100 VAMC MRI - Full Set IFC 1 of 5.pdf

PDF 19 MB Posted Jun 13, 2025

Attached to: 36C77625R0047 - Expand & Renovate New MRI - Providence, RI - Solicitation
Solicitation number: 36C77625R0047
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Jun 13, 2025

These construction documents are for the Expand and Renovate Space for New MRI project at the Veterans Affairs Medical Center (VAMC) in Providence, Rhode Island. The architectural and engineering drawings detail a comprehensive renovation project involving demolition, site work, utility modifications, and new construction, with a focus on creating a new MRI space. The documents include detailed plans for demolition, existing conditions, erosion control, and site access management, showing extensive preparatory work required before the new MRI facility can be constructed.

The project scope encompasses multiple technical disciplines, including civil engineering, landscape architecture, mechanical/electrical/plumbing systems, structural engineering, and geotechnical engineering. Key elements include removing existing site infrastructure, managing utility relocations, installing erosion and sediment control measures, maintaining public and staff access during construction, and preparing the site for the new MRI facility. The project is fully sprinklered and managed by the U.S. Department of Veterans Affairs, with The Robinson Green Beretta Corporation serving as the architect and project manager.

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EXISTING ABANDONED

ELECTRICAL DUCT BANK

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XXXXXXXXXXXXXXXXXXXXXXXXX

X X

LOD / SED

LOD / SEDLOD / SED

LOD / SED

LOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SED

LOD / SED

LOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SED

LOD / SED

/ S E

D / S

E D

/ S E

D / S

E D

LOD / SED

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

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LOD / SED

LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED

LOD / SED

SED

SED SED SED SED SED SED SED

SED SED SED SED SED SED SED SED

EX GRANITE CURB

W (R) W (R) W (R) W (R)

W (R

VWV

W (R

W (R)

W (R) W (R) W (R) W (R) W (R) W (R)

W (R

W (R) W (R)

SAN (R

)SAN (R

SAN (R

(E) (D)

(F)

ELEC (R)

2-3" DUCTS (REC.)

1-4KV PRIMARY (REC.)

ALL ABANDONED

1-SPARE (REC.)

W (R

SAN (R)

C (R

S A

N (R

)SAN

SD (R)

SAN (R)

SD (R)

COVE

RED

ALK

/ E

NTR

ANCE

EX. FIRE DEPT. SPRINKLER CONNECTION

W/ SPLASH BLOCK BELOW

EXTERNAL HOSE BIB FOR

CONTRACTOR WATER SUPPLY

EX BUILDING 1

E WING

EX BUILDING 1

B WING

LINE OF BRICK ABOVE

LINE OF BUILDING AT GRADE

SD (R) SD (R) SD (R) SD (R) SD (R) SD (R) SD (R) SD (R)

SD (R

SD (R)

SAN (R)

SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R)

S A

N (R

SAN (R

SAN (R)

SAN (R

N (R

SAN (R

(H)(A) & (B)

SD (R

SD (R)

GW (R)

G W

GW (R)

G W

GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S)

GAS (S)

HVAC UNIT

HVAC U

NIT

HVAC U

NIT

E E

ELEC (R) ELEC (R)

ELEC (R)

ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)

ELE

C (R

ELE

C (R

ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)

ELEC (R)

ELEC

ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)

ELEC (R)

ELEC (R) ELE

C (R

ELEC (R)

ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)

ELEC (R

ELEC (R)

ELEC. CONDUIT ON BUILDING

C (R

ELEC (R)

ELEC (R) ELEC (R) ELEC (R) ELEC (R)

ELE

C (R

ELE

C (R

ELE

C (R

ELE

C (R

ELE

C (R

PIV

D E

1' CONCRETE RETAINING WALL

EX RETAINING WALL

CONCRETE WALK

C O

N C

R E

CONCRETE WALK

ARMED FORCES BLVD

BENCHMARK #2

NEI DISK - EL. 79.77

BENCHMARK #1

NEI DISK - EL. 80.20

EX FENCE

ENCLOSURE

EX FENCE

ENCLOSURE

MEDICAL GAS AREA

CONCRETE

BOLLARDS

11.1'

FLARED END

SECTION & RIP-RAP

INV = 76.68

EU1

ELEC (R)

DOW

CONCRETE ENCASED

ELECTRICAL DUCK BANK,

TYPICAL.

EXISTING CONCRETE ENCASED

ELECTRICAL DUCT BANK

FORMER LIGHT POLE BASE

(REMOVED)

EX CHILLER

W/ CONC. PAD

EX ELEC.

PANEL

EX ELECTRICAL UNIT

W/ CONC. PAD

EX. EXTERIOR ELECTRICAL OUTLET, CONTRACTOR TO SUPPLY AND CUT AND CAP SUPPLY

WIRES IN JUNCTION BOX, REMOVE EXTERIOR BOX AND PLUG HOLE PER MEP SPECS

EX. HOSE BIB. CONTRACTOR TO LOCATE SUPPLY AND CUT AND CAP PER MEP SPECS.

EX. EMERGENCY ROOF DRAIN OVERFLOW LOCATION

DEMO PAVEMENT

FOR NEW ELECTRICAL DUCT

DEMOLISH EXISTING MEDICAL GAS SYSTEM.

FROM EDGE OF ARMED FORCES BLVD

TO EDGE OF BUILDING 1.

CONTINUE TO ENSURE NO INTERRUPTION

IN SUPPLY, COORDINATE WITH VAMC AN

PROPOSED WORK.

ELEC (R) TO REMAIN

REMOVE EX CURB

SAWCUT AND BLEND

PR PAVEMENT GRADES

TO MATCH EX

PAVEMENT TO REMAIN

PAVEMENT TO BE REMOVED

PAVEMENT TO REMAIN PAVEMENT TO BE REMOVED

REMOVE PORTION

OF EX WALK

EX PIV

TO BE REPLACED

CURB TO BE

REMOVED

SAWCUT EX CONCRETE,

BLEND TO MATCH EX

RESTORATION OF EX (DEMO'D)

ELECTRIC SERVICES WITHIN MRI FOOTPRINT

COORDINATE WITH M.E.P & ARCHITECT

RESTORATION OF EXISTING (DEMOLISHED)

ELECTRIC SERVICES WITHIN MRI FOOTPRINT

COORDINATE WITH M.E.P & ARCHITECT

END WATER LINE

DEMO HERE

NO DEMOLITION WITHIN 5' OF EX STRUCTURE ( TYP.)

REMOVE EX CURB

DEMOLISH EX WATERLINE. COORDINATE WORK WITH

CAMPUS WIDE WATERLINE REPLACEMENT PROJECT

REMOVE EX CURB

MAINTAIN A PROTECTED WALKWAY FROM EXIT DOORS IN

ACCORDANCE WITH ARCHITECTURAL CONSTRUCTION ACCESS

PLAN DURING CONSTRUCTION

DEMOLISH EX SIDEWALK. MAINTAIN A PROTECTED WALKWAY FROM

EXIT DOORS IN ACCORDANCE WITH ARCHITECTURAL

CONSTRUCTION ACCESS PLAN DURING CONSTRUCTION

DEMOLISH POTENTIALLY ABANDONED

ELECTRICAL CONDUIT. RELOCATE AS NEEDED

IF LIVE, COORDINATE WITH MEP DRAWINGS.

ELECTRICAL DUCT BANK TO REMAIN. CONTRACTOR TO VERIFY

LOCATION AND TOP ELEVATION. COORDINATE STRUCTURAL AND

UTILITIES WITH MEP AND ARCHITECTURAL DRAWINGS. EX HVAC UNITS

AND PORTION OF

FENCE TO REMAIN

REMOVE, RELOCATE AND REPLACE EX DUCT BANK,

COORDINATE TEMPORARY AND PERMANENT SERVICE

CONNECTIONS WITH MEP AND ARCHITECTURAL

DRAWINGS. COORDINATE CUSTOMER REQUIREMENTS

WITH MEP.

REMOVED

EX CURB

DEMOLISH EX SANITARY LINES 5' FROM BUILDING AND

PREPARE FOR TEMPORARY CONNECTIONS UNTIL FINAL

UTILITY CONSTRUCTION CAN TAKE PLACE. FLOWS MUST

CONTINUE WITHOUT INTERRUPTION.

DEMOLISH FENCE AND ELECTRICAL UNIT. COORDINATE

ALL WORK IN THIS AREA WITH MEP DRAWINGS.

DEMOLISH EX SANITARY LINES FROM BUILDING AND

PREPARE FOR TEMPORARY CONNECTIONS UNTIL FINAL

UTILITY CONSTRUCTION CAN TAKE PLACE. FLOWS MUST

CONTINUE WITHOUT INTERRUPTION.

DEMOLISH COVERED WALKWAY BUILDING COMPONENTS

AND ANYTHING ASSOCIATED, INCLUDING FOUNDATION.

PREPARE EX ROOF LEADERS FOR TEMPORARY

CONNECTIONS UNTIL FINAL UTILITY CONSTRUCTION CAN

TAKE PLACE. FLOWS MUST CONTINUE WITHOUT

INTERRUPTION.

REMOVE EX CURB

CURB TO REMAIN

REMOVE RETAINING WALL & FOOTING

REMOVE EX CURB

REMOVE EX

ROOF DRAIN & FES

AND RIP-RAP

SAWCUT AND BLEND

PR PAVEMENT GRADES

TO MATCH EX

REMOVE EX

STRUCTURES AND PIPING

SAN MH 4A - RIM EL. 79.43

D MH-9 - RIM EL. 77.40

E MH - RIM EL. 79.50

E MH - RIM EL. 76.63

EMPTY SITE LIGHTING

E MH - RIM EL. 77.26

ABANDONED 4KA POWER

CB-24 - RIM 77.48 (DAMAGED)

CB-25 - RIM EL. 76.71

INACCESSIBLE

CALC. INVERT

EL : 72.54

(B)

(A)

(I) (B)

(A)

(B)

(A)

(G)

(F)

(E)

CONCRETE ENCASED DUCT BANK,

WITH 30" MINIMUM COVER REPORTED.

(MEDICAL GAS)

REMOVE

PORTION OF FENCE

REMOVE

BOLLARDS(2)

CONCRETE ENCASED

ELECTRICAL DUCK BANK,

TYPICAL.

ELECTRIC ASSUMED ABANDONED.

CONTRACTOR TO VERIFY IN FIELD

SED

X X

REMOVE MH)

DEMOLISH EX LANDING . MAINTAIN A PROTECTED WALKWAY FROM

EXIT DOORS IN ACCORDANCE WITH ARCHITECTURAL

CONSTRUCTION ACCESS PLAN DURING CONSTRUCTION

SIGN 4

SIGN:HOSPITAL STAFF ONLY

BEYOND THIS POINT

B09-2

B09-1

B09-3

PBA-2

SAN MH #3 - RIM EL: 72.58

SAN MH-30 - RIM EL. 77.09

CB - RIM EL. 78.2*

E MH - RIM EL. 78.1*

MH - RIM EL. 79.0*

DMH - RIM EL. 82.4*

DMH - RIM EL. 78.9*

CB - RIM EL. 8.7*

SAN MH 4 - RIM EL. 74.02

07-23-2021 EC TJI/LD

CD-1.0

RGB Project Number: 6515

109876541 2 3

109876541 2

FULLY SPRINKLERED

VA FORM 08 - 6231

Providence, Rhode Island

Date:Revisions:

Project Director

CONSULTANTS STAMPARCHITECT Phase

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

Kalin Associates, Inc.

1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com

Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com

Cavanaugh Tocci Associates, Inc.

327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com

50 Holden Street Providence, RI 02908

Architecture · Project Management · Interior Design

T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net

Building 1-B Gardner & Gerrish Landscape Architects, LLC.

151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com

Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com

Paul B. Aldinger & Associates, Inc.

860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com

Fitzemeyer & Tocci Associates, Inc.

300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com

C.A. Pretzer Associates, Inc.

50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com

Narragansett Engineering, Inc.

3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com

VAMC Providence Expand and Renovate Space for New MRI

650-345

The Robinson Green Beretta Corporation

ISSUED

FOR CONSTRUCTION

DEMOLITION PLAN

SOUTH

EXISTING UTILITIES

TO BE DEMOLISHED

CD-1.0 Scale:

DEMOLITION PLAN - SOUTH

GENERAL PLAN NOTES:

1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO THIS

SHEET.

2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH WORK.

3. EXISTING UTILITIES TO BE RELOCATED, TEMPORARY UTILITY CONNECTIONS AND

SERVICES TO BE SUPPLIED TO ENSURE UNINTERRUPTED SERVICES.

4. COORDINATE ALL UTILITY CUTOVERS FROM EXISTING TO TEMPORARY TO FINAL

CONNECTIONS WITH VAMC REPRESENTATIVE. ENSURE UNINTERRUPTED

SUPPLY OF UTILITIES.

5. CONTINUAL USAGE OF TEMPORARY CONNECTIONS, AND FINAL REPLACEMENT

LOCATION OF ALL WATER, SANITARY, STORMWATER, FIRE ALARM, ELECTRICAL,

COMMUNICATIONS AND ALL OTHER DEMOLISHED UTILITIES TO BE RESTORED IN

COORDINATION WITH MEP AND ARCHITECTURAL DRAWINGS.

DEMOLITION PLAN NOTES:

D1. CONTRACTOR TO PLACE CONSTRUCTION FENCE AROUND ISLAND DURING

INFILTRATION SYSTEM CONSTRUCTION. GATE(S) AS NECESSARY. PROVIDE

ANTI-TRACKING PAD DURING EQUIPMENT OPERATION PER DEM REQUIREMENTS AND

DETAILS.

D2. DEMOLISH ABANDONED 4KVA POWER MANHOLE AND DUCT BANK.

D3. DEMOLISH EMPTY SITE LIGHTING MANHOLE.

D4. PROTECT EXISTING GREASE TRAP WITH LOCATION AGREED UPON WITH VA

REPRESENTATIVE.

D5. WATER UTILITY TO BE RELOCATED. CONTRACTOR TO ENSURE CONTINUITY OF

POTABLE WATER AND FIRE SUPPLIES DURING THE WORK. CONTRACTOR TO FOLLOW

CLEANING AND TESTING REQUIREMENTS TO ENSURE A CONTINUOUS SUPPLY OF

POTABLE WATER.

D6. APPROXIMATE AREAS OF PAVEMENT MARKED FOR REMOVAL FOR TRENCH /

UTILITY WORK. CONTRACTOR TO DETERMINE ACTUAL LIMITS BASED ON REQUIRED

UTILITY TRENCH WIDTH, TRENCH BOX ETCETERA, SAWCUT PAVEMENT EDGES PRIOR

TO EXCAVATION. PAVEMENT EDGES TO BE RESAWCUT TO CLEAN / NON-CRACKED

PAVEMENT PRIOR TO TEMPORARY AND FINAL PAVEMENT PATCHWORK.

D7. CONTRACTOR TO DETERMINE APPROPRIATE SAFE EXCAVATION LIMITS FOR

STORMWATER INFILTRATION SYSTEM AND ASSOCIATED PIPING CONNECTIONS.

D8. CONTRACTOR TO REMOVE BIORETENTION SOILS AND DISPOSE OFFSITE.

EXCAVATE TO NATURAL SOIL LEVEL.

D9. CONTRACTOR TO USE TEMPORARY PLATES OR TEMPORARY PAVEMENT PATCHING

WHILE PERFORMING WORK IN ROADWAYS TO MAINTAIN PUBLIC ACCESS AT ALL

TIMES. WHEN ROADWAY IS RESTRICTED, CONTRACTOR TO USE LIVE TRAFFIC

CONTROL PERSONNEL.

D10. CONTRACTOR TO PHASE WATER LINE RELOCATION BY CONSTRUCTING NEW

RELATED LINE FIRST, DISINFECT, THEN CUT OVER TO NEW LINE WITH VA APPROVAL.

THEN CONTRACTOR TO DEMOLISH OLD WATER UTILITY LINE.

EXISTING CONCRETE,

CURB OR PAVEMENT

TO BE DEMOLISHED

HATCH LEGEND

S E

E M

N E

S H

E E

T C

D -1

PROJECT

NORTH

5030150 2010

B-WING

S-WING

A-WING

E-WING

BUILDING #1

not to scale

BUILDING #1 KEY PLAN PROJECT

NORTH

X X X X

X X

X XX

LOD / SED

/ S E

LOD / SED

/ S E

LOD / SED

SD (S

SD (R

GAS (S)

GAS (S)ELEC (R)

ELEC (R)

ELEC

(R)

ELEC (R)

) ELEC

ELEC

CONCRETE WALKE MH - RIM EL. 65.0

DEMO HEADWALL

DEMO DRAINAGE LINE

CURB TO REMAIN

MAY HAVE BEEN REROUTED TO THIS E MH

ASSUMED REMOVED OR ABANDONED

X X X

HEADWALL WITH

6" CONC PIPE OUTLET

INV = 55.28 (R)

EXISTING ABANDONED

ELECTRICAL DUCT BANK

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

XXXXXXXXXXXXXX X X X X X X X X X X X

X X

XXXXX

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 X X

XXXXX

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 X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXX

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 XXXXXXX

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

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X

X X

X X X

X X

LOD / SED

/ SED

LOD / SED

LOD / S

/ S E

D / S

E D

/ S

/ SED

D / SED

LOD / SED

/ SED

LOD / SED

LOD / SEDLOD / SED

LOD / SED

SED

W (R

W (R)

W V

W (R

W (R)

W (R) W (R)

W (R

EX PARKING GARAGE

SD (S

SD (R)

SD (R

SAN (S)

SAN (R)

SAN (R

N (R

SAN (R

(H)(A) & (B)

SD (R

SD (R)

GW (R)

G W

GAS (S)

COMM (R)

HVAC UNIT

HVAC U

NIT

HVAC U

NIT

C (R

ELEC (R)

ELEC

(R)

ELEC

(R)

C (R

ELEC

(R)

ELEC

(R)

ELEC (R)

ELEC

ELE

C (R

CONCRETE WALK

C O

N C

ETE W

ALK

C O

N C

E W

EX FENCE

ENCLOSURE

CONCRETE

BOLLARDS

X X

E MH - RIM EL. 78.34

(RAISED)

E MH - RIM EL. 65.0

E MH - RIM EL. 81.8*

(RAISED)

E MH - RIM EL. 80.19

EXISTING CONCRETE ENCASED

ELECTRICAL DUCT BANK

REMOVE EX

FLAGPOLE AND FOUNDATION

REMOVE WALL

REMOVE EX WALKWAY

ELEC. WIRES TO BE MAINTAINED BY CONTRACTOR

(POSSIBLE SITE LIGHTING)

ELEC. AND CONTROL WIRES TO REMAIN

PAVE

MENT T

O B E R

EMOVE

PAVEMENT TO REMAIN

PAVEMENT TO BE REMOVED

REMOVE PORTION

OF EX WALK

CURB TO REMAIN

END WATER LINE DEMO HERE

REMOVE EX CURB

EX HVAC UNITS

AND PORTION OF

FENCE TO REMAIN

REMOVE, RELOCATE AND REPLACE EX DUCT BANK,

COORDINATE TEMPORARY AND PERMANENT SERVICE

CONNECTIONS WITH MEP AND ARCHITECTURAL

DRAWINGS. COORDINATE CUSTOMER REQUIREMENTS

DEMOLISH EX SANITARY LINES 5' FROM BUILDING AND

PREPARE FOR TEMPORARY CONNECTIONS UNTIL FINAL

UTILITY CONSTRUCTION CAN TAKE PLACE. FLOWS MUST

CONTINUE WITHOUT INTERRUPTION.

REMOVE EX CURB

SAWCUT AND BLEND

PR PAVEMENT GRADES

TO MATCH EX

SAWCUT AND BLEND

PR PAVEMENT GRADES

TO MATCH EX

E MH - RIM EL. 76.63

EMPTY SITE LIGHTING

(E)

(I)

(A)

(B)

(B)(A) (D)

(C)

(G)

(F)

(E)

DIRECT BURIAL SITE LIGHTING

TO SIGN UNKNOWN LOCATION

DIRECT BURIAL SITE LIGHTING

2' DEEP

REMOVE EX SIGNS (2)

STREET SIGN TO PROTECT AND REMAIN

VA SIGN TO BE RELOCATED. LOCATION SHOWN ON SHEET- CS 2.1

SED

X X

REPLACE CB-23A

PBA-1

B-1

TP-1

CB 13B - RIM EL. 69.68

SAN MH 5

RIM EL. 74.76

CB-23A - RIM EL. 71.21

SAN MH 4 - RIM EL. 74.02

SAN MH 6 - RIM EL. 76.36

CB-13 - RIM EL.63.74

CB - RIM EL.62.58*

D MH - RIM EL.63.94*

CB - RIM EL.63.97*

DEMOLITION PLAN

NORTH

CD-1.1 Scale:

DEMOLITION PLAN - NORTH

GENERAL PLAN NOTES:

1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO THIS

SHEET.

2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH WORK.

3. EXISTING UTILITIES TO BE RELOCATED, TEMPORARY UTILITY CONNECTIONS AND

SERVICES TO BE SUPPLIED TO ENSURE UNINTERRUPTED SERVICES.

4. COORDINATE ALL UTILITY CUTOVERS FROM EXISTING TO TEMPORARY TO FINAL

CONNECTIONS WITH VAMC REPRESENTATIVE. ENSURE UNINTERRUPTED

SUPPLY OF UTILITIES.

5. CONTINUAL USAGE OF TEMPORARY CONNECTIONS, AND FINAL REPLACEMENT

LOCATION OF ALL WATER, SANITARY, STORMWATER, FIRE ALARM, ELECTRICAL,

COMMUNICATIONS AND ALL OTHER DEMOLISHED UTILITIES TO BE RESTORED IN

COORDINATION WITH MEP AND ARCHITECTURAL DRAWINGS.

DEMOLITION PLAN NOTES:

D1. CONTRACTOR TO PLACE CONSTRUCTION FENCE AROUND ISLAND DURING

INFILTRATION SYSTEM CONSTRUCTION. GATE(S) AS NECESSARY. PROVIDE

ANTI-TRACKING PAD DURING EQUIPMENT OPERATION PER DEM REQUIREMENTS AND

DETAILS.

D2. DEMOLISH ABANDONED 4KVA POWER MANHOLE AND DUCT BANK.

D3. DEMOLISH EMPTY SITE LIGHTING MANHOLE.

D4. PROTECT EXISTING GREASE TRAP WITH LOCATION AGREED UPON WITH VA

REPRESENTATIVE.

D5. WATER UTILITY TO BE RELOCATED. CONTRACTOR TO ENSURE CONTINUITY OF

POTABLE WATER AND FIRE SUPPLIES DURING THE WORK. CONTRACTOR TO FOLLOW

CLEANING AND TESTING REQUIREMENTS TO ENSURE A CONTINUOUS SUPPLY OF

POTABLE WATER.

D6. APPROXIMATE AREAS OF PAVEMENT MARKED FOR REMOVAL FOR TRENCH /

UTILITY WORK. CONTRACTOR TO DETERMINE ACTUAL LIMITS BASED ON REQUIRED

UTILITY TRENCH WIDTH, TRENCH BOX ETCETERA, SAWCUT PAVEMENT EDGES PRIOR

TO EXCAVATION. PAVEMENT EDGES TO BE RESAWCUT TO CLEAN / NON-CRACKED

PAVEMENT PRIOR TO TEMPORARY AND FINAL PAVEMENT PATCHWORK.

D7. CONTRACTOR TO DETERMINE APPROPRIATE SAFE EXCAVATION LIMITS FOR

STORMWATER INFILTRATION SYSTEM AND ASSOCIATED PIPING CONNECTIONS.

D8. CONTRACTOR TO REMOVE BIORETENTION SOILS AND DISPOSE OFFSITE.

EXCAVATE TO NATURAL SOIL LEVEL.

D9. CONTRACTOR TO USE TEMPORARY PLATES OR TEMPORARY PAVEMENT PATCHING

WHILE PERFORMING WORK IN ROADWAYS TO MAINTAIN PUBLIC ACCESS AT ALL

TIMES. WHEN ROADWAY IS RESTRICTED, CONTRACTOR TO USE LIVE TRAFFIC

CONTROL PERSONNEL.

D10. CONTRACTOR TO PHASE WATER LINE RELOCATION BY CONSTRUCTING NEW

RELATED LINE FIRST, DISINFECT, THEN CUT OVER TO NEW LINE WITH VA APPROVAL.

THEN CONTRACTOR TO DEMOLISH OLD WATER UTILITY LINE.

S E

E M

N E

S H

E E

T C

D -1

SEE MATCHLINE THIS SHEET, 1/CD-1.1

PROJECT

NORTH

5030150 2010

B-WING

S-WING

A-WING

E-WING

BUILDING #1

not to scale

BUILDING #1 KEY PLAN PROJECT

NORTH

07-23-2021 EC TJI/LD

CD-1.1

RGB Project Number: 6515

109876541 2 3

109876541 2

FULLY SPRINKLERED

VA FORM 08 - 6231

Providence, Rhode Island

Date:Revisions:

Project Director

CONSULTANTS STAMPARCHITECT Phase

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

Kalin Associates, Inc.

1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com

Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com

Cavanaugh Tocci Associates, Inc.

327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com

50 Holden Street Providence, RI 02908

Architecture · Project Management · Interior Design

T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net

Building 1-B Gardner & Gerrish Landscape Architects, LLC.

151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com

Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com

Paul B. Aldinger & Associates, Inc.

860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com

Fitzemeyer & Tocci Associates, Inc.

300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com

C.A. Pretzer Associates, Inc.

50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com

Narragansett Engineering, Inc.

3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com

VAMC Providence Expand and Renovate Space for New MRI

650-345

The Robinson Green Beretta Corporation

ISSUED

FOR CONSTRUCTION

CD-1.1 Scale:

DEMOLITION PLAN - NORTHEAST

PROJECT

NORTH

5030150 2010

EXISTING UTILITIES

TO BE DEMOLISHED

EXISTING CONCRETE,

CURB OR PAVEMENT

TO BE DEMOLISHED

HATCH LEGEND

X X X X

LOD / SED

LOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SED

LOD / SED

LOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SEDLOD / SED

LOD / SED

/ S E

D / S

E D

/ S E

D / S

E D

LOD / SED

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

D / S

E D

/ S E

LOD / SED

LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED LOD / SED

LOD / SED

SED

SED SED SED SED SED SED SED

SED SED SED SED SED SED SED SED

EC7

EC6

EC4

EC1

EC2

EC3

EX GRANITE CURB

TEMPORARY WALKWAY

PORTABLE / TEMPORARY TRAFFIC BARRIER

COVE

RED

ALK

/ E

NTR

ANCE

EX. FIRE DEPT. SPRINKLER CONNECTION

W/ SPLASH BLOCK BELOW

EXTERNAL HOSE BIB FOR

CONTRACTOR WATER SUPPLY

EX BUILDING 1

E WING

EX BUILDING 1

B WING

LINE OF BRICK ABOVE

LINE OF BUILDING AT GRADE

PROTECT CATCH BASIN WITH

INTERNAL INLET FILTER AND FILTER SOCK

GW (R)

G W

GW (R)

G W

HVAC UNIT

HVAC U

NIT

PIV

D E

1' CONCRETE RETAINING WALL

EX RETAINING WALL

CONCRETE WALK

C O

N C

R E

CONCRETE WALK

ARMED FORCES BLVD

BENCHMARK #2

NEI DISK - EL. 79.77

BENCHMARK #1

NEI DISK - EL. 80.20

LOD

EX FENCE

ENCLOSURE

MEDICAL GAS AREA

CONSTRUCTION FENCING

CONSTRUCTION GATES

AS REQUIRED

1'-6"MIN.

ANTI-TRAFFICKING PAD

AT ALL VEHICLE

ACCESS GATES

CONSTRUCTION ENTRANCE PER

RIDOT STD. 9.9.0

CONCRETE

11.1'

FLARED END

SECTION & RIP-RAP

INV = 76.68

PROTECT CATCH BASIN WITH

FILTER SOCK UNTIL REMOVED

EU1

DOW

LIMIT OF DISTURBANCE

IF WATERLINE REPLACEMENT

IS INCLUDED IN THIS PROJECT

SED

TEMP GRAVEL PAD FOR EXISTING GREASE TRAP

PORTABLE / TEMPORARY TRAFFIC BARRIER

MAINTAIN ONE WAY,SINGLE LANE OF TRAFFIC AT ALL TIMES

(14' WIDE MINIMUM)

SIGN 4

SIGN:HOSPITAL STAFF ONLY

BEYOND THIS POINT

B09-2

B09-1

B09-3

PBA-2

07-23-2021 EC TJI/LD

CS-1.0

RGB Project Number: 6515

109876541 2 3

109876541 2

FULLY SPRINKLERED

VA FORM 08 - 6231

Providence, Rhode Island

Date:Revisions:

Project Director

CONSULTANTS STAMPARCHITECT Phase

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

Kalin Associates, Inc.

1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com

Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com

Cavanaugh Tocci Associates, Inc.

327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com

50 Holden Street Providence, RI 02908

Architecture · Project Management · Interior Design

T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net

Building 1-B Gardner & Gerrish Landscape Architects, LLC.

151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com

Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com

Paul B. Aldinger & Associates, Inc.

860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com

Fitzemeyer & Tocci Associates, Inc.

300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com

C.A. Pretzer Associates, Inc.

50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com

Narragansett Engineering, Inc.

3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com

VAMC Providence Expand and Renovate Space for New MRI

650-345

The Robinson Green Beretta Corporation

ISSUED

FOR CONSTRUCTION

EROSION CONTROL & PUBLIC

ACCESS CONTROL PLAN - SOUTH

CS-1.0 Scale:

EROSION CONTROL & PUBLIC ACCESS CONTROL PLAN - SOUTH

GENERAL PLAN NOTES:

1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO THIS SHEET.

2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND / OR OTHER

DRAWINGS. NOTIFY NEI OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.

EROSION CONTROL PLAN NOTES:

EC1. PROVIDE SCAFFOLDING FOR OVERHEAD PROTECTION AND HORIZONTAL

PERSONNEL CONTROL TO (3) THREE ENTRANCES FOR VA STAFF, PROVIDE

TEMPORARY PAVED ACCESS (NON-ADA).

EC2. PROVIDE SCAFFOLDING FOR OVERHEAD PROTECTION AND HORIZONTAL

PERSONAL CONTROL PATH FOR VA MAINTENANCE PERSONNEL ACCESS TO E-WING (NON-ADA).

EC3. CONTRACTOR TO BARRICADE DOOR, COVER EXIT SIGN, AND PROVIDE SIGNAGE TO

CLOSEST EXIT.

EC4. SWAP PUBLIC WALKWAY FROM EITHER SIDE OF ROADWAY AS NEEDED. PROVIDE PAVED

WALKWAY SURFACE (NON-ADA), AND TRAFFIC BARRIERS TO CONTROL TRAFFIC AND

PEDESTRIANS.

EC5. COORDINATE TEMPORARY SED CONTROLS AND FENCE / TRAFFIC BARRIER. LOCATIONS TO

CHANGE AS PROJECT PROGRESSES. COORDINATE FENCE LOCATIONS, TEMPORARY WALKWAYS,

ACCESS GATES WITH VAMC PROJECT MANAGER. TEMPORALLY FENCE TRAFFIC ISLAND WHILE

STORMWATER INFILTRATION WORK IS IN PROGRESS. PROTECT PUBLIC WALKWAY AS REQUIRED.

PROVIDE ANTI-TRACKING PAD DURING ISLAND CONSTRUCTION.

EC6. INSTALL TEMPORARY SED AROUND ALL UTILITY WORK AS NEEDED IN STREETS, REMOVE

FROM ROADWAY WHEN EXISTING SURFACE IS STABILIZED WITH CRUSHED STONE OR

TEMPORARY PAVEMENT.

EC7. FOR TEMPORARY WALKWAYS AT TURFED AREAS, A TEMPORARY ASPHALT WALK SHALL BE PROVIDED.

TEMPORARY WALKWAY NEEDS TO BE REMOVED AND TURF RE-ESTABLISHED AFTER THE WALKWAY IS NO LONGER

NEEDED.

EC8. SEE CS-1.2 FOR SOIL STOCKPILE, EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

EC9. PROTECT ALL CATCH BASINS WITHIN THE LIMIT OF DISTURBANCE WITH INTERNAL INLET

FILTER AND FILTER SOCK.

EC10. PROTECTION DEVICES SHALL REMAIN UNTIL CATCH BASIN IS REMOVED (IF APPLICABLE) OR

FOR THE DURATION OF THE CONSTRUCTION PROJECT.

EC11. COORDINATE PUBLIC ACCESS ALONG COAST GUARD LANE AT ALL TIMES WITH VA PROJECT REPRESENTATIVE. MAINTAIN A MINIMUM OF ONE WAY TRAFFIC DURING THE WORK, INSTALL PLATES FOR ACCESS

AFTER HOURS.

EC12. PROTECT ALL CATCH BASINS WITHIN THE LIMIT OF DISTURBANCE WITH INTERNAL INLET FILTER AND

COMPOST FILTER SOCK.

EC13. PROTECTION DEVICES SHALL REMAIN UNTIL FINAL SITE STABILIZATION OCCURS OR FOR THE DURATION OF

THE CONSTRUCTION PROJECT.

EC14. PROVIDE FOR PERSONNEL PASSAGE THROUGH WORK AREA AT ALL TIMES BY STAGING WORK, FENCING

AND PAVED OR TEMPORARY PAVED PATHWAY FOR PUBLIC ACCESS.

EC15. CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE AT ALL POINTS OF EGRESS FROM THE SITE THROUGHOUT CONSTRUCTION. ALL ENTRANCES TO HAVE LOCKABLE GATES AND STABILIZED STONE

PAD PER RIDOT STD. 9.9.0.

EC16. SNOW DISPOSAL TO UTILIZE OFF-SITE STOCKPILES

EXISTING UTILITIES PLAN NOTES:

EU1. EXISTING MEDICAL GAS TANK AREA WILL BE SUBJECT TO PERIODIC DELIVERIES FROM SUPPLIERS.

CONTRACTOR TO PROVIDE ACCESS AT ALL TIMES UNLESS ACCESS OUTAGES ARE COORDINATED WITH VAMC

PROJECT MANAGER

HATCH LEGEND

CONSTRUCTION ENTRANCE

(RIDOT STD. 9.9.0)

PROTECTED TEMPORARY

WALKWAY (SEE NOTES)

S E

E M

N E

S H

E E

T C

S -1

TEMPORARY

WALKWAY

PORTABLE / TEMPORARY

TRAFFIC BARRIER

PROJECT

NORTH

5030150 2010

B-WING

S-WING

A-WING

E-WING

BUILDING #1

not to scale

BUILDING #1 KEY PLAN PROJECT

NORTH

TEMP.TRAFFIC BARRIER

LOD / SED

/ S E

LOD / SED

/ S E

LOD / SED

SD (S

CONCRETE WALKE MH - RIM EL. 65.0

HEADWALL WITH

6" CONC PIPE OUTLET

INV = 55.28 (R)

LOD / SED

/ SED

LOD / SED

LOD / S

/ S E

D / S

E D

/ S

/ SED

D / SED

LOD / SED

/ SED

LOD / SED

LOD / SEDLOD / SED

LOD / SED

SED

EC7

EC6

EC5

EC1

AIN

AY,

NGLE

AFF

A T

ALL

(1 4'

E M

EX PARKING GARAGE

SD (S

SAN (S)

PROTECT CATCH BASIN WITH

INTERNAL INLET FILTER AND FILTER SOCK

GW (R)

G W

HVAC UNIT

HVAC U

NIT

HVAC U

NIT SI

G N

CONCRETE WALK

C O

N C

ETE W

ALK

C O

N C

E W

LIMIT OF DISTURBANCE

IF WATERLINE REPLACEMENT

IS INCLUDED IN THIS PROJECT

LOD

EX FENCE

ENCLOSURE

TEMPORARY CONSTRUCTION FENCE

CONCRETE

BOLLARDS

E MH - RIM EL. 76.63

EMPTY SITE LIGHTING

PROTECT CATCH BASIN WITH

INTERNAL INLET FILTER AND FILTER SOCK

TEMPORARY WALKWAY

PORTABLE / TEMPORARY TRAFFIC BARRIER

TEMPORARY WALKWAY

SED

TEMP GRAVEL PAD FOR EXISTING GREASE TRAP

PORTABLE / TEMPORARY TRAFFIC BARRIER

RTA

BLE

RAR

C B

RIE

RTA

BLE

RAR

C B

RIE

PROTECT CATCH BASIN WITH

INTERNAL INLET FILTER AND FILTER SOCK

PAINT TEMP CROSSWALK

PBA-1

B-1

TP-1

07-23-2021 EC TJI/LD

CS-1.1

RGB Project Number: 6515

109876541 2 3

109876541 2

FULLY SPRINKLERED

VA FORM 08 - 6231

Providence, Rhode Island

Date:Revisions:

Project Director

CONSULTANTS STAMPARCHITECT Phase

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

Kalin Associates, Inc.

1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com

Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com

Cavanaugh Tocci Associates, Inc.

327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com

50 Holden Street Providence, RI 02908

Architecture · Project Management · Interior Design

T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net

Building 1-B Gardner & Gerrish Landscape Architects, LLC.

151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com

Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com

Paul B. Aldinger & Associates, Inc.

860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com

Fitzemeyer & Tocci Associates, Inc.

300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com

C.A. Pretzer Associates, Inc.

50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com

Narragansett Engineering, Inc.

3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com

VAMC Providence Expand and Renovate Space for New MRI

650-345

The Robinson Green Beretta Corporation

ISSUED

FOR CONSTRUCTION

CS-1.1 Scale:

EROSION CONTROL & PUBLIC ACCESS CONTROL PLAN - NORTH

GENERAL PLAN NOTES:

1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO THIS SHEET.

2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND / OR OTHER

DRAWINGS. NOTIFY NEI OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.

EROSION CONTROL PLAN NOTES:

EC1. PROVIDE SCAFFOLDING FOR OVERHEAD PROTECTION AND HORIZONTAL

PERSONNEL CONTROL TO (3) THREE ENTRANCES FOR VA STAFF, PROVIDE

TEMPORARY PAVED ACCESS (NON-ADA).

EC2. PROVIDE SCAFFOLDING FOR OVERHEAD PROTECTION AND HORIZONTAL

PERSONAL CONTROL PATH FOR VA MAINTENANCE PERSONNEL ACCESS TO E-WING (NON-ADA).

EC3. CONTRACTOR TO BARRICADE DOOR, COVER EXIT SIGN, AND PROVIDE SIGNAGE TO

CLOSEST EXIT.

EC4. SWAP PUBLIC WALKWAY FROM EITHER SIDE OF ROADWAY AS NEEDED. PROVIDE PAVED

WALKWAY SURFACE (NON-ADA), AND TRAFFIC BARRIERS TO CONTROL TRAFFIC AND

PEDESTRIANS.

EC5. COORDINATE TEMPORARY SED CONTROLS AND FENCE / TRAFFIC BARRIER. LOCATIONS TO

CHANGE AS PROJECT PROGRESSES. COORDINATE FENCE LOCATIONS, TEMPORARY WALKWAYS,

ACCESS GATES WITH VAMC PROJECT MANAGER. TEMPORALLY FENCE TRAFFIC ISLAND WHILE

STORMWATER INFILTRATION WORK IS IN PROGRESS. PROTECT PUBLIC WALKWAY AS REQUIRED.

PROVIDE ANTI-TRACKING PAD DURING ISLAND CONSTRUCTION.

EC6. INSTALL TEMPORARY SED AROUND ALL UTILITY WORK AS NEEDED IN STREETS, REMOVE

FROM ROADWAY WHEN EXISTING SURFACE IS STABILIZED WITH CRUSHED STONE OR

TEMPORARY PAVEMENT.

EC7. FOR TEMPORARY WALKWAYS AT TURFED AREAS, A TEMPORARY ASPHALT WALK SHALL BE PROVIDED.

TEMPORARY WALKWAY NEEDS TO BE REMOVED AND TURF RE-ESTABLISHED AFTER THE WALKWAY IS NO LONGER

NEEDED.

EC8. SEE CS-1.2 FOR SOIL STOCKPILE, EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

EC9. PROTECT ALL CATCH BASINS WITHIN THE LIMIT OF DISTURBANCE WITH INTERNAL INLET

FILTER AND FILTER SOCK.

EC10. PROTECTION DEVICES SHALL REMAIN UNTIL CATCH BASIN IS REMOVED (IF APPLICABLE) OR

FOR THE DURATION OF THE CONSTRUCTION PROJECT.

EC11. COORDINATE PUBLIC ACCESS ALONG COAST GUARD LANE AT ALL TIMES WITH VA PROJECT REPRESENTATIVE. MAINTAIN A MINIMUM OF ONE WAY TRAFFIC DURING THE WORK, INSTALL PLATES FOR ACCESS

AFTER HOURS.

EC12. PROTECT ALL CATCH BASINS WITHIN THE LIMIT OF DISTURBANCE WITH INTERNAL INLET FILTER AND

COMPOST FILTER SOCK.

EC13. PROTECTION DEVICES SHALL REMAIN UNTIL FINAL SITE STABILIZATION OCCURS OR FOR THE DURATION OF

THE CONSTRUCTION PROJECT.

EC14. PROVIDE FOR PERSONNEL PASSAGE THROUGH WORK AREA AT ALL TIMES BY STAGING WORK, FENCING

AND PAVED OR TEMPORARY PAVED PATHWAY FOR PUBLIC ACCESS.

EC15. CONTRACTOR SHALL INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE AT ALL POINTS OF EGRESS FROM THE SITE THROUGHOUT CONSTRUCTION. ALL ENTRANCES TO HAVE LOCKABLE GATES AND STABILIZED STONE

PAD PER RIDOT STD. 9.9.0.

EC16. SNOW DISPOSAL TO UTILIZE OFF-SITE STOCKPILES

EXISTING UTILITIES PLAN NOTES:

EU1. EXISTING MEDICAL GAS TANK AREA WILL BE SUBJECT TO PERIODIC DELIVERIES FROM SUPPLIERS.

CONTRACTOR TO PROVIDE ACCESS AT ALL TIMES UNLESS ACCESS OUTAGES ARE COORDINATED WITH VAMC

PROJECT MANAGER

S E

E M

N E

S H

E E

T C

S -1

SEE MATCHLINE THIS SHEET, 2/CS-1.1

SEE MATCHLINE THIS SHEET, 1/CS-1.1

EROSION CONTROL & PUBLIC

ACCESS CONTROL PLAN - NORTH

HATCH LEGEND

CONSTRUCTION ENTRANCE

(RIDOT STD. 9.9.0)

PROTECTED TEMPORARY

WALKWAY (SEE NOTES)

TEMPORARY

WALKWAY

PORTABLE / TEMPORARY

TRAFFIC BARRIER

PROJECT

NORTH

5030150 2010

B-WING

S-WING

A-WING

E-WING

BUILDING #1

not to scale

BUILDING #1 KEY PLAN PROJECT

NORTH

CS-1.1 Scale:

EROSION CONTROL PLAN - NORTHEAST

PROJECT

NORTH

5030150 2010

TEMP.TRAFFIC BARRIER

07-23-2021 EC TJI/LD

CS-1.2

RGB Project Number: 6515

109876541 2 3

109876541 2

FULLY SPRINKLERED

VA FORM 08 - 6231

Providence, Rhode Island

Date:Revisions:

Project Director

CONSULTANTS STAMPARCHITECT Phase

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

Kalin Associates, Inc.

1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com

Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com

Cavanaugh Tocci Associates, Inc.

327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com

50 Holden Street Providence, RI 02908

Architecture · Project Management · Interior Design

T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net

Building 1-B Gardner & Gerrish Landscape Architects, LLC.

151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com

Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com

Paul B. Aldinger & Associates, Inc.

860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com

Fitzemeyer & Tocci Associates, Inc.

300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com

C.A. Pretzer Associates, Inc.

50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com

Narragansett Engineering, Inc.

3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com

VAMC Providence Expand and Renovate Space for New MRI

650-345

The Robinson Green Beretta Corporation

ISSUED

FOR CONSTRUCTION

EROSION CONTROL DETAILS

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH RHODE ISLAND

SOIL EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST REVISION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND

MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROL MEASURES AS

NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND

MAINTAINED ON A WEEKLY BASIS OR AFTER EACH RAINFALL EVENT

GREATER THAN 0.25 INCHES OR GREATER DURING CONSTRUCTION TO

INSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRIS AND

THAT THE EROSION CONTROL BARRIERS ARE INTACT. IDENTIFIED

DEFICIENCIES AND SHALL BE CORRECTED IMMEDIATELY.

4. SEDIMENT BUILD UP GREATER THAN ONE-HALF THE BARRIER HEIGHT

SHALL BE REMOVED AND DISPOSED OF PROPERLY AS REQUIRED. ANY

SEDIMENT BUILD UP OUTSIDE OF THE SEDIMENT BARRIER SHALL BE

REMOVED IMMEDIATELY.

5. CONTRACTOR SHALL MAINTAIN A SUFFICIENT RESERVE OF VARIOUS

EROSION CONTROL MATERIALS ON SITE AT ALL TIMES FOR EMERGENCY

USE OR ROUTINE MAINTENANCE.

6. THE CONTROLS SHOWN ON THESE PLANS ARE INTENDED AS MINIMUM

MEASURES. ADDITIONAL MEASURES MAY BE REQUIRED AND SHALL BE

IMPLEMENTED BY THE CONTRACTOR IF WARRANTED OR REQUESTED BY

THE OWNER, OWNERS REPRESENTATIVE, ENGINEER, OR ANY APPLICABLE

REGULATING AGENCY.

7. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED

METHODS AS NECESSARY OR DIRECTED BY THE GOVERNMENT OR

GOVERNMENTS REPRESENTATIVE.

8. PRIOR TO THE START OF ANY LAND CLEARING / GRUBING OR OTHER

CONSTRUCTION ACTIVITY THE PERIMETER CONTROLS SHALL BE PLACED,

PROPERLY CONSTRUCTED AND CLEARLY VISIBLE. THESE CONTROLS

SHALL REPRESENT THE LIMITS OF WORK AND WORKERS SHALL BE

NOTIFIED THAT NO CONSTRUCTION ACTIVITY IS ALLOWED BEYOND THESE

CONTROLS.

9. IF OR AS POSSIBLE CONSTRUCTION SHALL BE PHASED TO LIMIT TO THE

MAXIMUM EXTENT PRACTICABLE THE AMOUNT OF EXPOSED SOILS. ALL

DISTURBED AREAS SHALL BE TEMPORARILY OR PERMANENTLY

STABILIZED WITHIN 14 DAYS OF COMPLETION OF GRADING ACTIVITIES.

10. THE CONTRACTOR SHALL SCHEDULE WORK IN A WAY TO ALLOW POSITIVE

DRAINAGE OF SUBGRADE THROUGHOUT CONSTRUCTION.

11. CONSTRUCTION ENTRANCES PER RIDOT STANDARD DETAIL 9.9.0 SHALL BE

EMPLOYED AT ALL POINTS OF INGRESS AND EGRESS FROM THE SITE.

12. TEMPORARY DIVERSIONS, SEDIMENT BASINS, AND TEMPORARY SWALES

MAY BE USED AND SHALL BE SIZED ACCORDING TO THE RHODE ISLAND

SOIL EROSION AND SEDIMENT CONTROL HANDBOOK.

13. CATCH BASINS AND STORM DRAINS SHALL BE PROTECTED PER RIDOT

STANDARD DETAIL 9.8.0 IN GRASSED AREAS OR SEDIMENT BAGS IN PAVED

AREAS.

14. DEWATERING FROM EXCAVATIONS WILL BE CONVEYED BY HOSE TO AN

UPLAND AREAS AND DISCHARGED INTO A DEWATERING BASIN PER RIDOT

STANDARD 9.7.0, HAYBALE CORRALS, OR SEDIMENTATION BAGS. THE

CONTRACTOR SHALL ENSURE THAT NO CONTAMINATE IS PRESENT IN

ANY WATERS PRIOR TO DISCHARGE FROM SITE AND IS RESPONSIBLE FOR

ALL ENGINEERING, EQUIPMENT, MATERIAL AND LABOR REQUIRED FOR

THE SITE WATER REMOVAL DURING CONSTRUCTION.

15. CONSTRUCTION WASTE MATERIALS SHALL BE KEPT ON-SITE AND

DISPOSED OF IN AN APPROVED AND APPROPRIATE MANNER IN

ACCORDANCE WITH ALL APPLICABLE REGULATORY AGENCIES.

16. RIPRAP SHALL BE USED WHERE NECESSARY TO CONTROL EXIT VELOCITIES.

17. NEWLY VEGETATED AREAS SHALL BE REGULARLY INSPECTED AND

MAINTAINED TO ENSURE ESTABLISHMENT OF APPROPRIATE VEGETATION.

18. THE CONTRACTOR SHALL NOT REMOVE ANY EROSION AND

SEDIMENTATION CONTROL MEASURES UNTIL FINAL ACCEPTANCE OF THE

SITE HAS OCCURRED.

19. ALL DRAINAGE STRUCTURES IMPACTED BY CONSTRUCTION SHALL BE

CLEARED OF ACCUMULATED SEDIMENT PRIOR TO THE FINAL SITE

ACCEPTANCE.

20. AFTER UTILITY WORK INVOLVING EXCAVATION IN THE ADJACENT DRIVE

AREAS (ARMY ROAD AND ARMED FORCES BLVD), CONTRACTOR TO PLACE

CRUSHED STONE GRAVEL BASE ON ANY DISTURBED SURFACE SO AS NOT

TO HAVE AN ERODABLE SURFACE EXPOSED AFTER BACKFILLING AND

PRIOR TO ALLOWING TRAFFIC TO RETURN TO THE ROADWAY.

A. INSTALLATION. COMPOST FILTER SOCKS SHALL BE CONSTRUCTED AT THE LOCATIONS, AND IN ACCORDANCE WITH THE DETAILS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. THE FOLLOWING STIPULATIONS ALSO APPLY:

1. COMPOST FILTER SOCKS MAY BE EITHER FABRICATED ON SITE OR DELIVERED TO THE SITE.

2. COMPOST MEDIA SHALL CONFORM TO AASHTO MP 9-06 AND RIDOT SECTION 206.

3. TRENCHING IS NOT REQUIRED. COMPOST FILTER SOCKS SHALL BE PLACED OVER THE TOP OF GROUND, WOODEN STAKES SHALL

BE DRIVEN THROUGH THE CENTER OF THE FILTER SOCKS TO ANCHOR THEM TO THE GROUND. TO ENSURE OPTIMUM PERFORMANCE, HEAVY VEGETATION SHALL BE CUT DOWN OR REMOVED, AND EXTREMELY UNEVEN SURFACES SHALL BE GRADED

TO ENSURE THAT THE COMPOST FILTER SOCK UNIFORMLY CONTACTS THE GROUND SURFACE.

4. FILTER SOCKS SHALL BE PLACED IN A CONTINUOUS LINE. WHERE ENDS INTERSECT THEY SHALL BE SLEEVED TO CREATE AN INTERLOCK WITH A TWO (2) FOOT OVERLAP. AFTER ONE SECTION IS FILLED AND THE ENDS TIED OFF, THE NEXT SECTION SHALL BE PULLED OVER THE TIED OFF END OF THE PREVIOUS SECTION, TO CREATE A 2 FOOT OVERLAP. THE OVERLAP SHALL BE STAKED.

THE INTERSECTING OVERLAPS SHALL BE CONSTRUCTED TO ENSURE THAT STORMWATER DOES NOT BREAK THROUGH AT THESE

INTERSECTION POINTS.

B. REMOVAL. THIS WORK, SHALL INCLUDE THE REMOVAL OF THE COMPOST FILTER SOCK AND STAKES, ALL SILT, MUD AND DEBRIS ENTRAPPED OUTSIDE OF THE COMPOST FILTER SOCK SHALL BE REMOVED AND THE AREA CLEANED UP IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 212 OF RIDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

3" MIN

1' MIN

CONSTRUCTION AREA

UNDISTURBED AREA

12" COMPOST FILTER SOCK,

STAKED WITH 1"x1" STAKES AT

10' OC. (MAX.)

FLOW

COMPOST FILTER SOCK

15' MAX.

10' MAX.

60' MAX

VARIES

MAX 1

FLOW

12" COMPOST FILTER SOCK,

STAKED WITH 1"x1" STAKES

1' MIN

3" MIN

PR/EX. CATCH BASIN

12" COMPOST FILTER SOCK,

12" COMPOST FILTER SOCK (TYP.)

12"

TEMPORARY STOCKPILE NOTES:

1. TEMPORARY SEDIMENT STOCKPILES SHALL BE KEPT MOIST AND COVERED AT ALL TIMES.

2. STOCKPILE LOCATIONS TO BE APPROVED BY VA PROJECT MANAGER.

3. STOCKPILES SHALL NOT BE LOCATED WITHIN 100 FEET OF ANY AIR HANDLER.

4. ANY AIR HANDLER, CHILLER OR SIMILAR SYSTEM FOULED, DAMAGED OR IMPAIRED BY DUST DURING ANY WORK

TO BE RESTORED BY CONTRACTOR OR AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE VA

PROJECT MANAGER.

5. STOCKPILES TO BE COVERED BY 10 MIL REINFORCED POLY, MINIMUM.

6. STOCKPILE COVERS TO BE SECURED AS TO PREVENT COVER REMOVAL BY WIND OR OTHER FORCES.

7. VA PROJECT MANAGER MAY REQUIRE CONTRACTOR TO MOVE ANY STOCKPILE AT ANY TIME AT NO ADDITIONAL

GOVERNMENT EXPENSE.

8. STOCKPILES MAY NEED TO BE LOCATED OFF-SITE AT NO ADDITIONAL COST TO OWNER.

CS-1.2 SCALE:

TEMPORARY SEDIMENT STOCKPILE1

N.T.S

CS-1.2 SCALE:

CB / COMPOST FILTER SOCK DETAIL2

N.T.S

CS-1.2 SCALE:

SEDIMENT BARRIER COMPOST FILTER SOCK DETAIL4

N.T.S

CS-1.2 SCALE:

CATCH BASIN INLET PROTECTION3

N.T.S

SECTION

GRATE

CATCH BASIN

FILTER BAG

DUMP LOOPS

INSTALLATION

OUTLET

HOOD

GRATE

EXPANSION

RESTRAINT

1" REBAR FOR BAG

REMOVAL FROM INLET

DEFLECTOR

NOTES

1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.

2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION.

3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER.

4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.

5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY

TIME).

6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR RIDOT ROADS.

CS-1.2 SCALE:

SILT FENCE DETAIL5

N.T.S CS-1.2 SCALE:

CONSTRUCTION ACCESS6

N.T.S CS-1.2 SCALE:

DEWATERING BASIN7

N.T.SNOTE: SILT FENCE IS OPTION IN REPLACEMENT OF FILTER

SOCK. FILTER SOCK IS PREFERRED INSTALLATION

File details come from the government source that posted it. Updated Jun 13, 2025.