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PREPARED BY:

PROJECT

LOCATION

COMPLETE SET 11 SHEETS

LOCATION MAP

SCALE: 1" =1000'

PREPARED FOR:

CITY OF GARDNER

DEPARTMENT OF COMMUNITY DEVELOPMENT & PLANNING

CITY HALL ANNEX - ROOM 201

115 PLEASANT STREET

GARDNER, ME 01440

JULY 2026

CITY OF GARDNER, MA

DOWNTOWN IMPROVEMENTS PROJECT

PHASE V

JOSEPH P. VIAMARI PE MATTHEW P. WZOREK PE

LIST OF DRAWINGS

SHEET NO. DRAWING NO. DRAWING TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 STANDARD LEGENDS AND ABBREVIATIONS

3 G-003 STANDARD NOTES

CIVIL

4 C-101 EXISTING CONDITIONS AND DEMOLITION PLAN - 1

5 C-102 EXISTING CONDITIONS AND DEMOLITION PLAN - 2

6 C-103 PROPOSED CONDITIONS PLAN - 1

7 C-104 PROPOSED CONDITIONS PLAN - 2

8 C-501 DETAILS - 1

9 C-502 DETAILS - 2

10 C-503 DETAILS - 3

11 C-504 TRAFFIC MANAGEMENT PLAN

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

41776No.

07/20/2026

G-002

STANDARD LEGEND AND

ABBREVIATIONS

N.LAPRADE

M.WZOREK

J.VIAMARI, M.WZOREK

NO SCALE

EXISTING PROPOSEDDESCRIPTION

ABBREVIATIONS

ABDN('D) ABANDON(ED)

BC BITUMINOUS CURB

BIT BITUMINOUS

BL BASELINE

BLDG BUILDING

BOC BOTTOM OF CURB

BOT BOTTOM

BS BOTTOM OF STEP

BW BOTTOM OF WALL

CB CATCH BASIN

CCW CEMENT CONCRETE WALK

CEM CEMENT

CI CAST IRON PIPE

CL CENTERLINE

CLF CHAIN LINK FENCE

CONC CONCRETE

CPP CORRUGATED

POLYETHYLENE PIPE

CRW CONCRETE RETAINING

WALL

CY CUBIC YARD

DI DUCTILE IRON PIPE

DIA DIAMETER

DMH DRAIN MANHOLE

E EAST

EF EACH FACE

EG EXISTING GRADE

EL/ELEV ELEVATION

ELEC ELECTRIC

EMH ELECTRIC MANHOLE

EOP EDGE OF PAVEMENT

EW EACH WAY

EXIST EXISTING

FES FLARED END SECTION

FF FINISH FLOOR

FM FORCE MAIN

G GAS

GG GAS GATE

GRAN GRANITE

HC HANDICAP

HDPE HIGH DENSITY

POLYETHYLENE

HMA HOT MIX ASPHALT

HYD HYDRANT

IN INCHES

INV INVERT

IP IRON PIN

L LENGTH OF CURB

LP LIGHT POLE

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MJ MECHANICAL JOINT

PROPERTY LINE

PROPERTY LINE ADJACENT

RIGHT-OF-WAY LINE

EASEMENT LINE

LIMITS OF WORK

INTERMEDIATE CONTOURS

INDEX CONTOURS

SPOT GRADE

MAGNITUDE & DIRECTION OF SLOPE

STORM DRAIN

STORM UNDERDRAIN

GRAVITY SANITARY SEWER

WATER SERVICE

UNDERGROUND ELECTRIC

PRIMARY ELECTRIC SERVICE

SECONDARY ELECTRIC

OVERHEAD ELECTRIC

TELEPHONE SERVICE

GAS SERVICE

OVERHEAD UTILITY (UNSPECIFIED)

CURB

EDGE OF PAVEMENT

SIDEWALK

FENCE - UNSPECIFIED

STORM DRAIN STRUCTURES

SANITARY SEWER STRUCTURES

WATER SERVICE STRUCTURES

GAS SERVICE STRUCTURES

ELECTRIC SERVICE STRUCTURES

TELECOMMUNICATIONS MANHOLE

TREE

X 141.2

0.0%

ABBREVIATIONS CONT'D

N NORTH

NITC NOT IN THIS CONTRACT

NTS NOT TO SCALE

N/A NOT APPLICABLE

N/F NOW OR FORMERLY

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

OH OVERHEAD

PB PLANT BED

PC POINT OF CURVATURE

PCC POINT OF COMPOUND

CURVATURE

PCPP PERFORATED CORRUGATED

POLYETHYLENE PIPE

PERF PERFORATED

PI POINT OF INTERSECTION

PRC POINT OF REVERSE CURVATURE

PROT PROTECT

PT POINT OF TANGENCY

PVC POLYVINYLCHLORIDE

PVMT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REV REVISION

ROW RIGHT OF WAY

RT RIGHT

R&D REMOVE AND DISPOSE

R&R REMOVE AND RESET

R&S REMOVE AND STACK

S SOUTH

SAN SANITARY

SCH SCHEDULE

SF SQUARE FOOT

SMH SEWER MANHOLE

SS STAINLESS STEEL

STA STATION

STL STEEL

STRM STORM

T TANGENT LENGTH

TC TOP OF CURB

TEL TEL-DATA

TS TOP OF STEP

TW TOP OF WALL

TYP TYPICAL

UP UTILITY POLE

W WATER

WG WATER GATE

WRW WOOD RETAINING WALL

WV WATER VALVE

XFMR TRANSFORMER

LEGEND

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

DATE:

PROJECT NO:

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_G en er al

N ot es .d w g

MARK DATE DESCRIPTION

G0384-T99_General Notes.dwg

SCALE:

04/21/2026

G0384-T99

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

G-003

STANDARD NOTES

N.LAPRADE

M.WZOREK

NO SCALE

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

DATE:

PROJECT NO:

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_G en er al

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MARK DATE DESCRIPTION

G0384-T99_General Notes.dwg

04/21/2026

G0384-T99

SCALE:

EROSION CONTROL AND RESOURCE AREA PROTECTION NOTES

1. INSTALL SILT SACKS OR OTHER APPROVED SEDIMENTATION BARRIERS IN/AT ALL CATCH BASINS IN THE PROJECT AREA.

2. COMPACT, STABILIZE, AND LOAM AND SEED DISTURBED VEGETATED AREAS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS REQUIRED BY PERMITS.

3. SWEEP, COLLECT, REMOVE AND DISPOSE OF ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS AT THE END OF EACH DAY.

4. LOAM AND SEED ALL DISTURBED VEGETATED AREAS TO ESTABLISH COVER AND STABILIZATION AS SOON AS POSSIBLE FOLLOWING DISTURBANCE.

5. MAINTAIN AN ADDITIONAL SUPPLY OF EROSION CONTROL MEASURES ON-SITE FOR EMERGENCY REPAIRS.

6. STORE FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS IN A SECONDARY CONTAINER AND REMOVE TO A SECURE LOCKED AND COVERED AREA DURING NON-WORK HOURS.

7. PROVIDE A SUPPLY OF ABSORBENT SPILL RESPONSE MATERIALS SUCH AS BOOMS, BLANKETS, AND OIL ABSORBENT MATERIALS AT THE CONSTRUCTION SITE AT ALL TIMES TO CLEAN UP POTENTIAL SPILLS OF HAZARDOUS MATERIALS. IMMEDIATELY REPORT SPILLS OF HAZARDOUS MATERIALS TO THE STATE ENVIRONMENTAL AGENCY AND THE MUNICIPALITY WHERE THE

WORK IS OCCURRING.

GENERAL NOTES

1. NOTIFY (DIGSAFE AT 1-888-344-7233) AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE (DIGSAFE) LIST AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION, WHETHER ABOVE OR BELOW GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER AND AT NO COST TO THE PROPERTY

OWNER

3. NOT ALL OF THE UTILITY SERVICES TO BUILDINGS ARE SHOWN. THE CONTRACTOR SHALL ANTICIPATE THAT EACH PROPERTY HAS SERVICE CONNECTIONS FOR THE

VARIOUS UTILITIES.

4. BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.

5. TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS WITHOUT WRITTEN

AUTHORIZATION FROM TIGHE & BOND.

6. NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE OR MATERIAL.

7. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY; COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, AND WITH OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF WORK, THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK.

8. OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS AND

APPROVALS FROM THE JURISDICTIONAL AUTHORITIES.

9. SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY CODES.

10. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.

11. PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THE CONTRACT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROM

DISTURBED AREAS FROM ENTERING THE DRAINAGE SYSTEM.

12. NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY APPLICABLE LAW, REGULATION, CODE, STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS.

13. EXCAVATE WITH EQUIPMENT SELECTED TO MINIMIZE DAMAGE TO EXISTING UTILITIES OR OTHER FACILITIES. HAND EXCAVATE AS NECESSARY TO LOCATE

UTILITIES AND AVOID DAMAGE.

14. TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK AND STAGING

AREAS AT THE COMPLETION OF EACH DAYS WORK.

15. NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUT

BACKFILLING IS PREFERRED.

16. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH THE WORK AREA, OR FOR SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED TRAFFIC CONTROL PLAN.

17. MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION.

18. WHEN WORKING IN THE ROAD, PROVIDE THE OWNER AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES A DETAILED PLAN OF APPROACH INDICATING METHODS OF PROPOSED TRAFFIC ROUTING ON A DAILY BASIS. PROVIDE COORDINATION TO ENSURE COMMUNICATION AND COORDINATION BETWEEN THE OWNER, CONTRACTOR

AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES THROUGHOUT THE CONSTRUCTION PERIOD.

19. REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS.

20. THE TERM "DEMOLISH" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

21. THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED OR NOTED ON

THE DRAWINGS.

22. ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS.

BASE PLAN NOTES

1. THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:

· SURVEY DRAWINGS PROVIDED BY WSP TITLED "EXISTING CONDITIONS PLAN WILLOW STREET," GARDNER MA DATED APRIL 10, 2026.

2. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION (E.G., EXISTING UTILITIES) SHOWN ON THESE DRAWINGS IS NOT GUARANTEED AND SOME SUBSURFACE INFORMATION MAY NOT BE SHOWN. DETERMINE THE LOCATIONS AND ELEVATIONS OF ALL SUBSURFACE FEATURES WHICH MAY AFFECT CONSTRUCTION OPERATIONS BY TEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND OTHER SUBSURFACE FEATURES, AND/OR INTERRUPTIONS IN UTILITY SERVICE. PROVIDE DATA COLLECTED THROUGH THESE INVESTIGATIONS TO THE ENGINEER PRIOR TO CONSTRUCTING THE

PROPOSED IMPROVEMENTS.

3. THE DRAWINGS ARE BASED ON THE FOLLOWING DATUMS: HORIZONTAL - NAD 83; VERTICAL - NAVD 88.

4. THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.

SURFACE RESTORATION NOTES

1. ALL PAVEMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. PROVIDE SITE GRADING AT ACCESSIBLE SIDEWALK RAMPS, SIDEWALKS, AND BUILDING ENTRANCES THAT IS CONSISTENT WITH THE RELEVANT ACCESS REQUIREMENTS OF THE ARCHITECTURAL BARRIERS ACT (ABA), THE AMERICANS WITH DISABILITIES ACT (ADA), AND MA ARCHITECTURAL ACCESS BOARD REQUIREMENTS (AAB). SMALL CHANGES IN GRADE OVER RELATIVELY SHORT DISTANCES (E.G. AT PARKING SPACES, ACCESSIBLE ROUTES, AND RAMPS) MIGHT NOT BE CLEARLY DEPICTED WITHIN THE CONTOUR INTERVAL SHOWN. COMPLY WITH THE CRITERIA IN THESE STANDARDS. SELECT MAXIMUM SLOPE CRITERIA ARE REPRODUCED BELOW:

- ACCESSIBLE PARKING STALL AND PASSENGER LOADING ZONE (ANY DIRECTION) SLOPE < 1.5%

- LONGITUDINAL SLOPE ALONG ACCESSIBLE ROUTES < 4.5%

- CROSS SLOPE ALONG ACCESSIBLE ROUTES < 1.5%

3. PROTECT PROJECT FEATURES (E.G., WALLS, FENCES, MAIL BOXES, SIGNS, SIDEWALKS, CURBING, STAIRS, WALKWAYS, TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION, INCLUDING

PROVIDING TEMPORARY SUPPORTS, WHEN APPROPRIATE.

4. IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITE FEATURES ONLY UPON APPROVAL OF ENGINEER. REPLACE ALL REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUAL OR BETTER IN QUALITY AND CONDITION TO THE ITEMS REMOVED.

5. EXISTING SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LAND SURVEYOR LICENSED IN THE STATE IN WHICH THE WORK IS PERFORMED AT NO

ADDITIONAL COST TO THE OWNER.

6. COORDINATE THE ADJUSTMENT OF EXISTING UTILITY STRUCTURES WITH EACH RESPONSIBLE UTILITY OWNER PRIOR TO RECONSTRUCTION AND/OR PAVING OPERATIONS. RAISE ALL STRUCTURES TO FINISHED GRADES PRIOR TO THE END OF THE CONSTRUCTION SEASON AND PRIOR TO FINISHED PAVING.

7. REPAIR DISTURBED PAVED SURFACES AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BY THE OWNER.

8. PLACE TEMPORARY BITUMINOUS CONCRETE PAVEMENT AT DISTURBED PORTLAND CEMENT CONCRETE SIDEWALKS AND DRIVEWAYS AT THE END OF EACH WORK WEEK, UNLESS

OTHERWISE APPROVED/REQUIRED BY THE OWNER.

9. TRANSFER ALL TEMPORARY BENCHMARKS, AS NECESSARY.

10. ACCOMMODATE PEDESTRIAN TRAFFIC WHERE A SIDEWALK IS TO BE CLOSED FOR SAFETY. “SIDEWALK CLOSED HERE” SIGNS SHALL BE USED AT THE NEAREST SAFE INTERSECTION. SEE

TRAFFIC CONTROL DETAILS FOR SIGN INFORMATION.

11. RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE PAYLINE LIMITS TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

12. REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBED BY THE WORK IN-KIND, UNLESS OTHERWISE NOTED. RESTORE

SURFACES TO EXISTING OR PROPOSED CONDITIONS AS INDICATED ON THE DRAWINGS.

13. PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS AND WALKING SURFACES.

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

J.VIAMARI, M.WZOREK

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-101 00 10' 20'

SCALE: 1" = 10'

1" = 10'

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_ExCon.dwg

04/21/2026

G0384-T99

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DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

EXISTING CONDITIONS &

DEMOLITION PLAN - 1

LIMIT OF WORK (TYP)

R&D CONC SIDEWALK

AND CURB (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

R&D HMA SIDEWALK AND BERM (TYP)

UTILITY POLE TO REMAIN (TYP)

UTILITY POLE TO REMAIN

R&R EXISTING

CB GRATE (TYP)

R&R EXISTING

CB GRATE (TYP)

RETAIN SIGN

S

EE

S H

EE

T

C -1

INSTALL SILTSACK

EROSION CONTROL

IN CB (TYP)

APPROXIMATE

SAWCUT LINE

APPROXIMATE LOCATION

OF FENCE. PROTECT

DECORATIVE FENCE

DURING CONSTRUCTION

N

M A

TC

H L

IN

E

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

APPROXIMATE TOWN RIGHT OF

WAY FROM ASSESSORS MAP

INFORMATION (TYP)

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-102

EXISTING CONDITIONS &

DEMOLITION PLAN - 2

00 10' 20'

SCALE: 1" = 10'

1" = 10'

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_ExCon.dwg

04/21/2026

G0384-T99

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DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

R&D CONC SIDEWALK

AND CURB (TYP)

R&D HMA SIDEWALK AND BERM (TYP)

UTILITY POLE

TO REMAIN (TYP)

R&D GRANITE CURB (TYP)

R&D GRANITE

CURB (TYP)

R&D CONC

SIDEWALK (TYP)

R&R FRAME AND GRATE (TYP)

R&D GRANITE

CURB (TYP)

ADJUST HANDHOLE (TYP)

TRAFFIC MAST TO REMAIN (TYP)

R&D CONC SIDEWALK (TYP)

R&S EXISTING TS POST FOR REUSE

ADJUST HANDHOLE (TYP)

UTILITY POLE TO REMAIN (TYP)

R&D CONC SIDEWALK (TYP)

R&D GRANITE CURB (TYP)

R&D GRANITE CURB (TYP)

R&D CROSSWALK PAVEMENT

MARKINGS BY GRINDING (TYP)

R&D EXISTING BIT CURB

LIMIT OF WORK (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

INSTALL SILTSACK

EROSION CONTROL

IN CB (TYP)

ADJUST GATE BOX (TYP)

R&D EXISTING

BIT CONC SIDEWALK

N

ADJUST GATE BOX (TYP)

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

APPROXIMATE TOWN RIGHT OF

WAY FROM ASSESSORS MAP

INFORMATION (TYP)

APPROXIMATE TOWN RIGHT OF

WAY FROM ASSESSORS MAP

INFORMATION (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

R&D CROSSWALK PAVEMENT

MARKINGS BY GRINDING (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

R&S EXISTING TS POST FOR REUSE

HYDRANT TO REMAIN. PROTECT

DURING CONSTRUCTION

LIMIT OF WORK (TYP)

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-103

PROPOSED CONDITIONS

PLAN - 1

00 10' 20'

SCALE: 1" = 10'

1" = 10'

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_PropCon.dwg

04/21/2026

G0384-T99

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DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

APPROXIMATE SAWCUT

LINE (TYP)

MATCH EXIST (TYP)

PROP HMA APRON

SAWCUT AND MATCH (TYP)

REINSTALL FRAME

AND GRATE (TYP)

APPROXIMATE

SAWCUT LINE (TYP)

MATCH EXIST (TYP)

NEW GRANITE TRANSITION CURB (TYP)

MATCH EXISTING

CURB REVEAL

SIDEWALK THROUGH

DRIVEWAY (TYP)

HMA PATCH (TYP)

RETAIN UTILITY POLE

INSTALL NEW

GRANITE CURB (TYP)

INSTALL 5' WIDE

CONC SIDEWALK (TYP)

5'

5'

5'

5'

N

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

HMA PATCH (TYP)

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

E/T

E/T

TS

TS

5' R24

R16'

R1 5'

C-104

PROPOSED CONDITIONS

PLAN - 2

00 10' 20'

SCALE: 1" = 10'

1" = 10'

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_PropCon.dwg

04/21/2026

G0384-T99

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P ha se

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_P ro pC on

.d w g

DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

PAINTED CROSSWALK (TYP)

WHEELCHAIR RAMP TYPE 2

WHEELCHAIR RAMP TYPE 2

WHEELCHAIR RAMP TYPE 4

MATCH EXIST (TYP)

MATCH EXIST (TYP)

LOAM AND SEED

DISTURBED AREAS (TYP)

NEW TRANSITION

GRANITE CURB

HMA PATCH (TYP)

REINSTALL FRAME

AND GRATE

ADJUST HANDHOLE (TYP)

RETAIN TRAFFIC MAST

AND FOUNDATION

ADJUST HANDHOLE (TYP)

APPROXIMATE SAWCUT

LINE (TYP)

GRANITE CURB

APPROXIMATE SAWCUT

LINE (TYP)

5'

INSTALL 5' WIDE CONC

SIDEWALK (TYP)

INSTALL GRANITE

CURB (TYP)

MATCH EXIST (TYP)

RETAIN UTILITY POLE

HMA PATCH (TYP)

N

ADJUST GATE BOX (TYP)

ADJUST GATE BOX (TYP)

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

S

EE

S H

EE

T

C -1

M A

TC

H L

IN

E

WHEELCHAIR RAMP TYPE 3

PROVIDE 3" PVC CONDUIT TO

NEW APS PUSH BUTTON (TYP)

PROVIDE 3" PVC CONDUIT TO

NEW APS PUSH BUTTON (TYP)

PROVIDE NEW 3" CONDUIT TO RELOCATED

TS POST

PROVIDE 3" PVC CONDUIT TO

NEW APS PUSH BUTTON

PROVIDE NEW TRAFFIC SIGNAL WIRING

IN EXISTING AND NEW CONDUITS TO ALL NEW APS

PUSH BUTTON LOCATIONS (TYP)

GENERAL NOTES:

1. THE LIMITS OF TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO:1 INCLUDE THE INTERSECTION

OF WILLOW STREET AT MAIN STREET.

2. WORK ON THE TRAFFIC SIGNAL SYSTEM SHALL BE IN ACCORDANCE WITH THE TRAFFIC

MANAGEMENT PLANS, STANDARD SPECIFICATIONS, THE SPECIAL PROVISIONS, AND AS REQUIRED

BY THE ENGINEER.

3. ALL SIGNAL EQUIPMENT INCLUDED IN THIS PROJECT SHALL BE LISTED ON THE CURRENT MASSDOT QUALIFIED TRAFFIC CONTROL EQUIPMENT LIST AND IS SUBJECT TO APPROVAL OF THE ENGINEER.

4. THE FINAL LOCATION OF SIGNAL EQUIPMENT MAY BE ADJUSTED IN THE FIELD AS NECESSARY

WITH THE APPROVAL OF THE ENGINEER. SIGNAL EQUIPMENT SHALL ALLOW A MINIMUM 4'

CLEARANCE FOR PEDESTRIAN TRAVEL. SIGNAL FOUNDATIONS SHALL BE FLUSH TO THE SIDEWALK

SURFACE TO ALLOW CLEARANCE FOR PEDESTRIAN TRAVEL.

5. ALL TRAFFIC SIGNAL CONDUIT SHALL BE 3" SCHEDULE 80 TYPE NM PLASTIC (UL) UNLESS

OTHERWISE NOTED.

6. ALL PEDESTRIAN INDICATION AND PUSHBUTTON EQUIPMENT SHALL MEET ADA ACCESSIBILITY

CLEARANCES FOR BOTH VERTICAL AND HORIZONTAL CLEAR ZONES. PUSHBUTTONS SHALL BE

POINTED PARALLEL TO THE CROSSWALK.

CROSSWALK PEDESTAL WITH APS PUSH BUTTON,

R10-3e SIGN AND SADDLE (TYP)

6'

REINSTALL EXISTING TS POST WITH

PEDESTRIAN SIGNAL HEAD AND APS

PUSH BUTTON

CROSSWALK PEDESTAL WITH APS PUSH BUTTON,

R10-3e SIGN AND SADDLE (TYP)

PAINTED CROSSWALK (TYP)

4'

4'

APPROXIMATE TOWN RIGHT OF

WAY FROM ASSESSORS MAP

INFORMATION (TYP)

INSTALL GRANITE

CURB (TYP)

REPAIR AND MATCH EXISTING

CONCRETE PAVEMENT

REINSTALL EXISTING TS POST

WITH PEDESTRIAN SIGNAL

HEAD AND APS PUSH BUTTON.

PROVIDE NEW CONDUIT

AS NEEDED

PROP HMA APRON

SAWCUT AND MATCH (TYP)

WHEELCHAIR RAMP TYPE 1

LOAM AND SEED

DISTURBED AREAS (TYP)

TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO:1

MAJOR ITEMS LIST

QUANTITY DESCRIPTION

65 FT 3" TRAFFIC SIGNAL CONDUIT TYPE (NM) - SCHEDULE 80

3 PEDESTRIAN CROSSWALK PEDESTAL

2 RELOCATION OF TRAFFIC SIGNAL POST

PLUS ALL MISCELLANEOUS EQUIPMENT AND MATERIAL NECESSARY

TO PROVIDE A COMPLETE OPERATING TRAFFIC CONTROL SIGNAL.

CB CURB INLET

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-501

DETAILS - 1

NO SCALE

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_Details.dwg

04/21/2026

G0384-T99

SCALE:

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DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

R

SILTSACK MANUFACTURED BY:

ACF ENFIRONMENTAL

2831 CARDWELL ROAD

RICHMOND, VIRGINIA 23237

SILTSACK OR APPROVED EQUAL

NO SCALE

1" REBAR FOR BAG

REMOVAL FROM INLET

SILTSACK OR

APPROVED EQUAL

R

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP STRAP

(TYP OF 2)

NOTE:

CONTRACTOR TO USE GARDNER DPW STANDARD CROSS WALK STENCIL.1.

6'

1'2'1'

1' 1'

CROSSWALK STRIPING

NO SCALE

CEMENT CONCRETE SIDEWALK SECTION

NO SCALE

1.5%* MAX CROSS

SLOPE (SIDEWALK)

* TOLERANCE FOR CROSS SLOPE ±.5%

SEE SITE LAYOUT PLANS FOR WIDTHS

W.W.F. (6x6 W4xW4)

4" CEM CONC SIDEWALK

6" CEM CONC SIDEWALK AT DRIVEWAYS

8" GRAVEL BORROW

SECTION

ELEVATION

MAXIMUM ALLOWABLE BREAK BACK

9" - FOR CURB LENGTHS OF 6'-0" OR MORE

6" - FOR CURB LENGTHS OF LESS THAN 6'-0"

PAVEMENT

R

EV

EA

L

O V

ER

A

LL

H

EI

G H

T

GRAVEL BORROW

GRANITE CURB

NO SCALE

* ADJUST CURB REVEAL AS NECESSARY DUE TO ADJACENT PROPERTY RESTRAINTS AND

REVEALS (4" MIN. TO 8" MAX. REVEAL)

CEM CONC SIDEWALK

8" GRAVEL BORROW

CEMENT CONCRETE (TYP)

NEW OR RESET GRANITE CURBING

SMOOTH QUARRY SPLIT

5"

4" MIN

9" M

IN

8" -9

6"

6"

8"

2"

NEW OR RESET GRANITE

CURBING

SURFACE OF

PAVEMENT

12" TYP

1.5" HOT MIX ASPHALT TOP COURSE

3" HOT MIX ASPHALT BINDER COURSE

SAW CUT EXISTING

PAVEMENT (TYP)

APPROXIMATE LIMIT OF

DISTURBED PAVEMENT

PROCESSED GRAVEL BORROW

APPROXIMATE LIMITS

OF EXCAVATION

SELECT NATIVE BACKFILL

PERMANENT ROADWAY AND TRENCH REPAIR

NO SCALE

TACK COAT

1.5%*

V A R

IE

S

6.5' MIN.

6.

5'

M

IN

7.

5%

VARIES

7.5%*

* TOLERANCE FOR CONSTRUCTION ±.5%

0.5' REVEAL0.0' REVEAL

"LEVEL" LANDING WITH DETECTABLE

WARNING PANEL, 1.5% MAX SLOPE

FOR DRAINAGE

0.0' REVEAL

DETECTABLE WARNING PANEL

0.5' REVEAL

TYPICAL WHEELCHAIR RAMP - TYPE 1

NO SCALE

CEM CONC WALK

CEM CONC WALK

PROVIDE MINIMUM

4'X4' TURNING AREA

NOTES:

1. ALL SLOPE VALUES LISTED HERE ARE

MAXIMUM VALUES WITH A

CONSTRUCTION TOLERANCE OF ±0.5%.

2. PEDESTRIAN PATH OF TRAVEL SHALL BE

NO LESS THAN 4'-0'' WIDE AND FREE OF

VERTICAL OBSTRUCTIONS.

3. DETECTABLE WARNING PANEL MUST BE

2'-0'' AT ALL POINTS IN PEDESTRIAN

PATH OF TRAVEL.

4. LEVEL LANDING AND RAMP MUST BE

CLEAR OF ANY VERTICAL

OBSTRUCTIONS.

5. LEVEL LANDING MUST HAVE A MINIMUM

OF 4' X 4' TURNING AREA.

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-502

DETAILS - 2

NO SCALE

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_Details.dwg

04/21/2026

G0384-T99

SCALE:

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\G \G

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Im pr ov em en ts

P ha se

\D ra w in gs \A ut oC

A D

\S he et \G

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_D et ai ls

.d w g

DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

TOP CAP

2" INSULATING SLEEVE FOR

WIRING. INSTALL PER

MANUFACTURER SWITCH

WIRING REQUIREMENTS.

4" SCH. 40 ALUMINUM POST

ACCESS DOOR

GROUND TERMINAL

GRADE

(2) 3/8" X 3/4" SET SCREWS

CENTER OF

PUSH BUTTON

(U N

LE

S S O

TH

ER

W

IS

E N

O

TE

D

-1

/2

UNOBSTRUCTED SIDE REACH NOTES:

WHERE A CLEAR SPACE ALLOWS A PARALLEL APPROACH TO AN

ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE

REACH SHALL BE 4.0 FT MAXIMUM AND THE LOW SIDE REACH SHALL

BE 1.25 FT MINIMUM ABOVE THE FINISH SURFACE. AN OBSTRUCTION

SHALL BE PERMITTED BETWEEN THE CLEAR SPACE AND THE ELEMENT

WHERE THE DEPTH OF THE OBSTRUCTION IS 10 IN MAXIMUM.

PROP PEDESTRIAN

PUSH BUTTON 42"

MAX ABOVE FINISH

PAVED SURFACE

PROP 4" DIA.

CROSSWALK PEDESTAL FINISH PAVED

SURFACE (I.E.

SIDEWALK)

CURB

PROP BASE

PROP

FOUNDATION

EDGE OF

CLEAR ZONE

ROADWAY PAVEMENT

3" R

EV

EA

L

10" MAX

CLEAR

ZONE

30" MIN

PARALLEL APPROACH (SIDE REACH)

NO SCALE

R10-3b

CONDUIT TO

3'-0" SUBSID.

4-5/8"Ø ANCHOR BOLTS

EQUALLY SPACED ON A

6 "Ø BOLT CIRCLE,

POSITIONED SUCH THAT

THE PEDESTAL BASE

ACCESS DOOR IS ON THE

SIDE AWAY FROM TRAFFIC

90° ELBOWS - NUMBER,

SIZE & TYPE AS

REQUIRED IN PLANS

PLAN 4 ANCHOR BOLTS

5/8"ØX24" WITH 2"

HOOK THREADED 4" MIN

A

PP

R O

X

2" MIN PROJECTION

ABOVE CONCRETE

FLUSH WITH SIDEWALK

SIDEWALK OR

CONCRETE AREA

PREFORMED JOINT FILLER

BETWEEN FOUNDATION

AND SIDEWALK OR

CONCRETE AREA

GROUND LINE

3,500 PSI CONCRETE 2'-0"

ROUND OR SQUARE

CONTRACTOR'S OPTION

2' -6

3' -0

NOTES:

1. SIZE OF FOUNDATION MAY BE CHANGED IN THE PLANS OR IN THE

FIELD AS DIRECTED BY THE ENGINEER.

2. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".

3. OPEN ENDS OF ALL CONDUITS INTO FOUNDATION SHALL BE CAPPED

UNTIL CABLES ARE INSTALLED.

CONCRETE FOUNDATION FOR

PEDESTALS/BOLLARDS

NO SCALE

CROSSWALK PEDESTAL ASSEMBLY

NO SCALE

A

PP

R O

X

APPROX. 7"

ACCESS DOOR

BASE SIDE VIEW

BASE BOTTOM VIEW

APPROX. 7"

A

PP

R O

X

7"

4 14"

6" BOLT

CIRCLE

GROUNDING

TERMINAL

VARIES

VARIES

* TOLERANCE FOR CONSTRUCTION ±.5%

7.5% 7.5%

1.

5%

"LEVEL" LANDING WITH DETECTABLE

WARNING PANEL, 1.5% MAX SLOPE

FOR DRAINAGE

TYPICAL WHEELCHAIR RAMP - TYPE 2

NO SCALE

CEM

CONC

WALK

CEM

CONC

WALK

6" R

EV

EA

L

HSL**

HIGH SIDE

TRANSITION

6'-6" MIN.

LOW SIDE

TRANSITION

0.0' REVEAL

7.

5%

7.5%*

0.0' REVEAL

0.5' REVEAL

1.5%*

1.

5%

6' -6

M

IN

6'-6" MIN.

0.5' REVEAL

DETECTABLE WARNING

PANEL (TYP)

* TOLERANCE FOR CONSTRUCTION ±.5%

TYPICAL WHEELCHAIR RAMP - TYPE 4

NO SCALE

D

ER

B Y

D R

IV

E

MAIN STREET

NOTES:

1. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH A

CONSTRUCTION TOLERANCE OF ±0.5%.

2. PEDESTRIAN PATH OF TRAVEL SHALL BE NO LESS THAN 4'-0'' WIDE

AND FREE OF VERTICAL OBSTRUCTIONS.

3. DETECTABLE WARNING PANEL MUST BE 2'-0'' AT ALL POINTS IN

PEDESTRIAN PATH OF TRAVEL.

4. LEVEL LANDING AND RAMP MUST BE CLEAR OF ANY VERTICAL

OBSTRUCTIONS.

5. LEVEL LANDING MUST HAVE A MINIMUM OF 4' X 4' TURNING AREA.

CEM CONC WALK

CEM CONC

WALK

0.0' REVEAL

0.0' REVEAL

1.

5%

"LEVEL" LANDING WITH DETECTABLE

WARNING PANEL, 1.5% MAX SLOPE

FOR DRAINAGE

LOAM AND SEED ALL DISTURBED

AREAS. MATCH EXISTING

NOTES:

1. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH A

CONSTRUCTION TOLERANCE OF ±0.5%.

2. PEDESTRIAN PATH OF TRAVEL SHALL BE NO LESS THAN 4'-0'' WIDE

AND FREE OF VERTICAL OBSTRUCTIONS.

3. DETECTABLE WARNING PANEL MUST BE 2'-0'' AT ALL POINTS IN

PEDESTRIAN PATH OF TRAVEL.

4. LEVEL LANDING AND RAMP MUST BE CLEAR OF ANY VERTICAL

OBSTRUCTIONS.

5. LEVEL LANDING MUST HAVE A MINIMUM OF 4' X 4' TURNING AREA.

1' -0

3"

FUTURE GRADE

3' -0

CONTINUOUS MARKER TAPE

OVER EDGES OF DUCTBANK

CONDUIT, SEE NOTE 5 & 6 CONCRETE, SEE NOTE 3

CONDUIT SPACERS, SEE NOTE 2

#5 REBAR, SEE NOTE 4

3" 3"

NOTES

1. ELECTRICAL DUCTBANK CONCRETE ENCASING SHALL BE CONTINUOUS ALONG THE ENTIRE LENGTH

OF THE DUCTBANK.

2. PROVIDE CONDUIT SPACERS 5'-0" ON CENTER, AS MANUFACTURED BY UNDERGROUND DEVICES, INC., OR EQUAL.

3. CONCRETE SHALL BE 1-2-4 (12"PEA GRAVEL), 4000 PSI, 6" SLUMP LEAN CONCRETE.

4. PLACE #5 REBAR (MINIMUM OF 4) CONTINUOUSLY ALONG THE DUCTBANK WITH MINIMUM OF 3"

COVER ALONG THE BOTTOM AND EACH SIDE.

5. CONDUITS FROM HANDHOLES TO PEDESTRIAN PEDESTALS SHALL BE 3" SCHEDULE 80 TYPE NM

PLASTIC (UL).

TYPICAL DUCTBANK

NO SCALE

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-503

DETAILS - 3

NO SCALE

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_Details.dwg

04/21/2026

G0384-T99

SCALE:

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6:

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/2

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B on d:

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\G \G

G ar dn er

\T

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Im pr ov em en ts

P ha se

\D ra w in gs \A ut oC

A D

\S he et \G

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_D et ai ls

.d w g

DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

SIDEWALK AND WHEELCHAIR RAMP NOTES:

LOW SIDE TRANSITION LENGTH SHALL BE A MINIMUM OF 6'-6".

4. HIGH SIDE TRANSITION LENGTH AS SHOWN ON PLANS.

AN UNOBSTRUCTED PATH OF TRAVEL SHALL BE PROVIDED WHICH IS AT LEAST 48 INCHES CLEAR, EXCLUDING CURB.

3.

THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5% WITH A CONSTRUCTION TOLERANCE OF 0.5%±. HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS.

5.

WHERE THE ROAD PROFILE EXCEEDS 4%, THE HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOT EXCEED 15-FEET.6.

AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS, TO BE LOCATED OUTSIDE THE CROSSWALK. THE

WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE.

7.

THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY.

TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE PLACED PARALLEL TO THE LINE OF SLOPE THERE SHALL BE NO DEVIATION FROM

A TRUE SURFACE IN EXCESS OF 1/4".

10. DETECTABLE WARNING PANELS ARE REQUIRED ON ALL OF THE PROPOSED WHEELCHAIR RAMPS AND ARE TO BE INSTALLED IN

ACCORDANCE WITH THE CONSTRUCTION STANDARD M/E 107.6.5R (DECEMBER 2004).

WIDTH OF WALKWAYS SHALL NOT BE LESS THAN 48 INCHES, EXCLUDING CURB.

2.

9.

8.

1.

ROADWAY PROFILE

GRADE, %

TRANSITION

LENGTH

BASED ON A DESIGN SLOPE OF 7.5%

AND A CURB REVEAL OF 6".

>0-1

>1-2 >2-3 >3-4 >4

NOTE:

6'-6"

7'-8"

9'-0" 11'-0" 14'-0"

15'-0" MAX

HIGH SIDE TRANSITION LENGTH**

SECTION A-A

4.0'MIN

LANDING

ROADWAYSIDEWALK

PROCESSED GRAVEL BASE

1.5%* 5% TO 15%*

8"MIN

CEM CONC = 6"

VARIABLE LENGTH

VARIABLE

SLOPE

TIE INTO EXISTING

HMA OR CONCRETE

GRANITE CURB

DRIVEWAY REPAIR

BEHIND WALK

* TOLERANCE FOR CONSTRUCTION ±.5%

4" CEMENT CONCRETE

4.

0'

M

IN

1.

5%

5% -1

5%

2.0'

7.5%*

A

A

2'R

EDGE OF ROADWAY

LE

N G

TH

VA

RI

ES

7.5%*

HSL**

HIGH SIDE TRANSITION 6'-6" MIN.

LOW SIDE TRANSITION

ROADWAY

DOWNGRADE

SL

O

PE

VA

RI

ES

5'

SIDEWALK

6" CEMENT CONCRETE

4" CEMENT CONCRETE

6" R

EV

EA

L

2'R

2.0'

SIDEWALK THROUGH DRIVEWAY - TYPE 1

NOT TO SCALE

1" LIP

1" LIP

NOTES:

1. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH A

CONSTRUCTION TOLERANCE OF ±0.5%

V

AR

IE

S

EDGE OF ROADWAY

7.5%

1.

5% 7.5%

CEM CONC WALK

* TOLERANCE FOR CONSTRUCTION ±.5%

0.

5'

R

EV

EA

L

CEM CONC

"LEVEL" LANDING WITH DETECTABLE

WARNING PANEL, 1.5% MAX SLOPE

FOR DRAINAGE

6.5' MIN. 6.5' MIN.

LEFT SIDE TRANSITION RIGHT SIDE TRANSITION

5.0'

TYPICAL WHEELCHAIR RAMP - TYPE 3

NO SCALE

CEM CONC WALK

MAX.

MAX.

4' -0

M

IN

IM

UM

NOTES:

1. ALL SLOPE VALUES LISTED HERE ARE MAXIMUM VALUES WITH A

CONSTRUCTION TOLERANCE OF ±0.5%.

2. PEDESTRIAN PATH OF TRAVEL SHALL BE NO LESS THAN 4'-0'' WIDE

AND FREE OF VERTICAL OBSTRUCTIONS.

3. DETECTABLE WARNING PANEL MUST BE 2'-0'' AT ALL POINTS IN

PEDESTRIAN PATH OF TRAVEL.

4. LEVEL LANDING AND RAMP MUST BE CLEAR OF ANY VERTICAL

OBSTRUCTIONS.

5. LEVEL LANDING MUST HAVE A MINIMUM OF 4' X 4' TURNING AREA.

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL

C-504

TRAFFIC MANAGEMENT PLAN

AS SHOWN

CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

Gardner, Massachusetts

Downtown Improvements Project - Phase V

Department of Community Development and Planning

DATE:

PROJECT NO:

MARK DATE DESCRIPTION

G0384-T99_Details.dwg

04/21/2026

G0384-T99

SCALE:

Pl ot te d

O n:

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7, 6-

6:

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S

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La st

S av ed

7/

/2

Ti gh e

B on d:

J:

\G \G

G ar dn er

\T

D ow nt ow n

Im pr ov em en ts

P ha se

\D ra w in gs \A ut oC

A D

\S he et \G

-T

_D et ai ls

.d w g

DESIGNED BY:

N.LAPRADE

S.OZTURK

M.WZOREK

J.VIAMARI, M.WZOREK

00 20' 40'

SCALE: 1" = 20'

NOTES:

1. DRUM DESIGN AND APPLICATION SHALL BE AS

PER THE CURRENT EDITION OF THE MUTCD.

2. DRUMS SHALL BE APPROXIMATELY 36" IN

HEIGHT, HAVING A MINIMUM WALL THICKNESS

OF 3/32" AND A MINIMUM DIAMETER OF 18"

REGARDLESS OF ORIENTATION.

3. DRUM MATERIAL MUST BE APPROVED U.V.

RESISTANT, LOW DENSITY, IMPACT RESISTANT

LINEAR POLYETHYLENE (OR APPROVED

EQUIVALENT). METAL DRUMS ARE PROHIBITED

FROM USE ON ALL STATE HIGHWAY PROJECTS.

4. SHEETING SHALL BE APPROVED ORANGE AND

WHITE TYPE VI REFLECTORIZED SHEETING

CONFORMING TO M.9.30.0 (SEE MHD

STANDARD SPECIFICATIONS FOR HIGHWAYS

AND BRIDGES)

5. ALL DRUMS SHALL BE WELL MAINTAINED

INCLUDING THE REMOVAL OF DUST OR ROAD

FILM, SO S NOT TO REDUCE REFLECTIVE

EFFICIENCY. WHEN A DRUM LOSES TARGET

VALUE, IT SHALL BE REPLACED.

6. WHEN A DRUM IS NO LONGER NEEDED IT

SHALL BE STORED IN A DRUM STORAGE AREA,

UNLESS IT IS REQUIRED FOR FUTURE USE

WITHIN A FIVE DAY PERIOD, IN WHICH CASE IT

SHALL BE STORED ON SITE.

WHITE

REFLECTIVE

SHEETING

SHEETING

ORANGE

REFLECTIVE

GENERAL NOTES:

P/F

REFLECTORIZED PLASTIC DRUM

OR 36" CONE

POLICE/FLAGGER DETAIL

TYPE III BARRICADE

ARROW BOARD

1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS

SUPERCEDED BY THESE PLANS.

2. ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE

MUTCD.

3. TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE

IN PLACE PRIOR TO THE START OF ANY WORK.

4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK

ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED

WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC.

5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING

DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN

NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE

EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY

HARDWARE" (MASH).

6. CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE

START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS

CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY

PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS.

7. THE FIRST FIVE PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH TYPE A LIGHTS.

8. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER.

9. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET

TO THE SPEED LIMIT IN MPH.

10. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE SHOWN. MINIMUM LANE

WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER.

11. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

12. SIGN MA-R2-10a AND MA-R2-10e SHALL BE LOCATED AT THE PROJECT LIMITS FOR THE

DURATION OF THE WORK.

WORK ZONE

DIRECTION OF TRAFFIC

SIGN

LEGEND:

WORK ZONE LIMIT SIGNS

R2-10 ppppplpppmppcc

MA-R2-10a MA-R2-10e panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18

END ROAD

WORK

DOUBLE

FINES END

WORK ZONES

SPEEDING

FINES

DOUBLED

60"X48"

FORMULAS FOR DETERMINING TAPER LENGTHS

SPEED LIMIT (S) TAPER LENGTH (L)

FEET

L= WS

L = WS

SEE NOTE 12

BUFFER

WORK

ZONE AL/3 B

W21-5bW21-5a

RIGHT

SHOULDER

CLOSED

RIGHT

SHOULDER

CLOSED

XXX

100 FT

(30m)

TRUCK MOUNTED

ATTENUATOR

DIVIDED HIGHWAY

SHOULDER CLOSED

PARKING LANES CLOSED

EXISTING SIDEWALK

EXISTING SIDEWALK

TEMPORARY

CROSSWALKTEMPORARY

CROSSWALK

WORK ZONE TO BE

ENCLOSED BY FENCING

EXISTING SIDEWALK

EXISTING SIDEWALK

PARKING LANE CLOSED

R9-9

TYPE I

TYPE II

WORK ZONE TO BE

ENCLOSED BY FENCING

TYPE III BARRICADE

TYPE III BARRICADE

PEDESTRIAN PATH

PEDESTRIAN PATH

W11-2 W16-7pL panelStyle:regulatory.ssipanelName:M6-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

W11-2,W16-7pL panelHeightLock:1panelWidthLock:1panelName:M6-2panelMaterial:0panelQuantity:1panelRoundCorners:0panelStyle:regulatory.ssimarginAlign:9panelSizes:STD.:21x15panelStation:noneconstructPanels:36|24|18legendMaterial:0panelMounting:0constructPanelMode:0

R9-11aR

TEMPORARY NO

PARKING SIGN

TEMPORARY NO

PARKING SIGN

W11-2,W16-7pL panelStyle:regulatory.ssipanelName:M6-2panelQuantity:1panelRoundCorners:0panelSizes:STD.:21x15panelMounting:0legendMaterial:0panelWidthLock:1panelMaterial:0panelStation:nonemarginAlign:9panelHeightLock:1constructPanelMode:0constructPanels:36|24|18

W11-2 W16-7pL panelStyle:regulatory.ssipanelName:M6-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0 constructPanels:36|24|18

NOTES

1. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY.

2. CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN. VEHICULAR TRAFFIC SHOULD BE HANDLED AS SHOWN ELSEWHERE.

3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES.

4. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE I, TEMPORARY CROSSWALKS

WITH APPROPRIATE SIGNS SHOULD BE INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AS SHOWN IN PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER. TEMPORARY CURB RAMPS WILL BE REQUIRED AT ALL TEMPORARY CROSSWALK LOCATIONS.

5. BYPASS IS TO BE USED IN CONJUCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING CONSTRUCTION STAGING, AS DIRECTED BY THE

ENGINEER.

6. THE TEMPORARY SIDEWALK SHOULD BE A MINIMUM OF 4 FEET WIDE. IF THIS WALKWAY EXCEEDS 200 FEET THEN A 5 FOOT X 5 FOOT PASSING ZONE. (FOR SHORT TERM SETUPS < 10 HOURS, THIS CONDITION MAY BE WAIVED. A NOTE WOULD NEED TO BE INCLUDED IN THE TTCP THAT STATES HOW THE

CONTRACTOR SHOULD ADDRESS THIS ISSUE.)

SIDEWALK CLOSED

CROSS HERE

SIDEWALK CLOSED

CROSS HERE

SIDEWALK

CLOSED

SIDEWALK

CLOSED

PEDESTRIAN

BYPASS

OF PROJECT SIGNS

TYPICAL INSTALLATION

5' M

IN

4' M

IN

6'-12'

MATT

WZOREK

CIVIL

52674No.

07/20/2026

JOSEPH P

VIAMARI JR.

CIVIL