Attachment 4 - Civil 1 of 3.pdf

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Y1LZ--650-348 Construction of Valley Street Parking Lot Improvements Minor Construction- Providence, RI
Solicitation number
36C77624R0040
Issued by

About this file

This package includes construction drawings and specifications for the Valley Street Parking Lot Improvements project at the Providence VA Medical Center in Providence, Rhode Island. The project involves site demolition, soil erosion controls, construction of retaining walls, parking areas, walkways, and landscaping. Key details include removing an existing concrete block building and associated site features, installing sediment control measures during demolition and construction, constructing bio retention basins, granite curbing, asphalt parking areas, concrete walkways, and perimeter fencing. Adjusting drainage structures and utilities connections are also specified. The related solicitation is for minor construction services for the project under solicitation number 36C77624R0040 issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The required scope of work is clearly depicted on the drawings and defined in the specifications provided.

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Other files

File Type Posted
Attachment 25 - RFI Responses 2.docx DOCX document
36C77624R0040 Amendment 0002.docx DOCX document
Attachment 23 - February 2019 Aldinger report.pdf PDF
36C77624R0040 Amendment 0001.docx DOCX document
Attachment 21 - April 2009 Jacques Whitford report.pdf PDF
Attachment 20 - RFI Responses.docx DOCX document
Attachment 24 - Phase I II Environmental Property Assessment May 2018.pdf PDF
Attachment 22 - January 2019 SW Cole report.pdf PDF
S02 - 36C77624R0040_1.docx DOCX document
36C77624R0040_1.docx DOCX document
Attachment 5 - Civil 2 of 3.pdf PDF
Attachment 7 - Structural 1 of 3.pdf PDF
Attachment 3 - Existing Conditions.pdf PDF
Attachment 16 - Electrical 4 of 4.pdf PDF
Attachment 14 - Electrical 2 of 4.pdf PDF
Attachment 10 - Abatement.pdf PDF
Attachment 2 - General.pdf PDF
Attachment 13 - Electrical 1 of 4.pdf PDF
Attachment 12 - Arch.pdf PDF
36C77624R0040_1.docx DOCX document
Attachment 8 - Structural 2 of 3.pdf PDF
Attachment 9 - Structural 3 of 3.pdf PDF
Attachment 15 - Electrical 3 of 4.pdf PDF
Attachment 19 - Contractor Safety and Environmental Record Evaluation Form.docx DOCX document
Attachment 1 - Specifications.pdf PDF
Attachment 6 - Civil 3 of 3.pdf PDF
Attachment 17 - Wage Determination Providence.pdf PDF
Attachment 11 - Landscape.pdf PDF
Attachment 18 - VA Notice of Limitations on Subcontracting-Certificate of Compliance.docx DOCX document
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Text version

T

VALLEY STREET

(PUBLIC RIGHT OF WAY - 49.5' WIDE)

N

NEW MENTAL HEALTH

BUILDING APPROXIMATE

OUTLINE

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

CONSTRUCTION

DOCUMENTS

VAMC PROVIDENCE

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SITE IMPROVEMENTS AT

500 VALLEY STREET

PROVIDENCE, RI

650-348

N/A Project Director

06-09-2023 WFL/AMP URRevisions: Date:

Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL

CD101

DEMOLITION PLAN

SCALE IN FEET

HOR. 1"= 20'

20 10 0 20 40

1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR IS TO CONTACT "DIG-SAFE" AT 1-888-344-7733, A MINIMUM

OF 48 HOURS PRIOR TO ANY EXCAVATION PERFORMED ON-SITE.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION, PERMITTING, INSTALLING, ENVIRONMENTAL CONTROLS, WETLAND PROTECTION, ETC TO COMPLY WITH THE CITY OF PROVIDENCE, THE RHODE ISLAND WETLANDS PROTECTION ACT, NARRAGANSETT BAY

COMMISSION AND THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT REGULATIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. ALL EXISTING ITEMS TO BE REMOVED SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND

LOCAL REGULATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES.

6. PROTECT EXISTING LIGHT POLES ALONG VALLEY STREET.

DEMOLITION NOTES

(TYP)

(TYP)

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STEPS

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STEPS

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METAL STEPS

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METAL DECK

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STEPS

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STEPS

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CONC. PAD

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CONC. PAD

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GATE

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GATE

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CONC. RET. WALL

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BIT. WALK

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CONC. BLOCK RET. WALL

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CONC. BLOCK RET. WALL

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CONC. BLOCK RET. WALL

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RAILROAD TIE RET. WALL

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SILT FENCE

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SILT FENCE

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WOODED

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WOODED

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UNDER CONSTRUCTION

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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EXISTING CONCRETE BLOCK BUILDING

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EXISTING CONCRETE BLOCK BUILDING

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EXISTING CONCRETE BLOCK BUILDING

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A.P. 66, LOT 230 NOW OR FORMERLY UNITED STATES OF AMERICA BK 2381 PG 273

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A.P. 66, LOT 1 NOW OR FORMERLY UNITED STATES OF AMERICA BK 891 PG 48

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A.P. 66, LOT 216 NOW OR FORMERLY MERY Y. LOPEZ BK 10738 PG 308

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UP

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UP

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CONC. RAMP

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A.P. 66, LOT 437 NOW OR FORMERLY DEB NETA LLC BK 9289 PG 335

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SHED

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BIT. PARKING

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(21) 8X36 H-PILES BURIED IN SLOPE NOT VISIBLE, WSP USED A METAL DETECTOR TO SPOT THE APPROXIMATE PILE LOCATIONS TO SURVEY. PILE ORIENTATION BASED ON SITE WALK PICTURE TAKEN DURING CONSTRUCTION LOCATIONS PROVIDED BY WBRC SEE PLAN NOTE 6

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24"BRICK

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12"VC

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12"VC

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12"VC

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12"VC

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REMOVE & DISCARD EXIST. CHAIN LINK FENCE (TYP)

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REMOVE & DISCARD EXIST. FENCE (TYP)

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REMOVE & DISCARD EXIST. CORNER STONE

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REMOVE & DISCARD EXIST. GATE

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REMOVE & DISCARD EXIST. CORNER STONE

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REMOVE & RESET EXIST. GRANITE CURB (TYP)

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PROTECT ELECTRICAL BOX

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REMOVE & DISCARD EXIST. RETAINING WALLS

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REMOVE & DISCARD EXIST. FENCE (TYP)

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REMOVE & DISCARD EXIST. RETAINING WALLS

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DEMOLISH EXIST. BUILDING AND DISCONNECT ALL UTILITIES.

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PROP. SAWCUT (TYP)

AutoCAD SHX Text REMOVE & DISCARD PORTION OF EXIST. RETAINING WALLS AS INDICATED ON STRUCTURAL PLANS.

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GAS PIPE TO BE REMOVED AND CAPPED

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WATER PIPE TO BE REMOVED AND CAPPED

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OVERHEAD WIRE TO BE REMOVED (TYP)

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DEMOLISH EXIST. BUILDING AND DISCONNECT ALL UTILITIES.

AutoCAD SHX Text ADJUST CATCH BASINS TO FINISH GRADE AND REPLACE FRAME & GRATES WITH HIGH CAPACITY GRATES. SEE CONSTRUCTION DETAILS

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ADJUST MANHOLE TO FINISH GRADE. SEE CONSTRUCTION DETAILS

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ADJUST CATCH BASINS TO FINISH GRADE

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GAS PIPES TO BE REMOVED AND CAPPED

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REMOVE CURVED GRANITE CURB

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REMOVE UNDERGROUND UTILITY (TYP)

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REMOVE & DISCARD EXIST. FENCE (TYP)

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REMOVE & RESET EXIST. CORNER STONE

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REMOVE & DISCARD EXIST. CHAIN LINK FENCE (TYP)

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REMOVE & DISCARD EXIST. CONC RAMP, CONC STEPS, CONC PADS (TYP)

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REMOVE & DISCARD EXIST. CONC RAMP, CONC STEPS, CONC PADS (TYP)

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REMOVE & DISCARD EXIST. CONC STEPS, CONC PADS (TYP)

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PROTECT ELECTRICAL AND LIGHT (TYP)

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PROP. SAWCUT (TYP)

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REMOVE & DISCARD EXIST. CONC PAD, METAL DECK AND METAL STEPS (TYP)

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REMOVE AND DISCARD EXISTING CHAIN LINK FENCE MOUNTED TO RETAINING WALL

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LIMIT OF REMOVAL EXIST. FENCE

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REMOVE & DISCARD EXIST. RETAINING WALLS

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PROP SAWCUT LIMIT (TYP)

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APPROX. LIMIT OF WORK (TYP)

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APPROX LIMIT OF CLEARING AND GRUBBING (TYP)

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REMOVE AND RESET EXISTING CORNER POST USED TO CHAIN LOCK GATE

apunt Stamp apunt Stamp

VHAPROMendoM Line

(PUBLIC RIGHT OF WAY - 49.5' WIDE)

N

NEW MENTAL HEALTH

BUILDING APPROXIMATE

OUTLINE

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STOCK PILE MANAGEMENT AREA

STOCK PILE MANAGEMENT AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

CONSTRUCTION

DOCUMENTS

VAMC PROVIDENCE

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SITE IMPROVEMENTS AT

500 VALLEY STREET

PROVIDENCE, RI

650-348

N/A Project Director

06-09-2023 WFL/AMP URRevisions: Date:

Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL

CS101

SOIL EROSION AND

SEDIMENT CONTROL PLAN

SCALE IN FEET

HOR. 1"= 20'

20 10 0 20 40

1. INSTALL INLET PROTECTION AS SHOWN.

2. CUT, CAP, AND MAKE SAFE ALL AFFECTED UTILITIES.

3. REMOVE AND DISPOSE OF BUILDING. SPRAY SITE WITH WATER AS NEEDED TO CONTROL DUST.

4. REMOVE AND DISPOSE PAVEMENT.

5. INSTALL TEMPORARY SEDIMENTATION BASINS AS SHOWN.

6. INSTALL SEDIMENTATION CONTROL DEVICES AS SHOWN.

7. INSPECT INLET PROTECTION AND CLEAN OR REPLACE AS NEEDED.

8. INSPECT SEDIMENT CONTROL DEVICES AND REPAIR OR REPLACE AS NECESSARY.

9. INSTALL PAVEMENT, TOPSOIL, AND SEED AS EARLY AS PRACTICAL.

10. TEMPORARY SEDIMENTATION BASINS TO BE OVER EXCAVATED AND SUBGRADE TO BE

SCARIFIED PRIOR TO PLACEMENT OF BIORETENTION MATERIAL.

11. SEDIMENT CONTROL DEVICES DOWN GRADIENT OF EARTH DISTURBING ACTIVITIES MAY BE

REMOVED ONCE A MOWABLE STAND OF GRASS HAS BEEN ACHIEVED AND AT THE VAMC

PROVIDENCE DISCRETION.

12. SEDIMENT CONTROL AND INLET PROTECTION DEVICES MAY BE REMOVED DOWN GRADIENT OF

PAVING ACTIVITIES ONCE PAVEMENT HAS BEEN PLACED AND THE STORMWATER MANAGEMENT

SYSTEM HAS BEEN BOUGHT ONLINE AND AT THE VAMC PROVIDENCE DISCRETION.

EROSION CONTROL SEQUENCE

1. MODIFIED RIPRAP SHALL MEET THE REQUIREMENTS OF

RIDOT STANDARD SPECIFICATION SUBSECTION M.10.03.2..

2. FILTER STONE SHALL MEET THE REQUIREMENTS OF RIDOT

STANDARD SPECIFICATION SUBSECTION M.01.09 TABLE I,

COLUMN V FILTER STONE.

TEMPORARY SEDIMENT BASIN

1. SOILS MAY BE STORED ON SITE FOR FUTURE REUSE OR HAULED OFF SITE. IF

STORED ON SITE, STOCKPILES SHALL BE COVERED WITH TARPAULINS. THE

TARPAULINS SHALL BE SECURED TO PREVENT EROSION.

2. SIDE SLOPES SHALL NOT BE GREATER THAN 2:1.

3. PERIMETER OF STOCKPILE AREA SHALL BE PROTECTED WITH SEDIMENT CONTROL

COMPOSTABLE FILTER SOCK.

STOCKPILE MANAGEMENT

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METAL DECK

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GATE

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DMH 140017 140017 RIM= 9.53 9.53 INV.1= 2.23 INV.2= 1.73

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DMH 140085 140085 RIM= 10.55 10.55 INV.1= 3.45 INV.2= 3.35

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SMH 140018 140018 RIM= 9.80 9.80 INV.1= <-3.30> INV.2= <-3.30>

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SMH 140028 140028 RIM= 11.54 11.54 INV.1=<-3.06> INV.2=<-3.16>

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CB RIM= 8.85 8.85 SUMP= 2.35 INV.1= 5.65 INV.2= 4.35

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CB RIM= 8.70 8.70 SUMP= 6.10 INV= 6.10

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CB RIM= 8.80 8.80 SUMP= 2.10 INV.1= 5.60 INV.2= 5.10

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CB RIM= 8.63 8.63 SUMP= 6.23 INV= 6.23

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MH DNO DNO RIM= 11.92

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CB DNO DNO RIM= 11.77

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CB DNO DNO RIM= 12.28

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MH DNO DNO RIM= 12.82

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MH DNO DNO RIM= 13.24

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MH DNO DNO RIM= 23.26

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APPROX. LIMIT OF WORK

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PROP SEDIMENT CONTROL COMPOSTABLE FILTER SOCK (12" MIN) TYP

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PROP SEDIMENT CONTROL COMPOSTABLE FILTER SOCK (12" MIN) TYP

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PROP SEDIMENT CONTROL COMPOSTABLE FILTER SOCK (12" MIN)

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PROP INLET PROTECTION (TYP)

AutoCAD SHX Text CONSTRUCTION ENTRANCE. CONTRACTOR SHALL USE RIDOT ANTI-TRACK PAD STANDARD (APPROX 20'x50')

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PROP INLET PROTECTION (TYP)

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SEDIMENT CONTROL COMPOSTABLE FILTER SOCK (12" MIN)

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POTENTIAL STAGING AREA

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POTENTIAL CONSTRUCTION TRAILER LOCATION

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POTENTIAL WASHOUT AND FUELING AREA

apunt Stamp apunt Stamp

(PUBLIC RIGHT OF WAY - 49.5' WIDE)

N

NEW MENTAL HEALTH

BUILDING APPROXIMATE

OUTLINE

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

CONSTRUCTION

DOCUMENTS

VAMC PROVIDENCE

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SITE IMPROVEMENTS AT

500 VALLEY STREET

PROVIDENCE, RI

650-348

N/A Project Director

06-09-2023 WFL/AMP URRevisions: Date:

Patriot Design, LLC A Fort Hill / HCS Group Joint Venture 8403 Crossland Loop Montgomery, AL

CS201

CONSTRUCTION PLAN

SCALE IN FEET

HOR. 1"= 20'

20 10 0 20 40

1. REFER TO DEMOLITION PLAN FOR ADDITIONAL NOTES AND ALL ITEMS TO BE REMOVED,

DEMOLISHED, RELOCATED, RESET, ADJUSTED, ETC.

2. REFER TO STRUCTURAL DRAWINGS FOR RETAINING WALL DETAILS AND DIMENSIONS.

3. REFER TO DRAINAGE, GRADING AND LANDSCAPING PLANS FOR BIORETENTION BASIN

DETAILS AND DIMENSIONS.

4. DEVIATIONS OR CHANGES FROM THESE PLANS AND SPECIFICATIONS WILL NOT BE

ALLOWED UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER AND THE

PROVIDENCE VA.

5. CONTRACTOR TO UTILIZE EXISTING FENCE (AS AVAILABLE) FOR SECURITY THROUGHOUT

CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADDITIONAL SECURITY FENCING AS

NEEDED THROUGHOUT CONSTRUCTION.

NOTES

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CONC.

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CONC.

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STEPS

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CONC. PAD

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CONC.

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CONC. PAD

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STEPS

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METAL STEPS

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METAL DECK

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STEPS

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STEPS

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CONC. PAD

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CONC. PAD

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GATE

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GATE

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CONC. RET. WALL

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CONC. RET. WALL

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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VGC

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BIT. WALK

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CONC.

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CONC. WALK

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CONC. WALK

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CONC. WALK

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CONC. RET. WALL

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CONC. RET. WALL

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CONC. RET. WALL

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VGC

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BIT. WALK

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CONC. BLOCK RET. WALL

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CONC. BLOCK RET. WALL

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CONC. BLOCK RET. WALL

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RAILROAD TIE RET. WALL

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SILT FENCE

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SILT FENCE

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WOODED

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WOODED

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UNDER CONSTRUCTION

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SWL

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DYL

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SWL

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DYL

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SWL

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DYL

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VOID

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VOID

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VOID

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VOID

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VOID

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VOID

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VOID

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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BIT. PARKING

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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APPROXIMATE PROPERTY LINE

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EXISTING CONCRETE BLOCK BUILDING

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EXISTING CONCRETE BLOCK BUILDING

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EXISTING CONCRETE BLOCK BUILDING

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VOID

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A.P. 66, LOT 230 NOW OR FORMERLY UNITED STATES OF AMERICA BK 2381 PG 273

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A.P. 66, LOT 1 NOW OR FORMERLY UNITED STATES OF AMERICA BK 891 PG 48

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A.P. 66, LOT 216 NOW OR FORMERLY MERY Y. LOPEZ BK 10738 PG 308

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UP

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UP

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CONC. RAMP

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CONC. RAMP

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A.P. 66, LOT 437 NOW OR FORMERLY DEB NETA LLC BK 9289 PG 335

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SHED

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BIT. PARKING

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(21) 8X36 H-PILES BURIED IN SLOPE NOT VISIBLE, WSP USED A METAL DETECTOR TO SPOT THE APPROXIMATE PILE LOCATIONS TO SURVEY. PILE ORIENTATION BASED ON SITE WALK PICTURE TAKEN DURING CONSTRUCTION LOCATIONS PROVIDED BY WBRC SEE PLAN NOTE 6

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VGC

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VGC

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CONC. WALK

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24"BRICK

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36"BRICK

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24"BRICK

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24"BRICK

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60"BRICK

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60"BRICK

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60"BRICK

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60"BRICK

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60"BRICK

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12"VC

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12"VC

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12"VC

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12"VC

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ADJUST MANHOLE TO FINISH GRADE. SEE CONSTRUCTION DETAILS

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EXIST DMH#140017

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APPROXIMATE EXIST NBC DRAINAGE SYSTEM

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PROP. BIORETENTION BASIN

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PROP SAWCUT (TYP)

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PROP BIORETENTION BASIN, SEE GRADING AND LANDSCAPING PLANS

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REMOVE & RESET GRANITE CURB (TYP)

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PROP GRANITE CURB (TYP)

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PROP GRANITE CURB (TYP)

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PROP PERIMETER SECURITY FENCE (TYP)

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REMOVE & RESET GRANITE CURB (TYP)

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PROP PERIMETER SECURITY FENCE (TYP)

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PROP GRANITE CURB (TYP)

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PROP SAWCUT (TYP)

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PROP RETAINING WALL. SEE STRUCTURAL DRAWINGS

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LIMIT OF PROP GRANITE CURB

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PROP GRANITE CURB (TYP)

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REMOVE & RESET GRANITE CURB

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PROP GRANITE CURB (TYP)

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CONNECTED TO EXISTING PERIMETER SECURITY FENCE.

AutoCAD SHX Text PROP FENCE TO BE CONNECTED TO FUTURE PROJECT 650-10-127 PERIMETER SECURITY FENCE.

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PROP PEA STONE DIAPHRAGM (TYP)

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PROP GRANITE CURB WITH 6" CURB OPENING AT EVERY 15' (TYP)

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PROP GRANITE CURB WITH 6" CURB OPENING AT EVERY 15' (TYP)

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PROP PEA STONE DIAPHRAGM (TYP)

AutoCAD SHX Text ADJUST CATCH BASINS TO FINISH GRADE AND REPLACE FRAMES GRATES WITH HIGH CAPACITY GRATES PER CITY OF PROVIDENCE STANDARD DETAIL 6.3.3 P

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ADJUST CATCH BASINS TO FINISH GRADE.

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PROP CONC BOLLARD (TYP)

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PROP FLUSH GRANITE CURB

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LIMITS OF PROP GRANITE CURB

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REMOVE & RESET GRANITE CURB (TYP)

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APPROX LIMIT OF PROP CONCRETE SIDEWALK. MEET EXISTING SIDEWALK AND GRADE.

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PROP BUS STOP SHELTER

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PROP EMERGENCY CALL PEDESTAL

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PROP VEHICULAR STRUCTURAL CANTILEVER GATE

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APPROXIMATE LOCATION OF SECURITY GATE OPERATOR

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DIRECTION OF GATE CLOSING

AutoCAD SHX Text PROVIDE GAP IN CURBING ON BOTH SIDES OF DRIVEWAY AS NEEDED TO ALLOW FOR GATE OPERATION

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CONSTRUCT NEW 8' CHAIN LINK FENCE

apunt Stamp apunt Stamp

File details come from the government source that posted it. Updated .