Attachment 5 - Civil 2 of 3.pdf

PDF 4 MB Posted Jan 29, 2024

Attached to: Y1LZ--650-348 Construction of Valley Street Parking Lot Improvements Minor Construction- Providence, RI
Solicitation number: 36C77624R0040
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Jan 29, 2024

This document package includes construction drawings and specifications for a federal contract opportunity from the Department of Veterans Affairs Technology Acquisition Center Austin. The solicitation is for minor construction services to improve the parking lot at 500 Valley Street in Providence, Rhode Island. Work includes site grading, drainage, paving, signage and other site improvements. Construction details are provided for items such as storm sewer installation, utility connections, pavement restoration and other site work. Bidders should price the required services and submit responses by the deadline indicated on the solicitation number 36C77624R0040. Award is expected to the responsible bidder with the lowest priced, technically acceptable offer.

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Other files

File	Type	Posted
Attachment 25 - RFI Responses 2.docx	DOCX document	Feb 26, 2024
36C77624R0040 Amendment 0002.docx	DOCX document	Feb 26, 2024
Attachment 23 - February 2019 Aldinger report.pdf	PDF	Feb 22, 2024
36C77624R0040 Amendment 0001.docx	DOCX document	Feb 22, 2024
Attachment 21 - April 2009 Jacques Whitford report.pdf	PDF	Feb 22, 2024
Attachment 20 - RFI Responses.docx	DOCX document	Feb 22, 2024
Attachment 24 - Phase I II Environmental Property Assessment May 2018.pdf	PDF	Feb 22, 2024
Attachment 22 - January 2019 SW Cole report.pdf	PDF	Feb 22, 2024
S02 - 36C77624R0040_1.docx	DOCX document	Feb 21, 2024
36C77624R0040_1.docx	DOCX document	Feb 21, 2024
Attachment 7 - Structural 1 of 3.pdf	PDF	Jan 29, 2024
Attachment 3 - Existing Conditions.pdf	PDF	Jan 29, 2024
Attachment 16 - Electrical 4 of 4.pdf	PDF	Jan 29, 2024
Attachment 14 - Electrical 2 of 4.pdf	PDF	Jan 29, 2024
Attachment 10 - Abatement.pdf	PDF	Jan 29, 2024
Attachment 2 - General.pdf	PDF	Jan 29, 2024
Attachment 13 - Electrical 1 of 4.pdf	PDF	Jan 29, 2024
Attachment 12 - Arch.pdf	PDF	Jan 29, 2024
36C77624R0040_1.docx	DOCX document	Jan 29, 2024
Attachment 8 - Structural 2 of 3.pdf	PDF	Jan 29, 2024
Attachment 9 - Structural 3 of 3.pdf	PDF	Jan 29, 2024
Attachment 15 - Electrical 3 of 4.pdf	PDF	Jan 29, 2024
Attachment 19 - Contractor Safety and Environmental Record Evaluation Form.docx	DOCX document	Jan 29, 2024
Attachment 4 - Civil 1 of 3.pdf	PDF	Jan 29, 2024
Attachment 1 - Specifications.pdf	PDF	Jan 29, 2024
Attachment 6 - Civil 3 of 3.pdf	PDF	Jan 29, 2024
Attachment 17 - Wage Determination Providence.pdf	PDF	Jan 29, 2024
Attachment 11 - Landscape.pdf	PDF	Jan 29, 2024
Attachment 18 - VA Notice of Limitations on Subcontracting-Certificate of Compliance.docx	DOCX document	Jan 29, 2024

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VALLEY STREET

(PUBLIC RIGHT OF WAY - 49.5' WIDE)

NEW MENTAL HEALTH

BUILDING APPROXIMATE

OUTLINE

W O

T (P

T O

F W

E W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

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

GR301

GRADING & DRAINAGE PLAN

SCALE IN FEET

HOR. 1"= 20'

20 10 0 20 40

1. SEE CS101 FOR ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL NOTES.

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

SCARIFIED PRIOR TO PLACEMENT OF BIORETENTION MATERIAL.

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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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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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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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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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

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PROP 18" HDPE INFILTRATION RISER RIM EL.=10.25 INV OUT=7.25

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APPROX EXIST NBC DRAINAGE SYSTEM

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PROP SAWCUT (TYP)

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AutoCAD SHX Text 9.25

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AutoCAD SHX Text 9.25

AutoCAD SHX Text 11.00

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AutoCAD SHX Text 13.00

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PROP PEA STONE DIAPHRAGM (TYP)

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11.42BC 11.92TC

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REMOVE & RESET GRANITE CURB

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PROP GRANITE CURB (TYP)

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PROP GRANITE CURB WITH 6" CURB OPENING AT EVERY 15'

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PROP GRANITE CURB

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PROP PERIMETER SECURITY FENCE

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REMOVE & RESET GRANITE CURB

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PROP PERIMETER SECURITY FENCE

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PROP GRANITE CURB (TYP)

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PROP FLUSH GRANITE CURB

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PROP GRANITE CURB (TYP)

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AutoCAD SHX Text 9.25

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PROP 8" HDPE L=135', S=0.015

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18" HDPE S=0.011, L=90'

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PROP 12" HDPE INFILTRATION RISER RIM EL.=10.25 INV OUT=7.25

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12" HDPE S=0.013, L=77'

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PROP DMH #1 RIM EL.=11.00 INV (A)=6.25 INV (B)=6.25 INV (C)=6.25 INV (D)=6.15

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8" HDPE S=0.039, L=42'

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6" HDPE S=0.008, L=64'

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

AutoCAD SHX Text ADJUST CATCH BASINS TO FINISH GRADE AND REPLACE FRAMES AND GRATES WITH HIGH CAPACITY GRATES. SEE CONSTRUCTION DETAILS. EXISTING FRAMES AND GRATES TO BE SALVAGED TO PROVIDENCE PUBLIC WORK SEWER DEPARTMENT.

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ADJUST CATCH BASINS TO FINISH GRADE

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CONNECT TO EXIST DMH #140017 INV= 4.50

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

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AutoCAD SHX Text 0.5%

AutoCAD SHX Text 11.34

AutoCAD SHX Text 2'x4' RIPRAP APRON

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PROP GRANITE CURB (TYP)

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PROP 6" HDPE PERFORATED PIPE

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PROP 6" HDPE S= 0.005 L= 40'

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PROP GRANITE CURB

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PROP 6' TRANSITION CURB

apunt Stamp apunt Stamp

VALLEY STREET

(PUBLIC RIGHT OF WAY - 49.5' WIDE)

NEW MENTAL HEALTH

BUILDING APPROXIMATE

OUTLINE

W O

T (P

T O

F W

E W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

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

TR101

SIGN AND PAVEMENT

MARKING PLAN

SCALE IN FEET

HOR. 1"= 20'

20 10 0 20 40

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

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PROP BIORETENTION BASIN

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PROP GRANITE CURB (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 4" SOLID WHITE PARKING STALL LINE (TYP)

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PROP GRANITE CURB

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PROP GRANITE CURB (TYP)

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PROP GRANITE CURB WITH 6" CURB OPENING AT EVERY 15'

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PROP 4" SOLID WHITE DIAGONAL LINE, 4' O.C. @ 45° (TYP)

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PROP R1-1 SIGN (STOP SIGN)

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PROP BIORETENTION BASIN

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PROP BOLLARD AND SIGN (TYP)

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PROP 12" SOLID WHITE STOP LINE

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PROP 4" SOLID DOUBLE YELLOW CENTER LINE

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6" MIN.(TYP.)SHELF

SHELF

FLOWFLOW

3" 4"

PLAN

SECTION A-A

6" SCREENED GRAVEL

BEDDING

90° BEND

8" HDPE DRAIN PIPE

TEE

DROP CONNECTION SHALL

BE SAME SIZE AS THE

HORIZONTAL PIPE.

CORE HOLE TO

EXISTING MANHOLE

AS SHOWN IN

DETAIL (TYP.)

PIPE LENGTH AND

SHORT AS POSSIBLE

ENCASE CONNECTION IN

5,000PSI CONCRETE

PROP 8" HDPE

DRAINAGE PIPE

EXIST DRAIN MHD

USE DROP CONNECTION

WHEN THIS DIMENSION

EXCEEDS 2'-7"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

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

C101

CONSTRUCTION DETAILS

PRECAST CONCRETE STORM SEWER MANHOLE

1 NOT TO SCALE

SIDEWALK MANHOLE FRAME & COVER

CITY OF PROVIDENCE STANDARD DETAIL 6.1.1 P

2 NOT TO SCALE

HIGH CAPACITY GRATE

CITY OF PROVIDENCE STANDARD DETAIL 6.3.3 P

3 NOT TO SCALE

SEWER & DRAIN TRENCH DETAIL6 NOT TO SCALE

CORED HOLE AND RESILIENT SEAL FOR

CONNECTION PIPES TO EXISTING MANHOLES8 NOT TO SCALE

O .D

SECTIONAL PLAN

HALF SECTION

MIN.

5" MIN.

1'-0"

CONNECTION PIPE TO EXIST. MANHOLE DETAIL 6/14/2022

CONC. BASE PERMANENT ROADWAY

RESTORATION - CITY OF PROVIDENCE

STANDARD DETAIL 60.3.0 P

4 NOT TO SCALE

TRENCH DETAIL REQUIRED BY NBC5 NOT TO SCALE

NOTE:

DETAIL SHALL BE USED WHEN CONNECTING PROP

8" HDPE DRAINAGE PIPE FROM DMH #1 TO EXIST

DMH #140017

DROP MANHOLE DETAIL7 NOT TO SCALE

TRASH RACK/GRATE (BEEHIVE) DETAIL

OVERFLOW ENHANCED INFILTRATION RISER9 NOT TO SCALE

"KOR-N-SEAL" OR EQUAL

COMPRESSION TYPE

WATERTIGHT MANHOLE TO

PIPE RESILIENT CONNECTOR

MAX OPENING (O.D. + 4")

PIPE

MECHANICALLY

CORED HOLE

STAINLESS STEEL

CONNECTING HARDWARE

6" SCREENED GRAVEL

COMPACTED TO A DENSITY

OF 85% OR GREATER

UNDISTURBED MATERIAL

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ELEVATION OF BRICK TABLE ABOVE INV. TO BE 2/3 OF PIPE

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GROUT

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FRAME & COVER PER CITY OF PROVIDENCE PWD DETAIL 6.1.1 P

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FINISH GRADE

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USE 2-5 BRICKS COURSES AS NEEDED TO BRING M.H. RIM TO REQUIRED ELEVATION

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PRECAST CONC. SECTIONS TO CONFORM TO ASTM-C478, CONC. OF 4,000 PSI AT 28 DAYS

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2 COATS HEAVY BODIED COAL TAR EMULSION

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O-RING RUBBER GASKET AT JOINTS

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PRECAST CONCRETE RISER UNIT

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SHELVE TO BE BRICKS LAID FLAT AT A SLOPE OF 1" PER FOOT (4)

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PRECAST REINFORCED CONC. MONOLITHIC M.H. BASE AND SLAB

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INVERT TO BE INVERTED ARCH WITH BRICKS LAID AS STRECHERS AND ON EDGE

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POLYPROPYLENE STEPS 12" O.C.

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6" SCREENED GRAVEL BEDDING. COMPACTED TO 90% DENSITY

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#4 @ 18" EW MIDDEPTH

AutoCAD SHX Text W = MAXIMUM TRENCH WIDTH PW = MAXIMUM PAVING WIDTH = W+1'-0" D = OUTSIDE DIAMETER UNSHEATHED TRENCH: W = D+2'(3'-0" MIN.)

AutoCAD SHX Text SHEATHED TRENCH: W = D+2'+SHEATHING WIDTH: 4'-2"MIN. W/O WALERS 5'-0" MIN. W/WALERS TRENCH BOX OR HYDRAULIC SHORING: W = D+2' + [WALL SHIELD WIDTH ± 8"] + 1'FOR TRENCH BOX

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4" LOAM & SEED

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PAVED

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UNPAVED

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PIPE

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SHEATHING AS REQUIRED

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SCREENED GRAVEL

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SCREENED GRAVEL

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EXISTING SOIL

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GRAVEL OR RECLAIMED MATERIAL PLACED AND COMPACTED TO 95% IN 8" LAYERS

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6" + ½"D GRAVEL OR RECLAIMED MATERIAL PLACED AND COMPACTED TO 90% IN 6" LAYERS

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½D HAUNCHING AREA SCREENED GRAVEL OR RECLAIMED MATERIAL COMPACTED TO 90%

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6" BEDDING AREA

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EXCAVATION DEPTH VARIES WITH SOIL CONDITIONS

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REPAVE AS SPECIFIED

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PROP 8" HDPE DRAINAGE PIPE

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34" CRUSHED STONE

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PROP FILTER FABRIC

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PROP FILTER FABRIC

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CAST IRON BEEHIVE GRATE SEE DETAIL BELOW

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UNDERDRAIN PIPE OR ENHANCED INFILTRATION PIPE DISTRIBUTION

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PVC RISER

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BIORETNETION SOIL MEDIA

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#57 STONE AGGREGATE STORAGE 6" MIN DEPTH

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ELEVATION

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FLOW

AutoCAD SHX Text GRATE TYPE TO BE DOMED DROP IN "FRAME/GRATE" MANUFACTURED TO FIT THE BELL END OF PVC. SEE NOTE 2

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FRAME, WHEN REQUIRED, MEETING MANUFACTURERS SPECIFICATIONS

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RISER (SEE PLAN FOR PIPE SIZE)

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RIM ELEVATIONS BASE OF THE GRATE

AutoCAD SHX Text NOTES 1. MINIMUM OPENING SIZE IN GRATE SHALL BE 1 INCHES. MINIMUM OPENING SIZE IN GRATE SHALL BE 1 INCHES. 14 INCHES. 2. SIZE OF GRATE SHALL BE INSET AND MATCH SIZE OF THE RISER, PER CONTRACT DOCUMENTS, SIZE OF GRATE SHALL BE INSET AND MATCH SIZE OF THE RISER, PER CONTRACT DOCUMENTS, SHALL FIT SNUG AND WATERTIGHT, AND SHALL BE REMOVABLE FOR MAINTENANCE PURPOSES. 3. ALTERNATE BEEHIVE GRATE MATERIAL SHALL BE ALLOWED AS APPROVED BY BOSTON WATER AND ALTERNATE BEEHIVE GRATE MATERIAL SHALL BE ALLOWED AS APPROVED BY BOSTON WATER AND SEWER COMMISSION . 4. GRATE SHALL BE BOLTED DOWN (THEFT PROTECTED) OR DESIGNATED REPRESENTATIVE. GRATE SHALL BE BOLTED DOWN (THEFT PROTECTED) OR DESIGNATED REPRESENTATIVE. 5. RIM ELEVATIONS SHOWN ON PLAN SHALL BE THE BASE OF THE GRATE OPENING. SET BASE OF THE RIM ELEVATIONS SHOWN ON PLAN SHALL BE THE BASE OF THE GRATE OPENING. SET BASE OF THE GRATE AT 3" ABOVE THE BOTTOM SURFACE ELEVATION (TYP.) 6. ANY EXPOSED RISER PIPE SHALL BE PAINTED BLACK.ANY EXPOSED RISER PIPE SHALL BE PAINTED BLACK.

apunt Stamp

File details come from the government source that posted it. Updated Jan 29, 2024.