P09 DWGs.pdf

PDF 6 MB Posted May 5, 2021

Attached to: Z2DA--693-20-109 Replace Underground Storage Tanks Federal contract opportunity
Solicitation number: 36C24421B0011
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details of a federal solicitation for replacing underground storage tanks at the Department of Veterans Affairs Medical Center in Wilkes-Barre, Pennsylvania. The scope of work includes removing and replacing existing underground fuel tanks, associated piping, mechanical and electrical equipment, controls and monitoring systems, concrete pavement and containment dikes. The project is estimated to cost between $1,000,000 and $5,000,000, with a performance period of approximately 272 calendar days. Work hours are specified as 5:00PM to 1:30AM Monday through Friday and weekends for major site utility work, excluding national holidays. This is a 100% service-disabled veteran-owned small business set-aside, with a NAICS code of 236220 and small business size standard of $39.5 million. A pre-proposal conference and site visit will be held within two weeks of solicitation issuance at the specified location. Questions should be addressed to the contracting officer via email by the stated deadline, referencing the synopsis and project number.

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Other files for this federal contract opportunity

Other files attached to Z2DA--693-20-109 Replace Underground Storage Tanks, newest first.
File	Type	Posted
S02 Amendment 3 Project 693-20-109 02.docx	DOCX document	Jul 6, 2021
36C24421B0011 0003.docx	DOCX document	Jul 6, 2021
S02 SafetyHealthDuringConstruction 18S-15-346.pdf	PDF	Jul 6, 2021
S-02 2021 Fuel Reports -Tanks 1 -4.pdf	PDF	Jun 28, 2021
36C24421B0011 0002.docx	DOCX document	Jun 28, 2021
S02 Existing Leak Detect Monit Alarm Sys Plan.pdf	PDF	Jun 28, 2021
S02 PROJECT SITE PHOTOGRAPH 1.pdf	PDF	Jun 28, 2021
S02 Price Sheet with Bid Deduct.docx	DOCX document	Jun 28, 2021
36C24421B0011 0001.docx	DOCX document	Jun 3, 2021
S04 UST Sign-in.pdf	PDF	Jun 3, 2021
P09 Replace USTs Specs.pdf	PDF	May 5, 2021
36C24421B0011.docx	DOCX document	May 5, 2021

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PROJECT TITLE:

WILKES-BARRE PA, 18711

VA WILKES-BARRE

REPLACE UNDERGROUND FUEL TANKS

VA PROJECT NO. 693-20-109

SHEET LIST

GENERAL: SHEET NUMBER TOTAL SHEETS

G-001 COVER SHEET 1 OF 1

CIVIL:

CD101 DEMOLITION PLAN 1 OF 5

CS101 SITE AND PAVING PLAN 2 OF 5

CG101 GRADING AND DRAINAGE PLAN 3 OF 5

CU101 UTILITY PLAN 4 OF 5

CS501 PAVING & CONSTRUCTION DETAILS 5 OF 5

MECHANICAL:

M-001 MECHANICAL LEGENDS 1 OF 6

MD101 MECHANICAL DEMOLITION PLAN - BOILER SYSTEM 2 OF 6

MP101 MECHANICAL PLAN 3 OF 6

MP401 MECHANICAL DETAILS 4 OF 6

MP501 MECHANICAL SCHEDULES 5 OF 6

MP601 PIPING SCHEMATIC - BOILERS 6 OF 6

ELECTRICAL:

E-001 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS 1 OF 2

E-101 BOILER HOUSE TANK/LAYOUT PLAN 2 OF 2

TOTAL NUMBER OF SHEETS: 14

VICINITY MAP

BOILER TANKS AREA OF WORK

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-20-109

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

APRIL 16, 2021

WBVAMC FACILITIES MANAGEMENT

COVER SHEET

G-001

MHMAH

DocuSign Envelope ID: 79F07D6C-00AA-4456-8182-3BA987BEA18D

4/16/2021

UGG

T16

T18

T24

T26

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E UG/E

UG/E

UGG

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSSS

SS SS SS SS SS SS SS

ASPHALT

PAVEMENT

GRASS

AREA

GRASS

AREA

S H

I P

P I N

C O

N T

A I N

E R

GAZEBO

ASPHALT

PAVEMENT

GRASS

CONC.

PAD

CANOPY

PAVILION

CONC.

WALK

E O

C O

N C

Y P

RIM=879.19

RIM=879.31

RIM=879.65

RIM=879.87

PROPANE

LOCKER

CONC. STEPS

w/HANDRAIL

G A

T E

MAINTENANCE

BUILDING

8' C.L.F.

w/RAZOR

WIRE

CONC.

MAT

CONC.

MAT

AIR HANDLER

4 STORY

BRICK BUILDING

1 STORY BRICK

& MASONRY BUILDING

1 STORY

MASONRY BUILDING

D C

C O

N C

. W

A L K

BAY

DOOR

COLUMN

(TYP.)

GAS

E A

N D

B L

V D

C O

N C

. W

A L K

UG/E

LODLODLODLODLOD

LOD

LOD LOD

LOD LOD LOD LOD LOD

W W

FUTURE WAREHOUSE IMPROVEMENTS BY

OTHERS. AREA SHOWN FOR REFERENCE

ONLY. WAREHOUSE AREA SHALL REMAIN

OPEN AT ALL TIMES DURING CONSTRUCTION

IF FUTURE WAREHOUSE IMPROVEMENTS

ARE INSTALLED THEN IMPACTED BY THE

CONTRACTOR, SAID IMPROVEMENTS SHALL

BE REINSTALLED BY CONTRACTOR

SHORING TO BE PROVIDED AROUND PERIMETER OF TANK

AREA (CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING SHORING DETAILS PRIOR TO CONSTRUCTION)

EXISTING UNDERGROUND STORAGE TANKS

AND CONCRETE BALLAST PADS TO BE

REMOVED AND REPLACED

TWO EXISTING CONCRETE BALLAST PADS

ARE 12' WIDE X 48" LONG X 12" DEEP WITH

1/2" REINFORCING RODS, 12" ON CENTER.

TWO EXISTING CONCRETE BALLAST PADS

ARE 12'-6" WIDE X 49' LONG X 36" DEEP

WITH REINFORCING RODS, 12" ON CENTER.

BOTH WAYS. TOP AND BOTTOM

REMOVE PORTION OF EXISTING

CONCRETE CONTAINMENT DIKE

EXISTING DUST COLLECTOR AIR HANDLER

TO BE REMOVED, STORED, AND

REINSTALLED BY CONTRACTOR AFTER

COMPLETION OF CONCRETE PAVEMENT

INSTALL TEMPORARY SECURITY

FENCING AND CONCRETE VEHICULAR

BARRIERS AROUND PERIMETER

EXISTING UNDERGROUND UTILITIES, NOT

ASSOCIATED WITH THIS PROJECT, SHALL

BE PROTECTED AND REMAIN

OPERATIONAL DURING CONSTRUCTION

EXISTING CONCRETE PAVEMENT

(TO BE SAWCUT, REMOVED, AND

REPLACED IN ITS ENTIRETY)

APPROXIMATE LOCATION OF

SANITARY SEWER LINE

APPROXIMATE LOCATION OF

WATER LINE

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-17-103

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

WBVAMC FACILITIES MANAGEMENT

1" = 20'

SCALE IN FEET

20 10 20 40

GENERAL NOTES:

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY WORK

INCLUDING DEMOLITION.

2) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS PROJECT ARE

THE RESPONSIBILITY OF THE CONTRACTOR.

3) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND LEGALLY DISPOSE

OF DEBRIS.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND

LOCAL BUILDING AND UTILITY INSTALLATION CODES.

2) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH, AND CONFORM TO, THE PROJECT SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO

NOTIFY THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ADJACENT

STRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR REPLACE SUCH DAMAGED

PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO COST TO THE OWNER.

5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE

PRIOR WRITTEN CONSENT OF THE ENGINEER.

6) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VETERANS AFFAIRS AND ALL EXISTING UTILITY

PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE

WITH THE EXISTING UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES AS

NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY TO

ACCOMPLISH THE WORK.

8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTION

EQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.

9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE RIGHT-OF-WAY, AND

MUST BE STORED WITHIN SITE.

10) COORDINATE WITH VETERANS AFFAIRS CODES ENFORCEMENT DIVISION AS REQUIRED DURING ALL

DEMOLITION AND NEW CONSTRUCTION ACTIVITIES.

11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT ACCORDANCE WITH

ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF, OFF SITE.

14) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.

15) ALL SURBGRADE PREP, PAVEMENT REMOVAL, PAVEMENT CONSTRUCTION, AND GRADE INFILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED BY THE

PROJECT GEOTECHNICAL ENGINEER, ECS MID-ATLANTA, LLC IN THE REPORT DATED 02/26/19. THE

CONTRACTOR SHALL HAVE THE REPORT ON THIS JOB SITE FOR REFERENCE AT ALL TIMES. THE

CONTRACTOR SHALL PROVIDE EARTHWORK OPERATIONS AND CONSTRUCTION PHASE MONITORING TO

ENSURE THAT ALL COMPACTION IS COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

THE CONTRACTOR SHALL PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION

TESTING AT EACH LIFT PHASE OF FILL OPERATIONS OR DURING COMPACTION OF EXISTING SUBGRADE

TO REMAIN PER TESTING PROTOCOL ON THE GEOTECHNICAL REPORT.

16) CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL RECOMMENDATIONS GIVEN BY THE

ENVIRONMENTAL REPORT BY ECS MID-ATLANTA, LLC, DATED 02/21/19 .

17) THE CONTRACTOR SHALL BE FAMILIAR WITH AND ADHERE TO THE UST CLOSURE BY REMOVAL

SPECIFICATION, DEVELOPED BY ECS MID-ATLANTA, LLC DATED SEPTEMBER 9/12/19.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK

OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL PROTECT ADJACENT PAVEMENTS

FROM SOIL ACCUMULATION DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE ENGINEER OR OTHER

INSPECTORS AS DETERMINED BY FIELD CONDITIONS.

4) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE PROTECTED FROM SEDIMENTATION AS

REQUIRED BY STATE OR LOCAL CODES.

LEGEND

UTILITIES, FENCE, AND/OR WALL TO BE REMOVED

AND/OR RELOCATED. SEE NOTE FOR DETAIL.

CONCRETE TO BE REMOVED

EXISTING FENCE

PROPERTY LINE

LIMITS OF DISTURBANCE

EXISTING CONTOURS

LOD LOD LOD

EXISTING SITE DATA

DISTURBED AREA = 0.63 AC.

XXXX

DEMOLITION PLAN

CD101

APRIL 16, 2021 NSY JMR

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

ASPHALT

PAVEMENT

S H

I P

P I N

C O

N T

A I N

E R

GAZEBO

ASPHALT

PAVEMENT

CONC.

PAD

CANOPY

PAVILION

CONC.

WALK

E O

C O

N C

Y P

PROPANE

LOCKER

CONC. STEPS

w/HANDRAIL

G A

T E

MAINTENANCE

BUILDING

8' C.L.F.

w/RAZOR

WIRE

CONC.

MAT

AIR HANDLER

4 STORY

BRICK BUILDING

1 STORY BRICK

& MASONRY BUILDING

1 STORY

MASONRY BUILDING

C O

N C

. W

A L K

BAY

DOOR

COLUMN

(TYP.)

E A

N D

B L

V D

C O

N C

. W

A L K

P R

P O

S E

D U

N D

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A N

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A N

PROPOSED HEAVY DUTY

CONCRETE PAVING

PROPOSED CONCRETE CONTAINMENT

DIKE TO MATCH EXISTING

FUTURE WAREHOUSE IMPROVEMENTS BY

OTHERS. FURTHER COORDINATION WITH

DESIGN CONSULTANT MAY BE REQUIRED.

REPLACE WEIR LOCATION AND SIZE TO

MATCH EXISTING FOR CONTAINMENT DIKE

CONTRACTOR SHALL REFER TO

MEP PLANS FOR TANK DETAILS

TANKS SHALL BE INSTALLED BY

A CERTIFIED DEP INSTALLER

WILKES-BARRE VAMC

SITE PLAN

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED

PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS USED TO SHOW THE

GEOMETRIC LAYOUT OF THE PROPOSED STRUCTURE LOCATION ARE GIVEN AT THE OUTSIDE FACE OF

THE STRUCTURE CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE OF CURB.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY

NEW CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL

TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

SITE NOTES:

1) SEE MEP PLANS FOR MECHANICAL DIMENSIONS AND OTHER MEP DETAILS.

2) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED

PRIOR TO ANY GRADING.

3) MAXIMUM CUT OR FILL SLOPE=2H:IV

4) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND LEGALLY

DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT SYSTEMS,

CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO 98% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE MATERIALS.

5) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL SHALL BE COMPLETED IN STRICT

CONFORMANCE WITH THE RECOMMENDATIONS IN THE REPORT BY THE PROJECT GEOTECHNICAL

ENGINEER, ECS MID-ATLANTA, LLC DATED 02/26/19. THE CONTRACTOR SHALL HAVE THIS REPORT ON

THE JOB SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE EARTHWORK

OPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS

COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROVIDE

TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL IN

THE GEOTECHNICAL REPORT.

6) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND

SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT ROADWAYS.

7) IN HEAVY DUTY PAVEMENT AREAS G.A.B. SHALL EXTEND UNDER THE GUTTER TO PROVIDE

ADDITIONAL STABILITY FOR TRUCK TRAVEL.

LEGEND

HEAVY DUTY CONCRETE PAVING

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-17-103

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

WBVAMC FACILITIES MANAGEMENT

1" = 20'

SCALE IN FEET

20 10 20 40

SITE AND PAVING PLAN

CS101

APRIL 16, 2021 NSY JMR

LOCATION MAP

N.T.S.

SITE

CONTRACTOR

LAY DOWN AREA

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

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WILKES - BARRE CITY

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VA CREDIT

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MALL ENTRANCE/EXIT

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UNION

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PLAINS TOWNSHIP

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PARKING AREA

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EMPLOYEE/VISITOR

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ENTRANCE

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JOHN KALENAK 2001

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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RIM=890.79

INV(A)=884.89

INV(B)=882.39

GRT=889.88

GRT=878.40

INV=875.50

8" PVC

C P

GRT=878.34

INV=874.59

DMH

RIM=877.76

(CAR PARKED ON)

GRT=876.64

(NO ACCESS)

(LOCATED UNDER

SHIPPING CONTAINER)

DMH

RIM=881.99

INV(A)=874.89

INV(B)=874.76

C P

8" VCP

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C P

18" HDPE

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18" HDPE

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DMH

RIM=878.65

INV(A)=873.55

INV(B)=870.95

INV(C)=870.85

DMH

RIM=878.54

INV(A)=870.34

INV(B)=870.14

GRT=878.57

INV=873.57

GRT=877.97

INV=872.97

DMH

RIM=878.64

INV(A)=872.54

INV(B)=870.34

INV(C)=870.14

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONC.

PAD

CONC.

WALK

E O

C O

N C

Y P

G A

T E

8' C.L.F.

w/RAZOR

WIRE

CONC.

MAT

CONC.

MAT

C O

N C

. W

A L K

8" RCP

(PER REF #2)

(NOT FIELD VERIFIED)

(SEE NOTE #3)

GAS

E A

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B L

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C O

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UG/E

LODLODLODLODLOD

LOD

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LOD LOD LOD LOD LOD

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

F F

W W

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-17-103

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

WBVAMC FACILITIES MANAGEMENT

GENERAL NOTES:

1) ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

SITE NOTES:

1) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER CONVEYANCE

CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.

2) COORDINATE WITH VETERANS AFFAIRS INSPECTIONS DURING CONSTRUCTION.

3) CONSTRUCT EROSION CONTROL BARRIERS PER VETERANS AFFAIRS INSPECTOR AND MAINTAIN

UNTIL PERMANENT VEGETATION IS ESTABLISHED.

4) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR

DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL WORK IN

VETERANS AFFAIRS RIGHT OF WAY SHALL COMPLY WITH PADOT SPECIFICATIONS.

5) MAXIMUM CUT OR FILL SLOPES IS 2H:1V

6) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING ACTIVITIES.

7) ALL STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE.

8) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND LEGALLY

DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT SYSTEMS,

CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO 95% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE MATERIALS.

9) REFER TO SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION REPORTS

AS PROVIDED BY OWNER FOR RECOMMENDATIONS ASSOCIATED WITH: GENERAL SITE PREPARATION, BUILDING PAD PREPARATION, SUBGRADE PREP, AREAS TO RECEIVE FILL, AREAS TO BE

OVEREXCAVATED, PAVEMENT SECTIONS, FILL, SLOPES AND EXCAVATION. THE CONTRACTOR SHALL

HAVE THIS REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR SHALL

PROVIDE EARTHWORK OPERATIONS AND CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL

COMPACTION IS COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR

SHALL PROVIDE TESTING REPORTS TO THE OWNER REGARDING COMPACTION TESTING PER THE

TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.

10) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE

WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES.

24 HR. CONTACT: SHANE YARBROUGH (334) 887-6064

11) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE EXISTING

OVERHEAD POWER LINES.

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

XXXX

1" = 20'

SCALE IN FEET

20 10 20 40

GRADING AND DRAINAGE PLAN

CG101

APRIL 16, 2021 NSY JMR

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E UG/E

UG/E

UGG

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSSS

SS SS SS SS SS SS SS

SS SS SS SS SS SS SS8

" V

C P

V C

10" PVC

SMH

RIM=878.40

INV=872.80

SMH

RIM=878.69

INV=871.94

SMH

RIM=878.62

INV=871.92

SMH

RIM=878.73

INV=871.18

APPROX. LOC. OF

U.G. ELEC. LINE

(PER UTILITY MARKOUT)

(SEE NOTE #10)

APPROX. LOC. OF

U.G. ELEC. LINE

(PER UTILITY MARKOUT)

(SEE NOTE #10)

APPROX. LOC. OF

U.G. GAS LINE

(PER UTILITY MARKOUT)

(SEE NOTE #10)

APPROX. LOC. OF

U.G. GAS LINE

(PER UTILITY MARKOUT)

APPROX. LOC. OF

U.G. FUEL LINE

(PER UTILITY MARKOUT)

APPROX. LOC. OF

U.G. ELEC. LINE

(PER UTILITY MARKOUT)

APPROX. LOC. OF

U.G. WATER LINE

(PER UTILITY MARKOUT)

(SEE NOTE #10)

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ELEC.

CABINET

CONC.

PAD

CONC.

WALK

E O

ELEC. BOX

C O

N C

Y P

CONDUIT(4)

FDC

SMH

RIM=878.63

(CAR PARKED ON)

G A

T E

GAS

PIPES(3)

8' C.L.F.

w/RAZOR

WIRE

CONC.

MAT

C O

N C

. W

A L K

GAS

E A

N D

B L

V D

C O

N C

. W

A L K

UG/E

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

P R

P O

S E

D U

N D

E R

R O

U N

F U

E L T

A N

F F

W W

NEW UNDERGROUND FUEL

TANKS AND LINES. SEE MEP

PLANS FOR DETIALS

CONTRACTOR TO CONTACT UTILITIES PROTECTION

CENTER PRIOR TO ANY EXCAVATION

LEGEND

EXISTING FENCE LINE

PROPERTY LINE

EXISTING OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM LINE

PROPOSED UNDERGROUND POWER LINE

PROPOSED WATER LINE

PROPOSED FUEL LINE

PROPOSED STORM LINE

OHP OHP OHP

UG/E UG/E

UG/T UG/T

GAS GAS GAS

SS SS SS

W W W

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-17-103

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

WBVAMC FACILITIES MANAGEMENT

1" = 20'

SCALE IN FEET

20 10 20 40

UTILITY PLAN

CU101

APRIL 16, 2021 NSY JMR

F F

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-17-103

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

FUEL TANKS

WBVAMC FACILITIES MANAGEMENT

PAVING & CONSTRUCTION DETAILS

CS501

APRIL 16, 2021 NSY JMR

12"

TOP OF EXISTING SUB GRADE

COMPACTED TO 100%

STANDARD PROCTOR

MAXIMUM DRY DENSITY

(AASHT0 T99)

COMPACTED DEPTH GRADED

AGGREGATE BASE COMPACTED TO

100% STANDARD PROCTOR MAXIMUM

DRY DENSITY (AASHT0 T99)

TYPE 1 PORTLAND CEMENT

CONCRETE DESIGN STRENGTH

SHALL BE 4,000 PSI (ASTM C33)

NOTE:

1. DETAIL REFLECTS TYPICAL CONCRETE PAVING DETAIL. REFER TO GEOTECHNICAL REPORT FOR FURTHER DETAILS.

2. A TACK COAT SHALL BE APPLIED BETWEEN THE H/D SECTION AND THE ON-SITE ASPHALT SECTION.

3. CONCRETE EXPANSION JOINTS SHALL BE LOCATED AT NO LESS THAN 15' ON CENTER. THE JOINTS SHALL EXTEND TO A DEPTH 1/4

OF THE SLAB THICKNESS. IF SAW CUTTING THE JOINTS IS TO BE EMPLOYED, THE JOINTS SHOULD BE CUT WHILE THE CONCRETE

IS STILL "GREEN" AND AS SOON AFTER PLACEMENT AS THE EQUIPMENT CAN BE MOVED ONTO THE PAVEMENT WITHOUT

DISTURBING THE CONCRETE FINISH.

HEAVY DUTY CONCRETE PAVING

NOT TO SCALECS501

NOTE:

UNLESS OTHERWISE NOTED ON PLANS,

CONTRACTION JOINTS TO BE 15' O.C. MAX AND

EXPANSION JOINTS AT CHANGE OF MATERIAL,

AT BACK OF CURB, CHANGE OF DIRECTION,

OTHER WALK, UTILITY APPURTENANCE, OR

FACE OF STRUCTURE.

(MIN)

REINFORCED WWF

#5 AT 9"O.C.

EACH WAY

#5 AT HOOK

ANCHOR BOLT

LOCATION 6"1'-0"

DIAMETER

1' -6

TYPICAL PIPE

HOLD-DOWN

STRAPS

TURN BUCKLE

TYPICAL REINFORCED CONCRETE BALLASTED PAD

NOT TO SCALE

CS501

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL

DAMPER,MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,TWO

POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERAGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTOR

BFT BOILER PLANT FIRE TUBE

BG BOTTOM GRILLE

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BHX BOILER BLOWDOWN HEAT

EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BMT BONE MARROW TRANSPLANT

BR BOTTOM REGISTER

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTC BLOWOFF TANK CONTROL VALVE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BWT BOILER PLANT WATER TUBE

C CENTIGRADE (CELSIUS)

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CD CEILING DIFFUSER

CENT CENTRIFUGAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CG CEILING GRILLE

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CM CARBON MONOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO

COOLING TOWER)

CWS CONDENSER WATER SUPPLY (FROM

COOLING TOWER)

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

ECU EVAPORATIVE CONDENSER UNIT

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMPERATURE

EH EXHAUST HOOD

EJ EXPANSION JOINT

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ER EXHAUST REGISTER

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

EUH ELECTRIC UNIT HEATER

EWC EVAPORATIVE WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX. EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT (4 PIPE)

FCUC FAN COIL UNIT COOLING ONLY

FCUH FAN COIL UNIT HEATING ONLY

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FHX FLUE GAS/FEEDWATER HEAT

EXCHANGER

FM FLOW METER

FOP FUEL OIL PUMP

FOT FUEL OIL TANK

FOHX FUEL OIL HEAT EXCHANGER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPTU FAN POWERED TERMINAL UNIT

FR FLOOR REGISTER

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

H HUMIDIFIER

H&CW HOT & COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HD HOOD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM

CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HRC HEAT RECOVERY COIL

HRD HEAT RECOVERY DEVICE

HRP HYDRONIC RADIANT (CEILING) PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HTM HUMIDIFIER TERMINAL

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HVD HOISTWAY VENT DAMPER

HX HEAT EXCHANGER

HZ HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

ICU INTENSIVE CARE UNIT

ID INSIDE DIAMETER

IFB INTEGRAL FACE AND BYPASS

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IPLV INTEGRATED PART LOAD VALUE

IRH INFRARED HEATER

IS INSECT SCREEN

IU INDUCTION UNIT

IV INLET VANES

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/h LITERS PER HOUR

L/m LITERS PER MINUTE

L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LGT LEAVING GLYCOL TEMPERATURE

LH LATENT HEAT

LPG LIQUID PROPANE GAS

LPR LOW PRESSURE RETURN (STEAM

CONDENSATE)

LPRC LOW PRESSURE STEAM RETURN

(CLEAN)

LLHX LIQUID TO LIQUID HEAT EXCHANGER

LPS LOW PRESSURE STEAM

LPSC LOW PRESSURE STEAM (CLEAN)

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL

PANEL

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/s METERS PER SECOND (OR

METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MPR MEDIUM PRESSURE RETURN (STEAM

CONDENSATE)

MPS MEDIUM PRESSURE STEAM

MRI MAGNETIC RESONANCE IMAGING

MTD MEAN TEMPERATURE DIFFERENCE

MVD MANUAL VOLUME DAMPER

MZ MULTI-ZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC & ATMOSPHERIC

ADMINISTRATION

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

OR OPERATING ROOM

P PUMP

PA PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PEF PROPELLER (TYPE) EXHAUST FAN

PF PRE-FILTER

PG PRESSURE GAGE

PGW PROPYLENE GLYCOL-WATER

(SOLUTION)

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE)

STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH –

ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

PTAC PACKAGED TERMINAL AIR

CONDITIONER

R/E RETURN OR EXHAUST

RA RETURN AIR

RAD REFRIGERANT AIR DRYER

RAF RADIO FREQUENCY

RAHX ROTARY AIR HEAT EXCHANGER

RAT RETURN AIR TEMPERATURE

RCCH REMOTE CONDENSER CHILLER

RCU RECIPROCATING CHILLER UNIT

RD REFRIGERANT DISCHARGE

RDS ROOM DATA SHEETS

REA RELIEF AIR

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER MINUTE

SCI SPINAL CODE INJURY

SCR SILICON CONTROLLED RECTIFIER

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND

DISTRIBUTION

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SSHX STEAM TO STEAM HEAT EXCHANGER

SSR SOLID SEPARATOR

ST STEAM TRAP

SUH STEAM UNIT HEATER

SV STEAM PRESSURE REDUCING VALVE

SVS STEAM VENT SILENCER

SWHX STEAM TO WATER HEAT

EXCHANGER

T & PCV TEMPERATURE AND

PRESSURE CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TG TRANSFER GRILLE

TP TRAP

TR TOP REGISTER

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

TWU THRU-WALL UNIT

UC UNDER CUT

UC UNIT COOLER

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

URV UPBLAST UNIT VENTILATOR

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL

OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VI VIBRATION ISOLATOR

VIV VARIABLE INLET VANES

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE)

RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

WAG WASTE ANESTHESIA GAS

Wb WET-BULB (TEMPERATURE)

WC WATER COOLED

WCCH WATER COOLED CHILLER

WCCU WATER COOLED CONDENSING UNIT

WCHP WATER COOLED HEAT PUMPS

WCPU WATER COOLED PACKAGED UNIT

WEF WALL EXHAUST FAN

WF WATER FILTER

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

YR YEAR

ABBREVIATIONSVALVE AND PIPING SYMBOLS

FOF

FUEL OIL FILL

DAY TANK OIL SUPPLY

DAY TANK OIL RETURN

FUEL QUALITY MAINTENANCE SUPPLY

FUEL QUALITY MAINTENANCE RETURN

DRAWING SYMBOLS

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

SECTION LETTER

DRAWING NUMBER WHERE SHOWN

SUPPLY FAN NO. 3 IN BUILDING NO. 26

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

EQUIPMENT ABBREVIATION (SUPPLY FAN)

TYPICAL UNIT NO.

ITEM NUMBER (TERMINAL UNIT NO. 1)

BUILDING NO. WHERE EQUIPMENT IS LOCATED

ITEM (TERMINAL UNIT SHOWN)

SERVED BY AIR HANDLER UNIT NO. 1

PRESSURE RELIEF VALVE (FLANGED)

BALL VALVE (FLANGED)

MOTORIZED VALVE (FLANGED)

UNION

FLANGE CONNECTION - ALL FLANGES ARE

CLASS 150

FUSIBLE LINK VALVE (FLANGED)

DTOS

DTOR

FQMS

FQMR

SOCKET WELD TEE (3000#)

SOCKET WELD ELBOW (3000#)

BUTT WELD TEE (SCHD 40)

BUTT WELD ELBOW (SCHD 40)

FOR

FUEL OIL RETURN

FOS

FUEL OIL SUPPLY

FOV

FUEL OIL (TANK) VENT

GCO GRADE CLEAN OUT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-20-109

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

MECHANICAL LEGENDS

M-001

WLFSJP

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text

MH101

AutoCAD SHX Text A

AutoCAD SHX Text

MP102

AutoCAD SHX Text A

AutoCAD SHX Text

26-SF 3

AutoCAD SHX Text

26-TU-1-1

AutoCAD SHX Text

KEYED NOTE NUMBER

AutoCAD SHX Text

TYPICAL KEYED NOTE

AutoCAD SHX Text

MECH.

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

ROOM NAME (MECH. ROOM)

AutoCAD SHX Text

ROOM NUMBER (101)

AutoCAD SHX Text

TYPICAL ROOM NAME AND NUMBER

AutoCAD SHX Text

KEYED DEMOLITION WORK NOTE NUMBER

AutoCAD SHX Text

TYPICAL KEYED DEMOLITION WORK NOTE

AutoCAD SHX Text

LIMIT OF DEMOLITION

AutoCAD SHX Text

POINT OF CONNECTION, NEW TO EXISTING

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

VA FORM 08-6231

EXISTING STATION HOUSE

F O

D T

O R

D T

O S

G A T E

1. EXISTING 1,000 GALLON ABOVE GROUND FUEL TANK AND RELATED PIPING,

CONTROLS, ETC. TO REMAIN AS IS.

2. EXISTING 30,000 GALLON UNDERGROUND FUEL TANK, CONCRETE BALLAST PAD,

RELATED PIPING, CONTROLS, ETC. TO BE REMOVED FOR REPLACEMENT.

3. EXISTING FUEL OIL PUMP SKID SYSTEM AND RELATED PIPING, ETC. TO BE

REMOVED FOR REPLACEMENT.

4. EXISTING FUEL 2" OIL SUPPLY AND 1-1/2" RETURN PIPING TO/FROM BOILER DAY

TANKS TO REMAIN AS IS.

5. EXISTING 30,000 GALLON UNDERGROUND FUEL TANK, CONCRETE BALLAST PAD,

RELATED PIPING, CONTROLS, ETC. TO BE REMOVED.

6. DISCONNECT EXISTING DUST COLLECTOR AND REMOVE AND STORE. THEN

REINSTALL DUST COLLECTOR.

KEYED NOTES

1. DRAWINGS ARE SCHEMATIC IN NATURE. BRING TO ENGINEER'S IMMEDIATE

ATTENTION ANY SITE DISCREPANCIES.

2. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.

3. DO NOT SCALE DRAWINGS.

4. AS TANKS ARE REMOVED, FUEL IS TO BE PUMPED OUT AND THE VA IS TO BE

GIVEN CREDIT FOR QUANTITY.

5. UST'S 1 AND 2 TO BE REPLACED AS PHASE ONE WORK.

6. UST 3 TO BE REPLACED AND UST 4 TO BE REMOVED AS PHASE TWO WORK.

7. ALL UNDERGROUND STORAGE TANK WORK FOR THE BOILER SYSTEM MUST BE

DONE BETWEEN 17:00 HOURS (5:00 P.M.) AND 01:30 HOURS (1:30 A.M.) TO KEEP

THE LOADING DOCK AREA ACCESSIBLE DURING NORMAL BUSINESS HOURS.

8. EXISTING UTILITIES IN THE WORK AREA SHALL REMAIN ACTIVE. COORDINATE

WITH CIVIL DRAWINGS FOR LOCATIONS AND TYPES OF UTILITIES.

SHEET NOTES

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-20-109

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

MECHANICAL DEMOLITION PLAN -

BOILER SYSTEM

MD101

WLFSJP

0 4' 8' 16'

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text

EXISTING-UST-1

AutoCAD SHX Text

EXISTING-UST-2

AutoCAD SHX Text

EXISTING-UST-3

AutoCAD SHX Text

EXISTING-UST-4

AutoCAD SHX Text

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

MD101

AutoCAD SHX Text

MECHANICAL DEMOLITION PLAN - BOILER SYSTEM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text X

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

EXISTING STATION HOUSE

G A T E

F O

KEYED NOTES

1. DRAWINGS ARE SCHEMATIC IN NATURE. BRING TO ENGINEER'S IMMEDIATE

ATTENTION ANY SITE DISCREPANCIES.

2. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.

3. DO NOT SCALE DRAWINGS.

4. INSTALL ANTI-SIPHON VALVES AT THE HIGHEST POINTS IN ALL OF THE OIL PIPING

SYSTEMS TO PREVENT FREE FLOW OIL FROM THE STORAGE TANKS IF THERE IS

A BREAK IN THE FUEL PIPING. THESE ARE NOT SHOWN ON THE PLANS. FIELD

COORDINATE THE EXACT LOCATIONS WHERE THESE VALVES ARE REQUIRED

BASED ON THE ACTUAL INSTALLATION.

5. SEE PIPING SCHEMATIC SHEET MP601 FOR PIPING CONNECTIONS, VALVES, ETC.

6. ALL CONTROL MONITORING AND ALARMS SHALL BE CONNECTED TO THE

CAMPUS BUILDING MANAGEMENT SYSTEM.

7. UST'S 1 AND 2 TO BE REPLACED AS PHASE ONE WORK.

8. UST 3 TO BE REPLACED AS PHASE TWO WORK.

9. ALL UNDERGROUND STORAGE TANK WORK FOR THE BOILER SYSTEM MUST BE

DONE BETWEEN 17:00 HOURS (5:00 P.M.) AND 01:30 HOURS (1:30 A.M.) TO KEEP

THE LOADING DOCK AREA ACCESSIBLE DURING NORMAL BUSINESS HOURS.

SHEET NOTES

1. EXISTING 1,000 GALLON ABOVE GROUND FUEL TANK TO REMAIN AS IS.

2. NEW UNDERGROUND FUEL TANK IN SIMILAR LOCATION AS REMOVED TANK.

ANCHOR TO NEW BALLAST. SEE DETAIL 2/MP401.

3. CONTAINMENT VAULT FOR END ON UNDERGROUND PIPING. PIPING TO TURN UP

AND THRU EXISTING WALL AT 12" MIN. ABOVE GRADE.

4. VALVES FOR PIPING TO INDIVIDUAL TANKS TO BE LOCATED INSIDE BUILDING ,

RACKED ON THE EXTERIOR WALL.

5. 1" FUEL RETURN FROM BOILERS.

6. 3" FUEL OIL FILL FROM TANK FILL CONNECTION.

7. 1-1/2" FUEL OIL SUPPLY TO FUEL TRANSFER PUMP SET.

8. 2" FUEL OIL SUPPLY TO QUALITY MAINTENANCE SYSTEM.

9. 2" FUEL OIL RETURN FROM FUEL QUALITY MAINTENANCE SYSTEM.

10. CONTAINMENT VAULT FOR TURNING PIPES IF REQUIRED BY INSTALLATION

METHOD.

11. 2" FOV FROM TANK, TURN UP ON WALL AND TERMINATE WITH A GOOSENECK OR

MANUFACTURED FUEL OIL VENT CAP AT 1 FOOT ABOVE ROOF.

12. TANK INTERSTITIAL SPACE, DOUBLE CONTAINMENT PIPING, AND LEAK

DETECTION SYSTEM WIRING.

13. ALL UNDERGROUND BURIED PIPING TO BE DOUBLE WALL WITH MONITORING.

14. EXISTING 2" FOS AND 1-1/2" FOR TIGHT UNDER ROOF STRUCTURE TO EXISTING

BOILERS TO REMAIN AS IS.

15. REINSTALL EXISTING DUCT COLLECTOR AND RECONNECT ALL DUCTS, ETC.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS:

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7

1 2 3 5 6 7

PROJECT MANAGER:

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

NC License #: C-1848

Foresite Group, Inc.

2128 Moores Mill Rd.

Suite C

Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.fg-inc.net

ISSUED FOR CONSTRUCTION

17-177 693-20-109

SITE

WILKES BARRE, PA

REPLACE UNDERGROUND

MECHANICAL PLAN

MP101

WLFSJP

DocuSign Envelope ID: 9B83B927-A001-4EE6-8A57-15CA93221A73

5/4/2021

AutoCAD SHX Text

EXISTING-AST-1

AutoCAD SHX Text

UST-3

AutoCAD SHX Text

FCP 1

AutoCAD SHX Text

FQM 1

AutoCAD SHX Text

FTP 1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

UST-2

AutoCAD SHX Text

TANK FILL

AutoCAD SHX Text

UST-1

AutoCAD SHX Text

TANK FILL

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TANK FILL

AutoCAD SHX Text

EXISTING DUST COLLECTOR

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text

MP101

AutoCAD SHX Text

MECHANICAL PLAN - BOILER SYSTEM

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text X

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoC…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 5, 2021.