Highland Avenue I

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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