Drawings.pdf

PDF 27 MB Posted May 17, 2021

Attached to: Z1DA--Upgrade Fire Suppression-Annunciation System Federal contract opportunity
Solicitation number: 36C24621B0006
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to upgrade the fire suppression and annunciation system at the Richmond VA Medical Center. The Department of Veterans Affairs is soliciting proposals to provide all labor, materials, and supervision necessary to reconfigure and update the current diesel fire pump and building systems. Work includes demolition, architectural, electrical, plumbing, mechanical, and structural improvements to comply with VA construction standards. The contract period is 275 calendar days with an estimated value between $500,000 and $1,000,000. The solicitation is designated as a service-disabled veteran owned small business set aside and will be available on May 4, 2021, with proposals due around 30 days later. A site visit is scheduled for May 17, 2021 and all questions must be emailed to the specified point of contact.

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Other files for this federal contract opportunity

Other files attached to Z1DA--Upgrade Fire Suppression-Annunciation System, newest first.
File	Type	Posted
36C24621B0006 0003.docx	DOCX document	Jun 21, 2021
36C24621B0006 0002.docx	DOCX document	Jun 15, 2021
36C24621B0006_1.docx	DOCX document	May 17, 2021
WAGE DETERMINATION.pdf	PDF	May 17, 2021
Specifications.pdf	PDF	May 17, 2021

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AREA OF WORK

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

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 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAPPROJECT LOCATION MAP

PROJECT IMAGE

/1 /2

A M

GI001

ENG. PROJECT COVER

1 1RK AKS

UPGRADE FIRE

SUPPRESSION AND

ANNUNCIATION SYSTEM

H.H. MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 DECEMBER 18, 2020

CONSTRUCTION DOCUMENTS

652-18-10018-170

UPGRADE FIRE SUPPRESSION AND

ANNUNCIATION SYSTEM

H.H. MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249

VA PROJECT #: 652-18-100 APOGEE PROJECT #: 18-170

DRAWING LIST

No. Description Dwg of Dwg

GI001 ENG. PROJECT COVER 1 1

STRUCTURAL

S-001 GENERAL NOTES & SCHEDULES 1 3

S-101 PLANS 2 3

S-201 SECTIONS & DETAILS 3 3

ARCHITECTURAL

A-101 FIRST FLOOR PLAN 1 2

A-301 SECTIONS AND DETAILS 2 2

CIVIL

C-501 DEMO, SITE, PAVING, AND UTILITY PLAN 1 2

C-502 CONSTRUCTION DETAILS 2 2

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL INFORMATION 1 3

F-101 FIRST FLOOR FIRE PROTECTION PLANS 2 3

F-501 FIRE PROTECTION DETAILS AND SCHEDULES 3 3

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 4

E-101 ELECTRICAL NEW WORK PLAN 2 4

E-501 ELECTRICAL DETAILS 3 4

E-601 ONE-LINE DIAGRAM 4 4

DocuSign Envelope ID: 79D23206-AF43-48F6-9A0A-D9DB532986A3

12/17/2020

7 8 9 10 11 12

2 LAYERS OF FIRE RATED GYPSUM

WALL BOARD EACH SIDE OF 16 GA

STEEL STUD PARTITION @ 16"OC,

TYPICAL.

TOP OF WALLS UP TO

BOTTOM OF ROOF,

SEAL TO MAINTAIN

FIRE RATING.

6'-0" X 7'-0" HM 90

MIN RATED DOOR

AND FRAME

TOP OF WALLS UP TO

BOTTOM OF ROOF,

SEAL TO MAINTAIN

FIRE RATING.

NEW 2 HR RATED WALL TO

EXTEND FROM TOP OF

EXISTING CMU WALL TO

UNDERSIDE OF STRUCTURE.

A-301

7'-10" 6'-3"

VIF

17'-2"

4' -1

-6

2' -2

MIN.

4'-6"

3 3

A-301

SIM.

5 5

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

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 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

A-101

FIRST FLOOR PLAN

1 2DMM, LW GTS

UPGRADE FIRE

SUPPRESSION AND

ANNUNICATION SYSTEM

H.H MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 DECEMBER 18, 2020

CONSTRUCTION DOCUMENTS

652-18-10018-170

Scale: 1/4" = 1'-0"

1 FIRST FLOOR PLAN 0 4 8 16

N O

TRUE

KEY PLAN

SCALE: NO SCALE

1 SAW CUT, REMOVE AND REPLACE CONCRETE SLAB

FOR NEW UG PIPE.

1 NEW FIRE PUMP PACKAGE UNIT, SEE SHEET

F-501 FOR CORRESPONDING DETAILS AND

INFORMATION.

2 EXISTING SIAMESE CONNECTIONS TO REMAIN.

3 EXISTING TRANSFORMER

4 12" PIPE, COORDINATE WITH ENGINEERS'

DRAWINGS.

5 EXISTING ELECTRICAL EQUIPMENT.

SCHEDULE

SEE

2" 2"

SCHEDULE

SEE

DOOR AND

FRAME - SEE

DOOR SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) 2x METAL

STUDS TO FORM

HEADER

SEE DOOR

SCHEDULE

6" 2 LAYERS OF

FIRE RATED

GYPSUM WALL

BOARD BOTH

SIDES

DOOR AND

FRAME - SEE

DOOR

SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) 2x METAL

STUDS TO

FORM JAMB

2 LAYERS FIRE

RATED GYPSUM

WALL BOARD

BOTH SIDES

T.O. SLAB

T.O. RETAINING WALL

10' - 0"

T.O. JOIST ROOF LOW

POINT

27' - 0"

SEAL WALL AROUND

JOISTS TO MAINTAIN FIRE

RATING PER U.L. DETAIL

W-L-1065

SLIP TRACK, SEE

STRUCTURAL DRAWINGS

2 LAYERS OF 5/8" FIRE

RATED GYPSUM WALL

BOARD BOTH SIDES

6" METAL STUD FRAMING

EXISTING CMU

RETAINING WALL TO

REMAIN

'-0

SEAL BOTH SIDES

T.O. SLAB

T.O. RETAINING WALL

10' - 0"

T.O. JOIST ROOF LOW

POINT

27' - 0"

SLIP TRACK, SEE

STRUCTURAL DRAWINGS

2 LAYERS OF 5/8" FIRE

RATED GYPSUM WALL

BOARD BOTH SIDES

6" METAL STUD FRAMING

SEAL BOTH SIDES

NOTE: SEAL ALL PENETRATIONS

THROUGH WALL TO MAINTAIN 2 HOUR

FIRE RATING PER U.L. DETAIL W-L-1065

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

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 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

A-301

SECTIONS AND DETAILS

2 2DMM, LW GTS

UPGRADE FIRE

SUPPRESSION AND

ANNUNICATION SYSTEM

H.H MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 DECEMBER 18, 2020

CONSTRUCTION DOCUMENTS

652-18-10018-170

DOOR SCHEDULE

Level

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

T.O. SLAB 01 6' - 0" 7' - 0" 1 3/4" HM PT F HM PT 1 H1 J1 90MIN HW-12G PAINT DOOR AND FRAME TO MATCH EXISTING.

PROVIDE ADO.

Scale: 1/4" = 1'-0"

D1 DOOR ELEVATION

Scale: 1/4" = 1'-0"

F1 FRAME ELEVATION

Scale: 1 1/2" = 1'-0"

H1 HEAD DETAIL @ METAL STUD

Scale: 1 1/2" = 1'-0"

J1 JAMB DETAIL @ METAL STUD

Scale: 1/2" = 1'-0"

1 SECTION THRU EXISTING CMU WALL

Scale: 1/2" = 1'-0"

2 TYPICAL WALL SECTION

OHP

SIDEWALK

FENCE

CONC.

C O

N C

CONC.

DRAIN MH

TOP 178.66'

ELEC. BOX

POW

INV. 173.12'

173.84'

SSSS

170.09'

I N

171.27'

12"

C O

N C

ELEC.BOX WI RISER

CONNECTIONS

DRAIN

TOP

178.40'

BUILDING

FF=179.04'

ELEC.

BOXES

H/C

RAMP

INV. 170.30'

SAN. MH

TOP 178.00'

INV. 170.36'

SAN. MH

TOP 177.85'

CURB &

GUTTER

EDGE OF

CONCRETE

SAN. MH

TOP 177.75'

SAN. MH

TOP 177.93' INV.

170.15'

STEPS

BUILDING

FF=179.39'

SIAMESE

HYDRANTS

SAN. MH

TOP 178.75'

ELEC.

BOXES

EDGE OF

CONCRETE

BUILDING

FF=178.99'

FILLER

CAPS

ELEC.

BOX

CURB &

GUTTER

PEDESTRIAN

CROSSING

CURB &

GUTTER

CALL

BOX

BUILDING

FF=178.21'

12"

PINE

PAVED

AREA

TRANSFORMER

ON CONC. PAD

BENCHMARK

'X' ON CORNER

OF CONC. PAD

ELEV.=178.15'

UG/E

W W

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

UG/E

WWWWWWWWWW

W W

UG/E

UG/EUG/E

UG/E

UG/EUG/EUG/EUG/E

UG/E

GAS

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

UG/E

UG/T UG/T UG/T UG/T UG/T UG/T

UG/T

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

UG/E

UG/E UG/E

UG/E

UG/EUG/E

UG/E

UG/EUG/E

UG/E

UG/EUG/EUG/EUG/E

UG/E

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLOD

LOD

LODLOD

EXISTING BOLLARD

(TO BE REMOVED, TYP.)

EXISTING FIRE HYDRANT

(TO REMAIN, TYP.)

EXISTING ASPHALT PAVEMENT

(TO BE SAWCUT, REMOVED, AND

REPLACED FOR PROPOSED WATER LINE)

EXISTING SEWER LINE

(TO REMAIN, TYP.)

EXISTING UNKNOWN UTILITY

(TO REMAIN)

EXISTING CONCRETE SIDEWALK

(TO BE SAWCUT, REMOVED, AND

REPLACED FOR PROPOSED WATER LINE)

EXISTING WATER LINE

(TO REMAIN, TYP.)

EXISTING UNDERGROUND ELECTRICAL LINE

(TO REMAIN, TYP.)

EXISTING SEWER MANHOLE

(TO REMAIN)

66.89'

29.35'

27.01'

3.01'

EXISTING CURB AND GUTTER

(TO BE SAWCUT, REMOVED, AND REPLACED)

EXISTING WATER SERVICE

(TO REMAIN)

EXISTING TRANSFORMER

(TO REMAIN)

EXISTING GAS LINE

(TO REMAIN)

EXISTING MANHOLE AND SEWER LINE

(TO REMAIN)

EXISTING UNDERGROUND

PHONE LINE

(TO REMAIN)

EXISTING FENCE

(TO REMAIN)

EXISTING ELECTRICAL LINE

(TO REMAIN)

EXISTING WATER LINE

(TO REMAIN)

EXISTING FIRE

HYDRANT

(TO REMAIN)

OHP

SIDEWALK

FENCE

CONC.

C O

N C

CONC.

ELEC. BOX

POW

SSSS

170.09'

I N

171.27'

ELEC.BOX WI RISER

CONNECTIONS

BUILDING

FF=179.04'

ELEC.

BOXES

H/C

RAMP

INV. 170.30'

SAN. MH

TOP 178.00'

INV. 170.36'

SAN. MH

TOP 177.85'

CURB &

GUTTER

EDGE OF

CONCRETE

SAN. MH

TOP 177.75'

SAN. MH

TOP 177.93' INV.

170.15'

STEPS

BUILDING

FF=179.39'

SAN. MH

TOP 178.75'

ELEC.

BOXES

EDGE OF

CONCRETE

BUILDING

FF=178.99'

ELEC.

BOX

CURB &

GUTTER

PEDESTRIAN

CROSSING

CURB &

GUTTER

CALL

BOX

BUILDING

FF=178.21'

12"

PINE

PAVED

AREA

TRANSFORMER

ON CONC. PAD

BENCHMARK

'X' ON CORNER

OF CONC. PAD

ELEV.=178.15'

UG/E

W W

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

UG/E

WWWWWWWWWW

W W

UG/E

UG/EUG/E

UG/E

UG/EUG/EUG/EUG/E

UG/E

GAS

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

UG/E

UG/T UG/T UG/T UG/T UG/T UG/T

UG/T

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

UG/E

UG/E UG/E

UG/E

UG/EUG/E

UG/E

UG/EUG/E

UG/E

UG/EUG/EUG/EUG/E

UG/E

66.89'

27.01'

3.01'

PROPOSED ELECTRICAL FIRE PUMP IN ENCLOSURE

(SEE FIRE PROTECTION PLANS FOR DETAILS)

PROPOSED 12' X 24' LEVEL CONCRETE PAD FOR

PROPOSED ELECTRIC FIRE PUMP

(REFERENCE STRUCTURAL PLANS PER PAD DETAILS)

C-502

REMOVABLE POST

BOLLARD (TYPE A)

(TYP.)

C-502

UTILITY TRENCH PATCH

(TYP.)

PROPOSED CURB

AND GUTTER

(TO MATCH EXISTING)

PROPOSED CONCRETE SIDEWALK

(TO MATCH EXISTING)

PROPOSED SOD

(TYP.)

PROPOSED 8" DIP FIRE WATER LINE

CONTRACTOR SHALL REFER TO FIRE PLANS

FOR DETAILS AT THE BUILDING

PROPOSED POST INDICATOR VALVE

(SEE FIRE PROTECTION PLANS FOR DETAILS)

CONTRACTOR SHALL REFER TO FIRE PLANS

FOR FIRE PUMP CONNECTIONS

PROPOSED 12" DIP FIRE WATER LINE

PROPOSED WATER SERVICE CONNECTION

WITH 12"X8"X12" TAPPING SLEEVE

29.35' 4'

PROPOSED ELECTRICAL DUCT BANK

(SEE ELECTRICAL PLANS FOR DETAILS)

24'

PROPOSED ELECTRICAL DUCT BANK

(SEE ELECTRICAL PLANS FOR DETAILS)

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

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

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

UPGRADE FIRE

SUPPRESSION AND

ANNUNCIATION SYSTEM

H.H. MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 DECEMBER 18, 2020

CONSTRUCTION DOCUMENTS

652-18-100

18-170

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

GRADING AND DRAINAGE PLAN LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF CURB / BOTTOM OF CURB

SPOT ELEVATION

XXXX.XX

XXXX

SCALE: 1" = 20'

C-501

DEMOLITION PLAN

SCALE: 1" = 20'

C-501

SITE, PAVING, AND UTILITY PLAN

SITE AND PAVING PLAN LEGEND

PROPOSED HEAVY DUTY ASPHALT PAVING

PROPOSED CONCRETE SIDEWALK PAVING

PROPOSED CONCRETE PAVING

PROPOSED LANDSCAPING

PROPERTY LINE

DEMOLITION PLAN LEGEND

CONCRETE SIDEWALK AND/OR CURB & GUTTER TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

LANDSCAPING TO BE REMOVED

PROPERTY LINE

LIMITS OF DISTURBANCE

LOD LOD LOD

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY FENCING IN THE FORM

OF A 6' HIGH GALVANIZED CHAIN LINK FENCE AROUND THE

PROPOSED IMPROVEMENTS.

2. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH DEPARTMENT OF VETERAN AFFAIRS

TECHNICAL INFORMATION LIBRARY STANDARD SPECIFICATIONS.

4. 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.

5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND

LIAISON WITH VETERAN AFFAIRS IN THE PROCESS OF LOCATION

AND RELOCATION OF AND TIE-IN TO VETERAN AFFAIRS' UTILITIES.

6. 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 VETERAN

AFFAIRS' SATISFACTION AT NO COST TO THE VETERAN AFFAIRS.

7. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER.

8. CONTRACTOR IS RESPONSIBLE FOR CONTACTING

DEPARTMENT OF VETERAN 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.

9. 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.

10. CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING

DEMOLITION ACTIVITY.

11. COORDINATE WITH DEPARTMENT OF VETERAN AFFAIRS CODES

ENFORCEMENT DIVISION AS REQUIRED DURING ALL DEMOLITION

AND NEW CONSTRUCTION ACTIVITIES.

12. ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

13. CONTRACTOR TO POT HOLE EXISTING WATER LINE,

UNDERGROUND ELECTRICAL LINES, GAS LINE, UNDERGROUND

TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES DURING

DEMOLITION ACTIVITIES AND COORDINATE FIELD LOCATIONS AND

DEPTHS OF THESE UTILITIES WITH ENGINEER FOR PROPOSED

UTILITY CROSSINGS AND PROPOSED PAVEMENT OVER EXISTING

LINES. THESE LINES MAY REQUIRE RELOCATION.

14. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

15. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED

BY THE ENGINEER OR OTHER INSPECTORS AS DETERMINED BY

FIELD CONDITIONS.

16. STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

17. A SUBSURFACE UTILITY LOCATION LEVEL B INVESTIGATION

WAS PERFORMED FOR THE SITE, UTILIZING GROUND PENETRATING

RADAR AND AN ELECTROMAGNETIC PIPE LOCATOR (SEE SHEET

V-101). EVERY EFFORT WAS MADE TO LOCATE ANY AND ALL

UNDERGROUND UTILITIES ON SITE, BUT THERE MAY BE ADDITIONAL

UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES

NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE

CONTRACTOR IS REQUIRED TO PERFORM THERE OWN

SUBSURFACE UTILITY LOCATION PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE ENGINEER IN CASE OF

DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

CONTRACTOR IS REQUIRED TO POTHOLE ALL UTILITIES CROSSINGS

WITH THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL

NOTIFY THE ENGINEER IN CASE OF DISCREPANCIES THAT AFFECT

THE CONSTRUCTION PROJECT.

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 BUILDING LOCATION ARE

GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL

CURB RADII ARE GIVEN AT THE FACE OF CURB.

2) CONTRACTOR SHALL NOTIFY VETERANS AFFAIRS 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.

4) MAXIMUM CUT OR FILL SLOPE= 2H:1V.

5) THRUST BLOCKING TO BE PROVIDED AT ALL HORIZONTAL AND

VERTICAL BENDS ALONG THE PROPOSED FIRE WATER LINE.

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) 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.

3) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN

THE VICINITY OF THE EXISTING OVERHEAD POWER LINES.

CONTRACTORS SHALL NOTIFY/COORDINATE WITH VETERANS

AFFAIRS PRIOR TO CONSTRUCTION.

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

EXISTING UNKNOWN UTILITY LINE

PROPOSED FIRE WATER LINE

W W W

SS SS SS

GAS GAS GAS

UG/T UG/T

UG/E UG/E

OHP OHP OHP

TRUE NORTH

0 2010 40

TRUE NORTH

0 2010 40

KEY PLAN

SCALE: NO SCALE

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

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

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

UPGRADE FIRE

SUPPRESSION AND

ANNUNCIATION SYSTEM

H.H. MCGUIRE VAMC

1201 BROAD ROCK BLVD.

RICHMOND, VA 23249 DECEMBER 18, 2020

CONSTRUCTION DOCUMENTS

652-18-100

18-170

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

TYPE 3 UTILITY TRENCH PATCH

NOT TO SCALE

C-502

REMOVABLE POST BARRICADE

NOT TO SCALE

C-502

REMOVABLE POST BARRICADE - STRAP DETAIL

NOT TO SCALE

C-502

UTILITY TRENCHING SCHEMATIC DETAIL

NOT TO SCALE

C-502

CONCRETE POST BARRICADES

NOT TO SCALE

THRUST BLOCKING FOR HIGH PRESSURE SYSTEM

NOT TO SCALE

C-502

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA

13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE

PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS

DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE

PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION

SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS

DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE

BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING

CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING

CODE, ESPECIALLY CHAPTERS 6 (TYPES OF CONSTRUCTION) AND CHAPTER 9 (FIRE

PROTECTION SYSTEMS), NFPA 13 (CHAPTER 8), AND THE PROJECT SPECIFICATIONS

FOR OTHER FIRE PROTECTION REQUIREMENTS.

FIRE PROTECTION GENERAL NOTES

FIRE PROTECTION CONTRACTOR

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINE

FPC

TAMPER SWITCH

FLOW SWITCH

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

ORDINARY HAZARD

GROUP 1 OCCUPANCY

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

KEYNOTE

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

BACKFLOW PREVENTER

FIRE PROTECTION DEMOLITION GENERAL NOTES

A. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. THE CONTRACTOR IS

TO FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND

VALVES PRIOR TO THE START OF WORK.

B. COORDINATE WITH VA FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. THE CONTRACTOR SHALL GIVE THE OWNER THREE (3) DAYS NOTICE PRIOR TO THE PLANNED SHUTDOWN OR

INTERRUPTION.

C. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT

OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS.

D. ALL FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN

OFFSITE AND DISPOSED OF.

BUILDING AND OCCUPANT SAFETY -

INTERRUPTION OF FIRE PROTECTION SERVICE

A. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS DOWN AND OUT OF COMMISSION, THE FIRE PROTECTION CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY. COORDINATE THIS WITH VA COR.

B. A FIRE PROTECTION WATCH IS IMPLEMENTED TO ENSURE THE FIRE SAFETY OF A BUILDING IN THE EVENT OF ANY ACT, OR SITUATION INSTIGATING AN INCREASED RISK TO PERSONS OR PROPERTY. THE TERM “FIRE WATCH” IS USED TO DESCRIBE A DEDICATED PERSON OR PERSONS WHO’S SOLE RESPONSIBILITY IS TO LOOK FOR FIRES WITHIN AN

ESTABLISHED AREA.

C. FIRE WATCH PERSONNEL ARE TO KEEP WATCH FOR FIRES IN THE GENERAL AREA OF PERFORMANCE, THE PERSONS

PERFORMING THE FIRE WATCH ARE NOT PERMITTED TO PERFORM ANY OTHER DUTIES.

D. FIRE WATCH PERSONNEL ARE TO HAVE FIRE EXTINGUISHING EQUIPMENT READILY AVAILABLE AND TO BE TRAINED IN ITS

USE.

E. THE QUANTITY OF PERSONNEL INVOLVED IN THE FIRE WATCH IS TO BE ADEQUATE SUCH THAT EACH FLOOR, LEVEL, AND

ROOM OF THE FIRE AREA IS COVERED. COORDINATE THIS WITH VA COR.

T&D

ORDINARY HAZARD

GROUP 2 OCCUPANCY

A. THESE FIRE PROTECTION DRAWINGS ARE DIAGRAMMATIC IN NATURE. SPRINKLER HEAD TYPES AND APPROXIMATE LOCATIONS HAVE BEEN ESTABLISHED. THE FIRE PROTECTION LAYOUT INDICATED IS FOR REFERENCE ONLY. FINAL SYSTEM LAYOUT AND PIPE ROUTING SHALL BE DETERMINED BY THE FIRE PROTECTION CONTRACTOR AND SHALL TAKE INTO CONSIDERATION THE BUILDING STRUCTURE, ARCHITECTURAL FEATURES AND SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES. THE FIRE PROTECTION CONTRACTORS SHALL PROVIDE WORKING DRAWINGS IN

ACCORDANCE WITH NFPA 13 FOR REVIEW AND APPROVAL BY COR.

B. ADJUST SPRINKLERS TO BE PLACED IN THE CENTER OF THE CEILING TILE IT IS SHOWN IN.

C. MODIFICATION TO EXISTING SPRINKLER SYSTEMS SHALL RESULT IN A COMPLETE AND WORKING WET PIPE SPRINKLER

SYSTEM THAT IS IN COMPLIANCE WITH CONTRACT DOCUMENTS AND NFPA 13.

D. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH NFPA 13, THE DEPARTMENT OF VETERANS AFFAIRS, FIRE PROTECTION DESIGN MANUAL 7TH EDITION AND ALL OTHER APPLICABLE CODES AND STANDARDS.

E. LIGHT HAZARD OCCUPANCIES: OFFICE AND CUSTOMARY ACCESS AREAS. LIGHT HAZARD SPACES SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE A MINIMUM DENSITY OF 0.10 GPM/SQ.FT. OVER THE HYDRAULICALLY MOST

REMOTE 1500 SQ.FT.

F. ORDINARY HAZARD GROUP 1 OCCUPANCIES: MECHANICAL ROOMS, TRANSFORMER ROOMS, ELECTRICAL SWITCHGEAR ROOMS AND ELECTRICAL CLOSETS. ORDINARY HAZARD GROUP 1 SPACES SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE A MINIMUM DENSITY OF 0.15 GPM/SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT.

G. ORDINARY HAZARD GROUP 2 OCCUPANCIES: STORAGE ROOMS, TRASH ROOMS, CLEAN AND SOILED LINEN ROOMS AND KITCHENS. ORDINARY HAZARD GROUP 2 SPACES SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE A MINIMUM

DENSITY OF 0.20 GPM/SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 1500 SQ.FT.

H. PRIOR TO THE OPERATION (OPENING OR CLOSING) OF ANY VALVES CONTROLLING WATER TO THE DOMESTIC OR FIRE SYSTEMS, NOTIFICATION SHALL BE GIVEN TO THE COR AND APPROVAL MUST BE OBTAINED BEFORE BEGINNING OF

WORK.

I. PROVIDE PIPING OFFSETS AS REQUIRED TO AVOID DUCTWORK, STRUCTURE, OTHER TRADES OR OTHER

OBSTRUCTIONS.

J. ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS IN AREAS WITH FINISHED CEILINGS AND CORRESPONDING SPRINKLER HEADS SHALL BE RECESSED. IN AREAS WITH EXPOSED STRUCTURE, PIPING SHALL BE EXPOSED AND PAINTED TO MATCH ADJACENT SURFACES. IN NO CASE SHALL ANY EXPOSED SPRINKLER PIPING BE INSTALLED BELOW THE BOTTOM

HORIZONTAL PLANE OF LIGHTING FIXTURES.

K. NEW ZONE PIPING SHALL BE HYDRAULICALLY CALCULATED WITH THE AVAILABLE SUPPLY AND RESIDUAL PRESSURE AS SHOWN IN THE SPECIFICATIONS. PERFORM HYDRAULIC CALCULATIONS UTILIZING THE AREA/DENSITY METHOD. DESIGN AREA REDUCTIONS ARE PERMITTED WHEN USING QUICK RESPONSE SPRINKLERS. MINIMUM DESIGN AREA IS 1500 SQ.FT.

INCLUDE AN ALLOWANCE FOR A 250 GPM HOSE STREAM AT THE BASE OF THE RISER. SHOP DRAWINGS SHALL BE PREPARED AND SEALED STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE FIELD OF FIRE PROTECTION.

L. VERIFY ALL DISTANCES, HEIGHTS AND DIMENSIONS OF THE BUILDING AND ITS SYSTEMS PRIOR TO THE START OF WORK.

M. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS EXCEPT WHERE SPECIFICALLY PROHIBITED (E.G., HIGH TEMPERATURE AREAS AS DEFINED IN NFPA 13). ALL SPRINKLERS SHALL BE UL LISTED AND FM APPROVED.

N. ALL VALVES SHALL BE READILY ACCESSIBLE FOR OPERATION.

O. CONTRACTOR SHALL PROVIDE LOW POINT DRAINS AS REQUIRED BY NFPA 13. ALL LOW POINTS SHALL BE MARKED WITH

A SIGN INDICATING "AUXILIARY DRAIN".

P. TEST SPRINKLER SYSTEM, CONTROLS, PIPING AND MONITORING IN ACCORDANCE WITH NFPA 25.

Q. NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED, OR BURNED.

R. CONTRACTOR SHALL PRESSURE TEST RISERS AFTER NEW FIRE PUMP IS INSTALLED.

FP FIRE PUMP

AUTOMATIC AIR

RELEASE VALVE

M FLOWMETER JP JOCKEY PUMP

SANITARY SEWERSAN

A. CONTRACTOR SHALL COMPLY WITH THE OWNER'S WRITTEN DUST AND NOISE CONTROL REQUIREMENTS

B. EXISTING AIR QUALITY REQUIREMENTS AND OTHER UTILITY REQUIREMENTS FOR OCCUPIED AREAS SHALL BE

MAINTAINED.

C. RENOVATION AREAS SHALL BE ISOLATED FROM OCCUPIED AREAS DURING CONSTRUCTION USING AIRTIGHT BARRIERS.

PROVIDE EXHAUST AIRFLOW IN A MANNER THAT SHALL BE SUFFICIENT TO MAINTAIN NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE. COORDINATE TEMPORARY BARRIERS WITH INTERIM LIFE SAFETY MEASURES.

D. FIRE PROTECTION SYSTEM REVISIONS SHALL BE PROPERLY PERFORMED TO LIMIT WATERBOURNE OPPORTUNISTIC

PATHOGENS.

E. DOUBLE-BAGGING IS REQUIRED FOR CONSTRUCTION DEBRIS. COMPLY WITH OWNER'S DESIGNATED ROUTE FOR

REMOVAL.

DUST AND NOISE CONTROL MEASURES

CONSTRUCTION PHASING

PHASE - 1 ( REQUIRE EXISTING FIRE PUMP SHUTDOWN)

1. INSTALL NEW ELECTRICALLY DRIVEN FIRE PUMP WITH ENCLOSURE AS PER ARCHITECTURAL/CIVIL DRAWINGS.

2. INSTALL SUCTION AND DISCHARGE PIPING TO PUMP AS PER FIRE PROTECTION DRAWINGS.

3. INSTALL FIRE PUMP CONTROL PANEL AND ELECTRICAL POWER TO FIRE PUMP PER ELECTRICAL DRAWINGS.

4. TEST AND COMMISSION FIRE PUMP, AND PUT IN OPERATION.

PHASE - 2

1. RELOCATE DIESEL TANK SERVING EXISTING FIRE PUMP WITH IN BUILDING 501.

2. RE-ORIENT GATE VALVES TO ACCOMMODATE ARCHITECTURAL MODIFICATIONS.

3. PROVIDE ARCHITECTURAL MODIFICATIONS PER ARCHITECTURAL DRAWINGS.

4. TEST AND COMMISSION FIRE PUMP AND PUT IN OPERATION AS BACK UP TO PRIMARY ELECTRICALLY DRIVEN PUMP.

PHASE - 3

1. TEST BOTH FIRE PUMPS PER NFPA REQUIREMENTS TO BE WITNESSED BY VA AND LOCAL FIRE AUTHORITY.

2. TEST PUMP CONTROLS AND CHANGEOVER FROM PRIMARY TO SECONDARY PUMP.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

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 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FIRE PROTECTION GENERAL

INFORMATION

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