

C H

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K E

D

D E

S

IG

N E

D

D R

A W

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G E

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IL

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H A

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IR

E

C

IT

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A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

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PROJECT NO.

SHEET NO.

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IG

N E

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A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

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B Y

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PROJECT NO.

SHEET NO.

A U

G U

S T

C H

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K E

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JF

M

S

S B

H

B E

L

D E

S

IG

N E

D

D R

A W

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A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

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c o m

D o w

S tr e n c h e s te r, N

H

21.902606.10

SHEET

8/21/2025

"LANE WARNING"

GM

B U I

L D I

N G

"XWALK"

.C.R.D. BK. 8017 PG. 15

NASHUA, NH 03064

4-B BEACON STREET

-18 CENTRAL STREET, LLC

TAX MAP 83 LOT 14

H.C.R.D. BK. 9574 PG. 1921

NASHUA, NH 03060

129 PEARL STREET

PROPERTIES, LLC

KATIS FAMILY INVESTMENT

TAX MAP 80 LOT 94

H.C.R.D. BK. 9770 PG. 2259

WINDHAM, NH 03087

P.O.BOX 636

CHESTNUT DOWNTOWNER, LLC

TAX MAP 81 LOT 58

H.C.R.D. BK. 6827 PG. 590

BRAINTREE, MA 02184

35 BRAINTREE HILL PARK, STE 401

C/O SCOTT I. WOLF

56 WALNUT STREET, INC

TAX MAP 79 LOT 72

H.C.R.D. BK. 8953 PG. 2782

NASHUA, NH 03060

129 WEST PEARL STREET

& NASHUA WALLPAPER CO, INC

KATIS FAMILY INVESTMENT PROP, LLC

TAX MAP 79 LOT 48

H

C

R

B K

P

G

N A S

H U

H

W

L N

U T

S

T R

E E

T

W A

L N

U T

S

H U

L

C

T

X

P

O

T

H.C.R.D. BK. 9257 PG. 2037

HUDSON, NH 03051

2 SPEARE ROAD

TEES DRUSILLAM

HARRY C. PETERSJR &

THE PETERS FAMILY REV TRUST

TAX MAP 79 LOT 103

OVER NIGHT"

PARKING

"PERMIT

PYLON SIGN

"YOKOHAMA"

H.C.R.D. BK. 7151 PG. 558

BRAINTREE, MA 02184

35 BRAINTREE HILL PARK, STE 401

C/O SCOTT I. WOLF

136 WEST PEARL STREET, INC

TAX MAP 79 LOT 73

TURN

NO RIGHT

"STOP"/

"HELLENIC CIRCLE"

"YIELD"

H.C.R.D BK. 8953 PG. 2782

NASHUA, NH 03060

129 WEST PEARL STREET

& NASHUA WALLPAPER CO, INC

KATIS FAMILY INVESTMENT PROP, LLC

TAX MAP 79 LOT 39

bnd bnd ip bnd bnd b n d bnd bnd bnd ip bnd bnd bnd

BUILDING

"YIELD"

BUILDING

BUILDING

H.C.R.D. BK. 9070 PG. 2213

NASHUA, NH 03060

29 CHESTNUT STREET

NISARG, LLC

TAX MAP 83 LOT 12

BUILDING

wg cb cb m h d cb cb cb cb gos wg cb m h s m h s cb cb cb cb cb cb m h d gos m h s m h s wg m h s cb cb wso gos gos m h t m h t wg cb cb wg wg cb gos m h s m h d wg wg wg cb cb m h d cb cb m h s cb cb an an an em an an pm pm pm wg pmlp an an cb

"STOP"

CHESTNUT ST"

NO LEFT TURN/

"STOP/

PARKING"

"15 MIN.

wg wso wg wg

"YIELD"

PROPERTY"

"PRIVATE

3-WAY"

"STOP/

3-WAY"

STOP/

"ONE WAY/

m h d post post h yd an lp

PARKING"

"15 MIN

"XWALK"

"STOP"

RIGHT TURN YIELD"

STOP/

"ONE WAY/

W16-15P & R1-1

HIGH VIS. FLAGS (SUBSID.)

W16-15P, R6-1(L), R1-1, R1-3P, &

SALVAGE TO CITY

REMOVE AND

REMOVE

R6-1(R), R1-3P

REMOVE

W23-2

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

REMOVE

RETAIN

RETAIN

RETAIN

4" SSLW

4" SSLW

4" SSLW SPACING (TYP.)

4" SSLW @ 2'-0"

4" SSLW

18" SSLW (T)

RETAIN

RETAIN

REMOVE

R1-3P

(SUBSID.)

FLAGS

R1-1, R1-3P, & HIGH VIS.

FACING EB TRAFFIC: W16-15P,

FACING NB TRAFFIC: R6-1(R)

4" SSLW

RETAIN

RETAIN

4" SSLW

52'R

(FACE OF BARRIER)

STA. 104+24.2, LT. 24.6'

(FACE OF BARRIER)

STA. 104+42.5, LT. 3.0'

R=89'

CONSTRUCT ROADWAY (SEE DETAIL)

REMOVE CURBED ISLAND &

+94

+59

S S

L W

+37

18" SSLW (T)

W23-2

W. Pearl Street

Central Street

C h e s t n u t

S t r e e t

W a l n u t

S t r e e t

W a l n u t

S t r e e t

School Street

R6-1(L)

18" SSLW (T)

MARKINGS (SEE DETAIL)

HIGH VISIBILITY CROSSWALK

6" SSLW (T)

+43

BARRIER (CITY-SUPPLIED)

ITEM 606.4180 - DECORATIVE

(FACE OF BARRIER)

STA. 302+63.3, LT. 10.1'

(FACE OF BARRIER)

STA. 302+97.8, LT. 19.0'

(SEE NOTE 6)

PAVE 1.5" DEEP (TYP.)

LIMIT OF COLD PLANE &

(SEE NOTE 7)

PAVEMENT LIMITS

ADD ALTERNATE #2

"PARKING RIGHT"

DIRECTED BY ENGINEER

WALNUT & HIGH STREET, AS

RELOCATE TO CORNER OF

NO PARKING TO CORNER

HANDICAP PARKING /

TRAFFIC"

"NO THRU

MEMORIAL PARKWAY"

"TO VETERANS

ONE WAY"

STOP/

"WALNUT ST/

ONE WAY"

"SCHOOL ST/

M A

T C

G E

N E

R A

L

P

L A

F

G R I

D

SCALE IN FEET

20 0 4020

REPAVED AREA SHALL BE ADJUSTED AS INDICATED IN THE TYPICAL DRAINAGE AND UTILTY STRUCTURE ADJUSTMENT LEGEND.

WITHIN THE STRUCTURES PAVEMENT MARKINGS AND RESTORE IN KIND UNLESS OTHERWISE SHOWN OR DIRECTED BY ENGINEER. DRAINAGE AND UTILTY

PERFORM COLD PLANING AND PAVING 1.5" DEEP AS SHOWN ON TYPICAL SECTIONS. CONTRACTOR TO DOCUMENT EXISTING ADD ALTERNATE #2:7.

SHALL BE ADJUSTED AS INDICATED IN THE TYPICAL DRAINAGE AND UTILTY STRUCTURE ADJUSTMENT LEGEND.

PERFORM COLD PLANING AND PAVING 1.5" DEEP AS SHOWN ON TYPICAL SECTIONS. DRAINAGE AND UTILTY STRUCTURES WITHIN THE REPAVED AREA 6.

5. PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING LIMITS TO OVERLAP EXISTING MARKINGS DISTURBED BY CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE CITY OF NASHUA WHEN LAYOUT IS COMPLETE.

SHALL NOTIFY THE CITY OF NASHUA AT LEAST TWO WEEKS IN ADVANCE OF SCHEDULED FINAL PAVEMENT MARKING OPERATIONS. IN ADDITION, THE

4. CITY OF NASHUA WILL REVIEW ALL CONTRACTOR PAVEMENT MARKING LAYOUTS PRIOR TO FINAL PAVEMENT MARKING OPERATIONS. THE CONTRACTOR

THERMOPLASTIC.NOTED WITH (T) SHALL BE

3. ALL SYMBOLS, WORDS, TRANSVERSE MARKINGS (STOP BARS, CROSSWALK LINES, AND RAILROAD SYMBOLS), LANE LINES, AND ALL OTHER MARKING

HATCHING.IDENTIFIED BY

MARKINGS SHALL BE PERFORMED USING OBLITERATION ITEMS 632.911 AND 632.92, AS APPROPRIATE. OBLITERATION LINES/AREAS ARE

EXISTING PAVEMENT SHALL BE MAINTAINED UNLESS OTHERWISE NOTED ON PLANS OR APPROVED BY ENGINEER. REMOVAL OF EXISTING PAVEMENT 2.

BY ENGINEER.

RETAIN EXISTING PAVEMENT MARKINGS, INCLUDING LANE LINES, CROSSWALKS, AND STOP BARS, UNLESS OTHERWISE NOTED ON PLANS OR APPROVED 1.

GENERAL NOTES:

(T) USED FOLLOWING LINE TYPE CALLOUT TO DESIGNATE THERMOPLASTIC

LINE WIDTH LABELED AHEAD OF LINE TYPE CALLOUT (4", 6", 8", 12", OR 18")

DSLY = DOUBLE SOLID LINE YELLOW (DOUBLE YELLOW CENTERLINE)

SSLY = SINGLE SOLID LINE YELLOW

SBLW = SINGLE BROKEN LINE WHITE

SSLW = SINGLE SOLID LINE WHITE

PAVEMENT MARKING LEGEND

m h s

STRUCTURE ADJUSTMENT LEGEND

TYPICAL DRAINAGE AND UTILITY

m h t m h d cbdi wg wso g os

ITEM 604.4

ITEM 604.52

ITEM 604.51

ADJ. (BY OTHERS)

ADJ. (BY OTHERS)

ADJ. (BY OTHERS)

RETAIN

REMOVE

15.2'

10.0'

2.0'

6.0'

2.0'

5.0'

N '4

.1

W

N48°58'02.7"E

N71°32'29.3"E

69.42'L =

LT175.00'R =

100+94.98PI =

CENTRAL-W PEARL STREET

CURVE NO. 1

208.82'L =

RT530.00'R =

104+53.37PI =

CENTRAL-W PEARL STREET

CURVE NO. 2

PT 105+49.05

CURVE NO. 1

CURVE NO. 2

102 103

P

.4

.8

5.0'

12.0'

5.0'

6.4'

3.0'

3.0'

11.9'

T E

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PROJECT NO.

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R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

D E

L N

A M

E

N A

S H

U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

c o m

D o w

S tr e n c h e s te r, N

H

21.902606.10

SHEET

8/21/2025

H.C.R.D. BK. 7965 PG. 2828

MATOON, IL 61938

2116 SOUTH 17TH STREET

C/O TAX DEPT

NORTHERN NE TELEPHONE LLC

TAX MAP 79 LOT 68

H.C.R.D BK. 8953 PG. 2782

NASHUA, NH 03060

129 WEST PEARL STREET

& NASHUA WALLPAPER CO, INC

KATIS FAMILY INVESTMENT PROP, LLC

TAX MAP 79 LOT 36

H.C.R.D. BK. **** PG. ****

MANCHESTER, NH 03103

40 PINE STREET

& RYAN CLOUTHIER

WEST PEARL STREET CONDO'S

TAX MAP 79 LOT 36

H.C.R.D BK. 8953 PG. 2782

NASHUA, NH 03060

129 WEST PEARL STREET

& NASHUA WALLPAPER CO, INC

KATIS FAMILY INVESTMENT PROP, LLC

TAX MAP 79 LOT 39

H.C.R.D. BK. 9692 PG. 927

NASHUA, NH 03064

7 CONCORD STREET

THE FRONT DOOR AGENCY, INC

TAX MAP 79 LOT 36

H.C.R.D. BK. 9526 PG. 2090

MELBOURNE, FL 32935

1290 W. EAU GALLIE BOULEVARD

NASHUA APARTMENT VENTURES, LLC

H.C.R.D. BK. 1802 PG. 281

NASHUA, NH 03060

229 MAIN STREET

H.C.R.D. BK. 8953 PG. 2782

NASHUA, NH 03060

129 WEST PEARL STREET

& NASHUA WALLPAPER CO, INC

TIS FAMILY INVESTMENT PROP, LLC

"PARKING RIGHT"

BUILDINGBUILDING

wg cb m h t m h s pmpmpm p m p m p m wso m h s lplp lp

BUILDING

B U I

L D I

N G lp m h s w g w g c b w g m h t m h t

R6-1(R)

W16-15P &

FACING WEST: D3-1(ELM), I3-6, M6-1P

FACING SOUTH: R6-2(R)

RELOCATE

REMOVE

RETAIN

ADJUST ANGLE (SUBSID.)

REMOVE

RETAIN

REMOVE AND SALVAGE

RELOCATE

REMOVE

RETAIN

AND SALVAGE

REMOVE

RETAIN

W23-2

W. Pearl Street

E l m

S t r e e t

Garden Street

109+90, RT

RELOCATE TO STA.

FROM 106+55, LT

"PARKING RIGHT' RELOCATED

NORTHBOUND APPROACH. (ITEM 616.29101)

FLASHING RED INDICATION FACING

FACING EASTBOUND APPROACH. MAINTAIN

WESTBOUND APPROACH AND RE-ATTACH

FLASHING YELLOW INDICATION FACING

MODIFY FLASHING BEACON. REMOVE

(SEE NOTE 2)

PAVEMENT LIMITS

ADD ALTERNATE #2

(SEE NOTE 1)

PAVEMENT LIMITS

ADD ALTERNATE #1

pmlppm pm pm pm pm pm lp lp lp pm pm pmlp lp lp lp cb

"RICHARD LAROSE WAY"

"NO PARKING TO CORNER"

"INTERCITY BUS TERMINAL"

"ELM ST"/

PARKING LEFT "ONE WAY"

"STOP"/

NO PARKING ANY TIME"

"ONE WAY/

CONVEX MIRROR/

PARKING LEFT

"NO PARKING"

"NO PARKING"

wg wg wso wg m h s m h s wg g os g os g os g os g osg os hyd wg g os di cb g oswg wg wg g os wgwg

M A

T C

H T

O G

E N

R E

A L

P L

A N

O

F

M A

T C

H T

O G

E N

E R

A L

P L

A N

O

F

G R I

D

SCALE IN FEET

20 0 4020

REPAVED AREA SHALL BE ADJUSTED AS INDICATED IN THE TYPICAL DRAINAGE AND UTILTY STRUCTURE ADJUSTMENT LEGEND.

WITHIN THE STRUCTURES PAVEMENT MARKINGS AND RESTORE IN KIND UNLESS OTHERWISE SHOWN OR DIRECTED BY ENGINEER. DRAINAGE AND UTILTY

PERFORM COLD PLANING AND PAVING 1.5" DEEP AS SHOWN ON TYPICAL SECTIONS. CONTRACTOR TO DOCUMENT EXISTING ADD ALTERNATE #2:2.

REPAVED AREA SHALL BE ADJUSTED AS INDICATED IN THE TYPICAL DRAINAGE AND UTILTY STRUCTURE ADJUSTMENT LEGEND.

WITHIN THE STRUCTURES PAVEMENT MARKINGS AND RESTORE IN KIND UNLESS OTHERWISE SHOWN OR DIRECTED BY ENGINEER. DRAINAGE AND UTILTY

PERFORM COLD PLANING AND PAVING 1.5" DEEP AS SHOWN ON TYPICAL SECTIONS. CONTRACTOR TO DOCUMENT EXISTING ADD ALTERNATE #1:1.

GENERAL NOTES:

(SEE NOTE 2)

ADD ALT. #2

(SEE NOTE 1)

ADD ALT. #1

110107 108 109 111 112

N70°26'44.7"E

P I

N71°32'29.3"E postpost postpost post postpost

(3)MB

E. PEARL ST"

"MAIN ST/

USPS

MB

H.C.R.D. BK. 850 PG. 626

NASHUA, NH 03060

MASONIC BLDG STREET

196 MAIN STREET

TRUSTEES NEW HAMPSHIRE CONSIST

TAX MAP 32 LOT 39

BUILDING

TAX MAP 79 LOT 20

FOKAS, WILLIAM J. REV TRUST

FOKAS, WILLIAM J. TRUSTEE

185 MAIN STREET

NASHUA, NH 03060

H.C.R.D BK. 9070 PG. 205

TAX MAP 33 LOT 112

170-186 LIMITED PARTNERSHIP

7D TAGGART DRIVE

NASHUA, NH 03060

H.C.R.D BK. 5827 PG. 633

TAX MAP 33 LOT 114

BAR HARBOR BANK & TRUST

135 HIGH STREET

P.O.BOX 1089

ELLSWORTH, ME 04605

H.C.R.D BK. 8514 PG. 775

TAX MAP 79 LOT 27

NASHUA TREMONT HOUSE, LLC

& PARSONS VENTURES

6 MT LAURELS DRIVE

NASHUA, NH 03062

H.C.R.D. BK. 9224 PG. 822

TAX MAP 32 LOT 19

MASONIC BUILDING ASSOCIATION

196 MAINT STREET

NASHUA, NH 03060

H.C.R.D. BK. 500 PG. 297

TAX MAP 32 LOT 20

ALVIN R. BONNETTE REVOCABLE TRUST

40 THORNTON ROAD WEST

MERRIMACK, NH 03054

H.C.R.D. BK. 9722 PG. 2274

TAX MAP 81 LOT 3

NPAC CORP

C/O DEBORAH NOVOTNY,

ENTERPRISE BANK

493 AMHERST STREET

NASHUA, NH 03060

H.C.R.D. BK. 9397 PG. 1477

TAX MAP 81 LOT 4

BUCKLEY-MAIN, LLC

4 TODDY BROOK ROAD

HOLLIS, NH 03049

H.C.R.D. BK. 8733 PG. 2883

TAX MAP 81 LOT 6

SABOR REALTY GROUP, LLC

17 ELNATHANS WAY

HOLLIS, NH 03049

H.C.R.D. BK. 8710 PG. 1127

TAX MAP 81 LOT 7

P&P 221 MAIN, LLC

P.O. BOX 3482

NASHUA, NH 03061

H.C.R.D. BK. 8844 PG. 331

TAX MAP 32 LOT 18

TRUSTEES NEW HAMPSHIRE CONSIST

196 MAIN STREET

MASONIC BLDG STREET

NASHUA, NH 03060

H.C.R.D. BK. 837 PG. 340

TAX MAP 32 LOT 14

CHURCH OF GOOD SHEPHERD

P.O. BOX 412

NASHUA, NH 03061

H.C.R.D. BK. 435 PG. 26

CC

CC

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

an pm hyd lppm

W. PEARL ST"

"MAIN ST/

"NO RIGHT ON RED 7-7

DO NOT ENTER/

"ONE WAY/

cb cb m h s m h d wg wg m h t wg cb wg cb cb wg cb wg wg wg cb m h t wg cb cb pm lp pm lp pm pm m h d wg wso m h t cb m h s wg wg cb wg m h t pb pb p b wg pb m h w wg m h t wg m h d wg wg pb wg m h w wg m h s m h s m h d m h d m h d post lp lp lp pb g os m h t m h s pm lp lp lp pm wso wso

BUILDINGpm hyd hyd

H.C.R.D. BK. 9655 PG. 2505

HOLLIS, NH 03049

17 ELNATHANS WAY

C/O NOURY, PETER

SABOR REALTY GROUP, LLC

TAX MAP 81 LOT 5

FACING EB TRAFFIC: R10-11B(MOD)

FACING WB TRAFFIC: W16-15P & R5-1

FACING SB TRAFFIC: R6-1(L)

FACING NB TRAFFIC: R6-1(R)

FACING WB TRAFFIC: W16-15P & R5-1

4" DSLY

18" SSLW (T)

RETAIN

S

S L

W

T

+36

+36

R5-1

W

P e a l

S r e e t

Main Street

E

P e a r l

S t r e e t

Main Street

6" SSLW (T)

LIMITS (SEE NOTE 1)

ADD ALTERNATE #1 PAVEMENT

lp

D A

T E

D E

S C

R

IP

T

IO

N R

E V

OF19 24

K

P

R O

J E

C T

S \N a s h u a -N

H \2

-N a s h u a -N

H -W a ln u t-

O v a l\

-C

A D

D \0

-P la n s \2 g e n p la n s .d g n

:4

:5

A

M

/1

/2

A

W A

L N

U T

S T

R E

E T

O V

A L

A

D V

A N

C E

D P

R O

J E

C T

G E

N E

R A

L P

L A

N S

O

F

B Y

C H

K D

B

Y D

R W

PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

JF

M

S

S B

H

B E

L

D E

S

IG

N E

D

D R

A W

N

N H

D O

T B

R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

D E

L N

A M

E

N A

S H

U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

c o m

D o w

S tr e n c h e s te r, N

H

21.902606.10

SHEET

8/21/2025

MATCH TO GENREAL PLAN 2 OF 5

M A

T

N E

R

A

GRID

SCALE IN FEET

20 0 4020

ADJUSTED AS INDICATED IN THE TYPICAL DRAINAGE AND UTILTY STRUCTURE ADJUSTMENT LEGEND.

OR DIRECTED BY ENGINEER. DRAINAGE AND UTILTY STRUCTURES WITHIN THE REPAVED AREA SHALL BE

CONTRACTOR TO DOCUMENT EXISTING PAVEMENT MARKINGS AND RESTORE IN KIND UNLESS OTHERWISE SHOWN

PERFORM COLD PLANING AND PAVING 1.5" DEEP AS SHOWN ON TYPICAL SECTIONS. ADD ALTERNATE #1:1.

GENERAL NOTES:

501 502 503 504

N18°33'38.6"W

M A I

R E

E T

N

E

N

'2

E

N

'4

13.9' 15.4'

T E

D E

S C

R

IP

T

IO

N R

E V

OF20 24

K

P

R O

J E

C T

S \N a s h u a -N

H \2

-N a s h u a -N

H -W a ln u t-

O v a l\

-C

A D

D \0

-P la n s \2 g e n p la n s .d g n

:4

:5

A

M

/1

/2

A

W A

L N

U T

S T

R E

E T

O V

A L

A

D V

A N

C E

D P

R O

J E

C T

G E

N E

R A

L P

L A

N S

O

F

B Y

C H

K D

B

Y D

R W

PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

JF

M

S

S B

H

B E

L

D E

S

IG

N E

D

D R

A W

N

N H

D O

T B

R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

D E

L N

A M

E

N A

S H

U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

c o m

D o w

S tr e n c h e s te r, N

H

21.902606.10

SHEET

8/21/2025

(2)USPS MB

"HP"

NO RIGHT ON RED 7-7"

DO NOT ENTER/

"ONE WAY/

CC

CC

NO RIGHT TURN

FACTORY ST"/

"MAIN ST/

MAIN STREET

TAX MAP 79 LOT 2

143-157 MAIN STREET, LLC

14 SARAH STREET

BURLINGTON, MA 01803

H.C.R.D. BK. 8922 PG. 1436

TAX MAP 78 LOT 1

LEVANT REALTY, LLC

ALEXANDER S. BUCHANAN, PLLC

30 TEMPLE STREET

NASHUA, NH 03060

H.C.R.D. BK. 9323 PG. 57

TAX MAP 33 LOT 91

WHITING BUILDING, LLC

75 CONCORD STREET

NASHUA, NH 03064

H.C.R.D. BK. 9272 PG. 1886TAX MAP 33 LOT 12

146 LOFTS, LLC

25 MOSSWOOD CIRCLE

AMHERST, NH 03031

H.C.R.D. BK. 9617 PG. 2004

TAX MAP 33 LOT 11

MAIN STREET METHODIST CHURCH

154 MAIN STREET

NASHUA, NH 03060

H.C.R.D. BK. 1670 PG. 372

BUILDING

BUILDING

BUILDING

BUILDING

hyd postpm lp lp lp pm

TEMPLE ST"

"MAIN ST/

MECHANIC STREET

"STOP"

H.C.R.D. BK. 8810 PG. 1457

NASHUA, NH 03060

169-173 MAIN STREET

SCONTSAS, JOAN J. TRUSTEE

SCONTSAS, JOAN J. REV TRUST

H.C.R.D. BK. 9727 PG. 876

NASHUA, NH 03060

169 MAIN STREET

SCONTSAS, JOAN J. TRUSTEE

THE JOAN J. SCONTSAS REV TRUST OF 2015

TAX MAP 79 LOT 14

H.C.R.D. BK. 8810 PG. 1460

NASHUA, NH 03060

169-173 MAIN STREET

SCONTSAS, JOAN J. TRUSTEE

SCONTSAS, JOAN J. REV TRUST

TAX MAP 79 LOT 15

HIGH ST"

"MAIN ST/

m h s m h u cb m h t m h t cb m h t m h s wg wg wg wg m h w wg m h s pb wso pbwgcb wg wg wg wg wg cb an pm wg em g os wso wso m h s cb lp pm lp lp lp wg g os w g m h s pm pm wg

F A

C T

O R

Y

S

T R

E E

T

H I

G H

S

T R

E E

T m h t hyd hyd

T E

M P

L E

S

T R

E E

T lp

PARKING RIGHT

"NO RIGHT ON RED 7-7"/

INTERSECTION"

DO NOT BLOCK

DO NOT ENTER/

"ONE WAY/

lp

BUILDING

REMOVE

REMOVE

RETAIN

REMOVE

REMOVE

RETAIN

RETAIN

RETAIN

REMOVE

RETAIN

RETAIN

18" SSLW (T)

S

S L

W

T

D

S L

Y

18" SSLW (T)

4" SSLW (T)

4"

DSLY

+95

+30

H i g h

S t r e e t

T e m p l e

S t r e e t

Main Street

F a c t o y r e e t

Mechanic Street

NO LEFT TURN

M A

T

N E

R

A

MATCH TO GENERAL PLAN 5 OF 5

GRID

SCALE IN FEET

20 0 4020

506 507 508 509

N18°33'38.6"W

N18°33'38.6"W

N

'4

E

N

'4

E

10.1'

T E

D E

S C

R

IP

T

IO

N R

E V

OF21 24

K

P

R O

J E

C T

S \N a s h u a -N

H \2

-N a s h u a -N

H -W a ln u t-

O v a l\

-C

A D

D \0

-P la n s \2 g e n p la n s .d g n

:4

:5

A

M

/1

/2

A

W A

L N

U T

S T

R E

E T

O V

A L

A

D V

A N

C E

D P

R O

J E

C T

G E

N E

R A

L P

L A

N S

O

F

B Y

C H

K D

B

Y D

R W

PROJECT NO.

SHEET NO.

A U

G U

S T

C H

E C

K E

D

JF

M

S

S B

H

B E

L

D E

S

IG

N E

D

D R

A W

N

N H

D O

T B

R

ID

G E

N O

F

IL

E N

A M

E

A S

S H

O W

N

S C

A L

E D A

T E

M O

D E

L N

A M

E

N A

S H

U A

N

E W

H A

M P

S H

IR

E

C

IT

Y O

F N

A S

H U

A w r it r m is s io n o f H o y le T a n n e r e le c tr o n ic a ll y f o r a n y o th e r p u r p o s e t h a n t h is p r o je c t, w it h o u t p r o d u c e d d is s e m in a te d o r t r a n s f e r r e d i n a n y m a n n e r in c lu d m a in t h e p r o p e r ty o f H o y le T a n n e r

I t m a y n o t b e u s e d

T h is d o c u m e n t is p r e p a r e d a s a n i n s tr u m e n t o f s e r v ic e a n d s h

-5 w

.h o y le ta n n e r.

c o m

D o w

S tr e n c h e s te r, N

H

21.902606.10

SHEET

8/21/2025

GM

TAX MAP 79 LOT 127

HARBOR HOMES, INC

& BENNETT, WINER, & BENNETT

45 HIGH STREET

NASHUA, NH 03060

H.C.R.D. BK. 7523 PG. 1466

TAX MAP 79 LOT 98

KATIS FAMILY INVESTMENT PROP, LLC

& NASHUA WALLPAPER CO, INC

129 PEARL STREET

NASHUA, NH 03060

H.C.R.D. BK. 8953 PG. 2782

TAX MAP 78 LOT 18

HARBOR HOMES, INC

45 HIGH STREET

NASHUA, NH 03060

H.R.C.D. BK. 8112 PG. 1868

P

E D

E S

T R I

A

V

H I

C U

L A

R

U

I

L I

Y

S E

M E

N T

S

C

R

B K

TURN"

"NO LEFT

bnd

BUILDING

BUILDING

BUILDING

BUILDING

m h d m h d m h s m h s m h s cb m h s cb m h s m h s m h s cb m h t m h s wso m h t m h s cb m h d m h d pb an pm pm h yd pm cb pb

M E

C H

A N

IC

S

T R

E E

T

N

.7

R .D

B

K P

G

H U

A

N H

M A

IN

S

T R

E E

T

N T

S A

S

J O

A N

J

T R

U S

T E

E

N T

S A

S J O

A N

J R

E V

T R

U S

T

M A

P

L

O T

M A

G N

A

IL

E L

E V

:1 .7

E :1

.6

N :9

.1

C .P cb m h s cb p b w s o g o s g o s

W11-2

W11-2

R2-1(25)

REMOVE AND SALVAGEREMOVE

(SUBSID.)

HIGH VIS. FLAGS

R1-1, R1-3P, &

W16-15P, R1-3P

R1-1

& R1-3P

R1-1, W16-15P, TO BRIDGE RAIL)

W23-2 (MOUNTED

4" DSLY4" DSLY

REMOVE

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

REMOVE AND SALVAGE

RETAIN

S S

L W

T

18" SSLW (T)

REMOVE

RETAIN

4+

M e c h a n ic S tr e e t

Factory Street

Fa ct or y

St re et

W a t e r

S t r e e t

RETAIN

RETAIN

REMOVE

REMOVE

18" SSLW (T)

"PUBLIC PARKING,

HIGH STREET GARAGE"

pmpm lpLOCAL DESTINATIONS SIGN pm

"SPEED LIMIT 25/

E-2"

"SPEED LIMIT 25"

"ONE WAY"

"FACTORY ST. PARKING LOT"

PEDESTRIAN CROSSING

PEDESTRIAN CROSSING "ONE WAY/

NO PARKING ANY TIME"

"NO PARKING ANY TIME"

"MECHANIC STREET/

ONE WAY/

NO PARKING ANY TIME"

"RIGHT TURN ONLY"

"BANK CUSTOMER PARKING ONLY"

"RIGHT TURN ONLY"

"WATER ST/

FACTORY ST/

YIELD TO PEDS/

STATE LAW YIELD

TO PEDS"

M A

T

N E

R

A

G R I

D

SCALE IN FEET

20 0 4020

403 404 406 407

N

°5 2'

.1 "E

N72°05'40.5"E

CURVE NO. 3

FACTORY STREET

PI = 402+45.00

R = 200.00' RT

L = 105.46'

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