100 Percent Bid Documents-Drawings-Construct Additional Parking.pdf

PDF 18 MB Posted Aug 15, 2022

Attached to: Y1LZ--Construct Additional Parking Hampton VA Medical Center Federal contract opportunity
Solicitation number: 36C24622B0042
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity to construct additional parking at the Hampton VA Medical Center. The solicitation number is 36C24622B0042 and seeks to construct additional parking at the Hampton VA Medical Center in Hampton, Virginia. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6. Responses to the solicitation are due on the date specified in the 100 Percent Bid Documents-Drawings file, which contains the full technical requirements and specifications for the parking construction project. The contract award date will be determined based on the response timeline and a competitive bidding process. The opportunity is open to all qualified contractors able to complete the parking construction work at the Hampton VA Medical Center by the required deadline.

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Other files for this federal contract opportunity

Other files attached to Y1LZ--Construct Additional Parking Hampton VA Medical Center, newest first.
File	Type	Posted
OF 1419_36C24622B0042.pdf	PDF	Dec 5, 2022
36C24622B0042 0003.docx	DOCX document	Dec 5, 2022
Parking Site Visit 19 Aug 2022 Attendance.pdf	PDF	Sep 2, 2022
Sheet G-002 Bid Deduct Alternative Remove 15 Parking Stalls.pdf	PDF	Sep 2, 2022
Solicitation 36C24622B0042 Questions and Answers.pdf	PDF	Sep 2, 2022
36C24622B0042 0001.docx	DOCX document	Aug 17, 2022
S02_Solicitation_36C24622B0042_1.pdf	PDF	Aug 15, 2022
Attachment A - Itemized Schedule of Values Cost Breakdown.xlsx	XLSX spreadsheet	Aug 15, 2022
100 Percent_Specifications1.pdf	PDF	Aug 15, 2022

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D N

A V

E N

M c C

L E

L L A

A V

E R

L A

V E

N U

SHORE R

OAD

H A

R R

SALVAGE YARD

I V

-1

I-64

PROJECT SITE

HAMPTON UNIVERSITY

JAMES RIVER

HAMPTON RIVER

JAMES RIVER

I G

R I D

VICTORIA BLVD.

SITE

HAMPTON VAMC CAMPUS

I D

PHOEBUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID DOCUMENTS

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

STAMP

CONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT ADDITIONAL

PARKING

HAMPTON VAMC - HAMPTON, VA

590-20-103

N/A

12/15/2021

Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

102 3rd Avenue, NE

Hickory, NC 28601

Phone: 828.315.9962

Fax: 828.315.9964

VA Engineering License No.:

0413000750

Exp. Date: 12/31/2021

BID DOCUMENTS

12/15/2021

CONSTRUCT ADDITIONAL PARKING

AT HAMPTON VA MEDICAL CENTER

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

PROJECT # 590-20-103

BID DOCUMENTS

INDEX OF DRAWINGS

DWG.#SHEET # DRAWING TITLE

GENERAL

G-001

SURVEY

CIVIL

CD101

C-101

DEMOLITION PLAN

COVER SHEET

CIVIL SITE PLAN

C-50107

CIVIL DETAILS 1

C-50208

CIVIL DETAILS 2

CIVIL UTILITIES

G-00202

GENERAL NOTES

V-10103

EXISTING CONDITIONS

GEOTECH

B-10104

GEOTECHNICAL BORINGS REPORT

CG10109

GRADING PLAN

CG501

PERVIOUS PAVER DETAILS 1

CG502

PERVIOUS PAVER DETAILS 2

EC102

EC103

EROSION AND SEDIMENT CONTROL PLAN - PHASE II

POST CONSTRUCTION DRAINAGE AREAS PLAN

EC50116

EROSION AND SEDIMENT CONTROL DETAILS 1

EC50217

EROSION AND SEDIMENT CONTROL DETAILS 2

ELECTRICAL

CU10118

UTILITIES ADJUSTMENTS AND CONSTRUCTION PLAN

SCALE: NTS

PROJECT LOCATION MAP

Scale: NTS

VICINITY MAP

E-001

E-101

ELECTRICAL COVER SHEET

ELECTRICAL - SITE PLAN

E-10222

ELECTRICAL - PHOTOMETRIC PLAN

CG102

SITE BMP AND STORMWATER NETWORK PLAN

EROSION

EC10113 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

MARKINGS

CP10119

SITE MARKING AND SIGNAGE PLAN

APPROVAL SIGNATURES:

COR - ILSM & ICRA DATE:

REVIEWED: AFGE DATE:

REVIEWED: NAGE DATE:

APPROVED: INFECTION CONTROL DATE:

APPROVED: CONSTRUCTION SAFETY MANAGER DATE:

APPROVED: SAFETY MANAGER DATE:

APPROVED: INDUSTRIAL HYGIENEST DATE:

APPROVED: FIRE INSPECTOR DATE:

APPROVED: SUPERVISORY FACILITIES OPERATIONS SPECIALIST DATE:

APPROVED: CHIEF, POLICE & SECURITY DATE:

APPROVED: PHYSICAL SECURITY SPECIALIST DATE:

APPROVED: OFFICE OF INFORMATION & TECHNOLOGY DATE:

APPROVED: WOMEN'S VETERAN PROGRAM MANAGER DATE:

APPROVED: CONTRACTING DATE:

APPROVED: PATIENT SAFETY MANAGER DATE:

APPROVED: HAMPTON ENERGY MANAGER DATE:

APPROVED: SUPERVISORY PROJECT ENGINEER DATE:

APPROVED: ASSISTANT CHIEF, ENGINEERING DATE:

APPROVED: CHIEF, ENGINEERING DATE:

APPROVED: ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES DATE:

APPROVED: CHIEF OF STAFF DATE:

APPROVED: ASSOCIATE DIRECTOR FOR OPERATIONS DATE:

APPROVED: EXECUTIVE DIRECTOR, HAMPTON VA MEDICAL CENTER DATE:

BID SCHEDULE:

AutoCAD SHX Text

SLATE

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SURFACE

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SLATE

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FOUNDER'S

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MONUMENT

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SAP

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SAPLING

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ASPHALT SURFACE

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BRICK SURFACE

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BRICK SURFACE

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FRANKLIN BLVD.

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FRANKLIN BLVD.

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ASPHALT SURFACE

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EXPAND SCI, PHASE II (CURRENTLY UNDER CONSTRUCTION)

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EHH

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EXIST. CONC. RAMP

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EXIST.

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YELLOW

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LINE

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LINES

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PAINTED

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EXIST.

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EXIST.

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YELLOW

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STRIPE

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EXIST.

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SIGN

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EXIST. SHRUBS (TYP.)

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E.E.VLT.

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EXIST.

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PLANT

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BED

AutoCAD SHX Text

EXIST.

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PLANT

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BED

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EXIST.

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BRICK

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WALK

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EXIST.

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PLANT

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BED

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RIM=9.67

AutoCAD SHX Text F

AutoCAD SHX Text

EXIST. PLANTING BED

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ACC

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RAMPS

AutoCAD SHX Text 6' C.L.F.

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GENERATOR

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ACC

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20" CRAPE MYRTLE

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30" OAK

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36" OAK

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UGE

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GRAVEL

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NO PARKING FIRE LANE

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48" CHAIN LINK

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GRAVEL PARKING AREA

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SIGN

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SIGN

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SIGN

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CONC. RAMP

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18"MAPLE

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4"CREPE

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MYRTLE

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4"CREPE

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MYRTLE

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SIGN(2)

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INV= 2.71

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RIM= 10.89

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ELEC MH

AutoCAD SHX Text 148T

AutoCAD SHX Text

AutoCAD SHX Text 138A

AutoCAD SHX Text

AutoCAD SHX Text 110A

AutoCAD SHX Text 137C

AutoCAD SHX Text 137B

AutoCAD SHX Text 137A

AutoCAD SHX Text

AutoCAD SHX Text 148B

AutoCAD SHX Text 148S

AutoCAD SHX Text 148A

AutoCAD SHX Text 148D

AutoCAD SHX Text 148C

AutoCAD SHX Text

AutoCAD SHX Text 173A

AutoCAD SHX Text

AutoCAD SHX Text 110B

AutoCAD SHX Text 110C

AutoCAD SHX Text

AutoCAD SHX Text 13W

AutoCAD SHX Text 27A

AutoCAD SHX Text 27B

AutoCAD SHX Text

ASPHALT

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PARKING LOT

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5' CONC. SIDEWALK

AutoCAD SHX Text

5' CONC. SIDEWALK

AutoCAD SHX Text

AVERILL AVENUE

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HARRIS AVENUE

AutoCAD SHX Text

BLACK AVENUE

AutoCAD SHX Text

HARRIS AVENUE

AutoCAD SHX Text

HARRIS AVENUE

AutoCAD SHX Text

HARRIS AVENUE

AutoCAD SHX Text

5' CONC. SIDEWALK

AutoCAD SHX Text

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

HJM

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JTK

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text G-001

AutoCAD SHX Text A. BID ITEM #1 - BASE BID: WORK INCLUDES ALL LABOR, MATERIAL, BID ITEM #1 - BASE BID: WORK INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO COMPLETE ALL WORK FOR THE ENTIRE PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS, INCLUDING DEMOLITION, GRUBBING AND SOIL REMOVAL, ADJUSTMENTS TO EXISTING UTILITIES, GRADING, SITE ALTERATIONS, AND GENERAL CONSTRUCTION OF ROADS, WALKS, CURBS AND GUTTER, STORMWATER STRUCTURES AND PIPE, DRAINAGE, PERMEABLE PAVERS AND STORMWATER MANAGEMENT SYSTEMS, NECESSARY REMOVAL AND DEMOLITION OF EXISTING, RELOCATION AND STORAGE, PAVEMENT MARKING, SIGNAGE, PAINTING, AND ALL OTHER ITEMS SHOWN ON THE CONTRACT DOCUMENTS. (TIME & COST) B. BID ITEM #2 - BID DEDUCT NO. 1: CONTRACTOR SHALL PERFORM ALL BID ITEM #2 - BID DEDUCT NO. 1: CONTRACTOR SHALL PERFORM ALL WORK AS DESCRIBED IN THE BASE BID EXCEPT DEDUCT CONSTRUCTION OF 15 PERMEABLE PARKING STALLS ALONG HARRIS AVENUE. DEDUCT TO INCLUDE GRADING, DEMOLITION AND CONSTRUCTION OF NEW CURB AND GUTTER, ASPHALT, AND BOLLARDS AT THE PARKING STALLS. ALL OTHER WORK IN THE BID DEDUCT AREA NECESSARY TO COMPLETE THE REMAINDER OF THE PROJECT BASE BID AS DESIGNED, INCLUDING UTILITIES AND STORMWATER CONNECTIONS SHALL STILL BE PERFORMED BY THE CONTRACTOR. (TIME & COST)

TEMPORARY EROSION CONTROL MEASURES

LIMITS OF CONSTRUCTION (TOTAL AREA = 1.08 AC)

LIMITS OF DISTURBANCE (TOTAL AREA = 0.927 AC)

SILT FENCE

STORM DRAIN INLET PROTECTION

DIRECTION OF FLOW

TEMPORARY CONSTRUCTION

ENTRANCE WITH FILTER FABRIC

EROSION CONTROL MEASURE (TYP.)

SEDIMENT TRAP

DRAINAGE AREA

INDICATES AREAS OF DEMOLITION

INDICATES AREAS WHERE ITEMS ARE TO

BE REMOVED AND STORED ELSEWHERE

PROPOSED

PROPOSED CONTOURS

SPOT ELEVATION

SLOPE ARROW

NORTHING/EASTING POINT

UTILITIES

WATER LINE

STORM WATER LINE

BMP UNDERDRAIN

BMP CLEANOUT

YARD HYDRANT

STORMWATER STRUCTURE

SITE LEGEND

HATCH TYPES

CONCRETE PAVEMENT

ASPHALT PAVEMENT

PERVIOUS PAVERS

(-)1.23%

4.0

EC TYP

1.23

LOD

TOPOGRAPHY/GRADING

RELOCATED

COVERED

PAVILLION

D N

SEW

ELL

AVENUE

O N

FRANKLIN BOULEVARD

AVEN

M cC

LELLAN

AVERILL AVENUE

BOULE

VARD

MARTIN L. KING JR. BOULEVARD

SHORE ROAD

HARRIS

AVENUE

HARRIS

FRANKLIN BOULEVARD

CONTRACTOR'S STAGING AREA

MALLORY STREET

JONES CREEK

SALVAGE YARD

G R

D R

G R

D R

G R

R O

AVENUE

9 9

11 124

PARKING

STALLS

VDOT CG-13

ENTRANCE

VDOT CG-13

ENTRANCE

POT Sta. 50+00.00

50+00

51+00

PC Sta. 51+25.70

52+00

S ta . 5

PI 51+76.90

53+00

54+00

55+00

56+00

57+00

58+00

S ta . 5

59+00

S ta . 5

60+00

61+00

62+00

63+00

64+00

St a.

65+00

S ta

. 6 5+

PARKING LOT A

PARKING LOT B

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

BID DOCUMENTSOffice 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

CONSTRUCT ADDITIONAL

PARKING

HAMPTON VAMC - HAMPTON, VA

590-20-103

N/A

12/15/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.:

0413000750 Exp. Date: 12/31/2021

BID DOCUMENTS

12/15/2021

PROJECT DESCRIPTION:

THE CONSTRUCT ADDITIONAL PARKING PROJECT INVOLVES THE CONSTRUCTION OF TWO (2)

NEW PERVIOUS PAVER PARKING LOTS, ASPHALT ROADWAY, STORMWATER, SITE LIGHTING, AND

OTHER IMPROVEMENTS/UTILITIES ADJUSTMENTS.

THIS WILL REQUIRE INSTALLING EROSION CONTROL MEASURES, THE DEMOLITION OF EXISTING

FEATURES, GRADING THE SITE, CONSTRUCTION OF NEW STORMWATER FACILITIES AND

PERVIOUS PAVER PARKING LOTS, NEW UTILITIES, CONCRETE CURB AND GUTTER, AND ASPHALT

ROADWAY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE

THE PROJECT AS DESIGNED. CONTRACTOR SHALL COORDINATE ANY UTILITIES OUTAGES WITH

THE OWNER.

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SCHEDULE ALL ON-SITE INSPECTIONS

WITH THE PROJECT COR.

2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (UBC), PLUMBING, ELECTRICAL

CODES, & VA STANDARDS.

3. CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY

CODES AND REGULATIONS AT ALL TIMES.

4. ALL WORK SHALL BE PER VA AND PLAN SPECIFICATIONS AND DETAILS. SHOULD WORK

DEVIATE OR CHANGES BE NECESSITATED, CONTACT THE COR IMMEDIATELY.

5. PROVIDE FINISH QUALITY REPAIR AS A RESULT OF ALL DEMOLITION.

6. SUBMITTALS AND COR APPROVAL REQUIRED ON ALL NEW MATERIALS.

7. VA HAS DEDICATED CONTRACTOR LAYDOWN YARDS ON SITE. CONTRACTOR TO CONTACT

VA FOR LOCATION PRIOR TO START OF CONSTRUCTION FOR ACCESS TO CONTRACTOR

LAYDOWN YARDS. LOCATIONS IN YARDS ARE ASSIGNED BY THE VA.CONTRACTOR STAGING

AND ACCESS SHALL BE FINALIZED AT THE PRE-CONSTRUCTION MEETING.

8. ALL WORK SHALL BE PERFORMED BY CRAFTSMEN WHO ARE JOURNEYMEN OF THE TRADE

IN WHICH THEY ARE PERFORMING WORK.

9. CONTRACTOR SUPERINTENDENT SHALL REPORT TO THE PROJECT COR EACH MORNING

BEFORE WORK BEGINS, AT WHICH TIME THE DAILY SCHEDULE SHALL BE DISCUSSED.

10. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY FASHION AT ALL

TIMES. WALKWAYS SHALL BE KEPT CLEAR OF ALL DEBRIS AND OBSTRUCTIONS TO ALLOW

SAFE PASSAGE FOR EMPLOYEES, PATIENTS, VISITORS AND WORKERS. DISPOSE OF ALL

TRASH AND DISCARDED MATERIALS, AND MAINTAIN STORAGE ONLY WITHIN THE CONFINES

OF THE JOB SITE OR OTHER APPROVED AREAS.

11. ALL TRASH SHALL BE CORRECTLY DISPOSED OF IN BINS OR DUMPSTERS.

12. ANY WASTE MATERIALS ENCOUNTERED IN THE PROJECT SHALL BE LEGALLY DISPOSED OF

BY THE CONTRACTOR.

13. ANY WASTE PRODUCED DURING CONSTRUCTION SHALL BE DISPOSED OF PROPERLY.

LITTER AND GARBAGE SHALL NEVER BE LEFT ANYWHERE EXCEPT IN A RUBBISH BIN,

DUMPSTER, OR OTHER APPROVED LOCATION. TRASH SHALL NOT BE BURIED ON SITE OR

LEFT IN TRENCHES. SITE SHALL BE CLEANED AND FREE OF TRASH AT END OF EACH

WORKING DAY.

14. WALKWAYS TO BE KEPT OPEN DURING CONSTRUCTION ARE MARKED ON PLANS. THESE

ARE TO BE MADE PASSABLE BY LEAVING EXISTING PAVING IN PLACE, USING GRAVEL TO

CREATE A WALKWAY DURING CONSTRUCTION, AND SHALL ONLY BE CLOSED TO PUBLIC

USE FOR THE MINIMUM AMOUNT OF TIME NEEDED TO DEMOLISH EXISTING PAVING, AND

COMPLETE CURB, SIDEWALK, AND ASPHALT PLACEMENT AND CURING.

15. ALL DAMAGES INCURRED TO ADJACENT AREAS SHALL BE REPAIRED AND RESTORED TO

ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE VA.

16. ALL MATERIALS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR, TO BE

DISPOSED OF OFF-SITE, UNLESS SCHEDULED TO BE REINSTALLED OR TURNED OVER TO

THE VA.

17. CONTRACTOR SUPERINTENDENT SHALL CARRY A PHONE AT ALL TIMES. FURNISH NUMBERS

TO THE PROJECT COR UPON CONTRACT AWARD.

18. CONTRACTOR SHALL SCHEDULE ALL UTILITY INTERRUPTIONS WITH THE PROJECT COR AT

LEAST FOURTEEN (14) DAYS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE OVERTIME

WORK FOR ALL TRADES INVOLVED, AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE VA.

19. ANY MANUFACTURER'S TRADE NAMES USED TO HEREIN IDENTIFY A MINIMUM STANDARD &

NOT A PRODUCT ENDORSEMENT. SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER AND HIS/HER REPRESENTATIVE, OTHER PRODUCTS SHALL BE CONSIDERED,

PROVIDED THEY ARE EQUIVALENT TO THESE STANDARDS AND MEET THE REQUIREMENTS

OF THE VA TECHNICAL SPECIFICATIONS AND DRAWINGS.

20. ALL UTILITIES LOCATIONS SHALL BE CONFIRMED AND MARKED BY THE CONTRACTOR.

21. CALL BEFORE YOU DIG. USE 811 AND UTILITIES LOCATE IN CONJUNCTION WITH PLANS TO

DETERMINE SUBSURFACE UTILITIES LOCATION. USE CAUTION. WHEN DIGGING. THE SAFETY

OF CONSTRUCTION WORKERS, THE HOSPITAL STAFF, AND PATIENTS OF THE HOSPITAL ARE

PARAMOUNT. WHEN IN DOUBT, STOP, CALL, AND VERIFY.

22. WHEN DELIVERIES OF MATERIALS AND EQUIPMENT REQUIRE USE OF INTERNAL VA ROADS,

CONTACT THE COR TO COORDINATE DELIVERY TIMES, AND EQUIPMENT ACCESS ROUTES

ON THE CAMPUS TO MINIMIZE DISRUPTION TO THE NORMAL OPERATIONS OF THE

HOSPITAL.

23. CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY UNEXPECTED CONDITIONS ON

SITE.

ABBREVIATIONS

BMP - BEST MANAGEMENT PRACTICE

BOC - BACK OF CURB

C.O. - CLEANOUT

CLF - CHAIN LINK FENCE

EF - EACH FACE

EOP - EDGE OF PAVEMENT

EW - EACH WAY

FFE - FINISHED FLOOR ELEVATION

FL - FLOWLINE

FT - FEET

FND. - FOUNDATION

M.H. - MANHOLE

RCP - REINFORCED CONCRETE PIPE

SF - SQUARE FEET

CY - CUBIC YARDS

(TBR) - TO BE REMOVED

PRE-CONSTRUCTION RISK ASSESSMENT/EVALUATION

FIRE SAFETY NOTES:

1. ALL FIRE HYDRANTS SHALL BE INSPECTED AND TESTED AT THE COMPLETION OF

CONSTRUCTION AT NO ADDITIONAL COST TO THE VA TO ENSURE THAT NO INADVERTENT

DAMAGE HAS OCCURRED TO THEM OR THEIR SUPPLY PIPING DURING CONSTRUCTION.

EROSION CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE

CHECKED FOR STABILITY AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS

AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER OF A INCH (DURING A 24-HOUR

PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE

FAILURE

2. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF LEAVES THE

CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER SYSTEMS, BMP, OR

WETLAND. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE, OR

INTO THE STORMWATER SYSTEM, BMP, OR WETLAND.

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT

0.5 FT DEEP AT THE FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO

MAINTAIN THE BARRIER.

4. TEMPORARY SEEDING MEASURES TAKEN TO STABILIZE THE SITE SHALL BE

APPROPRIATELY MAINTAINED, INCLUDING CUTTING AND FERTILIZING.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED AS

SPECIFIED TO MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. ALL TEMPORARY DIVERSIONS SHALL BE MAINTAINED AND RESHAPED WHEN REQUIRED AS

THE GRADE OF SITE CHANGES TO MAINTAIN FUNCTIONALITY, OR WHEN DAMAGED DURING

CONSTRUCTION.

7. ALL STORMWATER INLETS AND INLET PROTECTION ARE TO BE KEPT CLEAR OF DEBRIS, OR

SEDIMENT SHOULD ANY ACCUMULATE.

8. WHEN SILT FENCE ARE DAMAGED, CORRECTIVE ACTION SHALL BE TAKEN IMMEDIATELY TO

RECONSTRUCT AND RESTORE THE SILT FENCE. AT NO POINT SHALL SILT FENCE BE LEFT

DAMAGED OR NON FUNCTIONAL ON THE SITE DUE TO INSUFFICIENT

MAINTENANCE/CORRECTIVE MEASURES.

9. ROADS ARE TO BE KEPT CLEAR OF DEBRIS OR SEDIMENT.

10. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED TO ENSURE CONTINUED

FUNCTIONALITY THROUGHOUT THE PROJECT.

11. RECORDS SHALL BE KEPT OF ALL INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY

THE CONTRACTOR.

LEGEND:SITE FLOOD MAP INFORMATION:

1. SITE IS PART OF HAMPTON VA MEDICAL CENTER: 100 EMANCIPATION DRIVE, HAMPTON,

VIRGINIA 23667.

2. PROJECT LOCATION ON FEMA FIRM MAP: 5155270026H

3. DATE MAP WAS APPROVED FOR USE: 05/16/2016

4. DATE MAP WAS ACCESSED: 07/08/2021

5. PROJECT SITE IS LOCATED IN A SPECIAL FLOOD HAZARD AREAS:

5.1. ZONE AE (EL. 8)

5.2. ZONE AE (EL. 7).

CONTRACTOR LAYDOWN YARD

HAMPTON RIVER

JAMES RIVER

SCALE: 1" = 250'2 VICINITY MAP

HAMPTON VA MEDICAL CENTER CONSTRUCTION RISK ASSESSMENT/EVALUATION

PROJECT NAME: CONSTRUCT ADDITIONAL PARKING ASSESSMENT DATE: 16-AUG-2021

EXPECTED IMPACTS PLANS/MEASURES TO ADDRESS IMPACTS

PROJECT LOCATION: HAMPTON VAMC

RISK ASSESSMENT REQUIRED BASED ON VICINITY

OF PATIENT CARE AREAS?

Y N

SUBJECT TO CHANGE DURING CONSTRUCTION PHASE: N/A

PPD/TB RISK ASSESSMENT COMPLETED: N/A

NON-PATIENT CARE AREA NO TB SCREENING: N/A