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
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2
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1
8
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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
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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
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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
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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)
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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.
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6" 1938
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6" 1947
6" 1914
6" 1914
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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
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N
D
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6
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1
9
4
7
6
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1
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4
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7
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1
9
7
9
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1
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A
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.
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