Attachment C - Bid Drawings.pdf

PDF 23 MB Posted Jun 12, 2025

Attached to: Y1ND--Sanitary Sewer Construction Federal contract opportunity
Solicitation number: 36C24625B0025
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24625B0025 0003.docx	DOCX document	Jul 10, 2025
MH2 INTERIOR.jpg	JPG image	Jul 10, 2025
MH25 INVERT.jpg	JPG image	Jul 10, 2025
Geotechnical Report 3 of 3.pdf	PDF	Jul 7, 2025
Geotechnical Report 2 of 3.pdf	PDF	Jul 7, 2025
Geotechnical Borings Report.pdf	PDF	Jul 7, 2025
36C24625B0025 0002.docx	DOCX document	Jul 7, 2025
Geotechnical Report 1 of 3.pdf	PDF	Jul 7, 2025
36C24625B0025_1 - page numbers corrected.docx	DOCX document	Jun 24, 2025
Site.Visit.Log.06.24.2025.pdf	PDF	Jun 24, 2025
36C24625B0025 0001.docx	DOCX document	Jun 24, 2025
Attachment A - Wage Determination va198.txt	TXT text file	Jun 12, 2025
Attachment B - Bid Specifications.pdf	PDF	Jun 12, 2025
Attachment D - Site Visit.docx	DOCX document	Jun 12, 2025
36C24625B0025_1.docx	DOCX document	Jun 12, 2025

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PROJECT

LOCATION

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

HAMPTON VA MEDICAL CENTER

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

VA CONTRACT NUMBER 36C24623C0014

CITY OF HAMPTON, COMMONWEALTH OF VIRGINIA

VICINITY MAP

U.S. Department of Veterans AffairsVA

0' 2000' 4000' 6000'

SURVEY NOTES:

1. EXISTING TOPOGRAPHIC CONDITIONS ON THIS PLAN HAVE BEEN ESTABLISHED THROUGH FIELD SURVEY AND REMOTE SENSING BY HONOR ENGINEER CO. PERFORMED NOVEMBER 3, 2021

THROUGH FEBRUARY 18, 2022, AND SUPPLEMENTED FROM APRIL 8TH TO APRIL 11TH 2024.

2. THIS SURVEY HORIZONTALLY REFERENCES THE NORTH AMERICAN DATUM OF 1983 (NAD 83-2011)(EPOCH:2010:0000) VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (4502) GRID, ESTABLISHED VIA OPUS.

3. CONTOURS ARE SHOWN AT 1' INTERVALS FROM REMOTE SENSING SURVEY & SUPPLEMENTED BY FIELD SURVEY. THE VERTICAL DATUM REFERENCED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED VIA OPUS. ADDITIONALLY, NGS PASSIVE BENCH MARKS "F 312" AND "D 312" WERE LOCATED AS VERTICAL VERIFICATION.

4. ROAD RIGHTS-OF-WAY HAVE BEEN ESTABLISHED FROM INFORMATION PROVIDED BY VIRGINIA DEPARTMENT OF TRANSPORTATION AND OTHER PLANS OF RECORD.

5. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY BE SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS, EITHER RECORDED OR UNRECORDED. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE OTHER THAN WHAT IS SHOWN ON THIS PLAN.

6. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE GROUND FEATURES, FIELD OBSERVATIONS/SURVEY, AND RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES.

LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND

DEPTH OF ALL UTILITY LINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

7. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE A COMPILATION OF ACTUAL FIELD LOCATIONS AND DATA FURNISHED FROM INFORMATION SUPPLIED BY OTHERS. A VA811 MISS UTILITY NOTIFICATION WAS PERFORMED PRIOR TO FIELD SURVEYING, NO UTILITY FIELD MARKINGS WERE PRESENT AS A RESULT OF TICKET A200501741-00A HONOR ENGINEER CO. ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF ANY UNDERGROUND UTILITIES AS DEPICTED ON THIS DRAWING. ANY REQUESTS FOR ADDITIONAL UNDERGROUND UTILITY INFORMATION SHOULD BE

DIRECTED TO THAT RESPECTIVE UTILITY COMPANY.

8. DURING THE PERFORMANCE OF THE PHOTOGRAMMETRIC, REMOTE SENSING AND SUPPLEMENTAL CONVENTIONAL SURVEY, SEVERAL AREAS WITHIN THE FACILITY WERE UNDER CONSTRUCTION, BEING UTILIZED AS STAGING OR MATERIALS STORAGE AND RESTRICTED OR OBSTRUCTED. FACILITIES, INFRASTRUCTURE AND MAPPING WITHIN THESE AREAS ARE SUBJECT TO THOSE

ACTIVITIES, RESTRICTIONS AND OBSTRUCTIONS.

9. DURING THE PERFORMANCE OF THE SURVEY PERSONNEL WERE RESTRICTED FROM ACCESS, INTERNAL TO BUILDINGS, COURTYARDS AND OTHER AREAS THAT REQUIRED INGRESS OR EGRESS THROUGH BUILDINGS. FACILITIES, INFRASTRUCTURE AND MAPPING WITHIN THESE AREAS IS SUBJECT TO THOSE RESTRICTIONS.

10. PARKING INFORMATION:

10.1. 1,755 STANDARD PARKING SPACES

10.2. 137 ACCESSIBLE PARKING SPACES

10.3. 1,892 TOTAL PARKING SPACES

11. PORTIONS OF THE PROJECT AREA EXIST WITHIN THE VE, AE, AND X FLOOD ZONES PER THE FLOOD INSURANCE RATE MAP (FIRM) FOR THE CITY OF HAMPTON, VIRGINIA. MAP NUMBER

5155270026H, REVISED MAY 16, 2016, PANEL NUMBER 0026H.

12. THE PROJECT AREA EXISTS WITHIN THE HUC-12 020802080303 FRONTAL HAMPTON ROADS-HAMPTON RIVER WATERSHED PER THE VIRGINIA HYDROLOGIC UNIT EXPLORER DEPARTMENT OF

CONSERVATION AND RECREATION WEBSITE.

13. SITE ADDRESS: 100 EMANCIPATION DRIVE, HAMPTON, VA 23667

14. ALL DIMENSION SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE ENGINEER.

DRAWING INDEX

GI001

COVER SHEET

DWG 1 OF 28

PROJECT DATA

DESCRIPTION:

SANITARY SEWER SYSTEM SURVEY & REPAIRS PROJECT TO ADDRESS AND REDUCE INFILTRATION/INFLOW IN THE HAMPTON VETERAN AFFAIRS MEDICAL CENTER (HVAMC) SEWER SYSTEM. THIS PROJECT IS COMPLETED UNDER THE I/I ORDER BETWEEN HVAMC AND HAMPTON ROADS SANITATION DISTRICT (HRSD).

PERTINENT PREVIOUS STUDIES:

1. HYDROSTRUCTURES, HVAMC MILESTONE 6 - SSES PLAN, DECEMBER 2020.

2. HYDROSTRUCTURES, HVAMC MILESTONE 8 CONDITION ASSESSMENT REPORT & REHABILITATION PLAN, FEBRUARY 2022

DESIGN CONDITIONS (SOURCE HYDROSTRUCTURES, 2020):

HYDRAULIC FLOW MODEL RESULTS:

· ESTIMATED 10-YEAR PEAK HOUR FLOW RECURRENCE = 1,268.5 GPM

· ANNUAL AVERAGE FLOW (AAF), BASED ON 11/5/18 THROUGH 10/6/19 = 86.8 GPM

· 6 X AAF = 520.8 GPM

· PEAK FLOW COMMITMENT (WITH 10-YEAR PEAK HOUR FLOW RECURRENCE > 6 X AAF): 1,268.5 GPM - [(1,268.5 GPM - 86.8 GPM) X 60%] = 559.5 GPM

EXISTING UTILITIES:

1. CHT486 = HAMPTON CITY-TRAFFIC (HMP)

2. COH425 = HAMPTON CITY-SEWER (HMP)

3. DOM409 = DOMINION EAST DISTRIBUTIO(DOM)

4. HRSD80 = HAMPTON ROADS SEWER (HRS)

5. LMS578 = LUMOS DBA SEGRA (LMS)

6. NPN076 = NEWPORT NEWS CITY-WATER (NPN)

7. VNG115 = VIRGINIA NATURAL GAS (VNG)

8. VZN757 = VERIZON (VZN)

UTILITY RESPONSE FROM TICKET A200501741-00A:

1. HMP HAMPTON CITY-TRAFFIC (CHT486) 01/07/22 08:19 AM 30

1.1. NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

1.2. FIELD CONTACT: STEVE MANAGO (757)846-3280

1.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (757)846-3280

2. HMP HAMPTON CITY-SEWER (COH425) 01/05/22 02:38 PM 32

2.1. NO CONFLICT; PRIVATELY OWNED UTILITY ON PROPERTY.

CONTACT PRIVATE

2.2. UTILITY OWNER FOR LOCATE.

2.3. FIELD CONTACT: DAVID WHITLEY (757)726-2985

2.4. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (757)727-8311

3. DOM DOMINION EAST DISTRIBUTIO (DOM409) 01/07/22 04:35 PM 30

3.1. NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

3.2. FIELD CONTACT: UTILIQUEST (804)286-1721

3.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (866)366-4357

4. HRS HAMPTON ROADS SEWER (HRSD80) 01/06/22 02:42 PM 30

4.1. NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

4.2. FIELD CONTACT: RAY FIEDLER (757)284-9705

4.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (757)874-3979

5. LMS LUMOS DBA SEGRA (LMS578) 01/06/22 07:48 AM 30

5.1. NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

5.2. FIELD CONTACT: STAKE CENTER LOCATING (801)364-1063

5.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930

6. NPN NEWPORT NEWS CITY-WATER (NPN076) 01/06/22 08:39 AM 96

6.1. NO RESPONSE REQUIRED FROM THIS TERMINAL

6.2. FIELD CONTACT: THERESA BARKA (757)234-4892

6.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (757)234-4800

7. VNG VIRGINIA NATURAL GAS (VNG115) 01/07/22 01:10 PM 50

7.1. INSTALLATION RECORDS, MAPS OR OTHER DOCUMENTS HAVE

BEEN PROVIDED

7.2. FIELD CONTACT: LISA OLSON (757)951-7211

7.3. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)572-3342

8. VZN VERIZON (VZN757) 01/07/22 04:35 PM 30

8.1. NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA.

8.2. FIELD CONTACT: UTILIQUEST (757)315-8119

9. IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)483-1233

EXISTING UTILITY RESPONSE INFORMATION

ZONING INFORMATION

R-13 DISTRICT - ONE FAMILY RESIDENTIAL WITHIN THE INTENSELY DEVELOPED AREA & RESOURCE MANAGEMENT OVERLAY

· MAXIMUM BUILDING HEIGHT = 35'

· MINIMUM LOT AREA = 12,000 S.F. WITH A MINIMUM FRONTAGE OF 80'

· MINIMUM DWELLING AREA = 2,000 S.F

· MINIMUM BUILDING SETBACK REGULATIONS:

· FRONT YARD = 30' MINIMUM & 60' MAXIMUM

· SIDE YARD = 25% OF THE LOT WIDTH (BOTH SIDES TOTAL)

· REAR YARD = 20' MINIMUM & 35' MAXIMUM

*NOTE:SPECIAL EXCEPTIONS MAY APPLY, REFER TO THE CITY OF HAMPTON ZONING ORDINANCE FOR COMPLETE INFORMATION REGARDING SPECIAL CASES AND EXISTING NONCONFORMITY.

SHEET

NO. DWG NO. DRAWING TITLE

1 GI001 Cover Sheet

2 GI002 Key Map / Manhole Location Plan

3 GI003 Existing Conditions Plan

4 GI004 General Notes

5 RP001 Repair Location Plan

6 PP001-E Plan & Profile

7 PP001-P Plan & Profile

8 PP002 Plan & Profile

9 PP003 Plan & Profile

10 PP004 Plan & Profile

11 PP005 Plan & Profile

12 PP006 Plan & Profile

13 PP007 Plan & Profile

14 PP008 Plan & Profile

15 PP009 Plan & Profile

16 PP010 Plan & Profile

17 PP011 Plan & Profile

18 PP012 Plan & Profile

19 PP013 Plan & Profile

20 RD001 Repair Details & Methods I

21 RD002 Repair Details & Methods II

22 RD003 Repair Details & Methods III

23 ES000 DEQ Plan Checklist

24 ES001 E&S Control Notes

25 ES002 E&S Control Plan with Restoration

26 ES003 E&S Control Details

27 TP001 Traffic Control Plan I

28 TP002 Traffic Control Plan II

APPROVAL SIGNATURES

COR - ILSM & ICRA COMPLETED 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: SAFE PATIENT HANDLING AND MOBILITY FACILITY COORDINATOR 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:

APPROVED: ENVIRONMENTAL MANAGEMENT SERVICE DATE:

3/25/2025 lup80795 April 10

HARRIS AVENUE

AVERILL AVENUE AM

HARRIS AVENUE

JONES CREEK

SHORE DRIVE

FRANKLIN BOULEVARD

AVERILL AVENUE

M C

N U

BLACK AVENUE

HARRIS AVE.

SEW

EL AVENUE

O N

B O

MARTIN LUTHER KING JR. BOULEVARD

SOUTH MALLORY STREET

STR

BER

Y BAN

LEVAR

TIN

KIN

. BO

LEVAR

B O

SEWEL AVENUE

SANITARY

SEWER

PUMP

BASEMENT

INFERRED PIPE

'S C

HAMPTON ROADS HARBOR

N C

EXISTING PUMP

STATION #211

INFERRED 8" CIP

SANITARY

LATERAL

INFERRED SANITARY

SEWER PIPE

DROP TEE

SANITARY PUMP

MH 14

MH 13

MH 12

MH 58

MH 15

MH19

MH 20

MH 21

MH 23

MH 24

MH 32

MH 34

MH 35

MH 36

MH 37

MH 49

MH 53

MH 55

MH 54

MH 63

MH 64

MH 66

MH 67

MH 70

MH 72

MH 73

MH 56

MH 57

MH 60

MH 33

MH 42

MH 46

MH 71

MH 22

MH 8

MH 7

MH 2

MH-NG-211-15345

MH 31

MH 52

MH 59

MH 61

MH 62

MH 16

MH 17

MH 3

MH4

MH 5

MH 6

MH 25

MH 38

MH 69

MH 65

MH 9

MH 50

MH 44

MH 40

MH 63A

SANITARY PUMP SANITARY PUMP

MH 11

7-9

10-11

13-W

138-A

137-B

137-C

110-B

110-A

110135

113-A

146-B

146-A

148-T

148-A

148-S

148-C44

173-A

148-D

148-B

137-A

137-D

110-C

110-D

PP001-E

PP010

PP001-E

PP011

PP002

PP009

PP002

PP003

PP012

PP004

PP007

PP006

PP005

PP008

PP001-P

PP013-P

0+00

1+00

2+00

37+58

31+29 32+00 33+00 34+00

35+00 36+00

37+00

4+69

0+00

4+00

10+00

11+00

11+95

10+00

11+00

2+45

0+00 1+00

2+00

10+00

11+00

12+00

13+00

14+00

10+00

15+00

16+00

17+00

29+49

14+57 15+00

16+00

17+00

20+00

21+00 22+00

23+00 24+00 25+00 26+00 27+00

10+00

DEMOLISHED

52T

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

GI002

DWG 2 OF 28

KEY MAP/MANHOLE

LOCATION PLAN

0 100' 200'

KEY MAP/MANHOLE

LOCATION PLAN

1"=100'

LEGEND

EXISTING PLAN & PROFILE ALIGNMENT

EXISTING SANITARY MANHOLE

EXISTING FORCEMAIN

EXISTING FORCEMAIN MANHOLE

EXISTING GREASE TRAP

INFERRED SANITARY SEWER PIPE

EXISTING SANITARY SEWER

APPROXIMATE PARKING LOT LOCATION BASED UPON

VAMC PROJECT NO. 590-20-103 RECORD DRAWINGS,

NOT SURVEYED

PROPOSED PLAN & PROFILE ALIGNMENT

NO. DESCRIPTION

7-9 ENGINEER SHOPS

110-D MECHANICAL BUILDING

10-11 ENGINEER SHOPS

113-A 113-A

13-W WOMEN'S CLINIC

113 HEMODIALYSIS

14 OEF/OIF

114 PALLIATIVE CARE

15 BOILER PLANT

116 NUTRITION & FOOD PRODUCTION SERVICE

17 CANTEEN

135 EXEC. OFFICES/BUSINESS FINANCE

18 STORAGE

136 TESTILE OPERATIONS

27 SERVICE & ELECTRIC SHOP

137-A MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

28 MECHANICAL SHOP

137-B MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

31 CARPENTER SHOP

137-C MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

33 NAT.CHAPLIN SERVICE

137-D SCI DINING

35 POLICE SERVICE/ENGINEERING

138-A PSYCHIATRY WARDS

36 ENGINEERING/POLICE/SECURITY

138 MENTAL HEALTH TRAILERS

37 ENGINEERING PROJECTS

144 BEHAVIORAL HEALTH

43 IRM

146-A EXTENDED CARE/REHAB

48 CHAPEL

146-B EXTENDED CARE/REHAB

50 STORAGE

148-A DOMICILIARY

52 SALVATION ARMY

148-B DOMICILIARY

52-T 52-T

148-C DOMICILIARY

66 OUTPATIENT/HR/REG. COUNCEL/MAS

148-D DOMICILIARY

71 VOLUNTARY SVC, HUDVASH/VRT, PT RECORDS

148-S DOMICILIARY

83 AUDIO VISUAL TRAINING CENTER

148-T DOMICILIARY TREATMENT POD

110 HOSPITAL/DENTAL/SURGICAL IMAGING

169 WATER TOWER

110-A SPS, PATH & LAB, RADIOLOGY, SURG.

171 EMERGENCY CENTER

110-B EMERGENCY DEPT., PRIMARY CARE CLINICS, PHARMACY, REHAB

173 CWT & WHEELCHAIR REPAIR

110-C MRI

173-A CWT PRODUCTION

BUILDING REFERENCE KEY

3/25/2025

X X

X X X X

X X

XXX

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

XXXXXX

X X

XXXXXXXXX

XXXX

XXXXXXXXXX

XXX

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 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

XX X XX

HARRIS AVENUE

AVERILL AVENUE AM

HARRIS AVENUE

JONES CREEK

SHORE DRIVE

FRANKLIN BOULEVARD

AVERILL AVENUE

M C

N U

BLACK AVENUE

HARRIS AVE.

SEW

EL AVENUE

O N

B O

MARTIN LUTHER KING JR. BOULEVARD

SOUTH MALLORY STREET

STR

BER

Y BAN

LEVAR

TIN

KIN

. BO

LEVAR

B O

SEWEL AVENUE

SANITARY

SEWER

PUMP

BASEMENT

INFERRED PIPE

'S C

HAMPTON ROADS HARBOR

N C

EXISTING PUMP

STATION #211

INFERRED 8" CIP

SANITARY

LATERAL

INFERRED SANITARY

SEWER PIPE

DROP TEE

SANITARY PUMP

MH 14

MH 13

MH 12

MH 58

MH 15

MH19

MH 20

MH 21

MH 23

MH 24

MH 32

MH 34

MH 35

MH 36

MH 37

MH 49

MH 53

MH 55

MH 54

MH 63

MH 64

MH 66

MH 67

MH 70

MH 72

MH 73

MH 56

MH 57

MH 60

MH 33

MH 42

MH 46

MH 71

MH 22

MH 8

MH 7

MH 2

MH-NG-211-15345

MH 31

MH 52

MH 59

MH 61

MH 62

MH 16

MH 17

MH 3

MH4

MH 5

MH 6

MH 25

MH 38

MH 69

MH 65

MH 9

MH 50

MH 44

MH 40

MH 63A

SANITARY PUMP SANITARY PUMP

MH 11

7-9

10-11

13-W

138-A

137-B

137-C

110-B

110-A

110135

113-A

146-B

146-A

148-T

148-A

148-S

148-C44

173-A

148-D

148-B

137-A

137-D

110-C

110-D

0+00

1+00

2+00

37+58

31+29 32+00 33+00 34+00

35+00 36+00

37+00

4+69

0+00

4+00

10+00

11+00

11+95

10+00

11+00

10+00

11+00

12+00

13+00

14+00

10+00

15+00

16+00

17+00

29+49

14+57 15+00

16+00

17+00

20+00

21+00 22+00

23+00 24+00 25+00 26+00 27+00

DEMOLISHED

52T

SANITARY SEWER PUMP

IN BASEMENT

INFERRED PIPE

INFERRED SANITARY

SEWER PIPE

TREAT AS

SOIL TYPE 26

LOD

LODLOD

LOD

LODLOD

LOD

LOD LOD LOD

LOD

LODLO

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

GI003

EXISTING CONDITIONS PLAN

DWG 3 OF 28

GAS METER

GAS VALVE

GAS UTILITY LINE

LIGHT POLE

ELECTRIC BOX

ELECTRIC MANHOLE

SQUARE ELEC. MANHOLE

GROUND LIGHT

OVERHEAD ELEC. LINE

UNDERGROUND ELEC.

FORCE MAIN LINE

SANITARY MANHOLE

GREASE TRAP MANHOLE

FORCE MAIN LAMP HOLE

FORCE MAIN MANHOLE

SANITARY CLEANOUT

SANITARY SEWER LINE

STEAM UTILITY LINE

STEAM MANHOLE

STORM SEWER LINE

STORM DRAIN WITH METAL LID

STORM INLET WITH CURB CUT

STORM MANHOLE

STORM INLET

TYPE "C" STORM INLET

TYPE "M" STORM INLET

LAWN DRAIN

COMMUNICATIONS BOX

COM. MANHOLE

UNDERGRND TELECOM

FIRE HYDRANT

WATER METER

SPIGOT

WATER VALVE

FIRE HYDRANT - FIRE LINE

WATER MANHOLE

WATER LINE

FLAG POLE

SIGN

BOLLARD

EMERGENCY BEACON

GUY WIRE

UTILITY POLE

HANDICAP SIGN

TRAFFIC DELINEATOR POST

GENERAL POST

FENO SPIKE BENCHMARK

DRIVEN ROD BENCHMARK

DECIDUOUS TREE

CONIFEROUS TREE

SHRUBS/SMALL TREES

GAS PUMP

FUEL TANK

VENT

NO. DESCRIPTION

7-9 ENGINEER SHOPS

110-D MECHANICAL BUILDING

10-11 ENGINEER SHOPS

113-A 113-A

13-W WOMEN'S CLINIC

113 HEMODIALYSIS

14 OEF/OIF

114 PALLIATIVE CARE

15 BOILER PLANT

116 NUTRITION & FOOD PRODUCTION SERVICE

17 CANTEEN

135 EXEC. OFFICES/BUSINESS FINANCE

18 STORAGE

136 TESTILE OPERATIONS

27 SERVICE & ELECTRIC SHOP

137-A MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

28 MECHANICAL SHOP

137-B MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

31 CARPENTER SHOP

137-C MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

33 NAT.CHAPLIN SERVICE

137-D SCI DINING

35 POLICE SERVICE/ENGINEERING

138-A PSYCHIATRY WARDS

36 ENGINEERING/POLICE/SECURITY

138 MENTAL HEALTH TRAILERS

37 ENGINEERING PROJECTS

144 BEHAVIORAL HEALTH

43 IRM

146-A EXTENDED CARE/REHAB

48 CHAPEL

146-B EXTENDED CARE/REHAB

50 STORAGE

148-A DOMICILIARY

52 SALVATION ARMY

148-B DOMICILIARY

52-T 52-T (DEMOLISHED)

148-C DOMICILIARY

66 OUTPATIENT/HR/REG. COUNCEL/MAS

148-D DOMICILIARY

44 VOLUNTARY SVC, HUDVASH/VRT, PT RECORDS

148-S DOMICILIARY

83 AUDIO VISUAL TRAINING CENTER

148-T DOMICILIARY TREATMENT POD

110 HOSPITAL/DENTAL/SURGICAL IMAGING

169 WATER TOWER

110-A SPS, PATH & LAB, RADIOLOGY, SURG.

171 EMERGENCY CENTER

110-B EMERGENCY DEPT., PRIMARY CARE CLINICS, PHARMACY, REHAB

173 CWT & WHEELCHAIR REPAIR

110-C MRI

173-A CWT PRODUCTION

0 100' 200'1"=100'

BUILDING REFERENCE KEY

EXISTING CONDITIONS PLAN

EXISTING FEATURES LEGEND

INFERRED SANITARY SEWER

APPROXIMATE PARKING LOT AND FORCE MAIN

LOCATION BASED UPON VAMC PROJECT NO.

590-20-103 RECORD DRAWINGS, NOT SURVEYED

100-YEAR FLOOD PLAIN

SOIL BOUNDARY

No. Description Expected Impacts Plans/Measures to Address Impacts

1 Plumbing Outages No outages anticipated All interruptions must be coordinated with the COR two weeks in advance. Written approval from the COR is required in additional to informing all users affected by the outage

2 Mechanical Outages No outages anticipated All interruptions must be coordinated with the COR two weeks in advance. Written approval from the COR is required in additional to informing all users affected by the outage

3 Electrical Outages No outages anticipated All interruptions must be coordinated with the COR two weeks in advance. Written approval from the COR is required in additional to informing all users affected by the outage

4 Misc. Utilities Local Sewer Outage (<2-4 Hours) Construction Phase Pump Arounds

5 Fire Alarm No outages anticipated n/a

6 Vibrations Minor vibration will occur due to trench work and construction vehicle movement

Vibrations will only occur during work hours. Prior to vibration activities work will be coordinated and approved by the COR to ensure minimal interruptions

7 Dust (Infection Control)/Air Quality Minor dust may be created during construction Control dust using water or other methods as necessary

8 Noise Noise will occur at various levels Noise will only occur during work hours.

9 Equipment No outages anticipated n/a

10 Creation or Spread of Contaminates

Sewage Pumping Proper Disposal Per Applicable Local, State & Fed Regulations, All Work Being Conducted outside Away From Hospital Staff And Patients

11 Traffic Flow Patterns, Visitors, Staff, Contract Personnel

Localized Temporary Disruption Localized Traffic Control is required in all areas where work impedes upon normal traffic operations

12 Limits of Construction, Barrier Location

Work area will have fencing and barricades to separate work area from typical VAMC operations

All affected staff will be notified and signs noting construction zone will be placed where applicable

13 HVAMC Annual TB Risk Assessment Level is Low

Project Location: Hampton VAMC Risk Assessment Required Based on Vicinity of Patient Care Areas? (Y/N)

"Subject to Change During Construction Phase:

PPD/TB Risk Assessment Completed: (Y/N) Non-Patient Care Areas No TB Screening: (Y/N)"

MH MANHOLE

CO CLEAN OUT

PVC POLYVINYL CHLORIDE

CONC CONCRETE

CIP CAST IRON PIPE

DIP DUCTILE IRON PIPE

SLCPP SMOOTH LINED CORRUGATED PIPE

CPP CORRUGATED PLASTIC PIPE

VCP VITRIFIED CLAY PIPE

FM FORCE MAIN

INV INVERT

APPROX APPROXIMATE

TYP TYPICAL

N/A INACCESSIBLE

SQ FT SQUARE FEET

RF ROOF

FH FIRE HYDRANT

WV WATER VALVE

CBOX COMMUNICATION BOX

S SOUTH

E EAST

W WEST

N NORTH

1. REFER TO SHEET GI001 SURVEY NOTES FOR IMPORTANT INFORMATION ABOUT THE BASE MAPPING PRESENTED IN

THESE DRAWINGS.

2. CONTRACTOR MUST PROVIDE UTILITY LOCATING SERVICE TO LOCATE UTILITIES ON GOVERNMENT PROPERTY

PRIOR TO BEGINNING CONSTRUCTION.

3. THE CONTRACTOR MUST FIELD VERIFY UNDERGROUND STRUCTURES .

4. CONTRACTOR WILL MAINTAIN REQUIRED SEPARATION BETWEEN UTILITIES AND OBSTRUCTIONS. IN NO CASE SHALL CONSTRUCTION ACTIVITIES INTERFERE WITH BUILDING/STRUCTURE FOOTERS AND FOUNDATIONS.

5. CONTRACTOR IS TO NOTIFY UTILITY OWNERS REGARDING DAMAGE TO ANY UTILITIES IMMEDIATELY AS INDICATED

IN THE SPECIFICATIONS.

6. CONTRACTOR SHALL PROTECT AND RESTORE TREES, PLANTS AND LANDSCAPING IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING HEAVY DEBRIS AND OBSTRUCTIONS PRIOR TO SANITARY

SEWER REHABILITATION AND/OR REPAIR.

8. THE CONTRACTOR IS RESPONSIBLE TO CUT GRASS WITHIN FENCED IN CONSTRUCTION ZONES

9. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL, SIGNAGE, FLAGGERS OR OTHER SERVICES WHEN WORK IS OBSTRUCTING OR PARTIALLY OBSTRUCTING A ROADWAY. TRAFFIC CONTROL PLANS MUST BE SUBMITTED TWO WEEKS BEFORE WORK IS TO BEGIN AND MUST BE APPROVED BY THE COR AND ENGINEER PRIOR TO WORK IN OR

NEAR THE ROADWAY. THIS MUST BE COORDINATED WITH THE COR PRIOR TO CLOSURE.

10. CONTRACTOR MUST COMPLETELY ENCLOSE ENTIRE WORK AREAS WITH 6' TEMPORARY FENCING, THIS MUST

OCCUR BEFORE CONSTRUCTION BEGINS. THE SITE MUST BE SECURED AT ALL TIMES.

11. CONTRACTOR TO PLACE DO NOT ENTER SIGNS IN ADDITION TO A CHAIN AND LOCK AROUND CONSTRUCTION SITE. A

DAISY CHAIN LOCKS MUST BE PROVIDED TO INCLUDE A VA LOCK.

12. CONTRACTOR MUST NOTIFY THE VA TWO WEEKS IN ADVANCE FOR ALL NOTICES BEFORE ANY CONSTRUCTION, LINING, OR ANY OTHER WORK IS TO OCCUR.

13. CONTRACT MUST FOLLOW SAFETY PROCEDURES IN THE HAMPTON VAMC CONSTRUCTION SAFETY HANDBOOK.

14. CONTRACTOR TO PROVIDE A CONFINED SPACE ENTRY PLAN, PRIOR TO WORK COMMENCING EVEN IF CONFINED

SPACE ENTRY IS NOT PLANNED.

15. CONTRACTOR SHALL ENSURE FIRE DEPARTMENT ROAD ACCESS IS NOT RESTRICTED DURING CONSTRUCTION AND ENSURE THAT FREE ACCESS FROM THE STREET FOR FIRE HYDRANTS AND SPRINKLER SYSTEM FIRE DEPARTMENT

CONNECTIONS IS MAINTAINED AT ALL TIMES.

16. CONDITION COMMENTS SHOWN ON PLAN AND PROFILES ARE A RESULT OF EVALUATION PERFORMED BY

HYDROSTRUCTURES AND HONOR,

GENERAL NOTES

EXISTING FEATURES LEGEND

GAS METER

GAS VALVE

GAS UTILITY LINE

LIGHT POLE

ELECTRIC BOX

ELECTRIC MANHOLE

SQUARE ELECTRIC MANHOLE

GROUND LIGHT

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

FORCE MAIN LINE

SANITARY MANHOLE

GREASE TRAP MANHOLE

FORCE MAIN LAMP HOLE

FORCE MAIN MANHOLE

SANITARY CLEANOUT

SANITARY SEWER LINE

STEAM UTILITY LINE

STEAM MANHOLE

STORM SEWER LINE

STORM DRAIN WITH METAL LID

STORM INLET WITH CURB CUT

STORM MANHOLE

STORM INLET

TYPE "C" STORM INLET

TYPE "M" STORM INLET

LAWN DRAIN

COMMUNICATIONS BOX

COMMUNICATIONS MANHOLE

UNDERGROUND TELECOMMUNICATIONS

FIRE HYDRANT

WATER METER

SPIGOT

WATER VALVE

FIRE HYDRANT - FIRE LINE

WATER MANHOLE

WATER LINE

FLAG POLE

SIGN

BOLLARD

EMERGENCY BEACON

GUY WIRE

UTILITY POLE

HANDICAP SIGN

TRAFFIC DELINEATOR POST

GENERAL POST

FENO SPIKE BENCHMARK

DRIVEN ROD BENCHMARK

DECIDUOUS TREE

CONIFEROUS TREE

SHRUBS/SMALL TREES

GAS PUMP

FUEL TANK

VENT

ABBREVIATIONS

GENERAL NOTES

SEQUENCE OF CONSTRUCTION

PRE-CONSTRUCTION RISK ASSESSMENT

MANHOLE WORK SUMMARY TABLE

1. MANHOLE INSERTS TO BE INSTALLED ON ALL OF THE ABOVE REFERENCED MANHOLES. ALL

NEW INSERTS TO BE MEASURED FOR EACH MANHOLE FRAME

2. MH36 INSERT TO BE RATED FOR HIGH TEMPERATURES

MANHOLE WORK NOTES

Clean Out Repairs

MH 55 to 52 Install C.O cap (2)

Lateral P2 to 54 Install C.O cap (2)

Misc Install C.O cap (2)

Total 6

Pipe Repairs/Replacement

Manhole Run Pipe Type Pipe Diameter (") Repair

1* to 2 PVC 18 Replace

2 to 7-PROPOSED PVC 18 Replace

7-EXISTING to 8 RCP 15 Abandon

7-PROPOSED to 8A PVC 18 New

8A to 8 PVC 18 New

8 to 9 RC/CP 15 Line

9 to 15 RC/CP 15 Line

15 to 17 RC/CP 15 Line

17 to 19 RC/CP 15 Line

19 to 20 RC/CP 15 Line

20 to 31 RC/CP 15 Line

42 to 46 PVC 8 Line

35 to 36 RC/CP 15 Line

34 to 35 RC/CP 15 Line

32 to 34 RC/CP 15 Line

31 to 32 RC/CP 15 Line

36 to 37 VCP 15 Line

55 to 56 CIP 12 Line

49 to 53 CIP 12 HV Heavy Cleaning & Line

53 to 52 CIP 12 Line

52 to 55 CIP 12 Line

56 to 57 VCP 12 Line

15 to 16 CIP 12 Line

21 TO 20 VCP 8 Line

22 to 21 RC/CP 8 Line

22 to 23 RC/CP 8 Line

23 to 24 RC/CP 8 Line

60 to 57 VCP 12 Line

61 to 60 VCP 12 Line

11 to 9 CIP 6 Line

49 to 50 PVC 10 HV Cleaning

25 to 20 PVC 8 New 25 to EAST VCP 8 Replace 50' w/ PVC

Bldg 15 to MH7 PVC 8 Replace

FM to 11 VCP 6 Replace w/ PVC

Manhole Manhole Rehabiltation Method Epoxy Count Reset F/C Pipe Seal Channel Rebuild

1 N/A - - - -

2 REPLACE - - - -

3 N/A - - - -

4 N/A - - - -

5 Epoxy 1 - - -

6 Epoxy 1 1 - -

7 REPLACE - - - -

8A New - - - -

8 Epoxy 1 - - -

9 Epoxy 1 - - -

11 Replace 1 - - -

15 Epoxy 1 - - -

16 Epoxy 1 - - -

17 Epoxy 1 - - -

19 Epoxy 1 - - -

20 Epoxy 1 - - -

21 Epoxy 1 - - -

22 Epoxy 1 - - -

23 Epoxy 1 - - -

24 Epoxy 1 - - -

25 Epoxy 1 1 - -

31 Epoxy 1 - - -

32 Epoxy 1 - - -

33 N/A - - - -

34 Epoxy 1 - - -

35 Epoxy 1 - - -

36 Epoxy 1 - - -

37 Epoxy 1 - - -

Manhole Manhole Rehabiltation Method Epoxy Count Reset F/C Pipe Seal Channel Rebuild

38 Epoxy 1 - - 1

42 N/A - - - -

44 Epoxy 1 - - -

46 N/A - - - -

49 Epoxy 1 - - -

52 Epoxy 1 1 3 -

53 Epoxy 1 - - 1

54 N/A - - - -

55 Epoxy 1 - - -

56 Epoxy 1 - - -

57 Epoxy 1 - - -

58 N/A - - - -

59 N/A - - - -

60 N/A - - - -

61 N/A - - - -

62 Epoxy 1 - - -

63 N/A - - - -

63A Raise Lid to Ground Level - - - -

64 N/A - - - -

65 N/A - - - -

66 N/A - - - -

67 N/A - - - -

69 Epoxy 1 - - -

70 N/A - - - -

71 N/A - - - -

72 N/A - - - -

73 Epoxy 1 - - 1

TOTAL 32 3 3 3

PIPE WORK SUMMARY TABLE

CLEAN OUT CAP WORK SUMMARY TABLE

Miscellaneous Repairs TOTAL

8-Inch Spot Repair: 5 to 12-Feet in Length, Including By-Pass Pumping and All Excavation, Backfill and All Restoration 2

MISCELLANEOUS REPAIRS

1. CONTRACTOR SHALL PROVIDE ALL NECESSARY SUBMITTALS TO THE VA AND ENGINEER A MINIMUM OF TWO WEEKS BEFORE ANY WORK RELATED TO THOSE SUBMITTALS. IN ADDITION TO PRODUCTS RELATED TO THE PROJECT THE

CONTRACTOR SHALL PROVIDE THE FOLLOWING:

a. CONSTRUCTION SCHEDULE

b. EROSION AND SEDIMENT CONTROL MATERIALS

c. TRAFFIC CONTROL PLAN

d. CONSTRUCTION SAFETY PLAN

e. SITE SAFETY PLAN

f. CONFINED SPACE ENTRY PLAN (CONTINGENCIES)

g. CONSTRUCTION SHORING AND DEWATERING PLAN

2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FIELD VERIFY UNDERGROUND UTILITIES WHICH MAY BE IMPACTED BY THE SCOPE OF CONSTRUCTION. THESE MARKINGS SHALL BE ESTABLISHED ON THE GROUND AND

SURVEYED IMMEDIATELY FOR RECORDKEEPING. THIS INCLUDES BUT IS NOT LIMITED TO:

a. UNDERGROUND FUEL STORAGE TANK AND ASSOCIATED PIPING

b. ELECTRICAL DUCT BANKS

c. UNDERGROUND TELECOMMUNICATION LINES

d. STORMWATER STRUCTURES AND PIPING

3. CONDUCT A PRE-CONSTRUCTION MEETING WITH THE VA AND THE ENGINEER TO REVIEW SCOPE OF WORK, SCHEDULE, CONSTRUCTION SURVEY, E&S CONTROLS, SAFETY PLAN, SITE LAYDOWN AND STOCKPILE AREAS, CONSTRUCTION SHORING AND DEWATERING, AND OTHER PROJECT REQUIREMENTS. COORDINATE WITH THE VA AND ENGINEER A MINIMUM OF TWO WEEKS AHEAD OF THE START OF CONSTRUCTION TO COORDINATE THIS

MEETING.

4. THE PROJECT CONSISTS OF TWO MAJOR COMPONENTS LISTED BELOW. THE WORK FOR EACH MAY BE CONDUCTED SIMULTANEOUSLY OR SEQUENTIALLY. HOWEVER, THE PLAN FOR ALL WORK SHALL BE SUBMITTED WITH THE PROJECT SCHEDULE. SEQUENCE OF WORK FOR EACH SCOPE OF THE PROJECT SHALL CONFORM TO THE

FOLLOWING:

a. SANITARY SEWER MANHOLE AND PIPE REPLACEMENT

i. ESTABLISH EROSION AND SEDIMENT CONTROL MEASURES ON SITE

ii. ESTABLISH SITE SAFETY FENCING, SIGNAGE, AND OTHER CONSTRUCTION SAFETY CONTROLS AS REQUIRED IN

THE DRAWINGS, SPECIFICATIONS, AND HAMPTON VAMC SITE SPECIFIC CONSTRUCTION SAFETY PLAN. AT NO POINT SHALL EXCAVATION OR WORK INVOLVING ANY HAZARDS BE CONDUCTED OUTSIDE OF THE RESTRICTED

SITE SAFETY AREA.

iii. ESTABLISH LAYDOWN AREA AND STOCKPILE AREAS

iv. CONDUCT EXCAVATION

v. ESTABLISH DEWATERING AND SHORING AS NECESSARY

vi. COMPLETE WORK AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS

vii. BACKFILL AND PROVIDE TEMPORARY RESTORATION AS SOON AS POSSIBLE

b. SANITARY SEWER MANHOLE LINING, MANHOLE FRAME AND LID REHABILITATION, AND PIPE LINING

i. ALL WORK SHALL BE CONDUCTED IN ONE WORKING SESSION. AT NO POINT SHALL PIPE OR MANHOLE LINING BE

CONDUCTED AND THERE BE NO CONTRACTOR ON SITE MANAGING TRAFFIC, SITE SAFETY, AND ENSURING

PROPER COMPLETION OF THE WORK.

ii. IT IS ANTICIPATED THAT ALL LINING WORK WILL BE COMPLETED IN ONE WORKING SHIFT AND THE SITE RESTORED BY THE END OF THE SHIFT WITH EQUIPMENT REMOVED TO THE SITE LAYDOWN AREA OR OFFSITE.

iii. COMPLETE PIPE LINING ACTIVITIES OR MANHOLE RESTORATION ON A SHIFT BY SHIFT BASIS AS DESCRIBED IN

THE CONTRACT SPECIFICATIONS.

iv. ANY TEMPORARY SITE RESTORATION NECESSARY SHALL BE COMPLETED BEFORE THE CONTRACTOR LEAVES

THE PROJECT SITE.

v. AT NO POINT SHALL ANY WORK AREAS BE LEFT UN-RESTORED OR PROVIDE ANY SAFETY RISKS (HOLES, TRAFFIC OBSTRUCTIONS, ETC.) WITHOUT SITE CONTRACTOR PERSONNEL BEING PRESENT ONSITE TO MANAGE THE

PUBLIC.

vi. AT NO POINT SHALL LINING OPERATION PREVENT COMPLETE PASSAGE OF ANY ROADS. AT A MINIMUM PROVIDE ONE LANE OF TRAFFIC DURING THESE WORK PERIODS WITH CONTRACTOR FLAG PERSONS PLACED TO MANAGE

TRAFFIC AND ENSURE PUBLIC SAFETY.

5. RESTORE THE PROJECT SITE AS DESCRIBED IN THE RESTORATION DRAWINGS AND AS DETAILED IN THE

SPECIFICATIONS.

6. CONDUCT A PROJECT RESTORATION AND COMPLETION REVIEW WITH THE VA AND THE ENGINEER TO DEVELOP A

PUNCH LIST PRIOR TO JOB CLOSEOUT.

*MH 1 REPRESENTS HRSD'S MH-ZG-211-15345

TO BE USED AS NECESSARY

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

GI004

DWG 4 OF 28

X X

X X X X X

X X

XXX

X X

XXXX

X X X X X

X X

XXX

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

XXXXXX

X X

XXXXXXXX

X X

XXXXXXXXXXX

XXXX

XXXXXXXXXXX

X X

XXX

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 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

XXX

X X

XX X XXX

X X

SANITARY PUMP

MH 14

MH 13

MH 12

MH 58

MH 15

MH19

MH 20

MH 21

MH 23

MH 24

MH 32

MH 34

MH 35

MH 36

MH 37

MH 49 MH 53

MH 55

MH 54

MH 63

MH 64

MH 66

MH 67MH 70

MH 72

MH 73

MH 56

MH 57

MH 60

MH 33

MH 42

MH 46

MH 71

MH 22

MH 8

MH 7

MH 2

MH-NG-211-15345

MH 31

MH 52

MH 59

MH 61

MH 62

MH 16

MH 17

MH 3 MH4

MH 5

MH 6

MH 25

MH 38

MH 69

MH 65

MH 9

MH 50

MH 44

MH 40

MH 63A

SANITARY PUMP

MH 11HARRIS AVENUE

AVERILL AVENUE AM

HARRIS AVENUE

JONES CREEK

SHORE DRIVE

FRANKLIN BOULEVARD

AVERILL AVENUE

M C

N U

BLACK AVENUE

HARRIS AVE.

SEW

EL AVENUE

O N

B O

MARTIN LUTHER KING JR. BOULEVARD

B O

SEWEL AVENUE

'S C

HAMPTON ROADS HARBOR

N C

7-9

10-11

13-W

138-A

137-B

137-C

110-B

110-A

110135

113-A

146-B

146-A

148-T

148-A

148-S

148-C44

173-A

148-D

148-B

137-A

137-D

110-C

110-D

0+00

1+00

2+00

37+58

31+29 32+00 33+00

34+00

35+00

36+00

37+00

4+69

0+00

4+00

10+00

11+00

11+95

10+00

11+00

2+45

0+00

1+00

2+00

10+00

11+00

12+00

13+00

14+00

10+00

15+00

16+00

17+00

29+49

14+57 15+00

16+00

17+00

20+00

21+00

22+00

23+00 24+00 25+00 26+00

27+00

10+00

52T

LOD

LODLOD

LOD

D LOD

LODLOD

LOD

SANITARY SEWER PUMP

IN BASEMENT

INFERRED PIPE

EXISTING PUMP

STATION #211

INFERRED SANITARY

SEWER PIPE

DROP TEE

SEE HAMPTON ROAD SANITARY DISTRICT

PLAN TITLED "NORTH SHORE GRAVITY SEWER

IMPROVEMENTS PHASE I, (GN014900)"

PREPARED BY TETRA TECH, DATED 8/25/2022

X X

X X X

X X

ABANDONMENT

NEW SANITARY

MANHOLE, MH7

REMOVE SANITARY

MANHOLE

REMOVE AND

REPLACE 8" CIP

LATERAL WITH 8" DIP

REMOVE AND

REPLACE MH 11

REMOVE AND REPLACE

50' OF EXISTING PIPE

WITH 8" PVC PIPE

NEW SANITARY

MANHOLE 8A

CHANNEL REBUILD

& MANHOLE LINING

MANHOLE

LINING

MANHOLE

LINING

MANHOLE

LINING

MANHOLE

LINING

PIPE LINING

NEW 18" PVC

SANITARY SEWER PIPE

REPLACE

MANHOLE

LINING

MANHOLE LINING, RESET FRAME

& COVER, RESTORE CONC.

RESTORE AS NEEDED

CONCRETE & GRASS

RESTORE

PAVEMENT

RESTORE PAVEMENT

RESTORE CONCRETE

MH LINING & RESET

FRAME COVER

PIPE

LINING

PIPE LINING

MANHOLE LINING

MANHOLE

LINING

MANHOLE

LINING

MANHOLE

LINING

MANHOLE LINING

PIPE LINING

PIPE LININGMANHOLE

LINING

MANHOLE LINING

CHANNEL REBUILD,

MANHOLE LINING,

CONC. RESTORATION

CHANNEL REBUILD

& MANHOLE LINING

RESTORE GRASS

& CONCRETE

PIPE LINING

SANITARY PUMP

MODIFICATIONS, SEE

SHEET REPAIR DETAILS &

METHODS II, DETAIL 8 HEAVY CLEANING

FROM MH49-MH50

HEAVY CLEANING &

LINING FROM MH50-MH53

±200 LF OF NEW 8" PVC

SANITARY SEWER PIPE

ESTABLISH DEWATERING

AND SHORING AS

NECESSARY

MANHOLE

LINING, PIPE

SEAL, RESET

FRAME COVER,

GRASS

RESTORATION

REMOVE AND

REPLACE IN

INSTITUTE

WITH 6" PVC

LOD

X X

TEMPORARY AST 2,200 GAL GASOLINE

AND 1,000 GAL DIESEL FUELING

EQUIPMENT LOCATION WITH

SECONDARY CONTAINMENT SEE NOTE 2.

PROVIDE TRAFFIC RATED BARRIER

BETWEEN TANKS, ROADWAYS AND

PEDESTRIANS

LODLO

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

REPAIR LOCATION PLAN

RP001

DWG 5 OF 28

0 80' 160'1"=80'

REPAIR LOCATION PLAN

NO. DESCRIPTION

7-9 ENGINEER SHOPS 110-D MECHANICAL BUILDING

10-11 ENGINEER SHOPS 113-A 113-A

13-W WOMEN'S CLINIC 113 HEMODIALYSIS

14 OEF/OIF 114 PALLIATIVE CARE

15 BOILER PLANT 116 NUTRITION & FOOD PRODUCTION SERVICE

17 CANTEEN 135 EXEC. OFFICES/BUSINESS FINANCE

18 STORAGE 136 TESTILE OPERATIONS

27 SERVICE & ELECTRIC SHOP 137-A MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

28 MECHANICAL SHOP 137-B MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

31 CARPENTER SHOP 137-C MENTAL HEALTH & BEHAVIORAL/SCI/INPATIENT PSYCH WARDS

33 NAT.CHAPLIN SERVICE 137-D SCI DINING

35 POLICE SERVICE/ENGINEERING 138-A PSYCHIATRY WARDS

36 ENGINEERING/POLICE/SECURITY 138 MENTAL HEALTH TRAILERS

37 ENGINEERING PROJECTS 144 BEHAVIORAL HEALTH

43 IRM 146-A EXTENDED CARE/REHAB

48 CHAPEL 146-B EXTENDED CARE/REHAB

50 STORAGE 148-A DOMICILIARY

52 SALVATION ARMY 148-B DOMICILIARY

52-T 52-T (DEMOLISHED) 148-C DOMICILIARY

66 OUTPATIENT/HR/REG. COUNCEL/MAS 148-D DOMICILIARY

44 VOLUNTARY SVC, HUDVASH/VRT, PT RECORDS 148-S DOMICILIARY

83 AUDIO VISUAL TRAINING CENTER 148-T DOMICILIARY TREATMENT POD

110 HOSPITAL/DENTAL/SURGICAL IMAGING 169 WATER TOWER

110-A SPS, PATH & LAB, RADIOLOGY, SURG. 171 EMERGENCY CENTER

110-B EMERGENCY DEPT., PRIMARY CARE CLINICS, PHARMACY, REHAB 173 CWT & WHEELCHAIR REPAIR

110-C MRI 173-A CWT PRODUCTION

BUILDING REFERENCE KEY

NO. DESCRIPTION

1. REFER TO E&S DRAWINGS FOR EROSION & CONTROL MEASURES AND

CONTRACTOR STAGING LOCATION.

2. CONTRACTOR TO TAKE SPECIAL PRECAUTIONS WHEN EXCAVATING WITHIN 10

FEET OF THE UNDERGROUND FUEL STORAGE TANKS. PRIOR TO CONSTRUCTION

COORDINATE WITH THE OWNER TO REMOVE ANY REMAINING FUEL FROM THE

TANKS. BEFORE EXCAVATION, THE CONTRACTOR SHALL CONFIRM HORIZONTAL

AND VERTICAL POSITION OF THE TANK(S) AND SUPPORTING PIPING, WIRING, AND

ASSOCIATED COMPONENTS THE CONTRACTOR IS RESPONSIBLE FOR RETURNING

THE FUEL OIL TANK SYSTEM TO EXISTING CONDITIONS PRIOR TO SITE

RESTORATION. THE OWNER SHALL REVIEW THE CONDITION OF THE FUEL OIL

SYSTEM PRIOR TO SUBSTANTIAL COMPLETION ON THE PROJECT.

3. ADHERE TO ALL SAFETY NOTES AND REQUIREMENTS INCLUDING THE VHA

PRE-CONSTRUCTION RISK ASSESSMENT DOCUMENT AND VAMC CONSTRUCTION

SAFETY PAMPHLET

NOTES

PROPOSED PIPE

PROPOSED MANHOLE LINING

PROPOSED RESET FRAME COVER

PROPOSED CHANNEL REBUILD

PROPOSED PIPE LINING

PROPOSED PIPE SEAL

PROPOSED CONCRETE RESTORATION

PROPOSED PAVEMENT REPLACEMENT

TEMPORARY WORK AREA

PROPOSED MANHOLE REPLACEMENT

PROPOSED PIPE ABANDONMENT

LIMIT OF DISTURBANCELOD

PROPOSED FEATURES LEGEND

PROPOSED SAFETY FENCEX

PROPOSED HEAVY CLEAN

PROPOSED PERMANENT SEEDING

X X

MH 8

MH 3

MH 9

15+00

16+00

17+00

MH 7

-10

-5

-10

-5

159+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50

9+75 10+00

11+00

12+00

13+00

14+00

15+00 9.

16+00

17+00

17+50

15" CONC15" CONC

15" CIP15" CIP

18" CIP18" CONC

MH08

STA: 14+35.92

RIM: 8.23

INV. IN: -4.55

INV. OUT: -4.57

MH09

STA: 17+06.42

RIM: 4.60

INV. IN: -4.70

INV. OUT: -4.70

MH07

STA: 12+41.27

RIM: 4.21

INV. IN: -5.64

INV. OUT: -5.66

MH-NG-211-15345

STA: 10+79.66

RIM: 3.51

INV. IN: -5.05

INV. OUT: -5.07

MH02

STA: 11+47.12

RIM: 2.84

INV. IN: -4.99

INV. OUT: -5.00

PUMP STATION #211

STA: 10+00

RIM: 0.86

INV. IN: -5.07

HRSD HAMPTON INSTITUTE

PUMP STATION - MMPS-137

X X

EXISTING PUMP

STATION #211

SEE HAMPTON ROAD SANITARY

DISTRICT PLAN TITLED "NORTH SHORE

GRAVITY SEWER IMPROVEMENTS

PHASE I, (GN014900)" PREPARED BY

TETRA TECH, DATED 8/25/2022

MH 2

MH-NG-211-15345

(MH1)

MH 3

MH 4

MH 5

MH 6

10+00

MH 7

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

PP001-E

PLAN & PROFILE

EXISTING PROFILE VIEW P001

DWG 6 OF 28

NOT TO SCALE

KEY MAP

PP001-E

PP001-P

0 30 60

EXISTING PLAN VIEW PP001

1"=30'2

EXISTING PLAN VIEW PP001

1"=30'1

MATCH LINE

SEE THIS SHEET

MATCH LINE

SEE THIS SHEET

-10

-5

-10

-5

159+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

9+50 10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

PROPOSED 18" SDR26 (PS115) PVC PIPE 0.131% 170'

PROPOSED

18" SDR26

(PS115)

PVC PIPE

0.132% 31'

15" CONCPROPOSED 18" SDR26 (PS115) PVC PIPE

0.120% 109'PROPOSED 18" SDR26 (PS115)

PVC PIPE 0.119% 67'18" PVC PIPE

HRSD HAMPTON INSTITUTE

PUMP STATION - MMPS-137

PUMP STATION #211

STA: 10+00

RIM: 0.00

INV. IN: -5.07

MH-01

STA: 10+79.66

RIM: 3.51

INV. IN: -5.05 INV.

OUT: -5.07

MH-02

DIA: 6' SANITARY MANHOLE

STA: 11+47.12

RIM: 2.84

INV. IN: -4.96

INV. OUT: -5.00

MH-07

DIA: 4' SANITARY MANHOLE

STA: 12+55.70

RIM: 4.18

INV. IN: -4.82

INV. OUT: -4.83

MH-08A

DIA: 4' SANITARY MANHOLE

STA: 14+25.34

RIM: 7.76

INV. IN: -4.59

INV. OUT: -4.60

MH-08

DIA: 4' SANITARY MANHOLE

STA: 14+56.90

RIM: 8.24

INV. IN: -4.55

INV. OUT: -4.55

MH - 09

STA: 17+27.22

RIM: 4.60

INV. IN: -4.70

INV. OUT: -4.70

15" CONC

X X

LOD

LOD LOD

LOD

EXISTING PUMP

STATION #211

SEE HAMPTON ROAD SANITARY

DISTRICT PLAN TITLED "NORTH SHORE

GRAVITY SEWER IMPROVEMENTS

PHASE I, (GN014900)" PREPARED BY

TETRA TECH, DATED 8/25/2022

X X

MH 2

MH-NG-211-15345

(MH1)

MH 3

MH 4

MH 5

MH 6

10+00

11+00

10+00

NEW SANITARY

MANHOLE, MH7

REMOVE SANITARY

MANHOLE

REMOVE AND

REPLACE LATERAL

TO BUILDING 15

REPLACE

MANHOLE

LINING

MANHOLE LINING,

RESET FRAME &

COVER, RESTORE

CONC.

RESTORE AS NEEDED

CONCRETE & GRASS

RESTORE

PAVEMENT

CONTRACTOR TO FIELD

VERIFY LOCATION OF

UNDERGROUND FUEL TANKS

PRIOR TO CONSTRUCTION

SEE NOTE 1.

MH 7

NEW

MH 7

ESTABLISH DEWATERING

AND SHORING AS

NECESSARY

X X

LOD

LOD LOD

LOD

LOD LOD

X X

MH 15

MH 8

MH 16

MH 9

2+00

15+00

16+00

17+00

14+57

15+00

16+00

17+00

ABANDONMENT

NEW SANITARY

MANHOLE 8A

PIPE LINING

NEW SANITARY

SEWER PIPE

RESTORE

PAVEMENT

MANHOLE

LINING

MANHOLE LINING

MANHOLE

LINING

PIPE LINING

CONTRACTOR TO FIELD

VERIFY LOCATION OF

UNDERGROUND FUEL TANKS

PRIOR TO CONSTRUCTION

SEE NOTE 1.

225 Grandview Avenue Suite 403 Camp Hill, PA 17011 www.ghd.com 717-541-0622 Josiah.Bair@ghd.com CAF01/10/2025 JB/JVG/MB

DESIGNER OF RECORD CONSULTANT

A - 30% DESIGN DOCUMENTS

B - 50% DESIGN DOCUMENTS

01/12/2024 05/13/2024

ISSUE FOR BID

C - 95% COSTING SET 07/30/2024

D - 95% DESIGN DOCUMENTS 09/10/2024

10/29/2024E - 100% COSTING SET

11/18/2024F - 100% DESIGN DOCUMENTS

03/24/2025G - ISSUE FOR BID

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Station #590

590-23-102

Project Director

Revisions: Date:

1100 North Mountain Road Harrisburg, pa 17112 www.honorengineer.com 717-533-9077 jvangehuchten@honorengineer.com

HONOR

ENGINEER CO.

SANITARY SEWER SYSTEM

SURVEY & REPAIRS

PP001-P

PLAN & PROFILE

DWG 7 OF 28

PROPOSED PROFILE VIEW P001

PROPOSED

MANHOLE

PROPOSED

MANHOLE

MHL

ABANDON EXISTING SANITARY SEWER LINE

AND FIELD CORE FOR THE PROPOSED

SANITARY SEWER

NOT TO SCALE

PROPOSED FEATURES LEGEND

PROPOSED MANHOLE LININGMHL

PROFILE SYMBOLS

KEY MAP

PROPOSED PIPE

PROPOSED MANHOLE LINING

PROPOSED RESET FRAME COVER

PROPOSED CHANNEL REBUILD

PROPOSED PIPE LINING

PROPOSED PIPE SEAL

PROPOSED CONCRETE RESTORATION

PROPOSED PAVEMENT RESTORATION

PROPOSED PERMANENT SEEDING

PROPOSED MANHOLE REPLACEMENT

PROPOSED PIPE ABANDONMENT

LIMIT OF DISTURBANCELOD

PROPOSED SAFETY FENCEX

PROPOSED HEAVY CLEAN

PP001-E

PP001-P

MATCH LINE

SEE THIS SHEET

0 30 60

PROPOSED PLAN VIEW PP001

1"=30'2PROPOSED PLAN VIEW PP001

1"=30'1

PROPOSED

MANHOLE MHL

MATCH LINE

SEE THIS SHEET

LIN

T P

MATCH LINE

SEE SHEET PP002

MATC

H LI

SEE SHEET P

P01

KEYED NOTES

INSTALL 18" SDR26 PVC PIPE1

INSTALL NEW MANHOLE 2 AND RECONNECT LATERALS2

INSTALL NEW MANHOLE 7 AND RECONNECT LATERALS3

NEW MANHOLE 8A4

PROPOSED PIPE LININGPL

5 CONFIRM OPERATIONAL STATUS OF 12" PIPE. IF ABANDONED FILL

WITH GROUT. IF ACTIVE CONSULT WITH ENGINEER.

PROPOSED PIPE LINING

RECONNECT

LATERAL

REDIRECT FLOW CHANNEL TO NEW MH 8A

CONNECT TO

EXISTING BELL

1. CONTRACTOR TO TAKE SPECIAL PRECAUTIONS WHEN EXCAVATING WITHIN 10

FEET OF THE UNDERGROUND FUEL STORAGE TANKS. PRIOR TO

CONSTRUCTION COORDINATE WITH THE OWNER TO REMOVE ANY REMAINING

FUEL FROM THE TANKS. BEFORE EXCAVATION, THE CONTRACTOR SHALL

CONFIRM HORIZONTAL AND VERTICAL POSITION OF THE TANK(S) AND

SUPPORTING PIPING, WIRING, AND ASSOCIATED COMPONENTS THE

CONTRACTOR IS RESPONSIBLE FOR RETURNING THE FUEL OIL TANK SYSTEM

TO EXISTING CONDITIONS PRIOR TO SITE RESTORATION. THE OWNER SHALL

REVIEW THE CONDITION OF THE FUEL OIL SYSTEM PRIOR TO SUBSTANTIAL

COMPLETION ON THE PROJECT.

2. ADHERE TO ALL SAFETY NOTES AND REQUIREMENTS INCLUDING THE VHA

PRE-CONSTRUCTION RISK ASSESSMENT DOCUMENT AND VAMC

CONSTRUCTION SAFETY PAMPHLET

NOTES

-10

-5

1517+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50

17+00

18+00

19+00

20+00

21+00

22+00

23+00

23+50

15" CONC15" CONC

15" CONC

MH20

STA: 19+93.49

RIM: 10.29

INV. IN: -3.62

INV. OUT: -3.62

MH31

STA: 22+60.46

RIM: 10.00

INV. IN: -3.20

INV. OUT: -3.22

MH19

STA: 19+23.56

RIM: 9.62

INV. IN: -3.57

INV. OUT: -3.57

MH17

STA: 18+05.39

RIM: 7.71

INV. IN: -4.04

INV. OUT: -4.04

MH15

STA: 17+65.56

RIM: 6.59

INV. IN: -4.27

INV. OUT: -4.34

MH09

STA: 17+06.42

RIM: 4.60

INV. IN: -4.70

INV. OUT: -4.70

X X

X X X X X X X X X X X X X X X X X X…

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File details come from the government source that posted it. Updated Jun 12, 2025.