High Street Drainage Improvements_Construction Plans.pdf

PDF 23 MB Posted Jun 17, 2025

Attached to: High Street Drainage Improvements Project
Solicitation number: BD-25-1249-BDPW4-400-118040
Issued by: Bristol County, Boston City, Massachusetts

View the file

Other files

File	Type	Posted
High Street Drainage Improvements_Bid Documents.pdf	PDF	Jun 17, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

MH#14

#16

HIGH STREET

RIVER

TOW

N RIVER HIGH STREET

WALL STREET

PROJECT SITE VICINITY MAP:

PREPARED BY:

LOCATION MAP:

HIGH STREET

BRIDGEWATER, MASSACHUSETTS

CONSTRUCTION PLANS

JUNE 6, 2025

PREPARED FOR:

TOWN OF BRIDGEWATER

66 CENTRAL SQUARE

BRIDGEWATER, MA 02324

0' 50' 100'

SCALE 1" = 100'

0 1/2" 1"

0' 1500' 3000'

SCALE 1" = 1500'

0 1/2" 1"

Know what's below.

before you dig.Call

R www.digsafe.com

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

SLRCONSULTING.COM

HIGH STREET DRAINAGE

IMPROVEMENTS

PROJECT SITE

LIST OF DRAWINGS

NO. NAME TITLE

01 -- TITLE

02 IN-1 INDEX

03 EX-1 EXISTING CONDITIONS

04 EX-2 EXISTING CONDITIONS

05 UT-1 UTILITY PLAN

06 UT-2 UTILITY PLAN

07 LA-1 LAYOUT & RESTORATION PLAN

08 LA-2 LAYOUT & RESTORATION PLAN

09 CP-1 CONSTRUCTION PLAN

10 MPT-1 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

11 SE-1 SEDIMENTATION & EROSION CONTROL DETAILS

12 DE-1 DETAILS

17+00

0+00 1+00

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00 11+00 12+00

13+00

14+00

15+00

16+00

L38 L39 L40 L41 L42 L43 L1 L2 L3 L4

L5 L6

L7 L8

L9 L10

L11 L12

L13 L14 L15 L16 L17 L18 L19 L20

L21 L22 L23 L24 L25 L26 L27 L28

L29

L30

L31

L32

L33

L34

L35

BASELINE GEOMETRY TABLE:

HIGH STREET

SEGMENT

NUMBER

L38

L39

L40

L41

L42

L43

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

SEGMENT

LENGTH

29.4'

31.1'

25.3'

30.2'

25.3'

28.4'

30.6'

36.5'

64.1'

41.0'

56.6'

57.1'

52.3'

56.8'

53.3'

63.3'

25.6'

56.2'

40.4'

29.6'

48.7'

42.3'

35.8'

41.4'

37.9'

30.2'

14.9'

21.3'

9.2'

19.5'

29.8'

17.4'

10.9'

33.2'

55.4'

46.8'

43.7'

59.3'

30.9'

45.0'

114.2'

41.5'

CURVE

RADIUS

188.4'

LINE DIRECTION

N34.9E

N35.1E

N34.9E

N35.3E

N34.9E

N35.2E

N35.1E

N35.0E

N34.9E

N34.0E

N32.9E

N32.7E

N32.8E

N33.0E

N32.9E

N33.4E

N33.2E

N33.8E

N35.4E

N38.0E

N42.2E

N44.1E

N46.6E

N48.0E

N47.6E

N49.3E

N47.3E

N48.2E

N49.3E

N51.8E

N53.1E

N56.9E

N59.4E

N60.5E

N69° 41' 31.14"E

N78.2E

N78.3E

N79.3E

CURVE

CHORD

DIRECTION

N69.7E

CURVE

CHORD

LENGTH

59.0'

SHEET NAME

DATE

IN-1

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

JUNE 6, 2025

21408.00002

1"=60'

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 30' 60'

0 1/2" 1"

Y D

E, C

O N

.C O

SEE SHEET EX-1, UT-1 & LA-1

SEE SHEET EX-2, UT-2 & LA-2

1. SURVEY INFORMATION IS BASED ON A FIELD SURVEY BY SHERMAN & FRYDRYK, LLC. DATED BETWEEN OCTOBER 4, 2018 AND OCTOBER 25, 2018.

2. HORIZONTAL DATUM IS NAD83 AND WAS ESTABLISHED AT THIS SITE BY GPS METHODS.

3. VERTICAL DATUM IS NAVD88. A BENCHMARK ON NG 16, AS SHOWN ON THIS PLAN, WAS PROVIDED BY MILONE & MACBROOM AND USED FOR THIS SURVEY.

THE BENCHMARK IS A SPIKE FOUND ELEV. = 51.60.

4. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULTS OF SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN THE

PREMISES SURVEYED.

5. THE CONTRACTOR SHOULD VERIFY THE EXISTING CONDITIONS TO HIS SATISFACTION PRIOR TO BEGINNING ANY EXCAVATION. "DIG SAFE" SHALL BE

NOTIFIED AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK.

SHERMAN & FRYDRYK MAPPING AND SURVEY NOTES:

1. THE ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON THE FOLLOWING BENCHMARK: "BENCH TIE IN POLE NG 16", ELEVATION=51.60 (DATUM: NAVD 88). SAID BENCHMARK IS SHOWN ON PLAN ENTITLED: "EXISTING CONDITIONS, TOWN RIVER RESTORATION PROJECT, HIGH STREET, BRIDGEWATER, MASSACHUSETTS", DATED MARCH 15, 2019, PREPARED BY MILONE & MACBROOM.

2. THE COORDINATES SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) IN THE MASSACHUSETTS MAINLAND ZONE.

THE COORDINATES ARE BASED ON CONTROL POINTS PROVIDED (WITH COORDINATES) ON PLAN ENTITLED: "TOPOGRAPHIC SURVEY WORKSHEET, HIGH STREET DAM, FISH PASSAGE AND REMOVAL FEASIBILITY STUDY, HIGH STREET, BRIDGEWATER, MASSACHUSETTS", DATED MAY 04, 2017, PREPARED AND

PROVIDED BY MILONE & MACBROOM.

3. INVERTS, PIPE SIZES, AND PIPE CLASSIFICATIONS FOR SANITARY SEWER AND STORM DRAIN SYSTEMS, AS SHOWN HEREON, WERE DETERMINED BY INSPECTION AND MEASUREMENTS PERFORMED AT GROUND SURFACE LEVEL (STRUCTURES WERE NOT PHYSICALLY ENTERED). THE RESULTS OF THE INSPECTIONS AND MEASUREMENTS MAY VARY FROM ACTUAL CONDITIONS AS COULD BE DETERMINED BY EXCAVATION OR USE OF CONFINED SPACE ENTRY PERSONNEL AND/OR EQUIPMENT. UNDERGROUND UTILITY LOCATIONS AS SHOWN HEREON ARE TAKEN FROM AVAILABLE RECORD AND FIELD INFORMATION

AND ARE APPROXIMATE ONLY. CONTACT DIG-SAFE BEFORE PLANNING ANY CONSTRUCTION.

4. PROJECT BENCHMARK "A" RAILROAD SPIKE SET IN EAST FACE OF UTILITY POLE #8 ON EAST SIDE OF HIGH STREET OPPOSITE HOUSE #82 ELEV=69.38 (DATUM NAVD 88.) PROJECT BENCHMARK "B" XCUT SET ON HYDRANT BONNET BOLT ADJACENT TO LETTER "R" IN "MUELLER" ELEV=91.28 (DATUM NAVD 88.)

PROJECT BENCHMARK "C" RAILROAD SPIKE SET IN EAST FACE OF NET&T UTILITY POLE #2-1 AT NORTHEAST CORNER OF HIGH STREET & MAIN STREET

INTERSECTION ELEV=101.98 (DATUM NAVD 88.)

WELCH ASSOCIATES LAND SURVEYORS SURVEY NOTES:

MAPPING AND SURVEY NOTES:

1. TOPOGRAPHIC INFORMATION IS BASED UPON GROUND SURVEY PERFORMED BY SLR INTERNATIONAL CORPORATION (SLR) ON JULY 11, 2024.

2. SURVEY OF DRAINAGE STRUCTURES IS BASED UPON GROUND SURVEY PERFORMED BY THE TOWN OF BRIDGEWATER ON MARCH 2, 2025.

3. HORIZONTAL MAPPING IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), IN THE MASSACHUSETTS MAINLAND ZONE. ELEVATION DATA IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL CONTOURS ARE PRESENTED IN FEET.

4. SLR ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED BY OTHERS.

5. LIDAR TOPOGRAPHY OUTSIDE THE LIMITS OF GROUND SURVEY PROVIDED BY MASS GIS 2013-2014 SANDY DATA SET AT 1' CONTOUR INTERVALS.

6. PROPERTY BOUNDARY INFORMATION WAS PROVIDED IN GIS FORMAT, AND IS FOR INFORMATIONAL PURPOSES ONLY. ASSESSORS INFORMATION IS APPROXIMATE, AND SHOULD NOT BE CONSIDERED COMPLETE OR CURRENT FOR PURPOSES OF CONSTRUCTION AND/OR EASEMENT NEGOTIATION.

7. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CONTACT "DIG SAFE MASSACHUSETTS" BY CALLING 811. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.

8. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR DETERMINATION.

SLR INTERNATIONAL CORPORATION & TOWN OF BRIDGEWATER MAPPING AND SURVEY NOTES:

HIGH STREET

WALL STREET

RIVER

N/F

STOLL REALTY TRUST

BK. 41627 PG. 66

ID: 10-61-0

N/F

BRIAN J. & KELLY A. COFFEY

BK. 49972 PG. 163

ID: 10-31-0

N/F

FRANCISCO M. &

M. YVONNE VICENTE

BK. 8049 PG. 185

ID: 10-32-0

N/F

IAN J. DOBBS

BK. 35978 PG. 136

ID: 10-60-0

N/F

JASON P. BROGAN

BK. 50290 PG. 219

ID: 10-59-0

N/F

SARAH PAULINE & JOHN

EDWARD NORRIS

BK. 38473 PG. 108

ID: 10-33-0

N/F

36 HIGH STREET

IRREVOCABLE TRUST

BK. 44051 PG. 58

ID: 10-58-0

N/F

STEVEN & ANTOINETTE

C. DURRANE

BK. 47811 PG. 133

ID: 10-57-0

N/F

RONALD E. AMBER

BK. 20810 PG. 348

ID: 10-34-0

N/F

MARY A. LEONARD

BK. 33720 PG. 349

ID: 10-35-0

N/F

STEVEN & LISA WELBY

BK. 23862 PG. 230

ID: 10-37-0

N/F

GCP CORPORATION

BK. 17608 PG. 272

ID: 10-29-0

N/F

GHELFI FAMILY REALTY TRUST

BK. 46786 PG. 81

ID: 10-38-0

N/F

LEANNE DELANEY

L.CT. CERT #116067

ID: 10-160-0

N/F

ANGELO L. D'EMILIA, RALPH F. D'EMILIA,

& STEFANO M. D'EMILIA

BK. 13922 PG. 234

ID: 10-55-0

N/F

MARY GOODHUE LYNCH

L.CT. CERT #120814

ID: 10-39-0

N/F

GINA D'EMILIA

BK. 44218 PG. 206

ID: 10-54-0

N/F

91-93 HIGH STREET REALTY TRUST

L.CT. CERT #111577

ID: 10-169-0

N/F

MICHAEL J. EVANS

BK. 36497 PG. 321

ID: 10-53-0

N/F

KEITH J. NELSON & LISA J. DENNEN

BK. 34730 PG. 191

ID: 10-51-0

N/F

TOWN OF BRIDGEWATER

BK. 14784 PG. 87

ID: 10-40-0

M.E.M. REALTY TRUST

BK. 11179 PG. 259 PARCEL A

ID: 10-47-0

120 HIGH ST.

N/F

TOWN OF BRIDGEWATER

BK. 14784 PG. 87 PARCEL A

N/F

LINCOLN ATHLETIC

ASSOCIATION

BK. 1766 PG. 144

ID: 10-46-0

150 HIGH ST.

N/F

M.E.M. REALTY TRUST

BK. 11179 PG. 259

PARCEL B

ID: 10-41-0

N/F

M.E.M. REALTY TRUST

BK. 11179 PG. 259 PARCEL A

ID: 10-47-0

120 HIGH ST.

N/F FRANCIS M. FERIOLI et.al.

BK. 40972 PG. 163

ID: 10-45-0

18 WALL ST.

THOMAS R. & LISA A. BRENNAN

BK. 15982 PG. 17

ID: 10-44-0

23 WALL ST.

LISA MARIE REALTY TRUST

BK. 13684 PG. 173

ID: 10-43-0

171 HIGH ST.

TOWN OF BRIDGEWATER

BK. 14784 PG. 87 PARCEL B

SURVEY INFORMATION IS BASED ON A COMPILATION OF SURVEYS PERFORMED BY SLR INTERNATIONAL CORPORATION, THE TOWN OF BRIDGEWATER, SHERMAN & FRYDRYK, AND WELCH ASSOCIATES LAND SURVEYORS. REFER TO PLAN FOR SURVEY EXTENTS.

LEGEND

SURVEY LIMITS, SEE NOTES

PROPERTY BOUNDARIES

EDGE OF ROAD/SIDEWALK

BUILDINGS

WELCH SURVEY AREA

SLR & TOWN SURVEY AREA

SHERMAN FRYDRYK SURVEY AREA

N/F

TEIXEIRA ERLON G

BK. 50084 PG. 334

ID: 10-56-0 SEE SHEET EX-1, UT-1 & LA-1

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING,

AND/OR TRANSFERRING ALL BENCHMARKS AS NEEDED TO COMPLETE THE

WORK. BENCHMARKS WITHIN THE WORK LIMITS THAT NEED TO BE

TRANSFERRED OR RESET SHALL BE DONE SO PRIOR TO THE START OF

EXCAVATION OR CONSTRUCTION WORK.

2. THE BENCHMARKS AND SURVEY CONTROL POINTS (CP) PROVIDED HEREIN ARE

BASED ON INFORMATION DERIVED FROM THE ORIGINAL SURVEY(S) AND HAVE

NOT BEEN VERIFIED BY SLR INTERNATIONAL CORPORATION (SLR) SINCE.

THESE POINTS ARE BEING FURNISHED FOR INFORMATIONAL PURPOSES ONLY

AND THE USER OF THIS INFORMATION IS CAUTIONED TO VERIFY THE

EXISTENCE OF, AND FIELD CHECK THE ACCURACY OF THESE POINTS PRIOR TO

USE. THE USER IS CAUTIONED NOT TO RELY ON ITS ACCURACY. SLR

DISCLAIMS ANY LIABILITY WHATSOEVER TO USER OF THIS DOCUMENT DUE TO

LOST, DAMAGED AND/OR DISTURBED BENCHMARKS AND/OR CP'S. THERE ARE

NO WARRANTIES, REPRESENTATIONS, EXPRESSED OR IMPLIED AND SLR

CANNOT BE HELD RESPONSIBLE FOR ANY DISCREPANCIES THAT MAY ARISE.

SURVEY STAKEOUT NOTES:

BEGIN STATION = 0+00

NORTHING = 2825451.3440

EASTING = 796052.5384

END STATION = 17+00

NORTHING = 2826597.6700

EASTING = 797213.7094

UP #6

W/ TRANSUP #5

W/ LIGHT

UP #3

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W W

D D D D D D D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D

D D

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S

8" SEWER (R)8" SEWER (R)

8" SEWER (R)

CB#3

Rim = 87.31'

Inv. 12" CMP = 83.6'

CB#4

Rim = 87.35' Inv. 12" CMP = 84.2'

CB#1

Rim = 90.81' Inv. 12" CMP = 87.0'

CB#2

Rim = 90.84' Inv. 12" CMP = 86.9'

2 STORY VINYL

#65

2 STORY WOOD

#54

2 12 STORY VINYL

#55

2 STORY WOOD

#45

2 STORY WOOD

#36

3 STORY WOOD

#31

3 STORY WOOD

#30

3 STORY

WOOD/VINYL

#29

3 STORY WOOD

#28

PBM "B":

TOP OF FIRE HYDRANT

LAT: N042°00'01.45",

LONG: W070°59'05.65"

ELEV.: 92.05±

92 90

86 84 82 80

WELCH SURVEY LIMITS

LIDAR SURVEY LIMITS

S S

SMH#1

MH#2

CB#2

CB#1

CB#3

CB#4

MH#1

Rim = 90.92' Inv. 12" CMP = 86.6' (In CB#1) Inv. 12" CMP = 86.6' (In CB#2) Inv. 12" CMP = 86.5' (Out)

MH#2

Rim = 87.58'

Inv. 12" CMP = 83.5' (In CB#3) Inv. 12" CMP = 83.0' (In CB#4) Inv. 12" CMP = 83.0' (In MH#1)

Inv. 16" CMP = 82.9' (Out)

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

G G G

G G

91 89

85 83

81 79

82 8086

88 86

12" CMP D

" C

16" CMP D

" C

12" CMP D0+00 1+00 2+00 3+00 4+00 5+00

UP #4

W/ LIGHT

Granite CurbGranite Curb Granite Curb

Granite Curb Granite Curb

Granite Curb Granite Curb Granite Curb Granite Curb Granite Curb

Bit Sidewalk Bit SidewalkBit Sidewalk

Bit Sidewalk Bit Sidewalk GrassGrassGrassGrass

Grass

Grass Grass Grass Grass

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

Grass Grass

Gravel Drive

Bit.

Drive

Bit.

Drive Bit.

Drive

DYL

SWL

SWLSWL

Bit.

Drive

Gravel

Fence

WELCH SURVEY LIMITS

L38 L39 L40 L41 L42 L43 L1 L2 L3 L4 L5 L6

Bit Sidewalk

UP #11 W/

LIGHT

UP #10UP #9

W/ LIGHT

UP #8

W/ TRANS

UP #7

W/ LIGHT

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

D D D

D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D

D D D D D

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S

8" SEWER (R)

APPR

OXIMATE

UNDERGROUND

CULVERT

CB#9

Rim = 49.57'

Inv. 12" CMP = 46.99' Sump El. = 45.47'

CB#10

Rim = 49.54'

Inv. 12" CMP = 46.96' Sump El. = 45.92'

CB#7

Rim = 65.67' Inv 12" CMP = 61.9'

CB#8

Rim = 65.49' Inv. 12" CMP = 61.6'

CB#5

Rim =76.45' Inv. 12" CMP = 72.6'

CB#6

Rim = 76.47' Inv. 12" CMP = 73.0'

Gravel

Stanley Iron Works Park Sign

2 1/2

STORY WOOD #85

1 STORY WOOD

#83

2.5 STORY

WOOD

#75

PBM "A":

UTILITY POLE #8

LAT: N042°00'05.78",

LONG: W070°59'01.75"

ELEV.: 68.1±

74 72

68 66

62 60

54 52 50 48

WELCH SURVEY LIMITS

LIDAR SURVEY LIMITS

D D

S S S

MH#4

MH#5

MH#8

MH#6

MH#7

CB#7

CB#8

CB#9

CB#10

MH#3

CB#5

CB#6

MH#3

Rim = 76.39' Inv. 12" CMP = 72.1' (In CB#5) Inv. 12" CMP = 71.8' (In CB#6) Inv. 16" CMP = 71.6' (In MH#2) Inv. 18" CMP = 71.6' (Out)

MH#4

Rim = 65.02' Inv. 12" CMP = 60.9' (In CB#7) Inv. 12" CMP = 60.3' (In CB#8) (Full of Sediment) Inv. 18" CMP = 59.9' (In MH#3) Inv. 18" CMP = 60.1' (Out)

MH#5 (6' Dia.)

Rim = 49.30'

Inv. 12" CMP = 44.09' (In CB#9) Inv. 12" CMP = 44.23' (In CB#10) Inv. 18" CMP = 43.99' (In MH#4)

INV. 24" CMP = 44.30' (Out MH#8) Inv. 12" RCP = 42.68' (Out MH#6)

Sump El. = 41.74'

MH#8

Rim = 47.00'

Inv. 12" RCP = 41.76 (In MH#7) Inv. 24" CMP = 42.16 (In MH#5)

Inv. 24" CMP = 41.08' (Out) Sump El. = 40.91'

MH#7 (Cover Bolted Down) Rim = 48.76'

Inv. = Unk.MH#6 (Stormcepter) Rim = 49.24'

Inv. 12" RCP = 42.71' (In MH#5) Inv. 12" RCP = 42.42' (Out)

W W

G G G

G G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

73 71

67 65

61 59 57 55

53 51

46 44

62 60 58

56 54

40 42 44

12" CMP D

18" CMP D

" C

M P

18" CMP D

12" CMP D

" C

24" CMP D

12" RCP D

12" CMP D

" C

MP D

12" RCP D 12" RCP D

24" CM

P D

6+00 7+00 8+00 9+00 10+00

11+00

3 STORY

MULTI-UNITS

#91-93

G G

Granite Curb

Granite Curb Granite Curb

Granite Curb

Granite Curb Granite Curb

Bit Sidewalk Bit Sidewalk

Bit Sidewalk Grass

Grass Grass

Grass

Bit.

Drive

Bit.

Drive

Conc.

DriveBit.

Drive

C on c.

W al k

Grass Grass

GrassBit.

Drive

Bit.

Drive

Bit.

DYL

SWL

Fence

FenceFe nc e

G G

Chain Link Fence

WELCH SURVEY LIMITS

Bit. Driveway

L7 L8

L9 L10 L11 L12 L13 L14 L15 L16 L17

L18

L19

L20

SHEET NAME

DATE

EX-1

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

JUNE 6, 2025

21408.00002

1"=20'

G C

O N

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

M A

N E

S H

M A

N E

S H

-2

M A

N E

S H

HIGH STREET

LEGEND

SURVEY LIMITS, SEE NOTES

PROPERTY BOUNDARIES

EDGE OF ROAD/SIDEWALK

BUILDINGS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SSS SANITARY SEWER

OVERHEAD WIRE

D D D DRAINAGE

W W W WATER

GAS

TREELINE

WALL

FENCE

WATER VALVE

HYDRANT

UTILITY POLE

SANITARY SEWER MANHOLE

DRAINAGE MANHOLE

CATCH BASIN

CONTROL POINT

GAS GATE

SIGN

LIGHT POLE

TREE

TOP OF CURB ELEVATION

BOTTOM OF CURB ELEVATIONDOUBLE YELLOW LINE (DYL)

SINGLE WHITE LINE (SWL)

NET&T

10' BOX CULVERT

INV.=37.40

Path

12" CMP D

12" C M

P D

10" PVC S

12" CMP D

10" PVC S

24" BOX

" C

MP D

12" CMP D

8" PVC S

24" CULVERT BOX

12" CMP D

(r)

L.P.

U.P.

INV.=42.11

STANLEY IRON

WORKS PARK

10" SEWER INSU (R)

CB#11

Rim = 45.85' Inv. 12" CMP = 42.78' Sump El. = 40.79'

CB#12

Rim = 45.68' Inv. 12" CMP = 42.89' Sump El. = 40.89'

W W

SSSSSS

SSSS

8" PVC (INSULATED)

SAN MH

T.F.=48.65±

INV.=45.9±

SAN

T.F.=50.0±

INV.=46.7±

Conc Wall

Gravel

Pavers W alk

Grass

Bi t

P ar ki ng

Bocc e B all Court

(Sand)

Conc. C urb

Bit.

Conc. Curb

Bit. Parking

Building Foundation

Conc.

C onc. D rivew ay

LIDAR SURVEY LIMITS

SHERMAN FRYDRYK SURVEY LIMITS

SHERMAN FRYDRYK

SURVEY LIMITS

N R

IVER

Conc. Sidewalk

Conc. S idewalk

Iron Railing

W W

Wood Guardrail

Post (typ.)

Edge of Arm or

Ed ge o f A rm or

Pl an tin g

Benchmark Benchtie In NET&T 12 Elev.=47.08

Benchmark Benchtie In NG 16 Elev.=51.65

Ex. Headwall Inv. 15" RCP = 36.88'

Wall Remains

Portion of Dam Abutment Remaining (Refer to SP-2)

Dam Abutment Remains

NET&T

U.P.

14-89

Conc.

Wingwall

Conc.

Wingwall

Conc.

Wingwall

Conc. Ret. Wall

NG2

15T

Stone Stairs

SAN. MH

T.F.=47.47

SAN. MH

T.F.=46.94

Stone Dust Sidewalk

Rip Rap Swale

Guy Pole 14-89

Detectable Warning Strip (Typ.)

CB#19

Rim = 52.21' Inv. 12" PVC = 48.29' Hood Sump El. = 44.31'

Rim = 47.68

CB#15

Rim = 45.28' Inv. 12" RCP = 41.67' Sump El. = 38.00'

CB#14

Rim = 45.14'

Inv. 12" RCP = 41.81' (Out) Sump El. = 37.87'

CB#13

Rim = 45.17 Inv 12" RCP = 41.72' (Out) Sump El. = =30.59'

D D

D S

12" CMP D

12" PVC D

S S

CB#21

Rim = 64.51' Inv. 12" CMP = 60.61' Sump El. = 58.41'

CB#20

Rim = 63.52'

Inv. 12" CMP = 59.77' Sump El. = 57.56'

Ex. 4' Dia. Block MH#16 Rim = 63.65'

Inv. 12" CMP = 59.35' (In CB#21) Inv. 12" CMP = 58.89' (Out)

Ex. 6' Dia. MH#15 Rim = 62.46' Inv. 12" CMP = 57.80' (In MH#16) Inv. 12" CMP = 57.73' (In CB#20) Inv. 12" CMP = 56.87' (Out) Sump El. = 56.85'

Ex. 4' Dia. Block MH#14 (Paved Over) Rim = 51.76'

Inv. 12" PVC = Unk. (In CB#19) Inv. 12" CMP = Unk. (In MH#15)

Inv. 12" CMP = Unk. (Out) Sump El. = Unk.

MH#13

Rim = 51.02' Inv. 12" CMP = 46.40' (In MH#14) Inv. 12" RCP = 46.40' (In CB#18) Inv. 12" CMP = 46.30' (In Unknown) Inv. 15" RCP = 46.44' (Out) Sump El. = 42.72'

CB#18

Rim = 50.54'

Inv. 12" RCP = 47.45' (Out) Hood

Sump El. = 43.49'

Ex. Headwall Inv. 15" RCP = 41.06'

CB#17

Rim = 46.65' Inv. 12" RCP = 42.14' (Out) Sump El. = 37.78'

CB#16

Rim = 46.88'

Inv. 12" RCP = 43.77' Hood Sump El. = 39.74'

6" W

W N

SHERMAN FRYDRYK SURVEY LIMITS

SLR & TOWN SURVEY LIMITS

SLR & TOWN

SURVEY LIMITS

SLR & TOWN SURVEY LIMITS

W N S

MH#9

MH#10

#11

MH#12

MH#13

MH#14

#15

#16

CB#11

CB#12 CB#13

CB#14

CB#15

CB#16

CB#17

CB#18

CB#19

#20

#21

MH#12

Rim = 47.36'

Inv. 12" RCP = Unk. (In CB#16) Inv. 12" RCP = 44.03' (In CB#17) Inv. 15" RCP = 44.62' (In MH#13) Inv. 15" RCP = 40.97' (Out) Hood

Sump El. = 36.81'

MH#10

Rim = 45.62' Inv. 12" CMP = Unk. (In MH#9) Inv. 12" RCP = 42.17' (In CB#13) Inv. 12" RCP = Unk. (In CB#14) Inv. 12" RCP = Unk. (In CB#15) Inv. 15" RCP = 42.14' (Out MH#11) Sump El. = 37.95'

MH#11 (With 'Sewer' Cover) Rim = 45.65'

Inv. 15" RCP = 41.58' (In MH#10) Inv. 15" RCP = 41.46' (Out)

Sump El. = 37.51'

MH#9 (Paved Over) Rim = 45.64' Inv. 12" CMP = Unk. (In CB#11) Inv. 12" CMP = Unk. (In CB#12) Inv. 12" CMP = Unk. (Out) Sump El. = Unk.

G G

GGGGGGGGGGGG

G G

36 38

44 46

15" RCP D

12" RCP D

12" R

CP D

12" RCP D

12" CMP D

12" RCP D

15" RCP D

15" R C P D

17+00

11+00

12+00

13+00

14+00

15+00

16+00

Bit. Driveway

Granite Curb

Bit. Sidewalk

Bit. Drive

U.P.

Bit. Drive

Conc. Sidewalk

Grass

Bi t

Dr iv ew ay

De pa rt m en t o f P ub lic

W or ks (D

DYL

Ex ist in g

St ac ke d

St on e Ba tte re d W al l

L21

L22

L23

L24

L25

L26 L27

L28

L29

L30

L31

L32

L33

L34

L35

Existing Pavement Seam

Existing Pavement

Seam

SHEET NAME

DATE

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

21408.00002

1"=20'

G C

O N

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

M A

N E

S H

-1

JUNE 6, 2025

EX-2

LEGEND

SURVEY LIMITS, SEE NOTES

PROPERTY BOUNDARIES

EDGE OF ROAD/SIDEWALK

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SSS SANITARY SEWER

OVERHEAD WIRE

D D D DRAINAGE

W W W WATER

GAS

TREELINE

WALL

FENCE

WATER VALVE

HYDRANT

UTILITY POLE

SANITARY SEWER MANHOLE

DRAINAGE MANHOLE

CATCH BASIN

CONTROL POINT

GAS GATE

SIGN

LIGHT POLE

TREE

HIGH STREET

L S

TOP OF CURB ELEVATION

BUILDINGS

BOTTOM OF CURB ELEVATIONDOUBLE YELLOW LINE (DYL)

SINGLE WHITE LINE (SWL)

EXISTING PAVEMENT SEAM

W/ LIGHT

UP #3

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W W

D D

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S

8" SEWER (R)8" SEWER (R)

8" SEWER (R)

CB#3

Rim = 87.31'

Inv. 12" CMP = 83.6'

CB#4

Rim = 87.35' Inv. 12" CMP = 84.2'

CB#1

Rim = 90.81' Inv. 12" CMP = 87.0'

CB#2

Rim = 90.84' Inv. 12" CMP = 86.9'

2 STORY VINYL

#65

2 STORY WOOD

#54

2 12 STORY VINYL

#55

2 STORY WOOD

#45

2 STORY WOOD

#36

3 STORY WOOD

#31

3 STORY WOOD

#30

3 STORY

WOOD/VINYL

#29

3 STORY WOOD

#28

PBM "B":

TOP OF FIRE HYDRANT

LAT: N042°00'01.45",

LONG: W070°59'05.65"

ELEV.: 92.05±

92 90

86 84 82 80

S S

SMH#1

MH#2

CB#2

CB#1

CB#3

CB#4

MH#1

Rim = 90.92' Inv. 12" CMP = 86.6' (In CB#1) Inv. 12" CMP = 86.6' (In CB#2) Inv. 12" CMP = 86.5' (Out)

MH#2

Rim = 87.58'

Inv. 12" CMP = 83.5' (In CB#3) Inv. 12" CMP = 83.0' (In CB#4) Inv. 12" CMP = 83.0' (In MH#1)

Inv. 16" CMP = 82.9' (Out)

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

G G G

G G

91 89

85 83

81 79

82 8086

88 86

0+00 1+00 2+00 3+00 4+00 5+00

UP #4

W/ LIGHT

Granite CurbGranite Curb Granite Curb

Granite Curb Granite Curb

Granite Curb Granite Curb Granite Curb Granite Curb Granite Curb

Bit Sidewalk Bit SidewalkBit Sidewalk

Bit Sidewalk Bit Sidewalk GrassGrassGrassGrass

Grass

Grass Grass Grass Grass

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

Grass Grass

Gravel Drive

Bit.

Drive

Bit.

Drive Bit.

Drive

DYL

SWL

SWLSWL

Bit.

Drive

Gravel

Fence

L38 L39 L40 L41 L42 L43 L1 L2 L3 L4 L5 L6

HIGH STREET

Bit Sidewalk

UP #11 W/

LIGHT

UP #10UP #9

W/ LIGHT

UP #8

W/ TRANS

UP #7

W/ LIGHT

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S

8" SEWER (R)

APPR

OXIMATE

UNDERGROUND

CULVERT

CB#9

Rim = 49.57'

Inv. 12" CMP = 46.99' Sump El. = 45.47'

CB#10

Rim = 49.54'

Inv. 12" CMP = 46.96' Sump El. = 45.92'

CB#7

Rim = 65.67' Inv 12" CMP = 61.9'

CB#8

Rim = 65.49' Inv. 12" CMP = 61.6'

CB#5

Rim =76.45' Inv. 12" CMP = 72.6'

CB#6

Rim = 76.47' Inv. 12" CMP = 73.0'

Gravel

Stanley Iron Works Park Sign

2 1/2

STORY WOOD #85

1 STORY WOOD

#83

2.5 STORY

WOOD

#75

PBM "A":

UTILITY POLE #8

LAT: N042°00'05.78",

LONG: W070°59'01.75"

ELEV.: 68.1±

74 72

68 66

62 60

54 52 50 48

D D

S S S

MH#4

MH#5

MH#8

MH#6

MH#7

CB#7

CB#8

CB#9

CB#10

MH#3

CB#5

CB#6

MH#3

Rim = 76.39' Inv. 12" CMP = 72.1' (In CB#5) Inv. 12" CMP = 71.8' (In CB#6) Inv. 16" CMP = 71.6' (In MH#2) Inv. 18" CMP = 71.6' (Out)

MH#4

Rim = 65.02' Inv. 12" CMP = 60.9' (In CB#7) Inv. 12" CMP = 60.3' (In CB#8) (Full of Sediment) Inv. 18" CMP = 59.9' (In MH#3) Inv. 18" CMP = 60.1' (Out)

MH#5 (6' Dia.)

Rim = 49.30'

Inv. 12" CMP = 44.09' (In CB#9) Inv. 12" CMP = 44.23' (In CB#10) Inv. 18" CMP = 43.99' (In MH#4)

INV. 24" CMP = 44.30' (Out MH#8) Inv. 12" RCP = 42.68' (Out MH#6)

Sump El. = 41.74'

MH#8

Rim = 47.00'

Inv. 12" RCP = 41.76 (In MH#7) Inv. 24" CMP = 42.16 (In MH#5)

Inv. 24" CMP = 41.08' (Out) Sump El. = 40.91'

MH#7 (Cover Bolted Down) Rim = 48.76'

Inv. = Unk.MH#6 (Stormcepter) Rim = 49.24'

Inv. 12" RCP = 42.71' (In MH#5) Inv. 12" RCP = 42.42' (Out)

W W

G G G

G G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

73 71

67 65

61 59 57 55

53 51

46 44

62 60 58

56 54

40 42 44

12" RCP D 12" RCP D 12" RCP D

6+00 7+00 8+00 9+00 10+00

11+00

3 STORY

MULTI-UNITS

#91-93

G G

Granite Curb

Granite Curb Granite Curb

Granite Curb

Granite Curb Granite Curb

Bit Sidewalk Bit Sidewalk

Bit Sidewalk Grass

Grass Grass

Grass

Bit.

Drive

Bit.

Drive

Conc.

DriveBit.

Drive

C on c.

W al k

Grass Grass

GrassBit.

Drive

Bit.

Drive

Bit.

DYL

SWL

Fence

FenceFe nc e

G G

Chain Link Fence

Bit. Driveway

L7 L8

L9 L10 L11 L12 L13 L14 L15 L16 L17

L18

L19

L20

HIGH STREET

SHEET NAME

DATE

UT-1

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

JUNE 6, 2025

21408.00002

1"=20'

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

M A

N E

S H

M A

N E

S H

U T-

M A

N E

S H

CONNECT PIPE TO

EXISTING CULVERT.

SUBMIT SHOP

DRAWINGS FOR

APPROVAL.

R&D EXIST. 24" CMP

(SLEEVE) W/ 18" CPP

INSTALL NEW 24" RCP

(APPROX. 66 LF)

R&D EXIST. 18" CMP

INSTALL NEW 18" RCP

(APPROX. 216 LF)

PROVIDE TEST PIT(S) TO

DETERMINE SLOPE, CONDITION,

AND LOCATION OF PIPE.

R&D EXISTING MANHOLE

INSTALL 5' DIA. MANHOLE

R&D EXIST. 24" CMP (SLEEVE) W/ 18" CPP

INSTALL 24" RCP (APPROX. 22 LF)

SUPPORT AND PROTECT EXISTING

SANITARY MANHOLE AND MAIN

R&D EXIST. 18" CMP

INSTALL NEW 18" RCP

(APPROX. 196 LF)

R&D EXIST. 16" CMP

INSTALL NEW 15" RCP

(APPROX. 254 LF)

R&D EXIST. 12" CMP

INSTALL NEW 12" RCP

(APPROX. 266 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 13 LF)

PROVIDE TEST PIT PRIOR TO

WORK (TYP.) SEE NOTES.

R&D EXISTING MANHOLE

INSTALL 4' DIA. MANHOLE

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE ADDITIONAL SURVEY AND STAKING AS REQUIRED TO COMPLETE THE PROPOSED WORK. THIS INCLUDES SURVEY OF

EXISTING STRUCTURES WITH MISSING INVERT INFORMATION, SURVEY TO CONFIRM ELEVATIONS PRIOR TO SUBMITTING SHOP DRAWINGS, AND ADDITIONAL SURVEY AS NEEDED TO CONFIRM POSITIVE ROADWAY DRAINAGE. THERE SHALL BE NO EXTRA PAYMENT FOR SURVEY AND STAKEOUT

SERVICES.

2. DUE TO CHANGE IN STRUCTURE TYPE, SIZE, AND DEPTH FOR CATCH BASINS AND MANHOLES, THE CONTRACTOR IS REQUIRED TO PERFORM TEST PITS AT EACH STRUCTURE LOCATION (NOT SHOWN) TO ENSURE THAT THE PROPOSED STRUCTURES, INCLUDING SUMPS, CAN BE INSTALLED WITHOUT IMPACT TO EXISTING UTILITIES. TEST PITS SHALL BE DUG PRIOR TO BEGINNING THE DRAINAGE WORK AT LOCATIONS WHERE THERE MAY BE A QUESTION OF DEPTH OR LOCATION OF AN EXISTING UTILITY, AND AS NOTED ON THE PLANS. TEST PITS AT STRUCTURES AND SURVEY VERIFICATION

SHALL BE INCLUDED IN THE PRICE FOR EACH STRUCTURE.

3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING CALL BEFORE YOU DIG AND PERFORMING TEST PITS TO LOCATE ALL UTILITIES PRIOR TO WORK. AT

A MINIMUM, CONTRACTOR MUST PERFORM TEST PITS AT LOCATIONS SHOWN ON THIS PLAN.

4. CONTRACTOR TO PROTECT ALL EXISTING SERVICES AND LATERAL CROSSINGS. CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ATTENTION OF THE TOWN AND REPLACE ANY SANITARY LATERALS OR WATER SERVICES AS DIRECTED. IT IS ANTICIPATED THAT CONFLICTS WITH LATERALS WILL BE

MINIMIZED DUE TO IN PLACE REPLACEMENT.

5. CONTRACTOR SHALL NOTIFY THE TOWN OF ANY UNFORESEEN CONDITIONS AND CHANGES IN THE PROPOSED WORK.

DRAINAGE REPAIR NOTES:

1. ALL PROPOSED DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS IV IN ACCORDANCE WITH MASSDOT STANDARD SPECIFICATIONS.

2. ALL PROPOSED DRAINAGE PIPE SHALL MATCH THE INVERTS, SLOPE, AND SIZE OF THE EXISTING CMP PIPE TO BE REPLACED, UNLESS OTHERWISE NOTED.

3. STRUCTURE RIMS TO MATCH EXISTING UNLESS NOTED OTHERWISE (MH#9)

4. CONTRACTOR SHALL SALVAGE AND REUSE ALL EXISTING CATCH BASIN FRAME AND GRATES AND MANHOLE FRAME AND COVERS. CONTRACTOR SHALL REPLACE ANY

DAMAGED FRAMES AND GRATES/COVERS, AT THE DIRECTION OF THE TOWN.

5. ALL PROPOSED CATCH BASINS AND MANHOLES SHALL BE IN ACCORDANCE WITH MASSDOT STANDARD DETAILS AND SPECIFICATIONS AND THE PROVIDED DETAILS, UNLESS OTHERWISE NOTED. PRICE FOR STRUCTURES SHALL INCLUDE THE STRUCTURE, EXCAVATION, BACKFILL, AND ALL APPURTENANT FEATURES. THERE WILL BE NO SEPARATE

PAYMENT FOR STRUCTURES GREATER THAN 9 FEET IN DEPTH.

6. ALL TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH MASSDOT STANDARD DETAILS AND SPECIFICATIONS. TRENCHING, BACKFILL, COMPACTION, TEMPORARY SUPPORT, TESTING, AND OTHER REQUIRED WORK AS SHOWN IN THE DETAIL AND NOTED IN THE SPECIFICATIONS SHALL BE INCLUDED THE PRICE PER LINEAR FOOT OF

PIPE.

7. THE COST FOR REMOVAL AND DISPOSAL OF ALL PIPE AND STRUCTURES SHALL BE INCLUDED AS PART OF THE DESIGNATED BID ITEMS.

8. CONTRACTOR SHALL VERIFY INVERTS OF EXISTING CATCH BASINS, MANHOLES, AND PIPES IN THE FIELD PRIOR TO REPLACEMENT AND SHALL NOT RELY ON ELEVATIONS AND SIZES SHOWN ON THE PLANS PRIOR TO ORDERING MATERIALS - REFER TO MAPPING AND SURVEY NOTES. NOTIFY THE TOWN OF ANY DEVIATIONS FROM THE PLANS

PRIOR TO SHOP DRAWING SUBMITTALS.

9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONNECTIONS TO ALL EXISTING AND PROPOSED STRUCTURES IN ACCORDANCE WITH MASSDOT STANDARDS AND AS APPROVED BY THE TOWN. THERE SHALL BE NO EXTRA PAYMENT FOR CONNECTIONS TO EXISTING STRUCTURES, UNLESS NOTED OTHERWISE.

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 21 LF)

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

RIM AND INVERT ELEVATIONS AT PROPOSED

STRUCTURES SHALL MATCH EXISTING UNLESS

NOTED OTHERWISE. ALL PROPOSED CATCH

BASINS SHALL HAVE 4 FT SUMP.

R&D EXISTING MANHOLE

INSTALL 5' DIA. MANHOLE

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 13 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 19 LF)

R&D EXISTING MANHOLE

INSTALL 5' DIA. MANHOLE

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 21 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP (APPROX. 11 LF)

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASINR&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 13 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 21 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 16 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 20 LF)

R&D EXISTING MANHOLE

INSTALL 4' DIA. MANHOLE

LEGEND

D REMOVE EXISTING DRAINAGE PIPE (NO REPLACEMENT)

PROPOSED CATCH BASIN (REMOVE EXISTING AS NOTED)

PROPOSED MANHOLE (REMOVE EXISTING AS NOTED)

PROPOSED DRAINAGE PIPE (REMOVE EXISTING AS NOTED)

REMOVE EXISTING MANHOLE (NO REPLACEMENT)

SUPPORT AND PROTECT

EXISTING UTILITIES (TYP.)

SUPPORT AND PROTECT

EXISTING UTILITIES (TYP.)

TP TP

TEST PITTP

SALVAGE CATCH BASIN FRAME

AND GRATES AND MANHOLE

FRAME AND COVERS FOR REUSE.

R&D REMOVE AND DISPOSE

NET&T

10' BOX CULVERT

INV.=37.40

Path

10" PVC S

24" BOX

8" PVC S

24" CULVERT BOX

(r)

L.P.

U.P.

INV.=42.11

STANLEY IRON

WORKS PARK

10" SEWER INSU (R)

CB#11

Rim = 45.85' Inv. 12" CMP = 42.78' Sump El. = 40.79'

CB#12

Rim = 45.68' Inv. 12" CMP = 42.89' Sump El. = 40.89'

W W

SSSSSS

SSSS

8" PVC (INSULATED)

SAN MH

T.F.=48.65±

INV.=45.9±

SAN

T.F.=50.0±

INV.=46.7±

Conc Wall

Gravel

Pavers W alk

Grass

Bi t

P ar ki ng

Bocc e B all Court

(Sand)

Conc. C urb

Bit.

Conc. Curb

Bit. Parking

Building Foundation

Conc.

C onc. D rivew ay

N R

IVER

Conc. Sidewalk

Conc. S idewalk

Iron Railing

W W

Wood Guardrail

Post (typ.)

Edge of Arm or

Ed ge o f A rm or

Pl an tin g

Benchmark Benchtie In NET&T 12 Elev.=47.08

Benchmark Benchtie In NG 16 Elev.=51.65

Ex. Headwall Inv. 15" RCP = 36.88'

Wall Remains

Portion of Dam Abutment Remaining (Refer to SP-2)

Dam Abutment Remains

NET&T

U.P.

14-89

Conc.

Wingwall

Conc.

Wingwall

Conc.

Wingwall

Conc. Ret. Wall

NG2

15T

Stone Stairs

SAN. MH

T.F.=47.47

SAN. MH

T.F.=46.94

Stone Dust Sidewalk

Rip Rap Swale

Guy Pole 14-89

Detectable Warning Strip (Typ.)

CB#19

Rim = 52.21' Inv. 12" PVC = 48.29' Hood Sump El. = 44.31'

Rim = 47.68

CB#15

Rim = 45.28' Inv. 12" RCP = 41.67' Sump El. = 38.00'

CB#14

Rim = 45.14'

Inv. 12" RCP = 41.81' (Out) Sump El. = 37.87'

CB#13

Rim = 45.17 Inv 12" RCP = 41.72' (Out) Sump El. = =30.59'

D D

D S

12" CMP D

S S

CB#21

Rim = 64.51' Inv. 12" CMP = 60.61' Sump El. = 58.41'

CB#20

Rim = 63.52'

Inv. 12" CMP = 59.77' Sump El. = 57.56'

Ex. 4' Dia. Block MH#16 Rim = 63.65'

Inv. 12" CMP = 59.35' (In CB#21) Inv. 12" CMP = 58.89' (Out)

Ex. 6' Dia. MH#15 Rim = 62.46' Inv. 12" CMP = 57.80' (In MH#16) Inv. 12" CMP = 57.73' (In CB#20) Inv. 12" CMP = 56.87' (Out) Sump El. = 56.85'

Ex. 4' Dia. Block MH#14 (Paved Over) Rim = 51.76'

Inv. 12" PVC = Unk. (In CB#19) Inv. 12" CMP = Unk. (In MH#15)

Inv. 12" CMP = Unk. (Out) Sump El. = Unk.

MH#13

Rim = 51.02' Inv. 12" CMP = 46.40' (In MH#14) Inv. 12" RCP = 46.40' (In CB#18) Inv. 12" CMP = 46.30' (In Unknown) Inv. 15" RCP = 46.44' (Out) Sump El. = 42.72'

CB#18

Rim = 50.54'

Inv. 12" RCP = 47.45' (Out) Hood

Sump El. = 43.49'

Ex. Headwall Inv. 15" RCP = 41.06'

CB#17

Rim = 46.65' Inv. 12" RCP = 42.14' (Out) Sump El. = 37.78'

CB#16

Rim = 46.88'

Inv. 12" RCP = 43.77' Hood Sump El. = 39.74'

6" W

MH#9

MH#10

#11

MH#12

MH#13

#15

CB#11

CB#12 CB#13

CB#14

CB#15

CB#16

CB#17

CB#18

CB#19

#20

#21

MH#12

Rim = 47.36'

Inv. 12" RCP = Unk. (In CB#16) Inv. 12" RCP = 44.03' (In CB#17) Inv. 15" RCP = 44.62' (In MH#13) Inv. 15" RCP = 40.97' (Out) Hood

Sump El. = 36.81'

MH#10

Rim = 45.62' Inv. 12" CMP = Unk. (In MH#9) Inv. 12" RCP = 42.17' (In CB#13) Inv. 12" RCP = Unk. (In CB#14) Inv. 12" RCP = Unk. (In CB#15) Inv. 15" RCP = 42.14' (Out MH#11) Sump El. = 37.95'

MH#11 (With 'Sewer' Cover) Rim = 45.65'

Inv. 15" RCP = 41.58' (In MH#10) Inv. 15" RCP = 41.46' (Out)

Sump El. = 37.51'

MH#9 (Paved Over) Rim = 45.64' Inv. 12" CMP = Unk. (In CB#11) Inv. 12" CMP = Unk. (In CB#12) Inv. 12" CMP = Unk. (Out) Sump El. = Unk.

G G

GGGGGGGGGGGG

G G

36 38

44 46

15" RCP D

12" RCP D

12" R

CP D

12" RCP D

12" CMP D

12" RCP D

15" RCP D

15" R C P D

17+00

11+00

12+00

13+00

14+00

15+00

16+00

Bit. Driveway

Granite Curb

Bit. Sidewalk

Bit. Drive

U.P.

Bit. Drive

Conc. Sidewalk

Grass

Bi t

Dr iv ew ay

De pa rt m en t o f P ub lic

W or ks (D

DYL

Ex ist in g

St ac ke d

St on e Ba tte re d W al l

L21

L22

L23

L24

L25

L26 L27

L28

L29

L30

L31

L32

L33

L34

L35

Existing Pavement Seam

Existing Pavement

Seam

HIGH STREET

WALL

STR

STANLEY IRON WORKS PARK

Grass

Conc Retaining

Wall C onc. D rivew ay

SHEET NAME

DATE

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

R&D EX. 12" CMP

(APPROX. 20 LF)

R&D EX. 12" CMP

(APPROX.16 LF)

R&D EX. 4' DIA. MANHOLE

(PAVED OVER)

R&D EXISTING MANHOLE

UT-2

JUNE 6, 2025

21408.00002

1"=20'

M A

N E

S H

U T-

LEGEND

R&D EXISTING MANHOLE

(PAVED OVER)

INSTALL 4' DIA. MANHOLE.

ADJUST RIM ELEVATION TO

GRADE.

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 14 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 24 LF)

INSTALL 12" RCP

(APPROX. 19 LF)

R&D EXIST. 12" CMP

INSTALL 12" RCP

(APPROX. 138 LF)

INSTALL 12" RCP

(APPROX. 23 LF)

INSTALL 12" RCP

(APPROX. 21 LF)

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

R&D EXISTING CATCH BASIN

INSTALL 4' DIA. CATCH BASIN

PERFORM TEST PIT(S) TO DETERMINE IF

12" CMP TO MH 13 IS ACTIVE. IF ACTIVE,

REPLACE WITH 12" RCP. IF INACTIVE, CUT

AND REMOVE IN ROADWAY AND ABANDON

REMAINING SECTION.

D REMOVE EXISTING DRAINAGE PIPE (NO REPLACEMENT)

PROPOSED CATCH BASIN (REMOVE EXISTING AS NOTED)

PROPOSED MANHOLE (REMOVE EXISTING AS NOTED)

PROPOSED DRAINAGE PIPE (REMOVE EXISTING AS NOTED)

REMOVE EXISTING MANHOLE (NO REPLACEMENT)

R&D EXISTING MANHOLE

INSTALL 4' DIA. MANHOLE

SUPPORT AND PROTECT

EXISTING UTILITIES (TYP.)

PROVIDE TEST PIT PRIOR TO

WORK (TYP.) SEE NOTES.

TEST PITTP

RIM AND INVERT ELEVATIONS AT PROPOSED

STRUCTURES SHALL MATCH EXISTING UNLESS

NOTED OTHERWISE. ALL PROPOSED CATCH

BASINS SHALL HAVE 4 FT SUMP.

SALVAGE CATCH BASIN FRAME

AND GRATES AND MANHOLE

FRAME AND COVERS FOR REUSE.

W/ LIGHT

UP #3

D D

2 STORY VINYL

#65

2 STORY WOOD

#54

2 12 STORY VINYL

#55

2 STORY WOOD

#45

2 STORY WOOD

#36

3 STORY WOOD

#31

3 STORY WOOD

#30

3 STORY

WOOD/VINYL

#29

3 STORY WOOD

#28

PBM "B":

TOP OF FIRE HYDRANT

LAT: N042°00'01.45",

LONG: W070°59'05.65"

ELEV.: 92.05±

92 90

86 84 82 80

N/FGCP CORPORATIONBK. 17608 PG. 272ID: 10-29-0

91 89

85 83

81 79

82 8086

88 86

0+00 1+00 2+00 3+00 4+00 5+00

UP #4

W/ LIGHT

Granite CurbGranite Curb Granite Curb

Granite Curb Granite Curb

Granite Curb Granite Curb Granite Curb Granite Curb Granite Curb

Bit Sidewalk Bit SidewalkBit Sidewalk

Bit Sidewalk Bit Sidewalk GrassGrassGrassGrass

Grass

Grass Grass Grass Grass

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

Bit.

Drive

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

C on c.

W al k

Grass Grass

Gravel Drive

Bit.

Drive

Bit.

Drive Bit.

Drive

DYL

SWL

SWLSWL

Bit.

Drive

Gravel

Fence

L38 L39 L40 L41 L42 L43 L1 L2 L3 L4 L5 L6

Bit Sidewalk

UP #11 W/

LIGHT

UP #10UP #9

W/ LIGHT

UP #8

W/ TRANS

UP #7

W/ LIGHT

WGWG

APPR

OXIMATE

UNDERGROUND

CULVERT

Gravel

Stanley Iron Works Park Sign

2 1/2

STORY WOOD #85

1 STORY WOOD

#83

2.5 STORY

WOOD

#75

PBM "A":

UTILITY POLE #8

LAT: N042°00'05.78",

LONG: W070°59'01.75"

ELEV.: 68.1±

74 72

68 66

62 60

54 52 50 4877

73 71

67 65

61 59 57 55

53 51

48 46 44

62 60 58

56 54

6+00 7+00 8+00 9+00 10+00

11+00

3 STORY

MULTI-UNITS

#91-93

Granite Curb

Granite Curb Granite Curb

Granite Curb

Granite Curb Granite Curb

Bit Sidewalk Bit Sidewalk

Bit Sidewalk Grass

Grass Grass

Grass

Bit.

Drive

Bit.

Drive

Conc.

DriveBit.

Drive

C on c.

W al k

Grass Grass

GrassBit.

Drive

Bit.

Drive

Bit.

DYL

SWL

Fence

FenceFe nc e

Chain Link Fence

Bit. Driveway

L7 L8

L9 L10 L11 L12 L13 L14 L15 L16 L17

L18

L19

L20

SHEET NAME

DATE

LA-1

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

JUNE 6, 2025

21408.00002

1"=20'

U T

R A

N P

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

LEGEND

SAWCUT LINE

GRANITE CURB REMOVAL & REPLACEMENT

ASPHALT REMOVAL & REPLACEMENT

LAWN REMOVAL & RESTORATION

M A

N E

S H

M A

N E

S H

-2

M A

N E

S H

PAVING AND RESTORATION NOTES:

1. CONTRACTOR SHALL REPAIR TRENCHES IN ACCORDANCE WITH THE APPLICABLE DETAILS AND MASSDOT STANDARD

SPECIFICATIONS.

2. WITHIN THE CONTRACT PAVING LIMITS, THE CONTRACTOR SHALL MILL A MINIMUM OF 2" AND PROVIDE A MIN OF 2" OF HMA SURFACE COURSE (CURB TO CURB) SUCH THAT ALL AREAS OF WORK WITHIN THE PAVING LIMITS HAVE A NEW SURFACE COURSE, TO BE INSTALLED CONTINUOUSLY THROUGH THE WORK AREA WITHIN THE LIMITS SHOWN.

3. SECTIONS OF GRANITE CURB SHALL BE REMOVED TO THE NEAREST JOINT. REUSE SECTIONS OF GRANITE CURB AS ABLE. IMPORT NEW CURB IF EXISTING CURB IS DAMAGED, AT THE DIRECTION OF THE TOWN. PROVIDE SHOP DRAWINGS PRIOR TO ORDERING NEW CURB. LINEAR COST OF CURB SHALL INCLUDE BOTH STRAIGHT AND CURVED

SECTIONS.

4. ALL CURBS, STRUCTURES, UTILITIES, AND ADJACENT PROPERTIES SHALL BE PROTECTED DURING THE WORK.

CONTRACTOR TO REPAIR OR REPLACE ANYTHING DAMAGED DURING THE WORK.

5. CONTRACTOR SHALL RESTORE ALL AREAS THAT ARE DISTURBED DURING CONSTRUCTION. AREAS SHOWN TO RECEIVE TOPSOIL AND SEED ARE A MINIMUM, AND ALL DISTURBED AREAS SHALL BE RESTORED TO THE ACCEPTANCE OF THE

TOWN.

6. CONTRACTOR SHALL PROVIDE NEW PAVEMENT MARKINGS IN ALL AREAS WITHIN THE PAVEMENT LIMITS, AND OTHER LOCATIONS AS SHOWN ON THIS PLAN. PAVEMENT MARKINGS SHALL BE REPLACED IN KIND TO MATCH EXISTING.

PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH MASSDOT STANDARD SPECIFICATIONS.

PAVING LIMITS (MILL AND OVERLAY)

DOUBLE YELLOW LINE PAVEMENT MARKING

SINGLE WHITE LINE PAVEMENT MARKING

S A W

C U

T (T

SAWCUT (V.I.F.)

LAWN RESTORATION (TYP.)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 18 LF)

ASPHALT RESTORATION (TYP.)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 22 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 12 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 15 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 20 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 16 LF)

LAWN RESTORATION (TYP.) GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 20 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 15 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 20 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 16 LF)

ASPHALT RESTORATION (TYP.)

SAWCUT (V.I.F.)

PAVING LIMITS (MILL & OVERLAY)

PROPOSED PAVEMENT MARKINGS (TYP.)

SAWCUT (V.I.F.)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 8 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 16 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 6 LF)

SAWCUT (TYP)

BEGIN MILL AND OVERLAY

APPROX. STA. 0+07

MATCH EXISTING

39.18

TOP2

44.32

TOP2

44.15 top12 c

41.59 top13

42.11 cl11/spillway

43.06 top14

NET&T

L.P.

U.P.

INV.=42.11

DH FD

IP FD

SB FD

CB FD

DH FD

30" HW

20" HW

30" HW

6" HW

10" HW

14" HW

SAN MH

T.F.=48.65±

INV.=45.9±

SAN

T.F.=50.0±

INV.=46.7±

Gravel

24" 16"

6" 18"

24"

Grass

Bi t

P ar ki ng

Bit.

Bit. Parking

Conc.

C onc. D rivew ay

31.73 inv /overflow box 3.5w5.5h

41.59 top13

44.04 top14

31.73 inv /overflow box 3.5w5.5h

N R

IVER

Conc. Sidewalk

Conc. S idewalk

Iron Railing

Wood Guardrail

Post (typ.)

Ed ge o f A rm or

Pl an tin g

Benchmark Benchtie In NET&T 12 Elev.=47.08

Benchmark Benchtie In NG 16 Elev.=51.65

NET&T

U.P.

14-89

NG2

15T

SAN. MH

T.F.=47.47

SAN. MH

T.F.=46.94

Guy Pole 14-89

Detectable Warning Strip (Typ.)

6" W

36 38

44 46

17+00

11+00

12+00

13+00

14+00

15+00

16+00

Bit. Driveway

Granite Curb

Bit. Sidewalk

Bit. Drive

U.P.

Bit. Drive

Conc. Sidewalk

Grass

Bi t

Dr iv ew ay

De pa rt m en t o f P ub lic

W or ks (D

DYL

L21

L22

L23

L24

L25

L26 L27

L28

L29

L30

L31

L32

L33

L34

L35

Existing Pavement Seam

Existing Pavement

Seam

SHEET NAME

DATE

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 10' 20'

0 1/2" 1"

Y D

E, C

O N

.C O

LA-2

JUNE 6, 2025

21408.00002

1"=20'

U T

R A

N P

M A

N E

S H

-1

SAWCUT (

TYP

SAWCUT (

LEGEND

SAWCUT (V.I.F.)

LAWN RESTORATION (TYP.)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 12 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 16 LF)

ASPHALT RESTORATION

GRANITE CURB REMOVAL

AND REPLACEMENT

(APPROX. 16 LF)

GRANITE CURB REMOVAL AND

REPLACEMENT (APPROX. 24 LF)

PAVING LIMITS (MILL & OVERLAY)

(TYP.)

PROPOSED PAVEMENT MARKINGS (TYP.)

FOG LINE TO EXTEND OUTSIDE

LIMITS OF PAVING TO EXTENTS

SHOWN. TIE IN WITH EXISTING

PAVEMENT MARKINGS.

SAWCUT LINE

GRANITE CURB REMOVAL & REPLACEMENT

ASPHALT REMOVAL & REPLACEMENT

LAWN REMOVAL & RESTORATION

PAVING LIMITS (MILL AND OVERLAY)

DOUBLE YELLOW LINE PAVEMENT MARKING

SINGLE WHITE LINE PAVEMENT MARKING

SAWCUT (TYP)

END MILL AND OVERLAY

APPROX. STA. 11+56

MATCH EXISTING

BEGIN MILL AND OVERLAY

APPROX. STA. 14+80

MATCH EXISTING

END MILL AND OVERLAY

APPROX. STA. 16+64

MATCH EXISTING

D D

2 1/2

STORY WOOD #85

1 STORY WOOD

#83

2.5 STORY

WOOD

#75

2 STORY VINYL

#65

2 STORY WOOD

#54

2 12 STORY VINYL

#55

2 STORY WOOD

#45

2 STORY WOOD

#36

3 STORY WOOD

#31

3 STORY WOOD

#30

3 STORY

WOOD/VINYL

#29

3 STORY WOOD

#28

#7 HIGH ST

#457 MAIN ST

D D

MH#14

#16

3 STORY

MULTI-UNITS

#91-93

SHEET NAME

DATE

PROJECT NO.

DESIGNED

TMD

SCALE

DRAWN

GAB

CHECKED

WAG

B R

, M A

C H

H S

T D

R A

G E

H S

SHEET NO.

C R

O N

B Y

D A

C O

R U

O N

N S

0' 30' 60'

0 1/2" 1"

Y D

E, C

O N

.C O

CP-1

JUNE 6, 2025

21408.00002

1"=60'

C O

R U

O N

HIGH STREET

WALL STREET

RIVER

LEGEND

COMPOST FILTER TUBE

CHAIN LINK FENCE/CONSTRUCTION FENCE

INLET PROTECTION (SILT SACK)

CONSTRUCTION ENTRANCE

LIMIT OF WORK

HIGH STREET

DPW YARD

TEMPORARY STOCKPILE AREA

1. THE CONTRACTOR IS ADVISED THAT THE PROJECT HAS A STRICT CONSTRUCTION

SCHEDULE TO COMPLY WITH GRANT RESTRICTIONS. THE CONTRACTOR IS ADVISED THAT

ALL WORK FOR THE PROJECT MUST BE COMPLETED BY NOVEMBER 2025. THE

CONTRACTOR SHALL PAY LIQUIDATED DAMAGES FOR ANY WORK NOT COMPLETED BY THE

CONTRACT DEADLINES, AS STATED IN THE SPECIFICATIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR ACKNOWLEDGING THE CONTRACT DEADLINE AND

SUBMITTING A SCHEDULE THAT SEQUENCES THE WORK TO MEET THE PROJECT

COMPLETION DATE. THE CONTRACTOR IS RESPONSIBLE FOR STAFFING A CONSTRUCTION

CREW, INCLUDING PROJECT MANAGERS, LABORERS, SUBCONTRACTORS, ETC., LARGE

ENOUGH TO MEET THE PROJECT DEADLINE.

3. PRIOR TO THE COMMENCEMENT OF WORK A PRE-CONSTRUCTION MEETING SHALL BE HELD

WITH REPRESENTATIVES FROM THE TOWN OF BRIDGEWATER AND THE CONTRACTOR.

WEEKLY OR BIWEEKLY CONSTRUCTION MEETINGS WILL BE SCHEDULED, AT THE REQUEST

OF THE TOWN.

4. THE PROPOSED CONSTRUCTION SEQUENCE IS PROVIDED AS A RECOMMENDED APPROACH

AND IS NOT COMPREHENSIVE OR UNIQUE. THE CONTRACTOR IS RESPONSIBLE FOR

SUBMITTING A PROPOSED CONSTRUCTION SEQUENCE AND SCHEDULE TO THE TOWN FOR

APPROVAL PRIOR TO THE START OF CONSTRUCTION.

5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF

BRIDGEWATER REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

6. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL,

WATER COMPANY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN

MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO

THE ATTENTION OF THE TOWN PRIOR TO THE EXECUTION OF WORK. THE TOWN WILL NOT

BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES

NOT CONFORM TO LOCAL CODE.

7. THE CONTRACTOR SHALL DESIGNATE A SUPERINTENDENT AT THE START OF

CONSTRUCTION AND THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON-SITE AT ALL

TIMES DURING CONSTRUCTION. THE CONTRACTOR AND HIS/HER JOB SUPERINTENDENT

SHALL BE RESPONSIBLE FOR COMPLYING WITH THE JOB SPECIFICATIONS.

8. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL

PERMITS AND REGULATIONS THROUGHOUT THE DURATION OF THE PROJECT. COMPLIANCE

WITH ALL CONDITIONS OF APPLICABLE PERMITS IS THE RESPONSIBILITY OF THE

CONTRACTOR. COPIES OF ALL PERMITS AND AUTHORIZATIONS SHALL BE MAINTAINED ON

THE PROJECT SITE BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF PLANS ON SITE AT ALL TIMES

AND FOLLOW THE SPECIFICATIONS, DETAILS, AND NOTES FOR ALL ASPECTS OF THE

PROJECT. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN

IMMEDIATELY.

10. ANY MATERIAL EXPORTED OFF-SITE SHALL BE LEGALLY DISPOSED OF IN AN UPLAND

LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR FINDING A SUITABLE RECIPIENT OF

THE MATERIAL, GAINING REGULATORY APPROVAL FOR EXPORTED MATERIAL PLACEMENT

IF NEEDED, AND HAULING.

11. FOLLOWING COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PARTICIPATE IN A

SEMI-FINAL AND FINAL SITE INSPECTION WITH THE TOWN FOR THE PURPOSE OF

VERIFYING THAT THE PROJECT HAS BEEN COMPLETED ACCORDING TO THE

CONSTRUCTION PLANS, SPECIFICATIONS AND THE TERMS AND CONDITIONS OF THE

CONTRACT.

12. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND OTHER MATERIAL

SUCH THAT NONE OF THESE MATERIAL ENTER WATERS OR WETLANDS.

13. ALL EXISTING PROPERTY MONUMENTATION MUST BE PROTECTED DURING THE WORK.

MONUMENTATION THAT IS DISTURBED MUST BE RESET BY A MASSACHUSETTS LICENSED

LAND SURVEYOR AT NO COST TO THE TOWN OR THE ABUTTING PROPERTY OWNER.

14. ALL CONTRACTOR EQUIPMENT, INCLUDING CRANES AND RIGGING, MUST MAINTAIN A

MINIMUM OF 10-FOOT OFFSET FROM ACTIVE POWER LINES AT ALL TIMES.

GENERAL CONSTRUCTION NOTES:

1. THE TOWN HAS PERMITTED THE CONTRACTOR TO USE THE TOWN OF BRIDGEWATER DEPARTMENT OF PUBLIC WORKS (DPW) YARD FOR TEMPORARY ACCESS, STAGING, AND STOCKPILING OF MATERIALS. THE LOCATION OF THE STAGING AND STOCKPILE AREAS ARE SHOWN SCHEMATICALLY, AND THE CONTRACTOR MUST COORDINATE THE EXACT LOCATIONS PRIOR TO BEGINNING

WORK. AREAS NOT APPROVED BY THE TOWN SHALL NOT BE UTILIZED BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL KEEP ALL TEMPORARY SOIL AND MATERIAL STOCKPILES COVERED AND SURROUNDED WITH SEDIMENTATION AND EROSION CONTROLS. THE CONTRACTOR IS REQUIRED TO PROMPTLY REMOVE ALL MATERIALS AND EQUIPMENT ONCE WORK IS COMPLETE. UNDER NO CIRCUMSTANCES CAN MATERIAL OR EQUIPMENT BE LEFT ON SITE AFTER THE

PROJECT IS COMPLETE.

3. CONSTRUCTION ACCESS ROUTES SHOWN ARE SCHEMATIC IN NATURE - FINAL ROUTES TO BE NEGOTIATED WITH THE TOWN AND

PROPERTY OWNERS PRIOR TO START OF CONSTRUCTION.

4. ACCESS ROADS AND STAGING AND STOCKPILE AREAS ARE TO BE RESTORED UPON PROJECT COMPLETION TO THE ACCEPTANCE

OF THE TOWN.

5. ALL PRIVATELY OWNED LAWN, GARDEN, SHRUBS, TREES, FENCING, AND OTHER YARD FEATURES SHALL BE RESTORED OR

REPAIRED AT PROJECT COMPLETION AT THE APPROVAL OF THE PROPERTY OWNER.

6. CLEARING OF NATIVE VEGETATION FOR CONSTRUCTION ACCESS SHOULD BE MINIMIZED UNLESS SHOWN ON THE PLANS OR APPROVED BY THE ENGINEER. THERE SHALL BE NO CLEARING OF TREES WITH GREATER THAN 3" DBH WITHOUT TOWN

APPROVAL.

7. EXTRA CARE SHALL BE TAKEN BY THE CONTRACTOR TO ENSURE NO DAMAGE IS DONE TO THE ASPHALT ROADWAY, ASPHALT PARKING LOT, CONCRETE SIDEWALKS, GRANITE CURB, OR PAVEMENT MARKINGS TO REMAIN. ANY AND ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO EXISTING OR BETTER CONDITIONS AT THE CONTRACTOR'S EXPENSE. THE TOWN MUST

APPROVE ALL REPAIRS PRIOR TO THE COMPLETION OF THE PROJECT.

8. UNDERGROUND UTILITIES SHALL BE LOCATED AND AVOIDED WHEN PLANNING THE CONSTRUCTION ACCESS ROUTES. ANY

DISRUPTION OR DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR.

9. CONSTRUCTION ENTRANCES MUST BE MAINTAINED AT EACH UN-PAVED ACCESS POINT, AS REQUESTED BY THE TOWN.

10. ALL EQUIPMENT AND FUEL STORAGE AREAS SHALL BE LOCATED OUTSIDE OF 100-YEAR FLOODPLAIN.

11. NO CONSTRUCTION VEHICLES SHALL BE STORED, SERVICED, WASHED OR FLUSHED IN A LOCATION WHERE LEAKS, SPILLAGE, WASTE MATERIALS, CLEANERS, OR WATERS WILL BE INTRODUCED OR FLOW INTO WETLANDS OR WATERCOURSES. AN EMERGENCY MANAGEMENT PLAN AND SPILL KIT MUST BE MAINTAINED ON SITE AT ALL TIMES. IN THE EVENT OF AN ACCIDENTAL RELEASE, IMMEDIATELY STOP CONSTRUCTION WORK, CONTAIN THE SPILL, AND NOTIFY THE TOWN AND APPROPRIATE

AUTHORITIES.

12. ALL WETLANDS AND WATERCOURSES SHALL BE AVOIDED AND PROTECTED FROM CONSTRUCTION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 18, 2025.