CD101 A0004.pdf

PDF 589 KB Posted Mar 18, 2026

Attached to: Y1DZ--523A4-20-208 Replace Boilers and Upgrade Controls
Solicitation number: 36C24125R0077Solicitation
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Mar 18, 2026

This document is a Civil Site Removals Plan (drawing CD101) for the West Roxbury VA Medical Center in West Roxbury, Massachusetts, prepared by the Office of Construction and Facilities Management at the U.S. Department of Veterans Affairs. The plan details demolition and removal activities required for the "Replace Boilers and Upgrade Controls" project, with bid documents issued for construction on November 14, 2025. The site plan identifies numerous structures, utilities, and materials requiring removal or demolition, including existing buildings (Buildings 7, 8, 10, 17, and 20), pavement, concrete structures, underground fuel tanks, steam lines, sanitary and storm drainage systems, gas lines, water lines, electrical systems, and vegetation within defined work limits.

The plan specifies critical removal conditions and responsibilities: contractors must field-verify all existing utilities prior to commencing work; obtain necessary de-watering permits and NPDES General Permit approvals; provide CCTV inspection of existing sewers; coordinate phased removals while maintaining access to the existing boiler plant building; properly backfill and compact excavations with structural fill; and coordinate with the owner, abutting landowners, and utility providers (particularly National Grid for gas work). Certain infrastructure elements must be protected or retained, including specific sanitary and drainage manholes (SMH 101, 102, 103, 105, 106, 107, 109 and DMH 206, 209, 210), existing water lines, gas lines, and Building 17. The contractor is responsible for boundary survey completion, submission of property line data four weeks prior to construction, and compliance with all soil and erosion control measures as detailed in referenced structural and civil specifications.

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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

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ACSIGN

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METAL

BUILDING

CONC. W

ALK

CROSSWALK

PICNIC

TABLE

PICNIC

TABLE

PICNIC

TABLE

UNIT

AC AC AC

CROSSWALK

BUILDING NO. 8

BUILDING

NO. 7

AC UNIT

SAND AND

SALT

STORAGE

TENT

STORAGE

TENT

SHED

TRENCH DRAIN

DIRT

STOCKPILE

MULCH

STOCKPILE

AREA

C H

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TRANSFORMER

BUILDING

NO. 5

BUILDING

NO. 10

BUILDING

NO. 17

BUILDING

NO. 20

BUILDING

NO. 3

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BOLLARD

(TYP.)

CONCRETE BLOCK

(AREA INACC.)

COLUMN

(TYP.)

ELEC.

POST

BOLLARD

(TYP.)

COLUMN

(TYP.)

CARD

READER

GAS PUMP

DIESEL PUMP

FUEL

SHUT-OFF

EXISTING BOLLARD

(TYP.)

PROPANE

STORAGE

CAGE

BOLLARD

(TYP.)

ACCESS

HATCHES

REMOVE EX.

TRENCH DRAIN

REMOVE EXISTING JERSEY

BARRIER (TYP.)

CONCRETE

BARRIER

(TYP.)

BOLLARD

(TYP.)

SAWCUT EXISTING TANK AT LOCATION

1-FOOT OUTSIDE OF EXISTING CONCRETE

BLOCK BUILDING. FILL TANK BENEATH

BUILDING WITH FLOWABLE FILL. REMOVE

REMAINDER OF EXISTING UNDERGROUND

FUEL TANK. SEE REMOVALS NOTE 7

REMOVE EX.

CONCRETE

BARRIERS (TYP.)

DUST FILTER ON

CONC. PAD

REMOVE EXISTING STORAGE SHED

AND CONCRETE. COORDINATE

LOCATION OF EXISTING MATERIALS

/ EQUIPMENT / BUILDINGS WITH

OWNER (TYP.). SEE STRUCTURAL

SITE PLAN (SHEET SS-101)

REMOVE EXISTING TREES AND

VEGETATION TO LIMITS SHOWN AND

TO THE EXISTING CHAIN LINK FENCE.

REMOVE EXISTING TREES

TO LIMITS SHOWN (TYP.)

REMOVE EXISTING LIGHT,

POLE, BASE FIXTURE, AND

ASSOCIATED WIRING/CONDUIT

(TYP.)

CONTRACTOR LAY-DOWN

AREA.

REMOVE EXISTING PRECAST

CONCRETE ENTIRELY.

COORDINATE LOCATION OF

MATERIAL STOCKPILE WITH

OWNER (TYP.)

REMOVE EXISTING

CHAIN LINK OR

SECURITY FENCE.

REMOVE STORM DRAIN AND

EXISTING CATCH BASIN 200

TO LIMITS SHOWN (TYP.).

REMOVE CONCRETE TO

LIMITS SHOWN (TYP.)

REMOVE STORM DRAIN TO LIMITS

SHOWN (TYP.)

REMOVE EXISTING SANITARY

SEWER (TYP.)

REMOVE EXISTING

CATCH BASIN 203

EXISTING BUILDING #17

TO REMAIN

REMOVE EXISTING GRANITE AND

CONCRETE CURBING. COORDINATE

GRANITE CURBING STOCKPILE

LOCATION ON-SITE WITH COR.

REMOVE EXISTING CHAIN

LINK OR SECURITY FENCE.

REMOVE EXISTING GAS LINE TO

LIMITS SHOWN

REMOVE EXISTING SANITARY

SEWER TO LIMITS SHOWN

SEE ARCH PLANS FOR BUILDING

DEMOLITION LIMITS AND

INFORMATION ON PORTION OF

EXISTING BUILDING TO REMAIN

REMOVE EXISTING CONCRETE

STAIRS AND WALKWAYS TO LIMITS

SHOWN IN BOLD (TYP.)

EXISTING SMH 101

TO REMAIN, SEE SHEET CU101

EXISTING DMH 210

TO REMAIN

EXISTING STEAM TUNNEL

TO REMAIN (TYP.)

L L

L L L

L L L L L L L L

L L

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L L

LLLL

L L L L L L L

L L L

L L

WORK LIMIT BOUNDARY

SEE NOTE 11, THIS

SHEET.

EXISTING TREE REMOVAL

AREA (TYP.)

REMOVE EX.

STEAM

LINES (TYP.)

REMOVE EXISTING

CATCH BASIN 202

REMOVE EXISTING STORM DRAIN

AND PLUG EX. INVERT AT CATCH

BASIN WITH WATER TIGHT BRICK

AND MORTAR OR PVC PLUG.

REMOVE EXISTING ELEC.

TO LIMIT SHOWN

REMOVE EXISTING SANITARY SERVICE

LINE TO LIMITS SHOWN AND PLUG EX.

INVERT AT SMH WITH WATER TIGHT

BRICK AND MORTAR OR PVC PLUG.

REMOVE EXISTING GAS

LINE TO LIMITS SHOWNREMOVE EXISTING PAVEMENT

TO THE LIMITS SHOWN (TYP.)

6" W

6"W

6" W

REMOVE EXISTING

WATER LINE TO

LIMIT SHOWN (TYP.)

EXISTING SMH 106

TO REMAIN

SAW CUT PAVEMENT (TYP).

SEE NOTE 8.

CLEAN EXISTING STORM DRAIN FROM

EDGE OF EXISTING BUILDING TO

INTERIOR DRAIN. LEGALLY DISPOSE

OF ANY DEBRIS OR SEDIMENT.

STM

REMOVE EXISTING 20' x 20'

STEAM VAULT.

STM

REMOVE EX. STACK

FOUNDATION. SEE NOTE 10.

REMOVE EXISTING

INCINERATOR FOUNDATION,

SEE NOTE 10.

REMOVE EXISTING CONCRETE

PAD AND BOLLARDS.

BUILDING

NO. 1

EXISTING SMH 107

TO REMAIN

EXISTING SMH 105

TO REMAIN

REMOVE EXISTING

SMH 104

REMOVE EXISTING SMH 108

PROTECT EXISTING CURB

DURING CONSTRUCTION

REMOVE EXISTING TREES

TO LIMITS SHOWN (TYP.)

EXISTING SMH 103

PROTECT EXISTING

BUILDING DURING

CONSTRUCTION

EXISTING SMH 102

REMOVE EXISTING

CONCRETE TO LIMITS

SHOWN.

REMOVE EXISTING RETAINING WALLS

EXISTING DMH 209

TO REMAIN, SEE SHEET CU101

REMOVE EXISTING

CATCH BASIN 201

RELOCATE EX.

GENERATOR AND

STORAGE FACILITY

INCINERATOR

FOUNDATION

REMOVE EXISTING

CHEMICAL STORAGE

REMOVE EXISTING

CATCH BASIN 204

EXISTING CB 205

TO REMAIN

EXISTING SMH 109

TO REMAIN

PROTECT EXISTING CHAIN LINK

FENCE DURING CONSTRUCTION

EXISTING DMH 206

TO REMAIN

EXISTING CB 207

TO REMAIN

SELECTIVE TREE REMOVAL AS

NECESSARY TO CONSTRUCT

NEW FENCE.

REMOVE EXISTING PAVEMENT (TYP.)

REMOVE EXISTING

UNDERGROUND FUEL TANK

(TYP.) SEE REMOVALS NOTE 7

DEMOLISH EXISTING

SANITARY SEWER. PROVIDE

CCTV INSPECTION OF

EXISTING SEWER PRIOR TO

CONSTRUCTION. IDENTIFY

LOCATION, ELEVATION AND

SIZE OF ANY SERVICE

LATERALS. (TYP)

DEMOLISH EXISTING SANITARY SEWER.

PROVIDE CCTV INSPECTION OF EXISTING

SEWER PRIOR TO CONSTRUCTION. IDENTIFY

LOCATION, ELEVATION AND SIZE OF ANY

SERVICE LATERALS. (TYP)

EXISTING DMH 208

TO REMAIN

PROTECT EXISTING WATER LINE

PROTECT EXISTING PIV

PROTECT EXISTING

GAS LINE

4" W

REMOVALS NOTES:

1. SEE NOTES R1 THROUGH R5 ON SHEET C-001 FOR

ADDITIONAL REMOVALS INFORMATION.

2. CLEARING LIMITS SHALL EXTEND ONLY TO SUCH A

POINT NECESSARY TO COMPLETE EARTHWORK

ACTIVITIES.

3. THE UTILITY INFORMATION SHOWN ON THIS PLAN

IS APPROXIMATE AND IS BASED ON A SURVEY

COMPLETED BY FELDMAN LAND SURVEYORS. THE

SITE CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING UTILITIES PRIOR TO BEGINNING ANY

SITE CLEARING, GRUBBING AND EARTHWORK

ACTIVITIES.

4. ALL SOIL AND EROSION CONTROL MEASURES

SHALL BE IN PLACE PRIOR TO THE

COMMENCEMENT OF ANY WORK. SEE CG101 FOR

MORE INFORMATION. THE SITE CONTRACTOR IS

RESPONSIBLE FOR INSPECTING AND MAINTAINING

ALL SOIL AND EROSION CONTROL MEASURES.

5. SOME TREE TRIMMING NOT SHOWN ON THIS PLAN

MAY BE NECESSARY FOR CONSTRUCTION

PURPOSES. THE SITE CONTRACTOR SHOULD

EVALUATE AND SCHEDULE ACCORDINGLY.

6. THE REMOVALS SHOWN ON THIS PLAN MAY NEED

TO BE PHASED DURING CONSTRUCTION WHILE

MAINTAINING ACCESS TO THE EXISTING BOILER

PLANT BUILDING COORDINATE ALL WORK WITH

THE GENERAL CONTRACTOR AND OWNER.

7. ONCE EXISTING FUEL AND STEAM TANKS ARE

REMOVED, CONTRACTOR TO BACKFILL AND

COMPACT EXCAVATION WITH STRUCTURAL FILL

PER CONTRACT SPECIFICATIONS.

8. REMOVE STORM DRAIN AS INDICATED ON PLANS.

CLEAN PIPE FROM LIMIT OF WORK TO FIRST

DOWN-SLOPE CATCH BASIN. REMOVE ANY DEBRIS

OR OTHER MATERIALS, AND DISPOSE OF IN A

LEGAL MANNER. COORDINATE WITH ABUTTING

LANDOWNERS PRIOR TO PERFORMING WORK.

9. NATIONAL GRID WILL COMPLETE GAS

CONSTRUCTION AND DEMOLITION FROM THE

CONNECTION TO THE PROPOSED METER AND

EXTERIOR TO THE BUILDING. CONTRACTOR WILL

BE RESPONSIBLE FOR COORDINATING

CONSTRUCTION WITH NATION GRID, SUPPLYING

AND INSTALLING METER, CONNECTING METER TO

GAS LINE, AND ALL WORK ASSOCIATED WITH

CONNECTING THE GAS CONNECTION INTO THE

INTERIOR OF THE BUILDING. SEE MEP PLANS FOR

INTERIOR GAS WORK.

10. REMOVE STACK FOUNDATION, BACKFILL AND

COMPACT EXCAVATION WITH STRUCTURAL FILL.

11. BOUNDARY SURVEY TO BE PROVIDED BY

CONTRACTOR PRIOR TO MOBILIZATION OR ANY

CONSTRUCTION WORK. DESIGN SHOWN

ANTICIPATES PROPERTY LINES ARE 2-FEET

BEYOND LIMIT OF WORK. NOTIFY OWNER AND

ARCHITECT OF PROPERTY LINE LOCATION, IN

FORMAT COMPATIBLE WITH AUTOCAD 2018 OR

MORE RECENT, IN FORMAL SUBMITTAL 4-WEEKS

PRIOR TO BEGINNING CONSTRUCTION.

12. CONTRACTOR TO OBTAIN NECESSARY

DE-WATERING PERMITS, INCLUDING APPROVAL

AND NOTIFICATIONS THROUGH NPDES GENERAL

PERMIT, PRIOR TO ANY EXCAVATION OCCURING

ON-SITE.

LEGENDEXISTING DEMOLITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseWBRC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR

ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND

SIGNATURE OF THE PROFESSIONAL ENGINEER

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

523A4-20-208

:1 1:

REPLACE BOILERS AND

UPGRADE CONTROLS

11/14/2025

BID DOCUMENTS

ISSUED FOR CONSTRUCTION

Revisions: Date:

PLAN

NORTHACTUAL

NORTH

WEST ROXBURY VA MEDICAL CENTER

WEST ROXBURY, MA

ENGINEER OF RECORD

Hazardous Materials:

MABBETT & ASSOCIATES

Architect & Civil Engineering:

WBRC

Fire & Life Safety:

KOFFEL ASSOCIATES

Electronic Security:

GRW

Tunnel Structural & Civil Engineering:

PEC

Security Consultants:

FORCE PROTECT

ARB DLM

CD101

CIVIL

SITE REMOVALS PLAN

CATCH BASIN

GAS SHUT OFF

WATER SHUT OFF

MANHOLE

BORING LOCATION

FIRE HYDRANT

SEWER MANHOLE

UTILITY POLE

LIGHT POLE

DRAINAGE MANHOLE

SIGN

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

TREE

WELL

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

GAS GAS LINES

EDGE OF PAVEMENT

EDGE OF GRAVEL

CHAIN LINK FENCE

WOODEN FENCE

SS SANITARY SEWER

STM STEAM LINES

SD STORM DRAIN

MAJOR CONTOURS

MINOR CONTOURS

W WATER LINES

TREE LINE

UGC

UGU

GAS

X X

STM

L LWORK LIMIT BOUNDARY

PAVEMENT REMOVALS

AC AIR CONDITIONING UNIT

TREE REMOVALS

CONCRETE REMOVALS

ARTHUR

BOLDUC

PROFESS I ONAL ENG I N

STATE OF MAINE

L I C E N S E D

03/02/2026

ADDENDUM 01 03/02/20261

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M-R PROJECT NO: 0506-0012

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( IN FEET )

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GRAPHIC SCALE

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Sheets and Views

CD101 - SITE REMOVALS PLAN

File details come from the government source that posted it. Updated Mar 18, 2026.