Town of Charelmont Community Park Improvements- FOR BIDDING AND CONSTRUCTION.pdf

COMMUNITY PARK IMPROVEMENTS

TOWN OF CHARLEMONT

PROJECT LOCATED AT:

10 SCHOOL ST, CHARLEMONT, MA

DATE: MAY 28, 2026

VICINITY MAP

NOT TO SCALE

PREPARED BY:

BELLINO ENGINEERING, LLC

50 STATE STREET, SUITE 6,

SHELBURNE FALLS, MA 01370

PREPARED FOR:

TOWN OF CHARLEMONT

157 MAIN STREET

CHARLEMONT, MA 01339

LOCATION MAP

NOT TO SCALE

CHARLEMONT

CENTER

PROJECT

LOCATION

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MAIN STREET

FOR BIDDING AND CONSTRUCTION

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

ENGINEER:

SCALE:

SHEET:

CHECKED BY:

DATE:

DRAFTER:

REVISIONS

DRAWING TITLE:

PREPARED BY:

LOCUS:

PURPOSE:

5/28/2026

10 SCHOOL STREET

TOWN OF CHARLEMONT

OF

COMMENTDATENO.

COMMUNITY PARK

IMPROVEMENTS

SEE SHEET

JWB JWB

JWB

BASE PLAN NOTES (APPLICABLE TO ALL SHEETS):

1. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON OBSERVED ABOVE GROUND EVIDENCE ONLY

AND ARE TO BE CONSIDERED APPROXIMATE. THERE IS NO GUARANTEE ON THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN.

OWNER/CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCEMENT OF WORK.

2. ALL INFORMATION WITHIN EXISTING CONDITIONS/BASE PLAN DERIVED FROM TOWN-PROVIDED INFORMATION, MASSGIS, AERIAL PHOTOGRAPHY, AND LIMITED FIELD OBSERVATIONS. CONTRACTOR MUST FIELD VERIFY ALL FEATURES, DIMENSIONS, GRADES, ELEVATIONS, BOUNDARIES, AND LOCATIONS PRIOR TO BIDDING ON THE PROJECT. NO

TOPOGRAPHIC OR BOUNDARY SURVEY WAS UTILIZED.

GENERAL CONSTRUCTION NOTES (APPLICABLE TO ALL SHEETS):

1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY POLICE DETAILS WITH THE LOCAL POLICE DEPARTMENT.

3. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL REQUIRED CONSTRUCTION PERMITS. ALL FEES INCLUDING POLICE DETAILS AND POSTING OF BONDS, ARE TO BE PAID BY THE CONTRACTOR, AND COORDINATED WITH THE OWNER.

4. ALL EXISTING CONDITIONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED CONDITIONS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING

ANY WORK.

5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF PREVIOUS OWNERS, VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.

THIS INFORMATION IS NOT GUARANTEED AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES, ANY GOVERNING PERMITTING AUTHORITIES, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN.

6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. ALL COSTS RELATED TO THE REPAIR OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES

INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

7. THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONAL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/OR FLAGMEN AS

DETERMINED NECESSARY BY THE ENGINEER AND/OR OWNER.

8. ALL TRENCHING WORK WITHIN A PUBLIC OR PRIVATE ROADWAY SHALL BE COORDINATED WITH THE OWNER AND/OR PROPER LOCAL & STATE AGENCIES.

TRENCH SAFETY AND RELATED PERMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK MAY BE REQUIRED TO TAKE PLACE OUTSIDE OF

NORMAL HOURS OF OPERATION FOR THE FACILITY.

9. THE CONTRACTOR SHALL MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS NECESSARY.

10. ALL IMPORTED MATERIAL SHALL BE CLEAN AND FREE OF ANY HAZARDOUS WASTE OR OTHER CHEMICAL CONTAMINATION. NO MATERIAL WILL BE ACCEPTED FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000.

11. SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION WILL BE PROVIDED, SCHEDULED, MANAGED, AND PAID FOR BY THE CONTRACTOR.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROL POINTS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS SHALL BE

COORDINATED WITH THE ENGINEER.

13. MINOR GRADING AND LAYOUT ADJUSTMENTS MAY BE REQUIRED BASED ON ACTUAL FIELD CONDITIONS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES AND MONUMENTATION. GRADE STAKES SHALL REMAIN IN PLACE UNTIL A FINAL INSPECTION OF THE SITE HAS BEEN COMPLETED BY THE ENGINEER. ANY RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES SHALL BE THE

RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR.

15. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILS/SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSACHUSETTS HIGHWAY DEPARTMENT) STANDARD SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, THE 2002 SUPPLEMENTAL

SPECIFICATIONS, AND THE 2005 STANDARD SPECIAL PROVISIONS).

16. CONSTRUCTION AND/OR DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, HAZARDOUS WASTES AND TRENCH WORK.

17. SOLID WASTES AND/OR CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE COLLECTED AND STORED IN A SECURED DUMPSTER. THE DUMPSTER SHALL MEET

ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS.

18. THE CONTRACTOR SHALL RESTORE ALL SITE SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. IF THE PLANS FAIL TO IDENTIFY ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

COMMENCEMENT OF ANY WORK.

19. DEVIATION OR ALTERATION OF THE PROPOSED WORK IS TO BE VERIFIED BY THE ENGINEER AND OWNER PRIOR TO CONDUCTING THE WORK.

20. AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK SITE AND PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS AND WIND BLOWN OR WATER CARRIED DEBRIS, SHALL BE

COLLECTED, AND REMOVED FROM THE SITE.

EROSION & SEDIMENT CONTROL NOTES (APPLICABLE TO ALL SHEETS):

1. THE SITE CONSTRUCTION FOREMAN SHALL BE RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND

SHALL IMPLEMENT ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING WETLANDS AND

RESOURCE AREAS.

2. THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE INSPECTED, MAINTAINED AND REPLACED AS NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. SUCH MEASURE SHALL REPRESENT THE LIMIT OF WORK AND ALL WORKERS SHALL BE INFORMED THAT NO CONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE CONSTRUCTION PERIOD.

3. A MINIMUM SURPLUS OF 25-FEET OF EROSION CONTROL BARRIER (SILT FENCE, HAYBALE, &/OR SILT SOCK) SHALL BE STORED ONSITE AT ALL TIMES.

4. THE CONTRACTOR SHALL PREVENT ANY SEDIMENT TRANSPORT TO THE ADJACENT PROPERTIES DURING CONSTRUCTION AND UNTIL ACCEPTANCE BY THE

OWNER/ENGINEER.

5. THE LIMIT OF ALL CLEARING, GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. THE CONTRACTOR SHALL PHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED OR UNSTABILIZED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, ONLY THOSE AREAS WHICH ARE ACTIVELY UNDER CONSTRUCTION SHALL BE GRUBBED. THE REQUIRED SEDIMENTATION CONTROL FACILITIES MUST BE PROPERLY ESTABLISHED, CLEARLY VISIBLE AND IN OPERATION PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION ACTIVITIES WHICH WILL LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS FORECAST, THE CONTRACTOR SHALL USE THEIR BEST PROFESSIONAL JUDGEMENT WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ENSURING THE NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS.

7. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF

0.25 INCH OR GREATER DURING CONSTRUCTION TO ENSURE THAT THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE OPERATING/FUNCTIONING PROPERLY. IDENTIFIED DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY AND NO LATER THAN 24 HOURS AFTER IDENTIFICATION.

8. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT SOCK, SILT FENCE, HAYBALES, OR A COMBINATION OF SILT

FENCE WITH HAYBALES.

9. DISTURBED AREAS AND SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS DURING THE INACTIVE WINTER SEASON. THE CONTRACTOR SHOULD PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 SHALL BE REINFORCED WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES

MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD BY THE ENGINEER.

10. SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CONSTRUCT THESE BASINS IN

APPROPRIATE LOCATIONS.

11. ALL EXITS FROM THE SITE SHALL BE SWEPT AS NECESSARY, INCLUDING ANY TRACKING TO ENSURE SEDIMENT IS CONTAINED ONSITE. PAVED AREAS SHALL BE SWEPT AS NEEDED TO REMOVE SEDIMENT OR POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING CONSTRUCTION ACTIVITIES.

12. ACCUMULATED SEDIMENT SHALL BE COLLECTED AND DISPOSED OF IN A PRE-APPROVED LOCATION BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER.

13. THE CONTRACTOR SHALL PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THE DURATION OF THE PROJECT TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERSONNEL AND EQUIPMENT EITHER ON SITE OR MAKE READILY AVAILABLE TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE

PROPERLY MAINTAINED AND REPAIRED IN A TIMELY AND RESPONSIBLE MANNER.

14. IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT PROPER MEASURES INCLUDING DEWATERING BAGS, TEMPORARY HAYBALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES. THE DEWATERING MEASURES SHALL

BE APPROVED BY THE ENGINEER.

15. THE CONTRACTOR SHALL ROUTINELY INSPECT THE PERIMETER OF THE SITE PROPERTY TO GATHER AND REMOVE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. ALL TRUCKS AND CONTAINERS LEAVING

THE SITE SHALL BE COVERED.

16. ANY CEMENT OR CONCRETE PRODUCTS LEAVING THE SITE OR ENTERING RESOURCE AREAS SHALL BE REMOVED BY HAND AT THE CONTRACTOR'S EXPENSE.

17. BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED UNLESS OTHERWISE INDICATED BY THE ENGINEER.

18. THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR IMPACTED BY THE PROJECT. ANY SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK SHALL BE REMOVED PRIOR TO THE

OWNER'S ACCEPTANCE.

DRAWING INDEX:

G001: COVER SHEET

G002: GENERAL NOTES AND DRAWING INDEX

C001: EXISTING, DEMOLITION, AND PROPOSED SITE PLANS

D001: CONSTRUCTION DETAILS

G002 GENERAL NOTES AND

DRAWING INDEX

ACCESIBILITY NOTES (APPLICABLE TO ALL SHEETS):

1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL COMPLY WITH APPLICABLE ADA AND

MAAB REQUIREMENTS.

2. ACCESSIBLE SURFACES SHALL BE FIRM, STABLE, AND SLIP RESISTANT.

3. MAXIMUM CROSS SLOPE FOR ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL NOT

EXCEED 2%.

4. ACCESSIBLE ROUTES SHALL MAINTAIN POSITIVE DRAINAGE AND SMOOTH TRANSITIONS BETWEEN SURFACES.

5. CONTRACTOR SHALL PROVIDE REQUIRED ACCESSIBLE SIGNAGE FOR ACCESSIBLE AND VAN-ACCESSIBLE PARKING

SPACES.

6. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.

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PROJECT

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LOCUS MAP

NTS

FOR BIDDING AND CONSTRUCTION

ROUTE 2 AKA MOHAWK TRAIL

SCH

O

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L STREET

D

HSE

# 108

N/F

TOWN OF

CHARLEMONT

PARCEL:

19-085

N/F

TOWN OF CHARLEMONT

PARCEL:

19-084-1

N/F

HAWLEMONT REGIONAL

SCHOOL

PARCEL:

19-084

N/F

PASTRICH-KLEMMER,

RE INC. C/O KLEMMER,

KATHERINE

PARCEL: 19-086

N/F

TOWN OF CHARLEMONT

SCHOOL STREET

LAYOUT

ROUTE 2 AKA MOHAWK TRAIL

SCH

O

O

L STREET

D

HSE

# 108

N/F

TOWN OF

CHARLEMONT

PARCEL:

19-085

N/F

TOWN OF CHARLEMONT

PARCEL:

19-084-1

N/F

HAWLEMONT REGIONAL

SCHOOL

PARCEL:

19-084

N/F

PASTRICH-KLEMMER,

RE INC. C/O KLEMMER,

KATHERINE

PARCEL: 19-086

N/F

TOWN OF CHARLEMONT

SCHOOL STREET

LAYOUT

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

ENGINEER:

SCALE:

SHEET:

CHECKED BY:

DATE:

DRAFTER:

REVISIONS

DRAWING TITLE:

PREPARED BY:

LOCUS:

PURPOSE:

5/28/2026

10 SCHOOL STREET

TOWN OF CHARLEMONT

OF

COMMENTDATENO.

COMMUNITY PARK

IMPROVEMENTS

SEE SHEET

JWB JWB

JWB

EXISTING SITE PLAN AND DEMOLITION PLAN

SCALE 1"=20' AT ORIGINAL SIZE

40'302010

C001 EXISTING, DEMOLITION,

AND PROPOSED SITE PLANS

DEMOLISH AND PROPERLY

DISPOSE OF EXISTING ASPHALT

COURTS AND APPURTENANCES

(APPROX. 1,110 SY)

NOTES (APPLICABLE TO ALL SHEETS):

1. TOWN TO APPROVE FINAL COURT LOCATION, LAYOUT, AND STRIPING DESIGN, AS WELL AS FINAL PARKING LOT LAYOUT AND STRIPING. CONTRACTOR TO PROVIDE SHOP DRAWING SUBMITTAL TO TOWN FOR APPROVAL PRIOR TO ORDERING MATERIALS AND COMMENCEMENT OF ANY WORK.

2. ADA OUTDOOR COMPLIANT PICNIC TABLE TO BE POLLY PRODUCTS DELUXE (DPTHA), OR APPROVED EQUAL. CONTRACTOR AND TOWN TO COORDINATE FINAL TYPE, COLOR, SIZE

AND LOCATION PRIOR TO ORDERING.

3. UNIVERSAL ACCESS PICNIC TABLES TO BE PARK RANGER RECYCLED PLASTIC-UNIVERSAL ACCESS, OR APPROVED EQUAL. CONTRACTOR AND TOWN TO COORDINATE FINAL TYPE, COLOR, SIZE AND LOCATION PRIOR TO ORDERING.

4. ADA OUTDOOR COMPLIANT BENCH TO BE POLLY PRODUCTS TB6HA TRADITIONAL SERIES ADA COMPLIANT 6' BENCHES WITH ARMS, OR APPROVED EQUAL. CONTRACTOR AND TOWN

TO COORDINATE FINAL TYPE, COLOR, SIZE, AND LOCATION PRIOR TO ORDERING.

5. RECYCLED PLASTIC NEWPORT BENCHES TO BE 72-INCH MODEL PB6-NEW, OR APPROVED EQUAL. CONTRACTOR AND TOWN TO COORDINATE FINAL TYPE, COLOR, SIZE, AND

LOCATION PRIOR TO ORDERING.

6. CONTRACTOR AND TOWN TO COORDINATE FINAL FENCE TYPE, COLOR, SIZE, AND DOOR QUANTITY AND LOCATIONS PRIOR TO ORDERING.

7. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON OBSERVED ABOVE GROUND EVIDENCE ONLY AND ARE TO BE CONSIDERED APPROXIMATE. THERE IS NO GUARANTEE ON THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. OWNER/CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCEMENT OF ANY WORK.

8. BASE PLAN DERIVED FROM TOWN-PROVIDED INFORMATION, MASSGIS, AERIAL PHOTOGRAPHY, AND LIMITED FIELD OBSERVATIONS. CONTRACTOR MUST FIELD VERIFY ALL FEATURES, DIMENSIONS, UTILITIES, GRADES, ELEVATIONS, MATERIALS AND LOCATIONS PRIOR TO BIDDING ON THE PROJECT. NO TOPOGRAPHIC OR BOUNDARY SURVEY WAS

UTILIZED.

PROPOSED SITE PLAN

SCALE 1"=20' AT ORIGINAL SIZE

40'302010

PROPOSED COURT SURFACES SHALL

BE GRADED 0.5% TO 1% SLOPE TO

DIRECT RUNOFF TO ADJACENT

INFILTRATION BASIN

INFILTRATION BASIN,

SEE DETAIL

INFILTRATION BASIN,

SEE DETAIL

PROPOSED ASPHALT COURT

REPLACEMENT LIMITS,

APPROX. 1,110 SY

REMOVE GRASS AND TOPSOIL TO

ALLOW FOR FUTURE MULCHED

GARDEN BED WITH PLANTINGS,

(APPROX. 390 SY)

10' HIGH BLACK

VINYL-COATED FENCE,

POSTS SET IN CONCRETE

PER MANUFACTURERS

REQUIREMENTS

ACCESSIBLE SIGN

APPROX. LOCATION OF

MULCH AND PLANTINGS,

NOT IN CONTRACT

PEDESTRIAN PATH SHALL

BE COMPACTED

GRAVEL/STONE DUST TO

CREATE FIRM, STABLE

WALKING SURFACE (TYP)

ADA ACCESSIBLE PATH TO BE BRICK

STAMPED ASPHALT, PAINTED BRICK RED,

NOT TO EXCEED 2% IN ANY DIRECTION

(APPROX. 40 SY)

EV

CHARGING

ONLY

EV

96" ADA OUTDOOR

COMPLIANT OUTDOOR PICNIC

TABLE, SEE NOTES BELOW

96" UNIVERSAL ACCESS

PICNIC TABLE (TYP), SEE

NOTES BELOW

72" RECYCLED PLASTIC

BENCHES, SEE NOTES BELOW

72" ADA OUTDOOR COMPLIANT

BENCH, SEE NOTES BELOW

FUTURE EV CHARGING

STATION, NOT IN CONTRACT

4' ACCESS GATES

(TYP)

PARKING STALL

STRIPING, SEE

DETAILS

PICNIC AREA SHALL BE

COMPACTED GRAVEL/STONE

DUST TO CREATE FIRM,

STABLE WALKING SURFACE

(TYP)

INLET PROTECTION

AT CATCH BASINS

(TYP)

3 4

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LOCATION

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LOCUS MAP

NTS

17.5'

3'

5'

41.5'

42'

R3'

100'

97.5'

R3' (TYP.)CONNECT ACCESS PATH TO

SCHOOL STREET

FOR BIDDING AND CONSTRUCTION

AutoCAD SHX Text

EX. UTIL. POLE WITH OHW

AutoCAD SHX Text

EXISTING PAVED ROAD AND PARKING LOT

AutoCAD SHX Text

EXISTING ASPHALT COURTS

AutoCAD SHX Text

APPROX. LOCATION OF EXISTING UNKNOWN DRAINAGE SYSTEM

AutoCAD SHX Text

APPROX. GIS-BASED PROPERTY LINES AND LAYOUTS (TYP.)

AutoCAD SHX Text

EDGE OF PAVEMENT (TYP.)

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

EX. UTIL. POLE WITH OHW

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

APPROX. GIS-BASED PROPERTY LINES AND LAYOUTS (TYP.)

AutoCAD SHX Text

EX. UTIL. POLE WITH OHW

AutoCAD SHX Text

EXISTING PAVED ROAD AND PARKING LOT

AutoCAD SHX Text

EXISTING ASPHALT COURTS

AutoCAD SHX Text

APPROX. LOCATION OF EXISTING UNKNOWN DRAINAGE SYSTEM

AutoCAD SHX Text

APPROX. GIS-BASED PROPERTY LINES AND LAYOUTS (TYP.)

AutoCAD SHX Text

EDGE OF PAVEMENT (TYP.)

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

EX. UTIL. POLE WITH OHW

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

APPROX. GIS-BASED PROPERTY LINES AND LAYOUTS (TYP.)

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

ENGINEER:

SCALE:

SHEET:

CHECKED BY:

DATE:

DRAFTER:

REVISIONS

DRAWING TITLE:

PREPARED BY:

LOCUS:

PURPOSE:

5/28/2026

10 SCHOOL STREET

TOWN OF CHARLEMONT

OF

COMMENTDATENO.

COMMUNITY PARK

IMPROVEMENTS

SEE SHEET

JWB JWB

JWB

GRATE

LIFT STRAPS

STANDARD FILTER FABRIC

BAG IS A WOVEN

MONOFILAMENT

DUMPING STRAP

DRAINAGE STRUCTURE

SEDIMENTATION CONTROL AT

CATCH BASIN

NOT TO SCALE

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY, STABILIZED AND LOCATED

AWAY FROM KNOWN WORK AREAS TO PREVENT RELOCATION, SEE SITE PLAN FOR

LOCATION.

2. MAXIMUM STOCKPILE HEIGHT SHALL BE 8 FEET.

3. EACH PILE SHALL BE SURROUNDED WITH SILT FENCING OR STRW WATTLES. IF

STOCKPILE IS TO REMAIN FOR EXTENDED PERIOD OF TIME, STABILIZE WITH GRASS SEED.

4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-GRADIENT OF THE STOCKPILE TO

DIVERT STORMWATER AROUND THE STOCKPILE.

SILT FENCE OR STRAW WATTLES

TEMPORARY STOCKPILED

SOIL

2 MAX

10' MIN

NOT TO SCALE

STABILIZED SOIL STOCKPILE - TEMPORARY

8'

MA

X.

NOTES:

1. STRAW ROLL SHALL BE SECURLEY STAKED IN A 3"-5" DEEP TRENCH DUG

ALONG CONTOUR. RUNOFF IS NOT TO FLOW UNDERNEATH OR AROUND

STRAW ROLL.

3" -5

3'-4"

8"-10" DIA.

1" X 1" WOODEN STAKE

STRAW ROLL (WATTLE) DETAIL

NOT TO SCALE

D001 CONSTRUCTION

DETAILS

6"

HYDROSEED

LOAM AND SEED-SECTION

NOT TO SCALE

LOAM

UNDISTURBED NATIVE

SUBGRADE OR SUITABLE

COMPACTED FILL

SEE

PLAN8.5' MIN.8' VAN8.5' MIN

3'

' T

YP

NOTE:

1. ADA ACCESS AISLE WIDTH

FOR VAN ACCESSIBLE SPACES

SHOULD BE 8 FEET-SEE PLANS.

2. ALL PARKING LOT STRIPING

SHALL BE 4" SOLID WHITE

PAINTED LINES.

3. ALL PAINT SHALL BE

NON-SKID.

2% SLOPE

MAX

2% SLOPE

MAX IN ALL

DIRECTIONS

ADA ACCESSIBLE PARKING

SIGN AND VAN ACCESSIBLE

SIGN WHEN REQUIRED

SIDEWALK AT GRADE

W/ PARKING STALLS

PARKING STALL BUMPER

(SEE DETAIL)

4' ADA GRAPHIC SYMBOL

PAINTED WHITE ON

PAINTED BLUE

BACKGROUND

4" WIDE

PAINTED

LINES (TYP.)

PARKING STALL STRIPING SCHEMATIC

NOT TO SCALE

2-1"Ø HOLES

SECTION

2" 9"

4"

2" 3" 5"

INSTALLATION PLAN1'

-6

" T O

E

DG

E O

F

PA

RK

IN

G

ST

AL

L

SEAL 1/2" DEEP HOLE W/ MORTAR

WHEEL STOP

PAINTED STRIPES AS

SHOWN IN THE SITE PLAN

PRECAST BUMPER (WHEEL STOP) DETAIL

NOT TO SCALE

2-#3 REBARS

#6 @ 2'-6" LONG

℄ PARKING STALL

9"

4-1/2"

6'-0" MIN.6"

6"

NOTES:

1. SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL SHALL BE EXCAVATED FROM ALL PAVED

AREAS PRIOR TO SUB-BASE INSTALLATION.

2. EXISTING SUBGRADE AND/OR FILL SHALL BE COMPACTED TO 95% COMPACTION.

6" DENSE GRADED CRUSHED STONE,

COMPACTED TO 95%

1-1/2" SURFACE COURSE

COURT AND ADA PATH - SURFACE TREATMENT DETAIL

NOT TO SCALE

4" COMPACTED GRAVEL/STONE DUST

SUBSOIL - AGGREGATE

BASE COMPACTED AT MIN.

90% MAXIMUM DENSITY

FINISH

GRADE

4"

GRAVEL PATH/PICNIC AREA - SURFACE TREATMENT DETAIL

NOT TO SCALE

PERMEABLE, NON-WOVEN

GEOTEXTILE FABRIC ( MIRAFI

140N), OR EQUAL ON SIDES

AND TOP ONLY

INFILTRATION BASIN

NOT TO SCALE

8'

1.5" WASHED STONE

6" DIA. PERFORATED

HDPE PIPE

2'

2'

6" SANDY LOAM, WELL-DRAINING

TOPSOIL

SLOPED 0.5 TO 1%

LOAM AND SEED, SEE

DETAIL

1-1/2" BINDER COURSE

12"

NOTES:

1. BASIN BOTTOM SHALL BE GENERALLY LEVEL TO PROMOTE TEMPORARY STORAGE AND INFILTRATION.

NO SURFACE OUTLET IS PROPOSED.

2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FROM COURT SURFACES TOWARD BIO-RETENTION

BASIN.

3. MINOR GRADING ADJUSTMENTS MAY BE MADE IN THE FIELD TO MAINTAIN DRAINAGE CONTINUITY.

4. PERFORATED PIPE INTENDED FOR TEMPORARY SUBSURFACE STORAGE AND INFILTRATION.

5. GEOTEXTILE SEPARATOR SHALL PREVENT MIGRATION OF FINES INTO WASHED STONE RESERVOIR.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION.

4 4

PROJECT

LOCATION

RI

DD

EL

L R

OA

D

SC

HO

OL

S

TR

EE

TMAIN STREET

LOCUS MAP

NTS

STAMPED BRICK

PATTERN, PAINTED

BRICK RED ON ADA

PICNIC AREA ONLY

FOR BIDDING AND CONSTRUCTION

AutoCAD SHX Text

EDGE OF PAVEMENT