Deborah Sampson Park Multipurpose Field

Agency:	Sharon town
State:	Massachusetts
Type of Government:	State & Local
Posted Date:	Jan 27, 2026
Due Date:	Jan 30, 2026
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

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GUNHOUSE STREET

SITE

LOCUS MAP

LIST OF DRAWINGS

SP1.1

SP1.2

L1.1

L2.1

L2.2

L2.3

L3.1

L4.1

L4.2

L4.3

L4.4

TOPOGRAPHIC SURVEY

SITE PREPARATION PLAN

SITE PREPARATION DETAILS

LAYOUT AND MATERIALS PLAN

GRADING & UTILITY PLAN

UTILITY DETAIL SHEET I

UTILITY DETAIL SHEET II

ENLARGEMENT SHEET

DETAIL SHEET I

DETAIL SHEET II

DETAIL SHEET III

DETAIL SHEET IV

N.T.S.

BID DOCUMENTS | JANUARY 14, 2026

TOWN OF SHARON

DEBORAH SAMPSON PARK MULTIPURPOSE FIELD

SHARON, MA

OWNER

Town of Sharon

90 S Main Street

Sharon, MA 02067

(781) 784-1500

LANDSCAPE ARCHITECT/CIVIL ENGINEER

Activitas

70 Milton Street

Dedham, MA 02026

(781) 326-2600

SURVEY

Reed Land Surveying, Inc.

109 Rhode Island Road #4A

Lakeville, MA 02347

(508) 923-1181

TOWN OF SHARON

DEBORAH SAMPSON PARK MULTIPURPOSE FIELD

BID DOCUMENTS | JANUARY 14, 2026

REVISIONS:

NO. DATE

SHEETS REVISED

NOTES

PROJECT NO. 24040.00

SITE PREPARATION LEGEND

PROPERTY LINE

APPROXIMATE LIMIT OF WORK

EROSION CONTROL MULCH FILTER SOCK

TEMPORARY CONSTRUCTION FENCE

CURB/FENCE REMOVAL

UTILITY REMOVAL

CONSTRUCTION ENTRANCE

REMOVE AND DISPOSE OF PAVEMENT

REMOVE AND STOCKPILE FOR REUSE

EXISTING TOPSOIL (ASSUME 9")

REMOVE AND STOCKPILE FOR REUSE

EXISTING TOPSOIL (ASSUME 20")

REMOVE AND DISPOSE OF GRAVEL

CLEAR AND GRUB EXISTING VEGETATED

OR FORESTED AREA

REMOVE AND DISPOSE OF INVASIVE

VEGETATION, PROTECT TREES

REMOVE AND DISPOSE OF EXISTING SITE

FURNISHING

SILT SACK AT EXISTING CATCH BASIN

EXISTING TREE REMOVAL

EXISTING TREE PROTECTION

SITE PREPARATION NOTES

1. EXISTING CONDITIONS INFORMATION IS REPRODUCED FROM THE

SURVEY PREPARED BY REED LAND SURVEYING INC., 109 RHODE

ISLAND ROAD, SUITE 4A LAKEVILLE, MA, DATED SEPTEMBER 3, 2024.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE

FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS,

SPECIFICATIONS, AND ACTUAL CONDITIONS TO THE LANDSCAPE

ARCHITECT/CIVIL ENGINEER FOR CLARIFICATION AND RESOLUTION

PRIOR TO STARTING WORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

CONDITIONS TO REMAIN THAT ARE DUE TO CONTRACTOR

OPERATIONS.

4. ALL ITEMS TO BE REMOVED THAT ARE NOT STOCKPILED FOR LATER

REUSE ON THE PROJECT OR FOR DELIVERY TO THE OWNER SHALL BE

LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR.

5. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN

ARE BASED ON THE SURVEY REFERENCED. THE CONTRACTOR SHALL

CONTACT DIGSAFE AND THE PROPER LOCAL AUTHORITIES OR

RESPECTIVE UTILITY COMPANIES TO CONFIRM THE LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WORK. ANY DAMAGE DUE

TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER

AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS

EFFORTS OF THE DEMOLITION WITH ALL TRADES.

7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTS OR

ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY.

8. THE CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH

GRADE (AS NECESSARY) ALL UTILITY AND SITE STRUCTURES SUCH AS

MANHOLES, CATCH BASINS, ETC. FROM MAINTAINED UTILITY AND

SITE SYSTEMS UNLESS OTHERWISE NOTED OR DIRECTED BY THE

LANDSCAPE ARCHITECT/CIVIL ENGINEER.

9. THE CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING PER THE

PLANS AND SPECIFICATIONS. CONTRACTOR MUST TAKE

APPROPRIATE MEASURES TO MAINTAIN A SECURE SITE THROUGHOUT

THE PROJECT.

10. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES

AROUND THE OUTSIDE PERIMETER (LIMIT OF WORK) AS SHOWN ON

PLAN PRIOR TO COMMENCING DEMOLITION AND EARTHWORK

OPERATIONS.

11. CONTRACTOR SHALL CONFIRM BENCHMARKS AND CONTROL

POINTS IN FIELD PRIOR TO DEMOLITION.

SHUT OFF EXISTING 1" CONNECTION AT

STREET; DELIVER METER TO OWNER; REMOVE

AND DISPOSE OF EXISTING METER PIT,

VALVE, AND ASSOCIATED WATER LINES

REMOVE AND DISPOSE OF INVASIVE

VEGETATION; EXISTING TREES TO

REMAIN AND BE PROTECTED TO THE

EXTENT PRACTICABLE

REMOVE AND DISPOSE OF GRAVEL

DRIVEWAY, ASSUME 12" DEPTH

1 TEMPORARY CONSTRUCTION FENCE,

SP1.2 TYPICAL; FENCE SHALL REMAIN FOR

ENTIRETY OF GROW-IN PERIOD

EXISTING TREE REMOVAL, TYPICAL

SAWCUT EXISTING ASPHALT

PAVEMENT; EXISTING ASPHALT

PAVEMENT TO REMAIN AND

BE PROTECTED AT SIDEWALK

REMOVE AND DISPOSE OF

PAVEMENT, TYPICAL

6 EXISTING TREE PROTECTION

SP1.2

EXISTING FENCING AT COURTS TO REMAIN

AND BE PROTECTED

EXISTING GATES TO REMAIN CHAINED

AND LOCKED BY CONTRACTOR DURING

DURATION OF CONSTRUCTION

CONTACT DIGSAFE:

UNDERGROUND UTILITIES SHOWN ON THE PLAN ARE COMPILED FROM PLANS AND FIELD SURVEY. UTILITY LOCATIONS

SHOULD BE CONSIDERED APPROXIMATE ONLY. DIGSAFE AND OR THE OTHER RESPECTIVE UTILITY COMPANIES SHALL BE

CONTACTED 72 BUSINESS HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. PHONE DIGSAFE 1-888-344-7233.

SAWCUT EXISTING ASPHALT

NEXT TO EDGE OF PAVEMENT

5 CONSTRUCTION ENTRANCE

SP1.2

CUT BACK AND REMOVE

EXISTING GRANITE CURB

REMOVE AND DISPOSE OF QUICK COUPLERS

AND WATER LINES TO THE LIMIT OF PROPOSED

FIELD; CONTRACTOR SHALL LOCATE AND

FLAG WATER SERVICE FOR CONNECTION TO

PROPOSED IRRIGATION SYSTEM

EXISTING FENCING TO BE

REMOVED BY OTHERS

ANY GARDENING MATERIALS REMAINING

ONSITE SHALL BE CONSIDERED ABANDONED

AND SHALL BE REMOVED AND DISPOSED.

CLEAR AND GRUB AND DISPOSE OF

REMAINING VEGETATION

REMOVE AND STOCKPILE FOR REUSE

EXISTING TOPSOIL; ASSUME 20" DEPTH

WITHIN GARDEN AREAS AND 9" DEPTH

WITHIN OTHER AREAS, TYPICAL

NOTE: REFER TO DETAILS FOR EROSION

CONTROLS AT STOCKPILE AREAS

PROTECT EXISTING SIGN TO REMAIN

3 SILT SACK AT CATCH BASIN

SP1.2

CLEAR AND GRUB VEGETATION;

CONTRACTOR TO VERIFY TREE REMOVAL

AND TREE LIMBING LIMITS WITH

LANDSCAPE ARCHITECT/CIVIL ENGINEER

PRIOR TO COMMENCING CLEARING

AND GRUBBING OPERATIONS. ALL TREE

STUMPS AND ASSOCIATED ROOT

SYSTEMS SHALL BE REMOVED WITHIN THE

LIMIT OF WORK, TYPICAL

70 Milton Street | Dedham, MA 02026-2915

(781) 326-2600 | activitas.com

CONSULTANTS

SURVEY -

REED LAND SURVEYING, INC.

REMOVE AND DISPOSE OF

EXISTING SHED AND

ASSOCIATED FOOTINGS/SLAB

4 EROSION CONTROL STRAW

SP1.2 WATTLE, TYPICAL

CONCRETE VAULT WITH ACCESS HATCH,

ASSUME 30' DEPTH, ASSUME 15" CONCRETE

THICKNESS; CONTRACTOR SHALL REMOVE

AND DISPOSE OF TOP SLAB AND METAL

ACCESS HATCH, REMOVE WALLS TO AT

LEAST 1' BELOW FIELD SUBGRADE, REMOVE

AND DISPOSE OF STAIRS AND ELECTRICAL

EQUIPMENT, REMOVE AND RETURN PUMP

STRUCTURES TO OWNER, CAP WATER LINES

TO BE ABANDONED IN PLACE,

PULVERIZE-IN-PLACE CONCRETE FLOOR,

BACKFILL BOTTOM OF VAULT WITH 12” OF

FREE DRAINING DRAINAGE STONE, INSTALL

LAYER OF NON-WOVEN GEOTEXTILE

FABRIC, AND BACKFILL VAULT WITH

COMMON FILL IN LIFTS. FROM THE BOTTOM

OF THE VAULT TO WITHIN 5’ OF THE FINISH

GRADE, LIFTS SHALL BE PLACED IN 15”-18”

THICKNESS AND COMPACTED TO 95%

MAXIMUM DRY DENSITY. WITHIN 5’ OF FINISH

GRADE, LIFTS SHALL BE PLACED IN 12”

MAXIMUM THICKNESS AND COMPACTED

TO A 95% MAXIMUM DENSITY.

CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY DEWATERING WITHIN EXISTING VAULT

REQUIRED TO COMPLETE WORK.

CLEAR AND GRUB VEGETATION;

CONTRACTOR TO VERIFY TREE REMOVAL

AND TREE LIMBING LIMITS WITH

LANDSCAPE ARCHITECT/CIVIL ENGINEER

PRIOR TO COMMENCING CLEARING

AND GRUBBING OPERATIONS. ALL TREE

STUMPS AND ASSOCIATED ROOT

SYSTEMS SHALL BE REMOVED WITHIN THE

LIMIT OF WORK, TYPICAL

EXISTING LIGHT POLES AND ASSOCIATED

WIRING TO REMAIN AND BE PROTECTED

15'

30'

60'

90'

Bid Documents

January 14, 2026

REVISIONS:

NO. DATE

DESCRIPTION

SCALE:

1" = 30'-0"

PROJECT NO.:

24040.00

FILE:

24040.00-SP1.1-SP_PLAN.dwg

DRAWN:

CHECKED:

OCM

HCG

SEAL:

SHEET TITLE:

SITE PREPARATION PLAN

SHEET NO:

SP1.1

2"x2" WOOD STAKE, TYPICAL

MULCH FILTER SOCK

FLOW

COMPACTED

EXCAVATED SOIL

UNDISTURBED

AREA

DISTURBED

AREA

SECTION

DISTURBED

AREA

102

101

100

UNDISTURBED

AREA

STAKE 4' ON

CENTER (MAX.)

MULCH FILTER SOCK

PLAN VIEW

MULCH FILTER SOCK

NOT TO SCALE

NOTES:

1. PLACE MULCH FILTER SOCK ON LEVEL

GRADE. EXTEND BOTH ENDS OF THE TUBE

AT LEAST 8'-0" UPSLOPE AT 45 DEGREES TO

THE MAIN ALIGNMENT.

2. REMOVE DEPOSITS WHEN SEDIMENT

ACCUMULATION IS ONE THIRD THE HEIGHT

OF THE EXPOSED MULCH FILTER SOCK OR

ONE HALF OF THE EXPOSED FILTER SOCK.

3. MULCH FILTER SOCK SHALL REMAIN IN

WORKING ORDER UNTIL THE SITE IS

STABILIZED. ADDITIONAL EROSION

CONTROLS SHALL BE INSTALLED AS NEEDED

TO PREVENT SILT FROM LEAVING THE SITE

AT NO ADDITIONAL COST TO THE OWNER.

4. ALL CONTROLS SHALL BE SET 5' FROM

BOTTOM TOE OF SLOPE.

STAKE 4' ON CENTER (MAX.)

INSTALL MULCH FILTER SOCK

IN ACCORDANCE WITH

"MULCH FILTER SOCK" DETAIL

2 TEMPORARY MATERIAL STOCKPILE

NOT TO SCALE

NOTES:

1. STOCKPILE TO BE LOCATED IN AN AREA WHICH

PROVIDES MAXIMUM PROTECTION AGAINST EROSION.

2. ARCH SHAPED CONTINUOUS STAKED MULCH FILTER

SOCK TUBE DIKE ALONG DOWN GRADIENT OF SLOPE.

11 GAUGE FABRIC TIES

12" O.C. AT TOP RAIL

8' O.C. MAXIMUM

1'-6"

4 TEMPORARY CONSTRUCTION FENCE

NOT TO SCALE

1 5/8" O.D. TOP RAIL

CONNECTOR BAND

BEVELED EDGE TENSION BANDS

WHEREVER FABRIC ENDS

DIAMOND FABRIC, KNUCKLED

SELVAGE, TOP AND BOTTOM

1.90" O.D. LINE POST

CONCRETE BLOCK

4,000 PSI REDI-MIX

NOTES:

1. TEMPORARY CONSTRUCTION FENCE SHALL BE

PROVIDED AT PROJECT LIMITS AS SHOWN ON THE

SITE PREPARATION PLAN AND AS SPECIFIED.

CONTRACTOR PROPOSED MODIFICATIONS TO

TEMPORARY CONSTRUCTION FENCE, SUCH AS BUT

NOT LIMITED TO THE USE OF SNOW FENCE (OR

SIMILAR) WILL NOT BE CONSIDERED, UNLESS

OTHERWISE NOTED.

2. POST SPACING SHALL BE EQUIDISTANT.

3. CONTRACTOR SHALL MAINTAIN A SECURE SITE AT

ALL TIMES. CONTRACTOR SHALL PROVIDE

ADDITIONAL TEMPORARY CONSTRUCTION FENCE AT

NO ADDITIONAL COST TO THE OWNER IF NECESSARY

TO PROPERLY SECURE THE SITE.

BOTTOM RAIL

FINISH GRADE

50' (MIN)

SITE

10'

(MIN)

PLAN VIEW

SITE

50' (MIN.)

FILTER

FABRIC

2 - 3" CRUSHED

3' 5:1

EXISTING

PAVEMENT

EXISTING

PAVEMENT

MOUNTABLE

BERM

NOTES:

1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT

MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS

WHERE INGRESS OR EGRESS OCCURS. CONTRACTOR

SHALL REVIEW FINAL LOCATION AND SIZE ON TEMPORARY

CONSTRUCTION ENTRANCE WITH OWNER AND

LANDSCAPE ARCHITECT PRIOR TO MOBILIZATION.

2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

WHICH SHALL PREVENT TRACKING OR FLOWING OF

SEDIMENT INTO RIGHT-OF-WAY OR ADJACENT PARKING

AREAS AND DRIVES. THIS MAY REQUIRE PERIODIC TOP

DRESSING WITH ADDITIONAL STONE AS CONDITIONS

DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES

USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED,

WASHED AND/OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAYS OR ADJACENT PARKING AREAS AND

DRIVES MUST BE REMOVED IMMEDIATELY. MOUNTABLE

BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND

MAINTENANCE SHALL BE PROVIDED.

3. CONTRACTOR SHALL WASH WHEELS OF VEHICLES AT

CONSTRUCTION ENTRANCE PRIOR TO VEHICLES EXITING

SITE TO PREVENT SOIL MATERIAL FROM BEING TRACKED

FROM THE SITE.

4. PERIODIC INSPECTION AND MAINTENANCE SHALL BE

PROVIDED.

5 TEMPORARY CONSTRUCTION ENTRANCE

NOT TO SCALE

EXISTING TREE; WRAP WITH TWO

LAYERS OF BURLAP AND WITH

TWO LAYERS OF STANDARD

SNOW FENCE. WIRE TO FASTEN

SECURELY

TREE PROTECTION FENCE. USE

STANDARD SNOW FENCE, 4' HT.

PLACE FENCE UNDERNEATH

DRIPLINE, BUT NO CLOSER THAN

8'-0" FROM TRUNK

METAL POST TO SUPPORT FENCE,

(6 MINIMUM REQUIRED), DRIVEN

INTO THE GROUND 2'-0"

MINIMUM, EQUAL SPACING

AROUND TREE

CROWN DRIP LINE OF OTHER LIMIT OF TREE PROTECTION AREA

EXISTING TREE; WRAP WITH TWO

LAYERS OF BURLAP AND WITH TWO

LAYERS OF STANDARD SNOW

FENCE. WIRE TO FASTEN SECURELY

8.5" x 11" LAMINATED SIGN

WHICH READS "KEEP OUT

TREE PROTECTION AREA".

SIGNS SHALL BE SPACED

EVERY 50' ALONG THE FENCE

KEEP

OUT

NOTES:

1. CONTRACTOR SHALL NOT

OPERATE ANY EQUIPMENT WITHIN

THE LIMIT OF PROTECTIVE

FENCING INCLUDING DURING

FENCE INSTALLATION AND

REMOVAL PROCEDURES

2. REFER TO SITE PREPARATION PLAN

AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION

TREE PROTECTION FENCE. USE

STANDARD SNOW FENCE, 4' HT. PLACE

FENCE UNDERNEATH DRIPLINE, BUT NO

CLOSER THAN 8'-0" FROM TRUNK

2" x 6' STEEL POST OR APPROVED EQUAL.

POSTS SHALL BE SPACED EVERY 9'-4" MIN.

5" THICK LAYER OF MULCH

MAINTAIN EXISTING GRADE WITH THE

TREE PROTECTION FENCE UNLESS

OTHERWISE NOTED ON THE PLANS

PLAN VIEW

6 EXISTING TREE PROTECTION

NOT TO SCALE

SECTION VIEW

FLOW

CATCH

BASIN

INSTALL FILTER FABRIC

SILT SACK, REFER TO

SPECIFICATIONS

SILT SACK

NOT TO SCALE

70 Milton Street | Dedham, MA 02026-2915

(781) 326-2600 | activitas.com

CONSULTANTS

SURVEY -

REED LAND SURVEYING, INC.

Bid Documents

January 14, 2026

REVISIONS:

NO. DATE

DESCRIPTION

SCALE:

PROJECT NO.:

FILE:

DRAWN:

CHECKED:

SEAL:

AS NOTED

24040.00

24040-SP1.2-SP_DET.dwg

JEF

HCG

SHEET TITLE:

SITE PREPARATION

DETAILS

SHEET NO:

SP1.2

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Deborah Sampson Park Multipurpose Field

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