WATER DISTRIBUTION SYSTEM IMPROVEMENTS

CONTRACT - MR11MAIN REPLACEMENT

PAWTUCKET WATER SUPPLY BOARDPAWTUCKET, RHODE ISLAND

SPRING 2020

PawtucketWATER SUPPLY BOARD

INDEX OF DRAWINGS

LOCUS MAP

LEGEND, INDEX, LOCUS MAP

PAWTUCKET WATER SUPPLY BOARD

1

CONTRACT - MR11

WATER DIST. SYSTEM IMPROVEMENTS

MAIN REPLACEMENT

1. LEGEND AND INDEX OF DRAWINGS

2. GENERAL NOTES

5. ENGLAND ST, CUMBERLAND

6. ENGLAND ST, CUMBERLAND

7. ENGLAND ST, CUMBERLAND

3. DEXTER ST, CUMBERLAND

4. DEXTER ST, CUMBERLAND

10. MEADOWCREST DR, CUMBERLAND; POLLETT ST, CUMBERLAND; KENT ST, CUMBERLAND

12. NORMAN ST, CUMBERLAND; POLLETT ST, CUMBERLAND; GARVIN ST, CUMBERLAND

13. GARVIN ST, CUMBERLAND

14. RABBITT HILL RD, CUMBERLAND

8. ANN ST, CUMBERLAND; GODDARD ST, CUMBERLAND

9. WILLIAMS ST, CUMBERLAND

15. OAKHILL DR, CUMBERLAND

17. HIGH ST, CUMBERLAND

16. BIRCH HILL DR, CUMBERLAND; CARLSON DR, CUMBERLAND; OAKHILL DR, CUMBERLAND

11. MEADOWCREST DR, CUMBERLAND; KENT ST, CUMBERLAND

SCALE: N. T .S.FEBRUARY 2020

18. MENDON RD, CUMBERLAND

19. MISCELLANEOUS DETAILS

20. MISCELLANEOUS DETAILS

21. MISCELLEOUS DETAILS

22. MISCELLANEOUS DETAILS

BEACHWOOD DR, CUMBERLAND; BRIARWOOD DR, CUMBERLAND

ANY PLUGGED CORPS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL USE AIR TO BLOW BACK SERVICES AFTER CEMENT LINING.

43.

TO PIPE CLOSURE, SEE SECTION 02700 OF THE CONTRACT SPECIFICATIONS.

42.

THE CONTRACTOR SHALL PROVIDE THE PWSB WITH A CCTV DIGITAL VIDEO

RECORDING ON A CD/DVD OF ALL SECTIONS OF CLEANED AND LINED MAIN PRIOR

41.

40.

39.

38.

37.

36.

35.

34.

33.

32.

30.

29.

28.

27.

26.

25.

24.

23.

22.

20.

19.

18.

17.

16.

14.

13.

12.

11.

9.

8.

5.

3.

2.

1.

THROUGH THE ENGINEER.

CHLORINATION PROCEDURE. ALL COORDINATION WITH THE PWSB LABORATORY IS

PERFORMED UNDER STRICT CONFORMANCE WITH THE PWSB TESTING AND

SHALL BE HAND SWABBED WITH A CHLORINE SOLUTION. THIS WORK IS TO BE

DURING THIS PROCESS, OR WOULD BE OPENED TO THE SYSTEM UPON COMPLETION,

SPECIFICATIONS. ALL NEW SIDE LINE WORK THAT WOULD NOT BE DISINFECTED

DISINFECTION SHALL BE PERFORMED BY THE CONTRACTOR TO THE PWSB

THE PWSB AND SHALL BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE. THE

ALL TESTING OF WATER MAINS FOR PROPER DISINFECTION SHALL BE PERFORMED BY

FITTINGS, VALVES, AND HYDRANTS.

THE USE OF JOINT RESTRAINT SYSTEMS AND LEVELING BLOCKS IS REQUIRED ON ALL

SHALL BE AT THE EXISTING CONTROL JOINTS OR AS DIRECTED BY THE ENGINEER.

DISTURBED AS PART OF THE WORK. LIMITS OF THE NEW SIDEWALK REPLACEMENT

CONTRACTOR SHALL REPLACE THE ENTIRE CONCRETE SIDEWALK PANEL WHICH IS

THE ITEM FOR TEST PITS IN THE BID. FOR PURPOSES OF CLARIFICATION, THE TEST PIT

FOUND TO BE COPPER, THE EXCAVATION AND BACKFILL SHALL BE PAID FOR UNDER

IN THE EVENT AN EXISTING WATER SERVICE LINE DESIGNATED TO BE REPLACED IS

ADDITIONAL EXPENSE TO THE OWNER.

WAY WHILE EXCAVATING FOR NEW WORK SHALL BE REMOVED AND DISPOSED AT NO

ABANDONED AND BURIED EXISTING TROLLEY RAILS THAT ARE FOUND TO BE IN THE

EXPENSE TO THE OWNER.

VACANT LOT CURBSTOP BOXES WHICH BECOME ABANDONED AT NO ADDITIONAL

THE CONTRACTOR SHALL REMOVE ALL EXISTING VALVE BOXES AND COVERS AND

FABRICS, PLASTICS, OR TAPES SHALL BE PERMITTED.

WATERTIGHT CAPS OR OTHER METHODS APPROVED BY THE ENGINEER. NO FLEXIBLE

SHALL BE TAKEN TO PROPERLY SEAL PIPE OPENINGS UTILIZING SOLID METAL

TEMPORARILY REMOVED, SUCH AS IN ACCESS PIT LOCATIONS, ALL PRECAUTIONS

WHEREVER EXISTING PIPELINES ARE CUT AND PORTIONS THEREOF ARE

STRUCTURE AS SPECIFIED.

CONTRACTOR SHALL EXCAVATE, REMOVE AND PROPERLY DISPOSE OF THE BURIED

WHERE EXISTING VALVES IN MANHOLE STRUCTURES ARE INDICATED FOR REMOVAL, THE

DIRECTED AT NO ADDITIONAL EXPENSE TO THE OWNER. THE ENTIRE DAILY WORK ZONE

CHLORIDE OR OTHER APPROVED METHOD, SHALL BE PROVIDED AT ALL TIMES AS

EXCAVATED MATERIALS AT ALL TIMES. CONTINUOUS DUST CONTROL, USING CALCIUM

CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION AREAS CLEAR OF DEBRIS AND

EXPENSE TO THE OWNER.

IMPACTED OR DAMAGED BY HIS CONSTRUCTION OPERATIONS AT NO ADDITIONAL

THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY EXISTING UTILITIES

NOTES PERTAINING TO NEW WORK SHOWN THUS:

SIDEWALKS OR PRIVATE PROPERTY AND WILL NOT BLOCK DRIVEWAYS OVERNIGHT.

PRIVATE PROPERTY. THE CONTRACTOR SHALL NOT STORE MATERIAL OR EQUIPMENT ON

PURPOSES TO WITHIN STREET LINES, EASEMENTS, AND RIGHT-OF-WAY AREAS ACROSS

THE CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES FOR CONSTRUCTION

REQUIRED IN CONNECTION THEREWITH.

CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS AND APPROVALS THAT MAY BE

WORKS AND THE STATE OF RHODE ISLAND DEPARTMENT OF TRANSPORTATION. THE

COMPLY TO THE APPLICABLE REQUIREMENTS OF THE LOCAL DEPARTMENT OF PUBLIC

EXCAVATION AND RESTORATION OF PAVEMENT IN LOCAL AND STATE ROADWAYS SHALL

BE LINED SHALL BE CLEANED AND LINED BY THE DRY DRAGLINE METHOD.

INDICATED ON THE DRAWINGS, OR IS THE ONLY FEASIBLE METHOD, ALL WATER MAINS TO

EXCEPT FOR LOCATIONS WHERE HAND CLEANING AND LINING IS WARRANTED, IS

INDICATED ON THE DRAWINGS OR DIRECTED BY THE ENGINEER.

NO CLEANING OR LINING WORK SHALL BE DONE THROUGH ANY EXISTING VALVES UNLESS

DEPARTMENT.

CONTRACTOR'S RESPONSIBLITY TO SCHEDULE OFFICERS WITH THE APPROPRIATE POLICE

COORDINATE, WITH THE APPROVAL OF THE ENGINEER, ALL DETAIL ASSIGNMENTS. IT IS THE

AS REQUIRED TO DIRECT TRAFFIC IN AND AROUND WORK AREAS. THE CONTRACTOR SHALL

UNIFORMED (SPECIAL DUTY) POLICE OFFICERS SHALL BE UTILIZED DURING CONSTRUCTION

PROGRESS.

INSTALLED OVER THE TRENCH FOR MAINTENANCE OF TRAFFIC WHEN WORK IS NOT IN

BACKFILLED AND COMPACTED. STEEL PLATING SHALL BE PROVIDED AND SECURELY

ADEQUATELY SHEETED AND AREAS BEHIND THE SHEETING SHALL BE PROPERLY

ALL TRENCHES FOR CLEANING AND LINING AND REPLACEMENT WORK SHALL BE

TO VACANT LOTS ARE TO BE REMOVED AND DISPOSED.

SHOWN ON THE DRAWINGS OR DIRECTED BY THE ENGINEER, ALL EXISTING SERVICE LINES

SHALL BE REPLACED WITH COPPER SERVICES AS SPECIFIED IN SECTION 02650. WHERE

ALL WATER SERVICES SHOWN ON THE DRAWINGS TO BE REMOVED AND REPLACED

OVERNIGHT.

ENGINEER. AT NO TIME IS ANY SCRAP OR OTHER DEBRIS TO BE LEFT ON SITE

REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

ALL EXISTING PIPE, HYDRANTS, VALVES AND OTHER WATER MAIN APPURTENANCES

OF THE PROPER TYPE PUMPS FOR SUFFICIENT DEWATERING TO PERFORM THE WORK.

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ADEQUATE NUMBER

PARTIAL FLOW CONDITIONS REQUIRING ADEQUATE DEWATERING MEASURES BY THE

THIS MAY REQUIRE THAT SIDE-LINE WATER MAIN AND VALVES BE REPLACED UNDER

THAT TOTAL SHUTDOWN OF SOME VALVES OR CONNECTIONS MAY NOT BE POSSIBLE.

DUE TO THE AGE OF THE EXISTING DISTRIBUTION SYSTEM, THE CONTRACTOR IS ADVISED

PIPE, VALVES, COPPER PIPE, AND COUPLINGS OF THE TYPE AND MATERIAL SPECIFIED.

FITTINGS SHALL BE REMOVED AND DISPOSED, AND REPLACED WITH NEW DUCTILE IRON

WHERE SHOWN ON THE DRAWINGS, EXISTING WATER MAIN, VALVES, SERVICES, AND

PENDING WATER MAIN SHUTDOWNS AT LEAST 24 HOURS IN ADVANCE.

THE PAWTUCKET WATER SUPPLY BOARD WILL NOTIFY AFFECTED CUSTOMERS OF ANY

(TO BE COORDINATED BY THE ENGINEER).

REQUIRE THE CONTRACTOR'S ASSISTANCE IN OBTAINING AN ADEQUATE SHUTDOWN

FOR THE PURPOSE OF OBTAINING A SHUTDOWN. THE WATER SUPPLY BOARD MAY

FOR A WATER MAIN SHUTDOWN. THE WATER SUPPLY BOARD WILL OPERATE ALL VALVES

EXCLUDING WEEKENDS AND HOLIDAYS, IN ADVANCE OF ANY VALVE CLOSURE REQUIRED

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING AT LEAST 48 HOURS,

WATER CUSTOMER COMPLAINT RELATIVE THERETO.

RESPONSIBLE FOR RESPONDING IN A PROMPT TIMELY FASHION TO ANY EMERGENCY OR

WHILE TEMPORARY WATER SERVICES ARE IN PLACE, THE CONTRACTOR SHALL BE

FIRE DEPARTMENTS.

LOCAL FIRE DEPARTMENT. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL

ALL TEMPORARY HYDRANTS ARE TO BE COMPATIBLE WITH THE EQUIPMENT USED BY THE

SHALL IMMEDIATELY NOTIFY THE AFFECTED UTILITY OR AUTHORITY.

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND THE CONTRACTOR

ANY CONFLICT WITH EXISTING UNDERGROUND PIPE, UTILITY, OR STRUCTURE SHALL

OR ENTITIES WITH UTILITIES IN THE VICINITY OF THE PROJECT AREA WHICH ARE NOT

EXCAVATIONS. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY ANY UTILITY COMPANIES

PROCEEDING WITH CONSTRUCTION OPERATIONS AND PREPARATIONS FOR ANY

STRUCTURES, AND SHALL NOTIFY DIGSAFE AT 811 OR 888-DIG-SAFE PRIOR TO

FOR OBTAINING ALL LOCATIONS OF EXISTING UNDERGROUND PIPES, UTILITIES, AND

UTILITIES ARE NOT SHOWN. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR

EXISTING UNDERGROUND SEWERS, STORM, ELECTRIC, TELEPHONE, GAS, AND OTHER

ASSISTANCE OF THE OWNER.

APPURTENANCES SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR WITH THE

NOR ALL INCLUSIVE. EXACT LOCATIONS OF PIPE, VALVES, HYDRANTS, SERVICES, AND

PAWTUCKET WATER SUPPLY BOARD RECORDS AND IS NOT WARRANTED TO BE EXACT

SHOWN ON THE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION FROM

THE LOCATION OF PROPERTY LINES, RIGHTS-OF-WAY, BUILDINGS, AND ALONG WITH THE

GENERAL NOTES

ON CLEANING AND LINING PROJECTS, THE CONTRACTOR MAY HAVE A MAXIMUM OF

3000 L.F. OF MAIN OFF-LINE AND A MAXIMUM OF 7000 L.F. OF ACTIVE/ INACTIVE BYPASS

DOWN AT ANY TIME DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

AREAS SHAL BE BROOM SWEPT DAILY AT NO ADDITIONAL EXPENSE TO THE OWNER.

ALL GRASSED AREAS DISTURBED BY THE CONTRACTOR SHALL BE LOAMED AND SEEDED

AND RETURNED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE TO THE PWSB.

NO SEPARATE PAYMENT OR ALLOWANCE SHALL BE MADE FOR DEWATERING, BUT THE

COST THEREOF SHALL BE INCLUDED IN THE APPROPRIATE ITEMS OF WORK AS LISTED IN

THE BID.

IF, IN THE EVENT AN EXISTING HYDRANT THAT IS DESIGNATED TO BE REINSTALLED

(RESET) WOULD BE IN NEED OF AN EXTENSION (FLANGE NUTS BELOW GRADE), THE

PROPER BARREL EXTENSION WILL BE PROVIDED BY THE PWSB AND IS TO BE

PROPERLY INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE

OWNER.

CONTRACTOR SHALL PLACE TEMPORARY HOT-MIX BITUMINOUS PAVEMENT ON ALL

BACKFILLED TRENCHES WITHIN 24 HOURS IN HIGH TRAFFIC AREAS. NO EXCAVATED/

BACKFILLED AREAS SHALL BE LEFT UNPAVED OVER WEEKENDS AND/ OR HOLIDAY

PERIODS. A MAXIMUM OF 1000 L.F. OF TRENCH MAY BE LEFT UNPAVED AT ANY TIME ON

ANY PARTICULAR ROADWAY. ALL TEMPORARY PAVEMENT TO BE DONE PROMPTLY AND

PROGRESSIVELY TO MAINTAIN A NEAT, ORDERLY, AND SAFE PROJECT AREA AT THE

DIRECTION OF THE ENGINEER.

OR DIRECTED BY THE ENGINEER.

UTILITIES EXCEPT SANITARY SEWERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS

NEW WATER MAINS SHALL PASS UNDER ALL EXISTING WATER MAINS AND OTHER

6.

7.

TEMPORARY SERVICES (IF NEEDED) FROM THE STREET TO BUILDINGS ARE NOT

SHOWN ON THE PLAN, BUT MUST BE FURNISHED, INSTALLED, AND MAINTAINED AS

DESCRIBED IN SECTION 02750 OF THE SPECIFICATION. EACH BUILDING MUST HAVE AN

INDEPENDENT SERVICE CONNECTION AND SHUT-OFF FROM THE TEMPORARY BYPASS

MAIN, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

ON CLEANING AND LINING PROJECTS OR WHERE WATER SERVICE WILL BE

INTERRUPTED FOR MORE THAN 8 HOURS, CONTRACTOR TO PROVIDE TEMPORARY FIRE

AND DOMESTIC WATER SERVICE TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL

WATER USERS. WATER SERVICE SHALL NOT BE INTERRUPTED FOR A SUBSTANTIAL

PERIOD OF TIME. THE CONTRACTOR SHALL COORDINATE THE HOOKUP OF TEMPORARY

WATER SERVICE WITH ALL PWSB CUSTOMERS. A BYPASS PLAN AND ACCESS PIT PLAN

SHALL BE SUBMITTED TO THE ENGINEER FOR PRIOR APPROVAL. ALL HOSES THAT ARE

TO SUPPLY POTABLE WATER TO BUILDINGS ARE TO BE NSF-61 AND/OR FDA APPROVED

FOR CONTACT WITH DRINKING WATER.

NO EXCAVATION WORK WITHIN THE CITY/TOWN RIGHT-OF-WAY SHALL BE

PERMITTED DURING THE PERIOD BETWEEN DECEMBER 1 AND APRIL 1 . (RIDOT

WINTER SHUTDOWN DATES MAY DIFFER SLIGHTLY).

44.

45.

IF THE CONTRACTOR DEEMS IT NECESSARY TO "DROP" METERS, HE SHALL MAKE

ARRANGEMENTS TO HAVE PWSB METER DEPARTMENT PRESENT WHEN METERS

ARE REINSTALLED FOR INSPECTION/RESEALING. ARRANGEMENTS ARE TO BE MADE

WITH THE METER DEPARTMENT SUPERVISOR AT LEAST 24 HOURS IN ADVANCE. NO

METERS ARE TO BE REINSTALLED WITHOUT THE PRESENCE OF A PWSB METER

DEPARTMENT OFFICIAL.

GENERAL NOTES

PAWTUCKET WATER SUPPLY BOARD

2

CONTRACT - MR11

WATER DIST. SYSTEM IMPROVEMENTS

MAIN REPLACEMENT

NEWLY INSTALLED WATER MAIN. THE EXCAVATION AND BACKFILL AT THESE

ITEM SHALL NOT BE PAID FOR ANY SERVICES THAT REQUIRE RECONNECTION TO THE

LOCATIONS ARE TO BE PAID UNDER OTHER ITEMS OF THE CONTRACT.

MEMBERS OF DIGSAFE.

LOCATIONS AND SIZES OF EXISTING WATER MAINS, SERVICES AND APPURTENANCES AS

31.

4. PRIOR TO THE START OF CONSTRUCTION, A PRE-CONDITION SURVEY SHALL BE

CONDUCTED BY THE CONTRACTOR OF ALL AREAS ALONG THE PROJECT CORRIDOR

AND THE RESULTS OF THIS SURVEY SHALL BE SUBMITTED TO THE PWSB AS A DIGITAL

FILE ON A CD/DVD. NO SEPARATE PAYMENT WILL BE MADE FOR THE COMPLETION OF

THIS SURVEY AND THE CD/DVD. COMPENSATION FOR SUCH WORK SHALL BE

CONSIDERED TO BE INCLUDED IN THE UNIT PRICE PAID FOR "FURNISH AND INSTALL

DUCTILE IRON PIPE" .

THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A CERTIFIED THIRD PARTY TESTING

LAB ACCEPTABLE TO THE PWSB TO COMPLETE FIELD DENSITY COMPACTION TESTING OF

BACKFILL AT A FREQUENCY OF APPROXIMATELY EVERY 1,000 LINEAR FEET OF NEWLY

EXCAVATED WATER MAIN TRENCHES IN ACCORDANCE WITH SECTION 02211 TITLED

"EARTH TRENCH EXCAVATION AND BACKFILL" OF THE CONTRACT SPECIFICATIONS. NO

SEPARATE PAYMENT WILL BE MADE FOR THE COMPLETION OF THIS COMPACTION

TESTING. COMPENSATION FOR SUCH WORK SHALL BE CONSIDERED TO BE INCLUDED IN

THE UNIT PRICE PAID FOR "FURNISH AND INSTALL DUCTILE IRON PIPE ".

21.

10.

15.

DIFFERENTIAL IN THE CONTRACTOR'S LABOR AND EQUIPMENT RATES.

EXTRA PAYMENT FOR THE ADDITIONAL COST ASSOCIATED WITH THE OVERTIME

WORK COMPLETED DURING THIS PERIOD, THE CONTRACTOR SHALL RECEIVE NO

ALLEVIATE TRAFFIC CONGESTION OR FOR ANY OTHER RELEVANT REASON. FOR

OF REGULAR WORKING HOURS TO ACCOMMODATE CRITICAL CUSTOMERS,

IF DEEMED NECESSARY, THE CONTRACTOR MAY BE REQUIRED TO WORK OUTSIDE

MAINTAIN A MINIMUM FIVE FOOT HORIZONTAL CLEAR SEPARATION FROM ANY

ALL UNDERGROUND UTILITIES AND/OR STRUCTURES (EXCEPT SEWER) SHALL

EXISTING WATER LINE AS MEASURED IN A HORIZONTAL PLANE. THERE IS NO

MINIMUM VERTICAL SEPARATION REQUIRED PROVIDED THE FIVE FOOT

HORIZONTAL SEPARATION IS MAINTAINED. IN SITUATIONS WHERE THE FIVE FOOT

HORIZONTAL SEPARATION CANNOT BE MAINTAINED, A MINIMUM TWO FOOT VERTICAL

CLEAR SEPARATION SHALL BE MAINTAINED. IF IT IS IMPOSSIBLE TO OBTAIN THE PROPER

SEPARATIONS, THE PROPOSED SEPARATION MUST BE APPROVED BY THE PWSB BEFORE

ANY WORK IS PERFORMED.

ALL WATER CHEMICALS SHALL COMPLY WITH NSF/ANSI STANDARD 60; ALL WATER

PROMULGATED BY THE RI DEPARTMENT OF HEALTH, LATEST EDITION; RECOMMENDED

RULES AND REGULATIONS PERTAINING TO PUBLIC DRINKING WATER AS

APPLICABLE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA);

ALL WORK COMPLETED UNDER THIS PROJECT SHALL CONFORM TO THE

TREATMENT AND/OR DISTRIBUTION SYSTEM PRODUCTS SHALL COMPLY WITH NSF/ANSI

STANDARDS FOR WATER WORKS (TEN STATES DESIGN STANDARDS), LATEST EDITION.

STANDARD 61.

REMOVED FROM THE SITE PROMPTLY UNLESS OTHERWISE DIRECTED BY THE

SCALE: N. T. S.FEBRUARY 2020

46. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RHODE ISLAND

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AS SPECIFIED IN THE

CONTRACT DOCUMENTS AND AS DETAILED ON SHEET 22.

6

"

2

0

0

1

8

"

2

0

0

7

DEXTER ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

3

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

DEXTER ST.

ROUTE 123

M

I

N

E

R

V

A

A

V

E

.

J

A

M

E

S

S

T

.

F

R

A

N

C

I

S

S

T

.

DEXTER ST.

DEXTER ST.

HIG

H S

T.

PLEASANT ST.

6" 1962

6" 1962

12" 1958

6" 2005

12" 1958

12" 1958

8

" 1

9

5

7

12" 1958

6

" 1

9

5

7

6

" 1

9

5

6

6" 1962

8" 1987

8

" 1

9

5

7

8

"

2

0

0

7

K

IN

S

M

A

N

S

T

.

6

"

2

0

0

1

8

"

2

0

0

3

6

"

1

9

1

3

8

" 2

0

1

1

8" 2014

B

R

Y

A

N

T

S

T

.

MA

TC

H L

IN

E S

HE

ET

4

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

R&D EXISTING 8" x 6" REDUCER

8" 45° BENDS (2)

6" CI/DI PIPE

6" GATE VALVE

6" COUPLING

F&I NEW 8" TEE

NEW 6" CAPS (2)

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLING

ABANDON EXISTING CI PIPE

R&D EXISTING 6" CI/DI PIPE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

R&D EXISTING 8" TEE

8" CI/DI PIPE

F&I NEW 8" TEE

NEW 8" 22.5° BEND

NEW 8" CAPS (2)

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLING

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 8" x 6" TEE

6" BEND

6" GATE VALVE

6" CI/DI PIPE

8" CI PIPE

6" COUPLING

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 8" 22.5° BEND

NEW 8" CAPS (2)

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 8" x 6" TEE

6" GATE VALVES (2)

6" CI PIPE

8" CI PIPE

6" COUPLING

F&I NEW 8" x 6" HYDRANT TEES (2)

NEW 6" CAP

NEW 8" CAPS (2)

NEW 6" GATE VALVES (2)

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

RESET HYDRANT

R&D EXISTING 12" x 8" CROSS

8" x 6" REDUCER

8" 45° BEND

6" CI PIPE

8" CI PIPE

12" CI PIPE

F&I NEW 12" x 8" TEES (2)

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" CAPS (2)

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 8" COUPLING

NEW 12" COUPLINGS (2)

NEW 6" COUPLING

H

E

W

E

S

S

T

DEXTER ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

4

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

C

U

R

R

A

N

R

D

.

8" 1

957

8" 1957

8

"

1

9

5

9

C

U

R

R

A

N

R

D

.

E

N

G

L

A

N

D

S

T

B

R

Y

A

N

T

S

T

.

D

E

X

TE

R

S

T

8

"

1

9

5

7

6

"

1

9

3

8

6

"

1

9

5

0

8" 1957

8" 1957

8

"

1

9

5

9

8

" 1

9

5

7

6

"

1

9

5

7

8

"

1

9

5

0

M

A

T

C

H

L

I

N

E

S

H

E

E

T

5

MA

TC

H L

IN

E S

HE

ET

3

ROUTE 123

R&D EXISTING 8" CROSS

8" 22.5° BENDS (2)

8" GATE VALVES (2)

8" CI PIPE

F&I NEW 8" TEES (2)

NEW 8" 22.5° BENDS (2)

NEW 8" CAP

NEW 8" GATE VALVES (3)

NEW 8" DI PIPE

NEW 8" COUPLINGS (3)

F&I NEW 8" DI PIPE

A

B

A

N

D

O

N

E

X

IS

TIN

G

C

I P

IP

E

R&D EXISTING 8" x 6" TEE

6" 22.5° BEND

6" GATE VALVES (2)

6" CI/DI PIPE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" HYDRANT TEE

NEW 8" 22.5° BEND

NEW 6" CAPS (2)

NEW 8" CAPS (2)

6" GATE VALVE

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

RESET HYDRANT

NEW 6" DI PIPE

LIMIT OF WORK

MINERVA AVE.

8" 2007

8" 2007

OA

KW

OO

D A

VE

E

A

S

T

E

A

R

L

E

S

T

.

6" 1938

6

"

2

0

0

6

MINERVA AVE.

6" 1955

MINERVA AVE.6" 1955

1986

6"

EA

ST

B

AR

RO

WS

S

T.

6

"

2

0

0

7

8" 2006

6" 1986

40 0 40 80 160 FEET

ENGLAND ST

BRYANT ST.

CIT

IZ

EN

S

T.

E

A

S

T

E

A

R

L

E

S

T

.

BRYANT ST.

EA

ST

B

AR

RO

WS

S

T.

LIB

ER

TY

S

T.

D

E

X

T

E

R

S

T

BRYANT ST.

6" 1914

6" 1960

6" 1952

6" 1937

6

"

2

0

0

6

6

"

2

0

0

6

6" 1938

6" 1938

6" 1938

6" 1947

6" 1914

6" 1914

6" 1914

6" 1914

6" 1914

6" 1938

6" 1947

ENGLAND ST.6" 1937

6" 1975

6

"

2

0

0

3

MA

TC

H LIN

E S

HE

ET

4

E

A

S

T

B

A

R

R

O

W

S

S

T

MA

TC

H LIN

E S

HE

ET

6

ENGLAND ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

5

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

R

O

U

T

E

1

2

3

ABANDON EXISTING CI PIPE

F&I NEW 8" DI PIPE

ABANDON EXISTING CI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" HYDRANT TEE

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

R&D EXISTING 6" TS&V

6" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAPS (2)

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" TEE

6" 22.5° BEND

6" CI PIPE

F&I NEW 8" x 6" TEE

NEW 6" 22.5° BEND

NEW 6" CAPS (2)

NEW 6" COUPLING

R&D EXISTING 6" HYDRANT TEE

6" GATE VALVES (2)

6" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" HYDRANT TEE

NEW 8" x 6" REDUCER

NEW 6" CAPS (3)

NEW 6" GATE VALVE

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

F&I NEW HYDRANT

SPECIAL PERMITTING MAY BE REQUIRED THIS AREA

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

F&I NEW 8" GATE VALVE

MINERVA AVE.

MINERVA ST.

6" 1999

6" 1986

6" 1986

8" 1987

8" 1995

8" 1995

12"

1995

ENGLAND ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

6

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

6" 1952

6" 1948

6" 1986

6" 1964

6" 1986

6" 1929

8" 1987

6" 1965

12" 1995

6" 1929

6" 1914

6" 1975

12" 1995

12" 1995

6" 1947

6" 1983

6" 1948

BRYANT ST.

VIN

EY

AR

D A

VE

.

BRYANT ST.

H

IG

H

LA

N

D

A

VE

.

MINERVA ST.

VINEYARD AVE.

BRYANT ST.

ENGLAND ST.

MA

TC

H LIN

E S

HE

ET

5

MA

TC

H LIN

E S

HE

ET

7

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" HYDRANT TEE

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 12" x 8" CROSS

8" x 6" REDUCERS (2)

8" GATE VALVE

6" CI/DI PIPE

8" DI PIPE

F&I NEW 12" x 8" TEES (2)

NEW 8" 11.25° BENDS (2)

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

R&D EXISTING 6" TEE

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS

NEW 6" GATE VALVE

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

F&I NEW 8" GATE VALVE

ENGLAND ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

7

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

MINERVA ST.

O

L

D

W

IL

L

IS

R

D

.

GO

DD

AR

D S

T.

ENGLAND ST.

VINEYARD AVE.

VIN

EY

AR

D A

VE

.

OLD

W

ILLIS

R

D.

M

A

Y

F

A

IR

R

D

.

BR

YA

NT

ST

.

PA

CK

AR

D A

VE

.

CH

UN

G

A D

R.

VINEYARD AVE.

BRYANT ST.

6"

2" 1953

6" 1961

2" 1953

6" 1948

6

" 1

9

8

8

6" 1960

6" 1952

6" 1961

6

" 1

9

6

1

6" 1950

20036" 1

957

6

" 1

9

4

9

6" 1948

6" 1948

6" 1

957

6" 1964

6" 1976

6" 1977

6" 1976

6" 1976

6" 1964

6" 1964

6

"

1

9

6

6

6" 1

964

6" 1

965

6" 1965

C

A

R

L

S

O

N

D

R

.

6/27/91

CL

OS

ED

6/27/91

CL

OS

ED

6/27/91

CL

OS

ED

CL

OS

ED

2

00

3

6/27/91

CL

OS

ED

6

" 1

9

6

1

C

AR

L S

T.

6" 1964

6" 1

965

T

O

B

O

G

G

A

N

R

D

.

H

ILLT

O

P

R

D

.

VIN

EY

AR

D A

VE

.

8

" 1

9

5

7

8

" 1

9

8

4

6" 1

957

6/27/91

CL

OS

ED

MA

TC

H LIN

E S

HE

ET

6

R&D EXISTING 6" TEE

6" CI PIPE

F&I NEW 8" x 6" TEE

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" CROSS

6" CI/DI PIPE

F&I NEW 8" x 6" TEE

NEW 2" CAP

NEW 6" GATE VALVE

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" TEE

6" GATE VALVE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

R&D EXISTING 6" TEE

6" GATE VALVE

6" CI PIPE

F&I NEW 8" x 6" TEE

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 8" x 6" CROSS

6" CI PIPE

8" CI PIPE

F&I NEW 8" TEES (2)

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 8" COUPLINGS (2)

CUMBERLAND HIGH PRESSURE ZONE

PWSB LOW PRESSURE ZONE

6" CI PIPE

AB

AN

DO

N E

XIS

TIN

G 2" P

IP

E

AN

N S

T.

HO

PE

ST

.

HIG

HLA

ND

A

VE

.

M

E

A

D

O

W

A

V

E

.

M

O

W

R

Y

A

V

E

.

MO

NT

Y A

VE

.

12

"

4" 2

019

4" 1

980

12" 1995

6" 1

952

12" 1995

6" 1

949

19

95

8" 1

99

5

6

" 1

9

8

4

6" 1

956

6" 1

947

12" 1995

8" 1

99

5

8" 1

987

8" 1

99

5

8" 1

99

5

12" 1995

6" 1

991

8" 1988

6" 1

984

6" 1984

AB

AN

DO

N E

XIS

TIN

G C

I P

IP

E

6" 1

962

6" 1

952

6" 1956

6" 1962

6" 1969

6" 1

950

6" 1959

6" 1951

CA

NT

ER

BU

RY

A

VE

.

AN

N S

T.

HO

PE

ST

.

C

H

E

P

A

C

H

E

T A

V

E

.

O

LD

W

ILLIS

R

D

.

GO

DD

AR

D S

T.

6" 2006

6" 2006

6" 1

947

6" 1978

ANN ST, CUMBERLAND; GODDARD ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

8

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

PA

CK

AR

D A

VE

.

2" 1953

6" 1

948

6" 1

952

6" 1

948

6" 1960

6" 1

952

6" 1

961

6" 1961

6" 1950

6/27/91

C

LO

SE

D

6" 1961

6" 1

929

8" 1

987

12" 1995

12" 1995

6" 1

983

6" 1

948

BR

YA

NT

ST

.

MIN

ER

VA

AV

E.

AB

AN

DO

N E

XIS

TIN

G C

I PIP

E

AB

AN

DO

N E

XIS

TIN

G C

I PIP

E

CL

OS

ED

6/27/91

CL

OS

ED

6/2

7/9

1

CL

OS

ED

CL

OS

ED

R&D EXISTING 8" DI PIPE

8" GATE VALVE

F&I NEW 12" x 8" TEE

NEW 8" CAP/PLUG

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

R&D EXISTING 6" CI/DI PIPE

6" GATE VALVE

F&I NEW 8" CROSS

NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (5)

NEW 6" GATE VALVE

NEW 8" GATE VALVES (3)

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" CI/DI PIPE

6" COUPLING

F&I NEW 8" x 6" REDUCER

NEW 6" 45° BENDS (2)

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

CUMBERLAND PRESSURE ZONE

PWSB PRESSURE ZONE

NEW 8" GATE VALVE

R&D EXISTING 6" TEE

6" GATE VALVES (2)

6" CI/DI PIPE

6" COUPLINGS (2)

F&I NEW 8" TEE

NEW 8" x 6" REDUCERS (2)

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" GATE VALVES (3)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (2)

R&D EXISTING 6" CROSS

6" GATE VALVES (2)

6" CI/DI PIPE

6" COUPLINGS (4)

F&I NEW 8" CROSS

NEW 8" x 6" REDUCERS (2)

NEW 6" CAPS (2)

NEW 8" GATE VALVES (3)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (2)

R&D EXISTING 6" TEE

6" HYDRANT TEE

6" GATE VALVES (3)

6" CI/DI PIPE

6" COUPLINGS (2)

F&I NEW 8" TEE

NEW 8" x 6" HYDRANT TEE

NEW 8" x 6" REDUCERS (2)

NEW 6" CAP

NEW 6" GATE VALVE

NEW 8" GATE VALVES (3)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (3)

INSTALL THIS 8" GATE VALVE

IN THE CLOSED POSITION

H

IG

H

LA

N

D

A

V

E

.

HO

PE

ST

.

M

E

A

D

O

W

A

V

E

.

M

O

W

R

Y

A

V

E

.

M

O

R

R

IS

S

T.

HO

PE

ST

.

M

O

W

R

Y

A

V

E

.

RO

CK

S

T.

M

E

A

D

O

W

A

V

E

.

6"

12

"

12" 1995

8" 1986

6" 1995

6" 1995

6" 1

92

4

19

24

6

" 1

9

9

5

4" 1

980

6" 1950

6" 1

952

12" 1995

6

" 1

9

5

0

6" 1949

12" 1995

8" 1

99

5

6" 1

949

19

95

8" 1

99

5

6

" 1

9

8

4

6" 1950

6

" 1

9

5

3

6" 1

956

9/1

2/9

5

CL

OS

ED

6G

V9

5

6/2

7/9

1

CL

OS

ED

6" 1947

6" 1956

6" 1961

6" 1956

6" 1961

6" 1956

8" 1988

6" 1

984

6" 1984

6

" 1

9

2

3

6" 2010

6" 1947

6" 1995

CA

NT

ER

BU

RY

A

VE

.

GO

DD

AR

D S

T.

W

IL

L

A

M

S

S

T

.

HO

PE

ST

.

C

A

R

LS

O

N

D

R

.

M

O

R

R

IS

S

T.

O

LD

W

ILLIS

R

D

.

C

H

E

P

A

C

H

E

T A

V

E

.

C

A

N

T

E

R

B

U

R

Y

A

V

E

.

6" 2006

6" 2006

WILLIAMS ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

9

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

R&D EXISTING 12" x 8" TEE

8" x 6" REDUCER

8" GATE VALVE

6" CI/DI PIPE

8" DI PIPE

12" DI PIPE

F&I NEW 12" x 8" TEE

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

6" CI/DI PIPE

F&I NEW 8" x 6" TEE

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" TEE

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" TEES (2)

NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (5)

NEW 6" GATE VALVE

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (3)F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" CI/DI PIPE

F&I NEW 8" x 6" TEE

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

R&D EXISTING 6" CI/DI PIPE

F&I NEW 8" x 6" TEE

NEW 6" CAP

NEW 8" PLUG

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" GATE VALVE

6" CI/DI PIPE

6" COUPLING

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

CUMBERLAND PRESSURE ZONE

PWSB PRESSURE ZONE

NEW 6" GATE VALVE

INSTALL THIS 8" GATE VALVE

IN THE CLOSED POSITION

NEW 12" GATE VALVE

K

E

N

T

S

T

.

P

O

L

L

E

T

T

S

T

.

M

E

A

D

O

W

C

R

E

S

T

D

R

.

BEAC

HWOO

D D

R.

BRIA

RWOO

D D

R.

P

O

L

L

E

T

T

S

T

.

F

A

IR

V

IE

W

A

V

E

.

ME

AD

OW

CR

ES

T D

R.

6

" 1

9

5

9

6

" 1

9

5

9

8" 1

959

8" 1

959

MEADOWCREST DR.

8" 1959

6

" 1

9

5

9

8

"

1

9

5

9

8

"

1

9

5

9

8

" 1

9

5

9

6

" 1

9

5

9

12

" 1

93

0

CRESTWOOD DR.

8" 2000

12

" 1

95

1

12

" 1

95

1

12

" 1

95

1

8" 1959

MA

RS

HA

LL A

VE

.

BEACHWOOD DR, CUMBERLAND; MEADOWCREST DR, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

10

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

BRIARWOOD DR, CUMBERLAND; POLLETT ST, CUMBERLAND; KENT ST, CUMBERLAND

40 0 40 80 160 FEET

A

B

A

N

D

O

N

E

X

I

S

T

I

N

G

C

I

P

I

P

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

AB

AN

DO

N E

XIS

TIN

G C

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

F&I NEW 8" TEE

NEW 8" PLUG

NEW 8" 11.25° BEND

NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" GATE VALVE

R&D EXISTING 8" x 6" TEE

6" GATE VALVE

6" CI PIPE

8" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 8" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

R&D EXISTING 8" TEE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" CAPS (2)

NEW 8" DI PIPE

NEW 8" COUPLING

F&I NEW 8" GATE VALVE

F&I NEW 8" 45° BENDS (2)

F&I NEW 8" GATE VALVE

F&I NEW 8" TEES (2)

NEW 8" x 6" REDUCERS (2)

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (2)

6" CI PIPE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" GATE VALVE

NEW 8" DI PIPE

R&D EXISTING 6" GATE VALVE

6" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAP

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

R&D EXISTING 8" x 6" TEE

6" GATE VALVE

6" CI PIPE

8" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 8" TEE

NEW 6" CAP

NEW 8" CAPS (2)

NEW 6" GATE VALVE

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

M

A

T

C

H

L

I

N

E

S

H

E

E

T

1

1

M

A

T

C

H

L

IN

E

S

H

E

E

T

1

1

M

A

T

C

H

L

IN

E

S

H

E

E

T

1

2

R&D EXISTING 6" CI PIPE

F&I NEW 8" TEES (2)

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

NEW 8" 22.5° BEND

F&I NEW 8" 22.5° BEND

NEW 8" CAPS (2)

AB

AN

DO

N E

XIS

TIN

G C

I/DI P

IPE

R&D EXISITNG 8" CI PIPE

F&I NEW 8" 45° BENDS (2)

NEW 8" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLING

F&I NEW 8" DI PIPE

R&D EXISTING 8" x 6" TEE

6" GATE VALVE

6" CI PIPE

8" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 8" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

R&D EXISTING 6" GATE VALVE

6" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" GATE VALVE

6" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

R&D EXISTING 6" TEE

6" GATE VALVE

6" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

BR

AY

TO

N C

T.

BLA

CK

ST

ON

E S

T.

6

" 1

9

3

5

6

" 1

9

5

9

6" 1935

6

" 2

0

0

3

12" 2003

12" 2003

W

E

S

T

H

IG

H

L

A

N

D

A

V

E

.

R

E

D

W

O

O

D

D

R

.

MEADOWCREST DR.

V

IS

T

A

D

R

.

W

E

S

T

H

IG

H

L

A

N

D

A

V

E

.

8

"

1

9

5

9

6

" 1

9

5

9

8

"

1

9

5

9

8

"

1

9

5

9

6

" 1

9

5

9

6

" 1

9

5

9

8

" 1

9

5

9

6

" 1

9

5

98

"

1

9

5

9

6

" 1

9

5

9

K

E

N

T

S

T

.

6

" 1

9

5

9

6

"

1

9

5

9

6

" 1

9

5

9

40 0 40 80 160 FEET

BELMONT TER.

R

E

D

W

O

O

D

D

R

.

BR

AY

TO

N C

T.

6" 1947

6

"

1

9

5

9

6

" 1

9

5

9

12" 2003

6" 1935

6

"

1

9

3

5

6

" 1

9

5

9

6" 2003

6

"

2

0

0

3

MEADOWCREST DR, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

11

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

KENT ST, CUMBERLAND

M

A

T

C

H

L

IN

E

S

H

E

E

T

1

0

M

A

T

C

H

L

I

N

E

S

H

E

E

T

1

0

A

B

A

N

D

O

N

E

X

I

S

T

I

N

G

C

I

P

I

P

E

F&I NEW 8" DI PIPE

KENT

ST.

F&I NEW 8" DI PIPE

F&I NEW 8" 45° BEND

F&I NEW 8" 45° BEND

R&D EXISTING 8" x 6" TEE

6" GATE VALVE

6" CI PIPE

8" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 8" 22.5° BEND

NEW 8" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

R&D EXISTING 8" TEE

8" GATE VALVE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

NEW 8" COUPLINGS (2)

F&I NEW 8" CAP

R&D EXISTING 8" TEE

8" GATE VALVE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

NEW 8" COUPLING

F&I NEW 8" CAPS (2)

F&I NEW 8" DI PIPE

R&D EXISTING 8" TEE

8" GATE VALVE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 8" CAPS (2)

NEW 8" 11.25° BEND

R&D EXISTING 8" TEE W/PLUG

8" x 6" REDUCER

6" CI PIPE

8" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 8" 11.25° BEND

NEW 8" PLUG

NEW 8" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 6" DI PIPE

NEW 8" x 6" REDUCER

POLL

ETT

ST.

T

IM

B

E

R

W

O

L

F

D

R

. 6

"

1

9

7

7

1967

1

9

7

7

6" 1969

6" 1

94

9

6

" 1

9

4

9

6

" 1

9

4

8

6" 1

95

2

6"

6

"

GARVIN ST.

R

O

U

T

E

1

1

4

M

E

A

D

O

W

A

V

E

.

M

O

W

R

Y

A

V

E

.

6

" 1

9

4

8

1

2

" 1

9

6

1

6

" 2

0

0

8

1

2

" 1

9

6

1

1

2

" 1

9

6

1

6" 1949

6

"

1

9

3

8

1

2

" 1

9

6

1

H

IG

H

S

T

.

6" 1949

6

"

1

9

7

7

6" 1

96

7 ?

6" 195

0

6" 1951

LILA

C S

T.

NORM

AN S

T.

1

2

" 2

0

0

9

1

2

" 1

9

3

0

1

2

" 1

9

3

0

1

2

" 1

9

3

0

R

O

U

T

E

1

1

4

9

/

2

/

8

9

C

L

O

S

E

D

40 0 40 80 160 FEET

M

AT

C

H

LIN

E S

H

EE

T 10

M

A

T

C

H

L

IN

E

S

H

E

E

T

1

3

GARVIN ST, CUMBERLAND; POLLETT ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

12

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

NORMAN ST, CUMBERLAND

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

AB

AN

DO

N E

XIS

TIN

G C

I P

IP

E

AB

AN

DO

N E

XIS

TIN

G C

I P

IP

E

R&D EXISTING 6" TEE

6" GATE VALVES (2)

6" CI/DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" GATE VALVE

F&I NEW 8" GATE VALVE

AB

AN

DO

N E

XIS

TIN

G C

I P

IP

E

R&D EXISTING 12" x 6" TEE

6" CI/DI PIPE

12" CI/DI PIPE

12" COUPLINGS (2)

F&I NEW 12" x 8" TEE

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

R&D EXISTING 6" CI/DI PIPE

F&I NEW 8" TEE

NEW 8" 11.25° BEND

NEW 6" CAPS (2)

NEW 8" GATE VALVE

NEW 8" DI PIPE

R&D EXISTING 6" GATE VALVE

6" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAP

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

F&I NEW HYDRANT

F&I NEW 8" DI PIPEF&I NEW 8" DI PIPE

F&I NEW 8" GATE VALVE

R&D EXISTING 12" x 6" TEE

6" CI/DI PIPE

12" CI/DI PIPE

12" COUPLINGS (2)

F&I NEW 12" x 8" TEE

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

F&I NEW 8" x 6" HYDRANT TEE

NEW 8" x 6" REDUCER

NEW 8" 45° BENDS (2)

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

RESET HYDRANT

K

E

N

T

S

T

.

HA

RR

IS

ON

S

T.

6" 1949

6" 1947

6

" 1

9

5

0

12" 2003

1

2

" 1

9

5

8

8

" 1

9

5

8

1

2

" 1

9

5

8

BLA

CK

ST

ON

E S

T.

6

" 1

9

5

9

12" 2003

W

E

S

T

H

IG

H

L

A

N

D

A

V

E

.

R

E

D

W

O

O

D

D

R

.

V

IS

T

A

D

R

.

K

E

N

T

S

T

.

6

" 1

9

5

9

6

" 1

9

5

9

8

" 1

9

5

9

6

" 1

9

5

9

K

E

N

T

S

T

.

H

IG

H

S

T

.

GARVIN ST.

W

E

S

T

H

IG

H

L

A

N

D

A

V

E

.

1

2

" 1

9

5

8

1

2

"

6

" 1

9

5

0

6

" 1

9

4

7

6

" 1

9

5

9

6

"

1

9

5

9

6

" 1

9

5

9

8

" 1

9

6

0

6

" 1

9

6

0

1

2

" 1

9

6

1

8

" 1

9

6

1

1

2

"

1

9

9

5

1

2

"

1

9

6

1

1

9

9

5

H

I

G

H

L

A

N

D

A

V

E

.

1

2

"

1

9

9

5

12" 2003

H

IG

H

S

T

.

40 0 40 80 160 FEET

GARVIN ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

13

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

M

A

T

C

H

L

IN

E

S

H

E

E

T

1

2

R&D EXISTING 8" CROSS

8" x 6" REDUCER

6" CI/DI PIPE

8" CI/DI PIPE

F&I NEW 8" TEES (2)

NEW 8" x 6" REDUCER

NEW 6" CAPS (2)

NEW 8" GATE VALVE (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 8" COUPLING

F&I NEW 8" DI PIPE

F&I NEW 8" GATE VALVE

R&D EXISTING 6" GATE VALVE

6" CI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAP

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

R&D EXISTING 12" x 6" TEE

6" CI/DI PIPE

12" DI PIPE

F&I NEW 12" x 8" TEE

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 12" COUPLINGS (2)

GR

AN

DV

IE

W D

R.

LA

UR

EL L

A.

HIL

LT

OP

R

D.

6" 1957

8"

1969

6" 1969

8"

1965

6" 1953 A

.C

.

6" 1957

6" 1960

CLOSED

6/10/74

8" 2012

6" 2010

HIL

LTO

P

RD

.

RABBITT HILL RD.

BR

YA

NT

S

T.

6" 1961

8" 1

957

8"

1984

6/27/91

CLOSED

8"

1965

RABITT HILL RD, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

14

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

6" 1964

6"

1968

6" 1968

TO

BO

GG

AN

R

D.

EN

GLA

ND

S

T.

6" 1962

8" 1

957

8"

1957

AB

AN

D

O

N

EX

IST

IN

G

AC

/C

I P

IPE

C

U

M

B

E

R

L

A

N

D

H

I

G

H

P

R

E

S

S

U

R

E

Z

O

N

E

PA

WT

UC

KE

T LO

W P

RE

SS

UR

E Z

ON

E

R&D EXISTING 8" x 6" REDUCER

6" TEES (2)

6" CI/DI PIPE

6" COUPLINGS (3)

F&I NEW 8" CROSS

NEW 6" CAP

NEW 8" GATE VALVES (3)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (2)

NEW 8" COUPLING

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 2" COPPER PIPE

F&I NEW 2" BLOWOFF

F&I NEW 2" BLOWOFF

F&I NEW 6" CAP

R&D EXISTING CI PIPE

R&D EXISTING 6" TEE

6" GATE VALVES (3)

6" CI PIPE

F&I NEW 8" CROSS

NEW 8" x 6" REDUCERS (3)

NEW 8" x 2" TAPPED PLUGS (2)

NEW 6" GATE VALVES

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 8" x 6" REDUCERS (2)

6" GATE VALVES (2)

INSTALL THIS VALVE IN CLOSED POSITION

R&D EXISTING 6" 90° BEND

6" GATE VALVE

6" CI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVES (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

INSTALL NEW 1" COPPER SERVICE

8

" 2

0

1

0

6" 1963

6" 1970

6" 1978

8" 1

965

8

"

1

9

6

9

6" 1984

12" 1957

8" 2015

8" 2015

6" 1990

6" 1990

6" 1964

6" 1995

6" 1978

6" 1978

AV

E.

HIL

LT

OP

RD

.

M

O

R

R

IS

S

T.

O

LD

W

ILLIS

R

D

.

H

ILLT

O

P

R

D

.

M

O

R

R

IS

S

T

.

OAKHILL DR.

C

A

R

LS

O

N

D

R

.

TE

RR

AC

E

W

ILLA

M

S

S

T.

8" 2015

8" 2015

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

15

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

OAKHILL DR, CUMBERLAND

40 0 40 80 160 FEET

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

A

B

A

N

D

O

N

E

X

IS

TIN

G

C

I P

IP

E

R&D EXISTING 8" CROSS

8" x 6" REDUCERS (2)

8" DI PIPE

F&I NEW 8" CROSS

NEW 6" CAPS (2)

NEW 8" GATE VALVES (2)

NEW 8" DI PIPE

NEW 8" COUPLINGS (2)

R&D EXISTING 6" TEE

8" x 6" REDUCER

6" BENDS (2)

6" DI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

NEW 8" COUPLING

MA

TC

H L

IN

E S

HE

ET

1

6

BIRCH HILL DR, CUMBERLAND;

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

16

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

CARLSON DR, CUMBERLAND; OAKHILL DR, CUMBERLAND

8

"

1

9

6

9

6" 1949

6" 1964

6" 1950

6" 1956

6" 1962

6" 1959

6" 1951

1951

6"

OLD

W

ILLIS

RD

.

OAKHILL DR

AN

N S

T.

C

A

R

LS

O

N

D

R

.

BIRCH HILL DR

8" 2015

MIN

ER

VA

S

T.

OLD

W

ILLIS

R

D.

BR

YA

NT

S

T.

2" 1

953

6" 1

988

6" 1961

6" 1957

6" 1948

6" 1957

CARLSON DR

6/27/91

CLOSED

CL

OS

ED

2003

6" 1961

CARL ST.

40 0 40 80 160 FEET

H

I

L

L

T

O

P

R

D

PWSB PRESSURE ZONE

CUMBERLAND PRESSURE ZONE

PW

SB

P

RE

SS

UR

E Z

O

NE

CU

M

BE

RLA

ND

P

RE

SS

UR

E Z

O

NE

MA

TC

H L

IN

E S

HE

ET

1

5

A

B

A

N

D

O

N

E

X

IS

TIN

G

C

I P

IP

E

AB

AN

DO

N E

XIS

TIN

G

C

I/D

I P

IP

E

A

B

A

N

D

O

N

E

X

IS

TIN

G

C

I P

IP

E

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" DI PIPE

F&I NEW 8" TEE

NEW 8" PLUG

NEW 8" GATE VALVE

NEW 8" DI PIPE

R&D EXISTING 6" TEE

8" x 6" REDUCER

6" GATE VALVE

6" DI PIPE

6" COUPLINGS (2)

F&I NEW 8" TEE

NEW 8" 45° BENDS (2)

NEW 6" CAPS (2)

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLING

R&D EXISTING 6" TEE

6" CI/DI PIPE

F&I NEW 8" TEE

NEW 8" x 6" REDUCERS (2)

NEW 8" 11.25° BEND

NEW 6" CAP

NEW 8" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLINGS (2)

TEST PIT TO VERIFY SERVICE LOCATION

HIGH ST.

B

E

L

L

E

'S

C

T

C

H

A

P

E

L

A

V

E

HIGH ST.

W

A

S

H

IN

G

T

O

N

S

T

.

ROUTE 114

8

"

1

2

"

1

8

8

1

6

"

1

8

8

1

1

2

"

1

8

8

1

1

2

"

1

8

8

1

2

"

1

9

8

7

6" 1949

6

"

1

8

8

1

2

"

1

9

8

7

6

"

1

8

8

1

1

2

"

1

9

5

8

6

"

1

8

9

5

1

9

5

8

2

"

1

9

8

2

8

"

1

9

5

8

T

I

T

U

S

S

T

.

B

R

O

A

D

S

T

.

R

A

I

L

R

O

A

D

A

V

E

.

6" 1949

MILL S

T.

B

R

O

A

D

S

T

.

1

6

"

6

"

1

9

2

4

12" 1881

6" 1949

1

2

"

1

8

8

1

12" 1881

1

9

9

6

1

2

"

1

8

8

1

L

U

S

IT

A

N

A

A

V

E

.

1

2

"

1

8

8

1

8

"

1

9

8

7

M

I

L

L

S

T

.

8

"

1

9

8

7

8

"

1

9

8

7

1

2

"

1

9

5

8

8

"

1

9

8

7

1

2

"

1

9

5

7

A

B

B

O

T

T

S

T

.

S

C

H

O

O

L

S

T

.

T

I

T

U

S

S

T

.

H

A

V

E

N

S

S

T

.

8

"

1

9

8

7

HIGH ST, CUMBERLAND

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

17

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

40 0 40 80 160 FEET

R&D EXISTING 8" x 6" REDUCER

6" GATE VALVE

6" CI PIPE

F&I NEW 8" 45° BENDS (2)

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLING

ABANDON EXISTING CI PIPE

F&I NEW 8" DI PIPE

R&D EXISTING 6" TEE

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

RESET HYDRANT

F&I NEW 8" 45° BEND

R&D EXISTING 6" CI PIPE

6" COUPLING

F&I NEW 8" 45° BENDS (2)

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

ABAND

ON

EXIS

TING

CI P

IPE

R&D EXISTING 6" CI PIPE

6" COUPLING

F&I NEW 8" 45° BENDS (2)

NEW 8" x 6" REDUCER

NEW 6" CAP

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" TS&V

6" GATE VALVE

6" CI/DI PIPE

F&I NEW 8" x 6" HYDRANT TEE

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

R&D EXISTING 6" CI PIPE

6" COUPLING

F&I NEW 8" x 6" REDUCER

NEW 6" 45° BENDS (2)

NEW 6" DI PIPE

NEW 8" DI PIPE

NEW 6" COUPLING

D

U

N

K

I

N

D

O

N

U

T

S

6

"

1

9

4

7

6

"

1

9

4

7

8

"

1

9

7

9

8

"

1

9

7

9

8

"

1

2

"

1

9

8

4

1

2

"

1

9

8

4

A

N

N

&

H

O

P

E

W

A

Y

M

E

N

D

O

N

R

D

.

R

O

U

T

E

1

2

2

M

E

N

D

O

N

R

D

.

O

.L

.

MENDON RD; ANN & HOPE WAY, CUMBERLAND, RI

SCALE: 1"=40'

PAWTUCKET WATER SUPPLY BOARD

18

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

FEBRUARY 2020

MAIN REPLACEMENT

R&D EXISTING 2" SPINDLE VALVE

F&I NEW 2" COPPER

NEW 2" COUPLINGS (2)

R&D EXISTING 12" x 6" TEE

12" x 8" REDUCER

6" GATE VALVE

8" GATE VALVE

12" GATE VALVE

6" CI PIPE

8" DI PIPE

12" DI PIPE

F&I NEW 12" x 8" REDUCER

NEW 6" CAP

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 12" DI PIPE

NEW 8" COUPLING

NEW 12" COUPLING

R&D EXISTING 6" TEE

6" CI/DI PIPE

F&I NEW 6" 45° BENDS (2)

NEW 11.25° BEND

NEW 6" CAPS (2)

NEW 6" GATE VALVE

NEW 6" DI PIPE

NEW 6" COUPLINGS (2)

40 0 40 80 160 FEET

F&I 12" LINESTOP

R&D EXISTING 8" DI PIPE

NEW 8" GATE VALVE

NEW 8" DI PIPE

NEW 8" COUPLINGS (2)

A

B

A

N

D

O

N

E

X

IS

T

IN

G

C

I P

IP

E

F&I NEW 6" CAPS (2)

MAIN REPLACEMENT

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

19

PAWTUCKET WATER SUPPLY BOARD

SCALE: NTS

MISCELLANEOUS DETAILS

FEBRUARY 2020

PAWTUCKET WATER SUPPLY BOARD

3.06

NOT TO SCALE

STD. NO.

2" BLOWOFF INSTALLATION

MAY 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

4.02

NOT TO SCALE

STD. NO.

FIRE HYDRANT REPLACEMENT

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

6.03

NOT TO SCALE

STD. NO.

FEB. 2013

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

7.01

NOT TO SCALE

STD. NO.

SIGNING AND BARRICADES

FEB. 2006

REVISION DATE:

RIDOT CONCRETE ROADBASE

PAVEMENT REPLACEMENT

PAWTUCKET WATER SUPPLY BOARD

6.02

NOT TO SCALE

STD. NO.

JAN. 2011

REVISION DATE:

PAVEMENT REPLACEMENT

TEMPORARY PAVEMENT

PERMANENT PAVEMENTPERMANENT PAVEMENT

PERMANENT PAVEMENT

PAWTUCKET WATER SUPPLY BOARD

8.01

NOT TO SCALE

STD. NO.

JAN 2014

REVISION DATE:

TYPICAL "TEMPORARY BYPASS PIPING"

INSTALLATION

PAWTUCKET WATER SUPPLY BOARD

6.01

NOT TO SCALE

STD. NO.

TYPICAL TRENCH DETAIL

JAN 2014

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

4.01

NOT TO SCALE

STD. NO.

AUG. 2013

REVISION DATE:

NEW FIRE HYDRANT AND

RESET FIRE HYDRANT INSTALLATION

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

MISCELLANEOUS DETAILS

SCALE: NTS

PAWTUCKET WATER SUPPLY BOARD

20

CONTRACT - MR11

WATER DIST. SYSTEM IMPROVEMENTS

MAIN REPLACEMENT

PAWTUCKET WATER SUPPLY BOARD

1.01

NOT TO SCALE

STD. NO.

NEW 1" SERVICE INSTALLATION

PAWTUCKET WATER SUPPLY BOARD

1.02

NOT TO SCALE

STD. NO.

1" SERVICE REPLACEMENT

FEB. 2007

REVISION DATE:

FEB. 2007

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

1.03

NOT TO SCALE

STD. NO.

NEW 2" SERVICE INSTALLATION

FEB. 2007

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

1.04

NOT TO SCALE

STD. NO.

2" SERVICE REPLACEMENT

FEB. 2007

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

3.02

NOT TO SCALE

STD. NO.

GATE VALVE REPLACEMENT

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

3.04

NOT TO SCALE

STD. NO.

BUTTERFLY VALVE REPLACEMENT

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

3.03

NOT TO SCALE

STD. NO.

BUTTERFLY VALVE INSTALLATION

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

3.01

NOT TO SCALE

STD. NO.

GATE VALVE INSTALLATION

FEB. 2006

REVISION DATE:

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

FEBRUARY 2020

ANY STREET

ANY STREET

ANY STREET

ANY STREET

TYPICAL CONSTRUCTION SEQUENCE

MISCELLANEOUS DETAILS

SCALE: NTS

PAWTUCKET WATER SUPPLY BOARD

21

CONTRACT - MR11

WATER DIST. SYSTEM IMPROVEMENTS

MAIN REPLACEMENT

OLD

MA

IN

NE

W M

AIN

NE

W M

AIN

OLD

MA

IN

OLD MAIN OLD MAIN

STREET TO HAVE NEW MAIN

SID

E S

TR

EE

T

NEW MAIN

PAWTUCKET WATER SUPPLY BOARD

5.03

NOT TO SCALE

STD. NO.

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

5.01

NOT TO SCALE

STD. NO.

MAIN CONNECTION AT INTERSECTION

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

5.02

NOT TO SCALE

STD. NO.

FEB. 2006

REVISION DATE:

PAWTUCKET WATER SUPPLY BOARD

5.04

NOT TO SCALE

STD. NO.

RESTRAINT AT FITTINGS

MAY 2006

REVISION DATE:

(CROSS)

MAIN CONNECTION AT INTERSECTION

(OFFSET)

MAIN CONNECTION AT INTERSECTION

(CUT-IN TEE)

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

PawtucketWATER SUPPLY BOARD

FEBRUARY 2020

MAIN REPLACEMENT

WATER DIST. SYSTEM IMPROVEMENTS

CONTRACT - MR11

22

PAWTUCKET WATER SUPPLY BOARD

SCALE: NTS

MISCELLANEOUS DETAILS

ROAD

WORK

AHEAD

RO

AD

WO

RK

AH

EA

D

ROAD

WORK

AHEAD

RO

AD

WO

RK

AH

EA

D

END

ROAD WORK

EN

D

RO

AD

W

OR

K

END

ROAD WORK

EN

D

RO

AD

W

OR

K

ROAD

WORK

AHEAD

RO

AD

WO

RK

AH

EA

D

EN

D

RO

AD

W

OR

K

EN

D

RO

AD

W

OR

K

ROAD

WORK

AHEAD

RO

AD

WO

RK

AH

EA

D

END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

W

OR

K

RO

AD

WO

RK

AH

EA

D

ON

E L

AN

E

RO

AD

AH

EA

D

RO

AD

WO

RK

AH

EA

D

ON

E L

AN

E

RO

AD

AH

EA

D

FEBRUARY 2020