36C25622R0147 SOW Attch B .pdf

PDF 706 KB Posted Sep 16, 2022

Attached to: C1LB--Project #667-23-105 (AE) Construct Viking Drive Entrance/Signal Federal contract opportunity
Solicitation number: 36C25622R0147
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 27, 2023

This document contains a solicitation for architectural and engineering services related to a construction project. The Department of Veterans Affairs is seeking proposals to design improvements to the entrance and traffic signal at Viking Drive for the Overton Brooks VA Medical Center in Shreveport, Louisiana. Proposals are due by October 20, 2022. The construction budget for the project is estimated between $5-10 million. The solicitation is set aside for Service-Disabled Veteran-Owned Small Businesses. Selection will be based on professional qualifications, specialized experience, past performance, experience of assigned personnel, capacity to complete work on schedule, experience with construction phase services, and commitment to using small and veteran-owned businesses as subcontractors. The selected firm will provide design services on a negotiated firm-fixed price contract.

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Other files for this federal contract opportunity

Other files attached to C1LB--Project #667-23-105 (AE) Construct Viking Drive Entrance/Signal, newest first.
File	Type	Posted
36C25622R0147 SOW Attch A .pdf	PDF	Sep 16, 2022
36C25622R0147.docx	DOCX document	Sep 16, 2022
36C25622R0147 AE SOW v2.pdf	PDF	Sep 16, 2022

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89'

108'

128'

152'

193'

378'

200'

215'

266'

229'

183'

148'

99'

434'

GENERAL NOTES

1. CONTRACTOR TO VERIFY ALL ELEVATIONS

AND UTILITY LOCATIONS.

2. CONTRACTOR TO PRESERVE AND PROTECT

EXISTING SANITARY SEWER LINES AND

MANHOLES.

3. CONTRACTOR TO ADJUST MANHOLE RIM

ELEVATIONS AND VERIFY SUFFICIENT

COVER FOR ALL SEWER LINES.

4. PRELIMINARY DESIGN DOES NOT ACCOUNT

FOR STORM WATER DETENTION/RETENTION

REQUIREMENTS.

5. PRELIMINARY DESIGN DOES NOT ACCOUNT

FOR EXISTING EASEMENTS OR SEPARATION

REQUIREMENTS.

6. PRELIMINARY DESIGN DOES NOT ACCOUNT

FOR PROPERTY LINE LOCATION.

7. PRELIMINARY DESIGN DOES NOT SIZE THE

PROPOSED DRAINAGE PIPES.A DRAINAGE

STUDY WILL NEED TO BE PERFORMED TO

ENSURE ADEQUATE SIZING OF PIPING AND

STRUCTURES. CONTRACTOR TO SIZE

ACCORDINGLY

8. THE PROPOSED DRAINAGE DITCH MAY BE

RELOCATED AND ADJUSTED TO

ACCOMMODATE A LARGER USABLE AREA IF

NECESSARY

9. THE CONTRACTOR IS TO UTILIZE LADOT

SIGNAGE AND PAVEMENT MARKINGS ON ALL

ROADWAYS AND INTERSECTIONS.

10. CONTRACTOR TO INSTALL CURB AND

GUTTER PER LADOT STANDARDS.

11. THE CONTRACTOR IS TO ANALYZE THE

EXISTING FIRE HYDRANT LAYOUT TO

ENSURE THE BEDDOWN AREAS MEET

MINIMUM DISTANCE REQUIREMENTS.

12. THE FINISHED SURFACE OF THE BEDDOWN

AREA IS TO BE GEOTEXTILE FABRIC AND

SB2 OR EQUIVALENT.

13. CONTRACTOR TO EVALUATE THE

STRUCTURAL INTEGRITY OF THE EXISTING

RETAINING WALL AS A PART OF THE

DRAINAGE STUDY AND PRIOR TO THE

ADDITION OF ANY FILL, DRAINAGE PIPES OR

DRAINAGE STRUCTURE BENEATH OR

ADJACENT TO THE STRUCTURE.

14. CONTRACTOR TO HYDROSEED ALL

DISTURBED AREAS OUTSIDE OF BEDDOWN

AREA.

PROPOSED ASPHALT

ROADWAY WITH 5'

SHOULDERS

PROPOSED

DRAINAGE

PIPE

CURB CUT

REMOVE OR

RELOCATE EXISTING

DRAINAGE FEATURES

PROPOSED

DRAINAGE

DITCH

PRELIMINARY EARTHWORK

ANALYSIS

TOTAL CUT = 8902 C.Y

TOTAL FILL = 10892 C.Y.

NET (FILL) = 1990 C.Y.

*EARTHWORK ANALYSIS DOES NOT

ACCOUNT FOR MATERIAL NOT SUITABLE FOR

REUSE. (APPROXIMATELY 3270 C.Y.)

REMOVE EXISTING

SIDEWALK

EXISTING FIBER BOX TO BE

PRESERVED AND PROTECTED

CONNECT TO EXISTING

SANITARY SEWER MANHOLE.

CONTRACTOR TO VERIFY INVERTS

TO ENSURE ADEQUATE SLOPE.

RE-ROUTE EXISTING

FIBER AS SHOWN

CONNECT TO THE

EXISTING PARKING

AREA AS SHOWN

PROTECT EXISTING UNDERGROUND

ELECTRIC. RELOCATION MAY BE

NECESSARY

PROTECT EXISTING

STORM DRAIN

PROTECT EXISTING

STORM DRAIN

PROPOSED DRAINAGE PIPE

CONTRACTOR TO EVALUATE THE

STRUCTURAL INTEGRITY OF THE

EXISTING RETAIN WALLS , AND

INVESTIGATE ALTERNATIVE

DRAINAGE OPTIONS AS A PART

OF THE DRAINAGE STUDY.

CONNECT TO EXISTING WATER

MAIN & INSTALL ALL

APPLICABLE VALVES AND

APPURTENANCES

FUTURE TIE IN

LOCATION

FUTURE WATER

TIE IN LOCATION

W/ VALVE AND BOX

FUTURE

ELECTRICAL TIE

IN LOCATION

FUTURE SANITARY

SEWER TIE IN

LOCATION

FUTURE SANITARY

SEWER TIE IN

LOCATION

CONTRACTOR TO INSTALL

CONDUITS UNDER

ROADWAY AT FUTURE

GUARD SHACK LOCATION

EXISTING

ELECTRICAL

TRANSFORMER

PROPOSED ASPHALT

ROADWAY WITH 5'

SHOULDERS

PROPOSED

BEDDOWN

AREA

PROPOSED

BEDDOWN

AREA

EXISTING FIRE

HYDRANT EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

CONCRETE PAVING

ASPHALT PAVING

BEDDOWN AREA

PROPOSED FIRE HYDRANT

ASSEMBLIES AS REQUIRED

PROPOSED FIRE HYDRANT

ASSEMBLIES AS REQUIRED

PROPOSED CONCRETE

ROADWAY WITH 5'

SHOULDERS

PROPOSED

DRAINAGE

STRUCTURE

CONCRETE ENTRY TO HAVE

CURB AND GUTTER PER

LADOT STANDARDS

CLEANABLE STEEL

GRATES TO BE

INSTALLED ON ALL

DRAINAGE INLETS

CLEANABLE STEEL GRATES

TO BE INSTALLED ON ALL

DRAINAGE INLETS (TYP)

CONTRACTOR TO INSTALL

RIPRAP AT ALL DRAINAGE INLETS

AND SOD ADDITIONAL 10'. ALL

OTHER DISTURBED AREAS TO BE

HYDROSEED. (TYP)

1 2 3 4 5

SHEET

IDENTIFICATION

SHEET OF 1

O R

R S

H R

O R

T R

D W

N B

" X

K D

N D

E D

B Y:

T D

N N

C O

N O

N U

P R

Y D

N N

O T

C O

R U

O N

AutoCAD SHX Text

EXISTING PARKING AREA

AutoCAD SHX Text

EXISTING PARKING AREA

AutoCAD SHX Text

EXISTING PARKING AREA

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING PARKING AREA

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING COVERED PARKING

AutoCAD SHX Text

EXISTING COVERED PARKING

AutoCAD SHX Text

EXISTING PARKING GARAGE

AutoCAD SHX Text

EXISTING COVERED PARKING

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

E STONER AVE

AutoCAD SHX Text

VIKING DRIVE

AutoCAD SHX Text

VETERANS WAY

AutoCAD SHX Text

VETERANS WAY

AutoCAD SHX Text

HAUL ROAD

AutoCAD SHX Text

E STONER AVE

AutoCAD SHX Text

EASY STREET

Sheets and Views

Triage Beddown Area-Preliminary Earthwork

File details come from the government source that posted it. Updated Sep 16, 2022.