TOWN OF NEEDHAM, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS HIGHLAND AVENUE WATER MAIN REPLACEMENT CONTRACT NO. FY 12-17-01 MAY 2012
NEWTON WELLESLEY
PLAN INDEX BOARD OF SELECTMEN HIGHLAND AVE.
SHEET NO.
GERALD A. WASSERMAN, CHAIRMAN DANIEL P. MATTHEWS, VICE CHAIRMAN JOHN A. BULIAN, CLERK GR EAT P (RT LAIN . 13 AVE 5) .
MAURICE P. HANDEL JAMES G. HEALY
T.
95
&
12
8
DE
KATHLEEN P. FITZPATRICK
IVE
RS
T.
13
5)
DEDHAM
DOVER
ROBERT A. LEWIS, ASSISTANT DIRECTOR ANTHONY L. DEL GAIZO, P.E., TOWN ENGINEER VINCENT ROY, WATER AND SEWER SUPERINTENDENT
(R
T.
DEPARTMENT OF PUBLIC WORKS RICHARD P. MERSON, DIRECTOR
AV
E.
SR
LOCATION MAP NOT TO SCALE
COVER SHEET
2
GENERAL NOTES & LEGEND
3
HIGHLAND AVENUE I
4
HIGHLAND AVENUE II
5
HIGHLAND AVENUE III
6
DETAILS I
7
DETAILS II
8
TRAFFIC MANAGEMENT I
9
TRAFFIC MANAGEMENT II
R
T.
AM
CHA RLE
1 R
DH
TOWN MANAGER
DESCRIPTION
ABBREVIATIONS
LEGEND EXISTING
GENERAL NOTES
WATER NOTES
PROPOSED
SCALE:
DRAWN BY:
BLB DESIGNED BY:
MRH
Group, Inc. E ngineers Planners Landscape Architects Scientists
Town of Needham, Massachusetts
315 Norwood Park South Norwood, MA 02062 781.255.1982
May. 04, 2012 3:53pm
email:
[email protected] AS SHOWN
CHECKED BY: NUMBER
DATE
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
GENERAL NOTES & LEGEND WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
5/3/2012
2
REPLACE EXISTING 6" FIRE SERVICE WITH NEW 12" X 6" TEE, 6" DI PIPE, 6" GATE VALVE, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
INSTALL 2" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP
INSTALL NEW TRAFFIC SIGNAL LOOP DETECTORS IN SAME LOCATION AS EXISTING
5.5' OF COVER ON WATER MAIN INSTALLED OFF OF ROADWAY
SUPPORT UTILITY POLE #42-1 DURING CONSTRUCTION PER VERIZON REQUIREMENTS
INSTALL NEW 12" DI WATER MAIN
INSTALL 1 21" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP
INSTALL 12"X6" TEE, 6" GATE VALVE, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
INSTALL 1" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP (TYP)
ABANDON EXISTING 8" WATER MAIN
REMOVE ABANDONED GATE BOX AND FILL WITH CONCRETE (TYP) INSTALL 12" GATE VALVE CAP EXISTING MAIN
INSTALL (2) 20" SOLID SLEEVE COUPLINGS, (2) 20" X 12" TEES, 20" DI PIPE AND 12" GATE VALVE
REPLACE EXISTING 6" FIRE SERVICE WITH NEW 12" X 6" TEE, 6" DI PIPE, 6" GATE VALVE, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
INSTALL 2" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP
INSTALL 8" SOLID SLEEVE COUPLING, 12" X 8" REDUCER, (2) 12" GATE VALVES AND 12" DI PIPE EXISTING SERVICES LARGER THAN 2" TO BE CAPPED AND ABANDONED (TYP)
SCALE:
DRAWN BY:
BLB DESIGNED BY:
Group, Inc. E ngineers Planners Landscape Architects Scientists
315 Norwood Park South Norwood, MA 02062 781.255.1982
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
Highland Avenue I
email:
[email protected] 5/3/2012
CHECKED BY: DATE
Town of Needham, Massachusetts
May. 04, 2012 2:31pm
MRH
NUMBER
EXISTING COPPER SERVICES 2" OR SMALLER TO BE BENT AND ABANDONED (TYP)
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
3
INSTALL 12" GATE VALVE, 12" X 8" TEE, 8" GATE VALVE, 8" DI PIPE, 8" X 6" REDUCER, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
REPLACE EXISTING 6" FIRE SERVICE WITH NEW 12" X 6" TEE, 6" DI PIPE, 6" GATE VALVE, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
EXISTING SERVICES LARGER THAN 2" TO BE CAPPED AND ABANDONED (TYP)
INSTALL 12" X8" TEE, 8" GATE VALVE, 8" DI PIPE, AND 8" SOLID SLEEVE COUPLING
EXISTING GATE VALVE 540 FEET
INSTALL 2" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP
INSTALL 8" INSERTION VALVE TO AVOID DISRUPTION OF SERVICE TO #589
INSTALL 1" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP (TYP) 5.5' OF COVER ON WATER MAIN INSTALLED OFF OF ROADWAY
INSTALL NEW HYDRANT ASSEMBLY AND REMOVE EXISTING HYDRANT
INSTALL (2) 12" 45 DEGREE BENDS
INSTALL NEW 12" DI WATER MAIN
REMOVE AND RESET FENCE INSTALL NEW HYDRANT ASSEMBLY AND REMOVE EXISTING HYDRANT
ABANDON EXISTING 8" CI WATER MAIN
INSTALL 12" GATE VALVE
INSTALL 1" TYPE "K" COPPER DOMESTIC SERVICE WITH NEW CURB STOP (TYP)
REMOVE ABANDONED GATE BOX AND FILL WITH CONCRETE (TYP) EXISTING COPPER SERVICES 2" OR SMALLER TO BE BENT AND ABANDONED (TYP)
INSTALL 12" GATE VALVE, 12" X 8" TEE, 8" GATE VALVE, 8" DI PIPE, 8" X 6" REDUCER AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
DISCONNECT 6" MAIN FROM EXISTING 8" WATER MAIN. CAP AND ABANDON EXISTING 8" WATER MAIN
INSTALL 12" GATE VALVE, 12" X 8" TEE, 8" DI PIPE, 8" GATE VALVE, 8" X 6" REDUCER, AND 6" SOLID SLEEVE COUPLING. PROVIDE BENDS AS NECESSARY.
SCALE:
DRAWN BY:
BLB DESIGNED BY:
Group, Inc. E ngineers Planners Landscape Architects Scientists
315 Norwood Park South Norwood, MA 02062 781.255.1982
Highland Avenue II
email:
[email protected] 5/3/2012
CHECKED BY: DATE
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
May. 04, 2012 2:40pm
MRH
NUMBER
Town of Needham, Massachusetts
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
4
INSTALL 205' OF 2" TYPE "K" COPPER DOMESTIC SERVICE WITH 2 NEW CURB STOPS
EXISTING COPPER SERVICES 2" OR SMALLER TO BE BENT AND ABANDONED (TYP)
EXISTING GATE VALVE 640 FEET
INSTALL 12" X 12" TEE, (2) 12" GATE VALVE,12" DI PIPE AND 12" SOLID SLEEVE COUPLING ABANDON 8" WATER MAIN IN PLACE
DETAIL A SCALE 1" = 40' ABANDON EXISTING 8" CI WATER MAIN
INSTALL NEW 12" DI WATER MAIN
REMOVE ABANDONED GATE BOX AND FILL WITH CONCRETE (TYP) INSTALL 12" X 12" TEE, 12" DI PIPE, 12" GATE VALVE, AND 12" SOLID SLEEVE COUPLING
INSTALL NEW 12" DI WATER MAIN
INSTALL NEW HYDRANT ASSEMBLY INSTALL 12" X 8" TEE, 8" GATE VALVE, 8" X 6" REDUCER AND 6" SOLID SLEEVE COUPLING
DISCONNECT 12" MAIN FROM EXISTING 8" WATER MAIN. CAP AND ABANDON EXISTING 8" WATER MAIN
SEE DETAIL A FOR CONTINUATION
INSTALL (2) 12" GATE VALVES AND 12" END CAP
ABANDON EXISTING 8" CI WATER MAIN
DISCONNECT 6" MAIN FROM EXISTING 8" WATER MAIN. CAP AND ABANDON EXISTING 8" WATER MAIN
SCALE:
DRAWN BY:
BLB DESIGNED BY:
Group, Inc. E ngineers Planners Landscape Architects Scientists
315 Norwood Park South Norwood, MA 02062 781.255.1982
Highland Avenue III
email:
[email protected] 5/3/2012
CHECKED BY: DATE
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
May. 04, 2012 2:42pm
MRH
NUMBER
Town of Needham, Massachusetts
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
5
SCALE:
DRAWN BY:
Group, Inc. DESIGNED BY:
E ngineers Planners Landscape Architects Scientists
315 Norwood Park South Norwood, MA 02062 781.255.1982
DATE
MADE BY
CHECKED BY
DETAILS I
email:
[email protected] DESCRIPTION
REVISIONS
4235
May. 04, 2012 2:55pm
CHECKED BY: NUMBER
Town of Needham, Massachusetts
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
5/3/2012
6
MATCH EXISTING PAVEMENT
FILL WITH CONC.
REMOVE EXTENSION BOX REMOVE CAST IRON CURB BOX AND COVER
SCALE:
DRAWN BY:
Group, Inc. DESIGNED BY:
E ngineers Planners Landscape Architects Scientists
315 Norwood Park South Norwood, MA 02062 781.255.1982
DATE
MADE BY
CHECKED BY
DETAILS II
email:
[email protected] DESCRIPTION
REVISIONS
4235
May. 04, 2012 2:56pm
CHECKED BY: NUMBER
Town of Needham, Massachusetts
UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
5/3/2012
7
NOTES:
NOTES
PEDESTRIAN BYPASS TYPE I
LEGEND:
P RIGHT SHOULDER CLOSED
ROAD NARROWS
TAPER LENGTH SPEED LIMIT
TWO-LANE ROAD SHOULDER CLOSED
FORMULA
TEMPORARY TRAVEL WAY AND LATERAL PAVEMENT SLOPE (AFTER WORK HOUR SETUP) TEMPORARY PAVEMENT RAMP
SCALE:
DRAWN BY:
BLB DESIGNED BY:
GL
Group, Inc. E ngineers Planners Landscape Architects Scientists
Town of Needham, Massachusetts
6 Blackstone Valley Place Lincoln, RI 02865 401.333.2382 email:
[email protected] May. 04, 2012 3:47pm
AS SHOWN
CHECKED BY: NUMBER
DATE
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
Traffic Management I 5/3/2012
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
8
P O FF -R AM I-9
5
GO
UL D
CROSS ST
SB
ST
T WEBSTER S
LIMIT OF WORK
LIMIT OF WORK
HIGHLAND AVE VE
UTICA RD
MILLS RD
AVE
S EB W
P ON-RAM
E NDAL
ST
I-95 SB
GREE
R TE
HUNTING RD
AND A
HIGHL
TYPICAL ADVANCE PROJECT LIMIT SIGNING
WORK ZONE
ROAD WORK 1000 FT.
SPEEDING FINES
ADDITIONAL ADVANCE PROJECT SIGNING
ROAD WORK AHEAD
POLICE OFFICER AHEAD
ONE LANE ROAD AHEAD
RIGHT SHOULDER CLOSED
xx M.P.H.
RIGHT LANE CLOSED 500 FT
ROAD NARROWS
CONSTRUCTION SIGNS
SCALE:
DRAWN BY:
BLB DESIGNED BY:
GL
Group, Inc. E ngineers Planners Landscape Architects Scientists
Town of Needham, Massachusetts
6 Blackstone Valley Place Lincoln, RI 02865 401.333.2382 email:
[email protected] DATE
MADE BY
CHECKED BY
DESCRIPTION
REVISIONS
4235
May. 04, 2012 3:50pm
AS SHOWN
CHECKED BY: NUMBER
G
RTM UNLESS OTHERWISE NOTED OR CHANGED BY REPRODUCTION
Traffic Management II 5/3/2012
WATER MAIN REPLACEMENT CONTRACT FY 12-17-01
9