SWVCC 260-B5260-046 M25SW125 Project Drawings 2026-02-13.pdf

PDF 8 MB Posted Mar 20, 2026

Attached to: Replace Oil Burners with Gas Boiler at Davis Hall at Southwest Virginia Community College, PC# 260-B5260-046 (M25SW125)
Solicitation number: DBB-114331
Issued by: Brunswick County, Chatham Town, Virginia

About this file

Written by GovTribe AI · Mar 24, 2026

This file consists of project working drawings and technical specifications for the Replace Oil Burners with Gas Boiler project at Southwest Virginia Community College's Davis Hall, located in Cedar Bluff, Virginia, under Project Code 260-B5260-046. The project scope involves the demolition of one 8,000-gallon underground fuel oil storage tank, one 1,000-gallon underground propane storage tank, two 1,250 MBH fuel oil boilers with associated hot water pumps, and the installation of a new 6,500-gallon underground propane storage tank, a 1,300 MBH propane boiler, and replacement system hot water pumps. The new propane storage tank will be installed in the location of the removed fuel oil tank. The project is classified as a Level 1 Alteration in compliance with the 2021 Virginia Existing Building Code Section 601.2. The sealed bid deadline is 2:00 P.M. on Wednesday, March 25, 2026, with public bid opening scheduled for Thursday, March 26, 2026, at the Virginia Community College System offices in Richmond, Virginia. Bids are submitted electronically through eVA or by hand delivery to the VCCS Attention: Mrs. Sibyl Roberts, 300 Arboretum Place, Suite 200, Richmond, Virginia 23236, with telephone contact at (804) 819-4918.

The project drawings provide comprehensive civil, mechanical, and electrical plans totaling 17 sheets, including site plans, existing conditions and demolition plans, mechanical system layouts, roof details, boiler schedules, and control system specifications. All work must comply with the Virginia Uniform Statewide Building Code (VUSBC) 2021, Virginia Construction Code, Virginia Existing Building Code, applicable NFPA standards (NFPA-72, NFPA-13, NFPA-58), Virginia Fuel Gas Code, Plumbing Code, Mechanical Code, Fire Code, Energy Conservation Code, and ASHRAE 90.1-2019. The contractor must contact Virginia 811 at least 72 hours prior to excavation, provide erosion and sediment control measures, protect existing utilities and site features, and obtain all required federal, state, and local permits. A Standard Commonwealth Bid Bond (form CO-10.2) and Contract Security are required. The contractor shall process all pay applications and invoices through the Owner's e-Builder web-based project management software at no cost. The project manager for Virginia Community College System is Mike Wagner, and the design firm project manager is Tyler Morris of Wiley|Wilson.

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Other files

File	Type	Posted
SWVCC 260-B5260-046 M25SW125 Addendum 02 2026-03-20.pdf	PDF	Mar 20, 2026
SWVCC 260-B5260-046 M25SW125 Addendum 01 2026-03-13.pdf	PDF	Mar 20, 2026
SWVCC 260-B5260-046 M25SW125 Project Manual 2026-02-13.pdf	PDF	Mar 20, 2026
SWVCC 260-B5260-046 M25SW125 Notice of Invitation for Bids.pdf	PDF	Mar 20, 2026

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DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

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DESIGN:

DATE:

COMM NO:

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COVER SHEET

SWL

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02/13/2026

250077

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SOUTHWEST VIRGINIA COMMUNITY COLLEGE

REPLACE OIL BURNERS WITH GAS BOILER AT

DAVIS HALL

CEDAR BLUFF, VIRGINIA

PROJECT CODE: 260-B5260-046

WORKING DRAWINGS

JANUARY 22, 2026

PROJECT INFORMATION

CAMPUS MAPVICINITY MAP

NOT TO SCALE NOT TO SCALE

INDEX OF DRAWINGS

SHEET NO SHEET NAME

REVISION

NO DATE DESCRIPTION

GENERAL

G-001 COVER SHEET

CIVIL

C-001 CIVIL GENERAL NOTES, LEGENDS, SYMBOLS, AND ABBREVIATIONS

C-101 EXISTING CONDITIONS AND DEMOLITION PLAN

C-102 SITE PLAN

C-501 CIVIL DETAILS

MECHANICAL

M-001 LEGEND, ABBREVIATIONS & GENERAL NOTES

MD101 MECHANICAL DEMOLITION PLANS

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 ROOF MECHANICAL PLAN

M-301 SECTIONS

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-701 CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGENDS AND SYMBOLS

E-101 FIRST FLOOR ELECTRICAL PLANS

E-601 PANEL SCHEDULES & ONELINES

SHEETS: 17

VCCS

PROJECT MANAGER: MIKE WAGNER

PHONE: (804)-258-8802

EMAIL: MWAGNER@VCCS.EDU

ADDRESS:300 ARBORETUM PLACE, SUITE 200, RICHMOND, VIRGINIA 23236

Wiley|Wilson

PROJECT MANAGER: TYLER MORRIS

PHONE: (434) 455-3692

EMAIL: TDMORRIS@WILEYWILSON.COM

ADDRESS: 127 NATIONWIDE DRIVE, LYNCHBURG, VIRGINIA 24502

PROJECT SCOPE:

THE PROJECT SITE IS LOCATED AT DAVIS HALL ON THE CAMPUS OF SOUTHWEST VIRGINIA COMMUNITY COLLEGE. THE PROJECT PROPOSES THE DEMOLITION OF ONE (1) 8,000 GALLON UNDERGROUND FUEL OIL STORAGE TANK, ONE (1) 1,000 GALLON UNDERGROUND PROPANE STORAGE TANK, TWO (2) 1250 MBH FUEL OIL BOILERS AND ASSOCIATED HOT WATER PUMPS AND THE INSTALLATION OF A NEW 6,500 GALLON UNDERGROUND PROPANE STORAGE TANK, A 1,300 MBH PROPANE BOILER, AND SYSTEM HOT WATER PUMPS. THE NEW PROPANE STORAGE TANK WILL BE INSTALLED IN THE LOCATION OF THE REMOVED FUEL OIL TANK.

THIS PROJECT IS A LEVEL 1 ALTERATION IN COMPLIANCE WITH THE 2021 VIRGINIA EXISTING BUILDING CODE SECTION 601.2 LEVELS

OF ALTERATIONS.

GOVERNING CODES:

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC)

2021 VIRGINIA CONSTRUCTION CODE (VUSBC, PART 1, VCC)

2021 VIRGINIA EXISTING BUILDING CODE (VUSBC, PART 2, VEBC)

2021 ERRATA TO THE VIRGINIA BUILDING AND FIRE REGULATIONS

CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM), 2025 EDITION REV 0, 03/17/2025 2019 NATIONAL FIRE PROTECTION ASSOCIATION, FIRE ALARM AND FIRE SPRINKLER CODES (NFPA-72, NFPA-13)

AS ADOPTED AND AMENDED BY THE VUSBC.

2020 NATIONAL FIRE PROTECTION ASSOCIATION, LIQUEFIED PETROLEUM GAS CODE (NFPA-58)

AS ADOPTED AND AMENDED BY THE VUSBC.

2021 VIRGINIA FUEL GAS CODE

2021 VIRGINIA PLUMBING CODE

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA FIRE CODE

2021 VIRGINIA ENERGY CONSERVATION CODE

2019 ASHRAE 90.1

2020 NATIONAL ELECTRICAL CODE, NFPA 70

NFPA 58, LIQUEFIED PETROLEUM GAS CODE, 2020

ADA90-TITLE II

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, CHAPTER 2 FOR SCOPING REQUIREMENTS

ICC 117.1-2017 STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, CHAPTERS 1 & 3-11

BUILDING INFORMATION:

VCC CONSTRUCTION TYPE: IIB, FULLY SPRINKLERED

USE GROUP: B, BUSINESS

BUILDING AREA:

GROSS AREA (GSF): 45,000 SF

HIGH PERFORMANCE BUILDING ACT:

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF

THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING.

VIRGINIA ENERGY CONSERVATION CODE:

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH ASHRAE 90.1-2019

SECTIONS 5, 6, 7, 8, 9, & 10.

a. SECTION 5 BUILDING ENVELOPE COMPLIANCE IS NOT APPLICABLE.

b. SECTION 6 HVAC COMPLIANCE WILL BE VIA SECTIONS 6.4 – MANDATORY PROVISIONS AND 6.5 – PRESCRIPTIVE

PATH.

c. SECTION 8 POWER COMPLIANCE WILL BE VIA SECTION 9.5 - MANDATORY PROVISIONS.

d. SECTION 9 LIGHTING COMPLIANCE IS NOT APPLICABLE.

PROJECT ALTERATIONS WILL BE SUCH THAT THE EXISTING BUILDING IS NO LESS CONFORMING TO THE PROVISIONS OF THE 2021 VIRGINIA CONSTUCTION CODE THAN THE EXISTING BUILDING WAS PRIOR TO THE ALTERATION IN COMPLIANCE WITH THE 2021

VIRGINIA EXISTING BUILDING CODE SECTION 601.1.

ASBESTOS DISCLOSURE STATEMENT:

AN ASBESTOS INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING BUILDING THAT

MAY BE AFFECTED BY THE WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985.

LEAD MATERIALS DISCLOSURE:

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE BUILDING WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS

THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED

BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.

DIG NOTICE:

CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR HTTPS://WWW.VA811.COM NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND

DO NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.

FIRE SAFETY NOTE AND REQUIREMENTS:

CONTRACTOR MUST STRICTLY OBSERVE REQUIREMENTS OF THE INTERNATION FIRE CODE (IFC) DURING CONSTRUCTION OPERATION. CONDITIONS OR ACTIVITIES CREATING FIRE HAZARDS DURING CONSTRUCTION OR DEMOLITION REQUIRE ADHERENCE TO CHAPTER 33 OF THE IFC. FOR CONDITIONS NOT COVERED IN THE IFC, REFER TO NFPA-241.

SITE

PROJECT SITE

CONTACT INFORMATION

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02/13/2026

P R O F

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MARK R. PUCCINELLI JR

Lic. No. 061647

10/16/202002/13/202502/13/2026

G. KEITH THOMPSON, JR.

Lic. No. 41823

02/13/2026

CONSTRUCTION DOCUMENTS

FEBRUARY 13, 2026

COM

W E A L T H O F V

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I A

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SSIONAL

E E RLic. No. 55060

TYLER D. MORRIS

02/05/202602/13/2026

CAT

GKT

C-001

CIVIL GENERAL NOTES,

LEGENDS, SYMBOLS, AND

ABBREVIATIONS

EXISTING STRUCTURE DATA

STORM STRUCTURE DATA SANITARY STRUCTURE DATA ENGINEER CONTACT INFORMATION

NAME: G. KEITH THOMPSON, JR, PE, LEED AP BD+C, ENV SP

VICE PRESIDENT, WATER RESOURCES GROUP LEADER

COMPANY: WILEY|WILSON

ADDRESS: 127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

PHONE: (434) 455-3219

EMAIL: KTHOMPSON@WILEYWILSON.COM

1. CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO BEGINNING ANY EXCAVATION OR

DEMOLITION IN ACCORDANCE WITH THE VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION

ACT. CONTACT APPROPRIATE UTILITY AUTHORITY IN THE EVENT THAT MISS UTILITY DOES NOT LOCATE PRIVATE UTILITIES. PROVIDE THIRD PARTY LOCATING SERVICE AS REQUIRED TO LOCATE

UTILITIES ON PRIVATE PROPERTY.

2. ALL ABOVE GROUND SITE FEATURES AND UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES

HAVE BEEN PLOTTED FROM AVAILABLE RECORDS, AND THEREFORE THEIR LOCATION MUST BE

CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXTENTS OF WHICH ARE

PRESENTLY NOT KNOWN. VERIFY LOCATION OF ALL UTILITIES NECESSARY TO PERFORM THE

WORK INDICATED IN THE PROJECT DOCUMENTS PRIOR TO ORDERING ANY MATERIALS AT NO

ADDITIONAL COST TO THE OWNER.

3. PROTECT ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK, WHETHER SHOWN ON THE PLANS

OR NOT. IF RELOCATION OF EXISTING UTILITIES IS REQUIRED, CONTACT THE APPROPRIATE

RESPONSIBLE UTILITY AUTHORITY BEFORE DISRUPTING UTILITY SERVICE. DAMAGE TO THE

UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIVITIES MUST BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4. IN THE EVENT THAT A UTILITY LINE IS DISCOVERED THAT IS NOT IDENTIFIED ON THE CONTRACT DOCUMENTS, IMMEDIATELY STOP WORK IN THIS AREA AND IMMEDIATELY CONTACT THE ENGINEER

OF RECORD.

5. DO NOT STORE MATERIALS, EQUIPMENT,OPERATE OR PARK EQUIPMENT WITHIN THE DRIPLINE OF

EXISTING TREES THAT ARE TO REMAIN, EXCEPT AS REQUIRED FOR CONSTRUCTION IN THOSE

AREAS. PROTECT ALL EXISTING TREES TO REMAIN WITHIN THE LIMITS OF WORK.

6. RESTORE, TO THEIR ORIGINAL OR BETTER CONDITION AND AT CONTRACTOR'S OWN EXPENSE, ALL EXISTING AND NEW SITE FEATURES DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO: PAVEMENT, CURBS, SIGNS, LANDSCAPING, STRUCTURES, WALLS, FENCES, AND UTILITIES.

7. MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED PLANS AT THE PROJECT SITE DURING

CONSTRUCTION. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS

PRIOR TO THE START OF CONSTRUCTION. BRING ANY DISCREPANCY TO THE ATTENTION OF THE

ENGINEER OF RECORD IMMEDIATELY FOR CLARIFICATION.

8. FURNISH AND PERFORM ALL WORK INCIDENTAL TO THE CONTRACT AND NECESSARY TO

COMPLETE THE PROJECT, ALTHOUGH NOT SPECIFICALLY REFERRED TO ON THE CONTRACT

DOCUMENTS, AT NO ADDITIONAL COST TO THE OWNER.

9. KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM RUBBISH, DUST, NOISE, EROSION, ETC. THE WORK MUST BE DONE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION

CONTROL STANDARDS AND REGULATIONS FROM THE DEPARTMENT OF HEALTH AT NO

ADDITIONAL COST TO THE OWNER.

10. IN THE EVENT THAT HAZARDOUS MATERIALS ARE DISCOVERED THAT ARE NOT IDENTIFIED ON THE

CONTRACT DOCUMENTS, IMMEDIATELY STOP WORK IN THIS AREA AND IMMEDIATELY CONTACT

THE ENGINEER OF RECORD.

11. OBTAIN ALL FEDERAL, STATE, AND LOCAL PERMITS AND APPROVALS REQUIRED FOR

CONSTRUCTION.

12. IF ANY ACCIDENT OCCURS THAT RELEASES PETROCHEMICAL OR TOXIC SUBSTANCES,

IMMEDIATELY NOTIFY THE ENGINEER OF RECORD AND THE DEPARTMENT OF HEALTH.

13. PROVIDE EROSION AND SEDIMENT CONTROL MEASURES AS THE FIRST STEP IN CONSTRUCTION

OPERATIONS AND MAINTAIN IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S MOST RECENT

EROSION AND SEDIMENT CONTROL MANUAL. REMOVE TEMPORARY EROSION CONTROL

MEASURES AFTER COMPLETION OF THE PROJECT. THE EROSION CONTROL MEASURES INDICATED

ARE THE MINIMUM, OTHER MEASURES MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.

PROVIDE MEASURES REQUIRED TO COMPLY WITH APPLICABLE REGULATIONS. REMOVE EROSION

CONTROL MEASURES WHEN THE SITE IS STABILIZED.

14. DO NOT COMMENCE WORK (GRADING, EXCAVATING, AND CONSTRUCTION) ON THE PROJECT UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON

THE PLANS.

15. UPON COMPLETION OF THE PROJECT, RESTORE LAYDOWN/STAGING AREA TO THE ORIGINAL OR

BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER.

16. WATER AND SEWER SEPARATION MUST COMPLY WITH LOCAL, STATE, AND FEDERAL

REQUIREMENTS. IF CONFLICTING, THE MORE STRINGENT GUIDANCE IS REQUIRED.

ARCH ARCHITECT

A/E ARCHITECT/ENGINEER

AP ACCREDITED PROFESSIONAL

APPR APPROVED

AVE AVENUE

BD+C BUILDING DESIGN AND

CONSTRUCTION

CHIS CHISELED

CHK CHECK

CO CLEANOUT

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACT

CT COURT

DEB DIVISION OF ENGINEERING AND

BUILDINGS

DEG/° DEGREES

DI/DIP DUCTILE IRON PIPE

DRW DRAWN

DWG DRAWING

DES DESIGN

DR DRIVE

DS DOWNSPOUT

E EAST

E EASTING

E/ELEC ELECTRIC

EL/ELEV ELEVATION

ENG ENGINEER

EX EXISTING

ETC ET CETERA

FF FINISH FLOOR

FT/' FEET

GV GATE VALVE

HCAP HANDICAP

HORIZ HORIZONTAL

IN/" INCH

INFO INFORMATION

INV INVERT

L'SCAPE LANDSCAPING

LN LANE

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

LS LICENSED SURVEYOR

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

N NORTHING

NO NUMBER

O.C. CENTER

PC PROJECT CODE

PE PROFESSIONAL ENGINEER

PM PROJECT MANAGER

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S/SS SANITARY

SD/D STORM DRAIN

SF SQUARE FEET

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

STA STATION

STDI STORM DRAIN INLET

ST STREET

SYM SYMBOL

TS TAPPING SLEEVE

TYP TYPICAL

UGE UNDERGROUND ELECTRIC

VA VIRGINIA

VSDB VIRGINIA SCHOOL FOR THE DEAF AND

THE BLIND

VERT VERTICAL

W WATER

WPIV WATER POST-INDICATOR VALVE

W/ WITH

@ AT

522C2 CHILHOWIE-EDOM URBAN LAND

COMPLEX, 15 TO 25% SLOPES

522D2 CHILHOWIE-EDOM URBAN LAND

COMPLEX, 15 TO 45% SLOPES

SURVEY NOTES

LEGEND

EXISTING PROPOSED

SYMBOLS

EXISTING PROPOSED

OWNER CONTACT INFORMATION

OWNER: VIRGINIA COMMUNITY COLLEGE SYSTEM

PROJECT MANGER: MIKE WAGNER, VCCO, CAPITAL OUTLAY PROJECT MANAGER

OWNER ADDRESS: 300 ARBORETUM PLACE, SUITE 200, RICHMOND, VA 232236

PHONE: (804) 819-4918

EMAIL: MWAGNER@VCCS.EDU

SURVEY CONTACT INFORMATION

NAME: BRIAN S. HARVEY, LS

PROJECT DESIGNER

COMPANY: WILEY|WILSON

ADDRESS: 127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

PHONE: (434) 455-3247

EMAIL: BHARVEY@WILEYWILSON.COM

1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND

RESPONSIBLE CHARGE OF, BRIAN S HARVEY, LS FROM AN ACTUAL GROUND SURVEY

MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS

OBTAINED ON SEPTEMBER 9, 2025 AND THAT THIS PLAT, MAP, OR DIGITAL

GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS

UNLESS OTHERWISE NOTED.

2. SURVEY CONDUCTED BY WILEY|WILSON, SEPTEMBER 2025. VERTICAL CONTROL:

NAVD 88; HORIZONTAL CONTROL: NAD 83 VIRGINIA STATE PLANE COORDINATE

SYSTEM, SOUTH ZONE, U.S. SURVEY FOOT.

3. ALL EXISTING UNDERGROUND UTILITY LOCATIONS AS SHOWN ON THESE PLANS ARE

APPROXIMATE AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES OR SERVICE

LINES.

4. SOURCE OF EXISTING UTILITY MAPPING: UTILITY LOCATIONS ARE BASED ON QUALITY

LEVEL "B" AS DEFINED BY ASCE STANDARD 38-22 "STANDARD GUIDELINES FOR

INVESTIGATING AND DOCUMENTING EXISTING UTILITIES".

5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION, DEPTH, SIZE, AND

TYPE OF UTILITIES SHOWN AND NOTIFYING ENGINEER OF DISCREPANCIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO PROPERTY, UTILITIES, OR

PHYSICAL IMPROVEMENTS.

6. MISS UTILITY WAS CONTACTED PRIOR TO TOPOGRAPHIC SURVEY. MISS UTILITY

DESIGN TICKET NUMBER A524700852, DATED SEPTEMBER 4, 2025.

7. CONTRACTOR SHALL CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO

BEGINNING ANY EXCAVATION OR DEMOLITION IN ACCORDANCE WITH THE VIRGINIA

UNDERGROUND UTILITY DAMAGE PREVENTION ACT.

8. PROPERTY LINE INFORMATION IS BASED ON CORRELATION OF FIELD

MEASUREMENTS WITH INFORMATION FOUND IN VARIOUS PLATS AND DEEDS OF

RECORD. NO BOUNDARY SURVEY WAS PERFORMED.

9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS NOT

INTENDED TO SHOW ALL EASEMENTS THAT MAY AFFECT THE PROPERTY.

10. ALL PROPERTY PINS DISTURBED BY CONTRACTOR ACTIVITIES SHALL BE REPLACED

BY A VIRGINIA LICENSED LAND SURVEYOR.

11. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL

WETLANDS WAS NEITHER INVESTIGATED NOR CONFIRMED DURING THE

PERFORMANCE OF THIS SURVEY.

ABBREVIATIONS

GENERAL CIVIL NOTES PROPERTY INFORMATION

PERIMETER CONTROL MEASURES

C-PCM-04 SILT FENCE SF SF SF

SURFACE STABILIZATION MEASURES

C-SSM-09 TEMPORARY SEEDING

C-SSM-10 PERMANENT SEEDING

C-SSM-11 MULCHING

CONCRETE

PATTERNS

EXISTING PROPOSED

LOD

BENCHMARK

CONTROL POINT - NAIL SET

DROP INLET

SANITARY MANHOLE

LIGHT POLE

JUNCTION BOX

SPOT LIGHT

WATER METER

WATER VALVE

SIAMESE CONNECTION

POST INDICATOR VALVE

TELEPHONE PEDESTAL

GAS VALVE

GAS FILLER CAP

SIGN

BOLLARD

HOIST

BUSH

REMOVE/DEMOLISH

TPED

CAP

WPIV

HANDRAIL

EDGE OF PAVEMENT

PLANTED AREA

MAJOR CONTOURS

MINOR CONTOURS

UNDERGROUND TELEPHONE

UNDERGROUND FUEL LINE

UNDERGROUND ELECTRIC

SANITARY LINE

STORM LINE

WATER LINE

LIMITS OF DISTURBANCE

REMOVE/DEMOLISH

UNDERGROUND FUEL TANK

I I I I I I

UGT

UGE

W o o o o o o o o

STRUCTURE ID

STDI 147

STDI 422

STRUCTURE DETAILS

RIM = 2275.69

18" RCP INV IN = 2271.51 FROM STDI 422

15" RCP INV OUT = 2271.49 TO

RIM = 2277.54

18" RCP INV IN = 2274.44 FROM

18" RCP INV OUT = 2274.42 TO STDI 147

STRUCTURE ID

SSMH 2

SSMH 420

SSMH 421

STRUCTURE DETAILS

RIM = 2276.49

6" PVC INV IN = 2273.49 FROM SSMH 421

6" PVC INV OUT = 2273.44 TO SSMH 420

RIM = 2275.28

6" PVC INV IN = 2269.78 FROM SSMH 2

6" PVC INV OUT = 2268.23 TO

RIM = 2280.02

6" PVC INV IN = 2277.82 FROM

6" PVC INV OUT = 2275.55 TO SSMH 2

O M

M U

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C T

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02/13/2026

250077

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G. KEITH THOMPSON, JR.

Lic. No. 41823

123456

N at io nw id e

D riv e | L yn ch bu rg

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w ile yw ils on .c om

E m pl oy ee -O w ne d

DRAWN:

CHECK:

M R

K D

N D

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

NAIL SET 2

N 3543042.30

E 10520858.16

EL 2275.93

2276.376

LPBM 242

CHIS. SQUARE

EL 2279.70

WPIV

2277.633

2281.181

WFSC

2278.211

BOL

2278.166

BOL

HOIST

2278.625

STEP

2278.623

STEP

2269.571

STEP

2269.563

STEP379

2269.574

STEP

2266.179

STEP

2266.188

STEP

2266.365

STEP

SLSLSL

3" HOLLY

2' BUSH

2' BUSH2' BUSH

2' BUSH

2' BUSH2' BUSH

2' BUSH 2' BUSH

2' BUSH2' BUSH

2' BUSH

2' BUSH 411

2282.292

TPED

2278.324

BOL

15" RCP

INV 2262.03

PICNIC

TABLE

o o o o o o o o o o o o o o o o o o

COOLING

UNIT

GENERATOR

CONC. W

ALL

STEPS

PLANTER

ASPHALT

CONC.

SSMH 2

RIM 2276.49

6" PVC OUT 2273.44

6" PVC IN 2273.49

SSSMH 421

RIM 2280.02

6" PVC OUT 2275.55

6" PVC IN 2277.82

6" PVC

6" P

STDI 147

SIZE = 2.5' X 2.5'

RIM 2275.69

15" RCP OUT 2271.49

18" RCP IN 2271.51

STDI 422

SIZE = 2.5' X 2.5'

RIM 2277.54

18" RCP OUT 2274.42

18" RCP IN 2274.44

" R

STEP

2278.625

STEP

2278.623

STEP

2269.571

STEP

2269.563

STEP

2269.574

STEP

2266.179

STEP

2266.188

STEP

2266.365

STEP

RALPH B. DAVIS HALL

LOD

UNDERGROUND

PROPANE

TANK

CAP

VENT

CAPFUEL TANK

METAL TOP

"HCAP"

CAT

GKT

C-101

EXISTING CONDITIONS AND

DEMOLITION PLAN

0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

COORDINATE WITH THE OWNER AND THE GAS DELIVERY

PROVIDER THE EXTRACTION OF EXISTING PROPANE (TO BE

TRANSFERRED TO ANOTHER EXISTING PROPANE TANK) FROM

TANK PRIOR TO DEMOLITION AND EXCAVATION ACTIVITIES.

REMOVE THE 1000 GALLON UNDERGROUND PROPANE TANK,

PIPING, AND ALL RELATED CONNECTION FURNISHINGS FROM

THE BUILDING THAT IS CONNECTED TO THE EXISTING

UNDERGROUND PROPANE TANK. THE UNDERGROUND PROPANE

TANK SIZE AND LOCATION IS APPROXIMATE AND SHOWN

ILLUSTRATIVELY ONLY BASED ON PROVIDED AS BUILT

DRAWINGS

PROTECT EXISTING COMMUNICATIONS. VERIFY LOCATION BY

METHOD OF HAND DIGGING IN THE PROXIMITY OF THE SHOWN

COMMUNICATIONS LINE

VERIFY UNDERGROUND LIGHT OIL STORAGE TANK IS EMPTY.

DAMAGE TO LIGHT OIL STORAGE TANK RESULTING IN SPILLAGE

IS THE RESPONSIBILITY OF THE CONTRACTOR. REMOVE 8000

GALLON LIGHT OIL STORAGE TANK,CONCRETE BALLAST PAD,

ANCHORS, PIPING, AND ALL RELATED CONNECTION

FURNISHINGS FROM THE BUILDING THAT IS CONNECTED TO THE

EXISTING UNDERGROUND LIGHT OIL STORAGE TANK. THE

UNDERGROUND LIGHT OIL STORAGE TANK SIZE AND LOCATION

IS APPROXIMATE AND SHOWN ILLUSTRIOUSLY ONLY BASED ON

PROVIDED AS BUILT DRAWINGS

4 REMOVE VALVE

5 REMOVE VENT

PROTECT EXISTING ELECTRICAL FEED TO LIGHT POLE. VERIFY

LOCATION BY METHOD OF HAND DIGGING IN THE PROXIMITY OF

THE SHOWN ELECTRICAL LINE

7 PROTECT CONCRETE WALL

8 PROTECT CONCRETE CURB

9 REMOVE HANDICAP SIGN TO BE REINSTALLED AFTER

CONSTRUCTION

SHEET KEYNOTES

GENERAL SHEET NOTES

1 SEE SHEET C-001 FOR CIVIL NOTES, ABBREVIATIONS, SYMBOLS,

AND LEGENDS

CONTRACTOR MUST PROTECT ALL EXISTING FEATURES TO

INCLUDE BUT NOT LIMITED TO EXISTING ASPHALT ROAD,

CONCRETE CURBING, UNDERGROUND UTILITIES, LIGHT POLES,

AND LANDSCAPING.

3 REFER TO VIRGINIA STATEWIDE FIRE PREVENTION CODE (SFPC)

2021 SECTION 5704.2.14 REMOVAL AND DISPOSAL OF TANKS.

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CHECK:

M R

K D

N D

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

NAIL SET 2

N 3543042.30

E 10520858.16

EL 2275.93

2276.376

LPBM 242

CHIS. SQUARE

EL 2279.70

WPIV

2277.633

2281.181

WFSC

2278.211

BOL

2278.166

BOL

HOIST

2278.625

STEP

2278.623

STEP

2269.571

STEP

2269.563

STEP379

2269.574

STEP

2266.179

STEP

2266.188

STEP

2266.365

STEP

SLSLSL

3" HOLLY

2' BUSH

2' BUSH2' BUSH

2' BUSH

2' BUSH2' BUSH

2' BUSH 2' BUSH

2' BUSH2' BUSH

2' BUSH

2' BUSH 411

2282.292

TPED

2278.324

BOL

15" RCP

INV 2262.03

PICNIC

TABLE

o o o o o o o o o o o o o o o o o o

COOLING

UNIT

GENERATOR

CONC. W

ALL

STEPS

PLANTER

ASPHALT

CONC.

SSMH 2

RIM 2276.49

6" PVC OUT 2273.44

6" PVC IN 2273.49

SSSMH 421

RIM 2280.02

6" PVC OUT 2275.55

6" PVC IN 2277.82

6" PVC

6" P

STDI 147

SIZE = 2.5' X 2.5'

RIM 2275.69

15" RCP OUT 2271.49

18" RCP IN 2271.51

STDI 422

SIZE = 2.5' X 2.5'

RIM 2277.54

18" RCP OUT 2274.42

18" RCP IN 2274.44

" R

TS PS

X X

10' MIN

STEP

2278.625

STEP

2278.623

STEP

2269.571

STEP

2269.563

STEP

2269.574

STEP

2266.179

STEP

2266.188

STEP

2266.365

STEP

RALPH B. DAVIS HALL

LOD

CAT

GKT

C-102

SITE PLAN

0 10' 20'

SCALE: 1" = 10'

IF THIS DRAWING IS REDUCED,

GRAPHIC SCALE MUST BE USED.

DETAIL

6500 GALLON UNDERGROUND PROPANE TANK.

REFER TO NFPA 58: LIQUEFIED PETROLEUM

GAS CODE, 2020 EDITION, CHAPTER 6 TABLE

6.4.1.1 FOR SEPARATION DISTANCES FROM

BUILDING. TANK MUST BE INSTALLED IN

ACCORDANCE WITH THE PROVISIONS OF

SECTION 6.30 FOR REDUCED SEPARATION

DISTANCE OF 10 FEET, PER SECTION 6.4.2.1.

SEE MECHANICAL DETAILS FOR

COORDINATION.

A6/M-501

2 3/4" POLYETHYLENE PIPING NA

3 REINSTALL REMOVED HANDICAP SIGN NA

4 30" DIAMETER TRAFFIC BEARING FRAME AND

COVER NA

SHEET KEYNOTES

GENERAL SHEET NOTES

1 SEE SHEET C-001 FOR CIVIL NOTES, ABBREVIATIONS, SYMBOLS,

AND LEGENDS

2 TEMPORARY SEED, PERMANENT SEED AND MULCH ALL DISTURBED

AREAS REGARDLESS OF APPROXIMATE LIMITS OF DISTURBANCE

3 APPROXIMATE LIMITS OF DISTURBANCE IS 876 SF

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Lic. No. 41823

123456

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DRAWN:

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SHEET TITLE

REV. NO.

DESIGN:

*PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES

THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED.

**USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED

BELOW:

ANNUAL RYE: MARCH, APRIL THROUGH MAY 15TH

FOXTAIL MILLET: MAY 16TH THROUGH AUGUST 15TH

ANNUAL RYE: AUGUST 16TH THROUGH SEPTEMBER, OCTOBER

WINTER RYE: NOVEMBER THROUGH FEBRUARY

LIME & FERTILIZER SPECIFICATIONS:

A SOILS TEST IS REQUIRED PRIOR TO FINAL SITE STABILIZATION, TO DETERMINE LIME

AND FERTILIZER APPLICATION RATES FOR THE ESTABLISHMENT OF GRASS ON SITE.

CONTACT VIRGINIA COOPERATIVE EXTENSION OR A GEOTECHNICAL FIRM WITH SOIL

TESTING FACILITIES TO OBTAIN A SOILS REPORT FOR NUTRIENT APPLICATION.

INCORPORATION:

LIME AND FERTILIZER SHALL BE INCORPORATED INT0 THE TOP 4 INCHES OF TOPSOIL BY

DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN

APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE

SURFACE.

MULCHING:

MULCH WITH STRAW AT A RATE OF 2 TONS/ACRE OR EQUIVALENT.

TEMPORARY SEEDING SCHEDULE

PLANTING SPECIES SPECIES RATE (LBS/ACRE)

SEPT 1 - FEB 15 50/50 MIX OF ANNUAL

RYEGRASS (LOLIUM

MULTI-FLORUM) & 50 - 100

CEREAL (WINTER) RYE

(SECALE CERALE)

FEB 16 - APR 30 ANNUAL RYEGRASS

(LOLIUM MULTI-FLORUM) 60 - 100

MAY 1 - AUG 31 GERMAN MILLET (SETARIA

ITALICA) 50

PERMANENT SEEDING SCHEDULE

SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA

TOTAL POUNDS PER ACRE

MINIMUM LAWN CARE (COMMERCIAL OR

RESIDENTIAL)

200-250 LBS

KENTUCKY 31 OR TURF-TYPE TALL FESCUE 95-100%

IMPROVED PERENNIAL RYEGRASS* 0-10%

KENTUCKY BLUEGRASS 0-10%

HIGH MAINTENANCE LAWN CARE

MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF

BLUEGRASS FROM APPROVED LIST FOR USE IN

VIRGINIA

125 LBS

GENERAL SLOPE (3:1 OR LESS)

KENTUCKY 31 FESCUE 128 LBS

INDIAN GRASS 2 LBS

SEASONAL NURSE CROP** 20 LBS

150 LBS

LOW MAINTENANCE SLOPE (STEEPER THAN 3:1)

KENTUCKY 31 FESCUE 108 LBS

ROUNDHEADED BUSHCLOVER 2 LBS

SEASONAL NURSE CROP** 20 LBS

INDIAN GRASS 20 LBS

150 LBS

CAT

GKT

C-501

CIVIL DETAILS

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G. KEITH THOMPSON, JR.

Lic. No. 41823

123456

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SHEET TITLE

REV. NO.

DESIGN:

HVAC AND MECHANICAL PIPING LEGEND

CONSTRUCTION PHASING

DUCT SYSTEMS

AIR TERMINAL TAGS

S2C

NUMBER: UNIT DESIGNATION

NUMBER: AIRFLOW

R-1 WxH

SIZE: WIDTH x HEIGHT

SENSORS

TEMPERATURE

HUMIDITY

SMOKE

CARBON MONOXIDE

CARBON DIOXIDE

PRESSURE

DIFFERENTIAL PRESSURE

STATIC PRESSURE

OCCUPANCY

CHILLED WATER RETURN

PIPING SYSTEMS

CHR

CHS

FOR

FOS

HWR

HWS

CHILLED WATER SUPPLY

CONDENSATE DRAIN

FUEL OIL RETURN

FUEL OIL SUPPLY

HOT WATER RETURN

HOT WATER SUPPLY

PROPANE GAS

NG NATURAL GAS

EMERGENCY STOP SWITCH

MECHANICAL ABBREVIATIONS MECHANICAL GENERAL NOTES

GENERAL

1. REFER TO EACH DRAWING FOR NOTES SPECIFIC TO THAT DRAWING SHEET.

2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND INDICATE THE GENERAL AND APPROXIMATE LOCATION OF EQUIPMENT, PIPING AND DUCTWORK. DO NOT

SCALE DRAWINGS. THEY ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. A COMPLETE HEATING, VENTILATING AND AIR CONDITIONING SYSTEM (HVAC) WITH ALL NECESSARY EQUIPMENT, APPURTENANCES AND CONTROLS MUST BE PROVIDED. THE CONTRACTOR MUST CAREFULLY REVIEW ALL THE CONTRACT DOCUMENTS AND COORDINATE BETWEEN ALL TRADES PRIOR TO SUBMITTING SHOP DRAWINGS. THE CONTRACTOR MUST VERIFY ALL SIZES, MATERIALS, TEMPERATURE AND PRESSURE RATINGS BEFORE ORDERING OR INSTALLING ANY MATERIALS OR EQUIPMENT. THE CONTRACTOR MUST PREPARE INSTALLATION

INSTRUCTIONS AND FABRICATION DRAWINGS PRIOR TO ACTUAL INSTALLATION.

3. ALL MECHANICAL EQUIPMENT AND ACCESSORIES MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE CURRENT APPROVED EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC) AND ALL OTHER APPLICABLE LOCAL CODES AND BUILDING STANDARDS, UNLESS DRAWINGS AND/OR SPECIFICATIONS INDICATE WORK

OVER AND ABOVE CODE REQUIREMENTS.

4. FURNISH ALL MATERIALS AND LABOR NECESSARY FOR THE COMPLETION OF WORK UNLESS NOTED OTHERWISE.

5. ALL MISCELLANEOUS MATERIAL REQUIRED TO ENSURE PROPER INSTALLATION MUST BE PROVIDED.

6. ALL MECHANICAL EQUIPMENT AND SYSTEMS MUST BE INSTALLED IN A MANNER WHICH MINIMIZES NOISE AND VIBRATION.

7. ALL MATERIALS REQUIRED FOR PROPER INSTALLATION MUST BE NEW UNLESS THE ITEM IS INDICATED AS EXISTING TO REMAIN OR RELOCATED ON THE

DRAWINGS.

COORDINATION

1. COORDINATE THE INSTALLATION OF ALL WORK WITH THE WORK OF OTHER TRADES. MINOR DEVIATIONS FROM THE PLANS, TO INCLUDE OFFSETS AND TRANSITIONS, MAY BE MADE TO AVOID CONFLICTS. MAJOR CONFLICTS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF

THE WORK.

2. EQUIPMENT SIZES SHOWN ARE BASED UPON TYPICAL MANUFACTURED EQUIPMENT AVAILABLE. SHOP DRAWINGS MUST BE PROVIDED FOR REVIEW AND APPROVAL, SHOWING SPACE FOR ACCESS, EGRESS, MAINTENANCE, AND REQUIRED CODE CLEARANCES PRIOR TO ANY PROCUREMENT, FABRICATION, OR

INSTALLATION.

3. COORDINATE THE ELECTRICAL REQUIREMENTS OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACT DOCUMENTS PRIOR TO ORDERING.

4. DO NOT PLACE PIPING ABOVE ELECTRICAL, COMMUNICATIONS, DATA EQUIPMENT OR PANELS.

PIPING

1. SLOPE CONDENSATE DRAINS AT 1/8" PER FOOT MINIMUM IN THE DIRECTION OF FLOW. PROVIDE FITTINGS TO ALLOW CLEANING OF ENTIRE SYSTEM.

2. ALL PIPING MUST HAVE ITS SLOPE AND INVERT ESTABLISHED PRIOR TO THE INSTALLATION OF ANY PIPING.

3. ALL PIPING SYSTEMS THAT ARE NOT OPEN TO ATMOSPHERE MUST BE PROVIDED WITH VALVED DRAINS AT LOW POINTS AND MANUAL AIR VENTS AT HIGH POINTS.

4. PROVIDE UL LISTED FIRESTOPPING ASSEMBLIES FOR EACH PENETRATION OF RATED ASSEMBLIES.

5. ALL PIPING MUST BE SLEEVED THROUGH MASONRY WALL PENETRATIONS. ALL PARTITION PENETRATIONS MUST BE ACOUSTICALLY SEALED.

6. SIZE AND ROUTE REFRIGERANT PIPING PER EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS.

7. CONNECTIONS BETWEEN DISSIMILAR METALS MUST BE MADE WITH DIELECTRIC FITTINGS.

EQUIPMENT

1. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, CONTRACT DOCUMENTS, AND

APPLICABLE CODES AND REGULATIONS.

2. ALL MECHANICAL EQUIPMENT MUST BE INSTALLED IN SUCH A MANNER SO THAT ALL FILTERS, VALVES, MOTORS, DAMPERS, ETC., ARE COMPLETELY ACCESSIBLE

AND SERVICEABLE, INCLUDING ACCESS DOORS IF REQUIRED.

3. COMPLETE AND PROPER INSTALLATION OF THERMOSTATS AND ALL OTHER NECESSARY FIELD MOUNTED CONTROL COMPONENTS MUST BE THE RESPONSIBILITY OF THE MECHANICAL OR CONTROLS CONTRACTOR. THE EQUIPMENT MANUFACTURER MUST FURNISH COMPLETE WIRING CONTROLS. ALL CONTROL WIRING IN MECHANICAL ROOMS OR AREAS SUBJECT TO DAMAGE MUST BE IN CONDUIT AND INSTALLED PER ELECTRICAL CONTRACT DOCUMENTS.

4. PROVIDE FLEXIBLE CONNECTIONS BETWEEN HVAC EQUIPMENT AND SHEET METAL DUCTWORK.

RENOVATION WORK

1. THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY, AND PREVIOUS RECORD DRAWINGS FORM THE BASIS FOR MANY OF THESE DRAWINGS. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. THERE MAY EXIST FIELD CONDITIONS WHICH DIFFER FROM THOSE SHOWN ON THESE DRAWINGS. ANY SUCH DEVIATIONS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR MATERIAL/EQUIPMENT PURCHASE WHICH WOULD BE UNUSABLE UNDER THOSE CIRCUMSTANCES.

UNDERGROUND PROPANE STORAGE TANK

1. UNDERGROUND TANK MUST BE INSTALLED TO INCLUDE ALL NECESSARY PROVISIONS OF SECTION 6.30 OF NFPA 58: LIQUEFIED PETROLEUM GAS CODE, 2020, TO COMPLY WITH THE REDUCED SEPARATION DISTANCE OF 10 FEET, IN ACCORDANCE WITH TABLE 6.4.1.1 AND SECTION 6.4.2.1

S=SUPPLY

R=RETURN

NECK SIZE:

E=EXHAUST

T=TRANSFER

D=12" E=14" F=16"

DEMOLITION

WORK IN THIS PHASE

KEYNOTE

POINT OF

CONNECTION

POINT OF

DISCONNECTION

DEMO EXISTING TO REMAIN

WORK IN

THIS PHASE

EXISTING TO REMAIN

CO2

ESS

OCC

A=6" B=8" C=10"

EXISTING TO REMAIN

NUMBER: UNIT DESIGNATION

NUMBER: AIRFLOW

S=SUPPLY

R=RETURN

E=EXHAUST

T=TRANSFER

ROUND DUCT

RECTANGULAR12"x10"

12"ø

SUPPLY DUCT

RETURN DUCT

EXHAUST DUCT OVAL DUCT23"/10"

DOWN UP DUCT DIMENSIONS

BELOW GRADE

AFMS

DUCT ACCESSORIES

DAMPER,

MANUAL

BALANCING

DAMPER,

BACKDRAFT

DAMPER,

CONTROL

DAMPER,

FIRE

DAMPER,

SMOKE

DAMPER,

FIRE & SMOKE

SECURITY

BARS

AIRFLOW

MONITORING

STATION

FLEXIBLE

DUCT

45 DEG

BEND

90 DEG

BEND

GOREDMITERED

DOWN

90 DEG

BEND

45 DEG

BEND

90 DEG

BEND

45 DEG

BEND

RECTANGULAR DUCT FITTINGS

MITERED RADIUS

ROUND DUCT FITTINGS

OVAL DUCT FITTINGS

DOWN

TEE

TEE UP

TEE DN

90 DEG

ELBOW

45 DEG

ELBOW

PIPE UP

PIPE DN

REDUCER,

ECCENTRIC

REDUCER,

CONCENTRIC

FLANGE

JOINT

BLIND

FLANGE

PIPE

CAP

VALVE, GLOBE

VALVE, GATE

VALVE, CHECK

VALVE, BUTTERFLY, CONTROL

VALVE, BUTTERFLY, MANUAL

VALVE, BALL, CONTROL

VALVE, BALL, MANUAL

VALVE, BALANCING

WYE STRAINER

PIPE ACCESSORIES PIPE FITTINGS

UPDOWN

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

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E N ta m e s C

A Y

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LEGEND, ABBREVIATIONS

& GENERAL NOTES

SWL

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02/13/2026

250077

M-001

MRP

S O

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H W

E S

T V

C O

M M

U N

C O

L L E

G E

R E

P L A

C E

B U

R N

E R

S W

G A

S B

E R

A T

D A

H A

L L

C E

D A

R B

L U

F F

P R

O J E

C T

C O

D E

-B

-0

(D) DEMOLISH

(E) EXISTING ELEMENT TO REMAIN

ACC AIR COOLED CHILLER

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASUREMENT STATION

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

APPROX APPROXIMATELY

ARCH ARCHITECTURE

AS AIR SEPARATOR

ATFP

ANTI-TERRORISM / FORCE

PROTECTION

BEL BELLMOUTH FITTING

BT BUFFER TANK

CD CONDENSATE DRAIN

CDW CONDENSER WATER

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHP CHILLED WATER PUMP

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CLG COOLING OR CEILING

CO CLEANOUT

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COND CONDENSATE OR CONDENSER

CT COOLING TOWER

CU CONDENSING UNIT

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DCW DOMESTIC COLD WATER

DDC DIRECT DIGITAL CONTROL

DEG DEGREES

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DI DIGITAL INPUT

DN DOWN

DO DIGITAL OUTPUT

DOAS DEDICATED OUTDOOR AIR SYSTEM

DP DIFFERENTIAL PRESSURE

EA EXHAUST AIR OR EACH

EF EXHAUST FAN

EL ELEVATION

ESS EMERGENCY STOP SWITCH

EXH EXHAUST

F OR °F DEGREES FAHRENHEIT

FCU FAN COIL UNIT

FD FIRE DAMPER

FO FUEL OIL

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FPM FEET PER MINUTE

FS FLOW SWITCH

FT FOOT OR FEET

FZ FREEZESTAT

GA GAUGE

GAL GALLON (U.S.)

GALV GALVANIZED

GPM GALLONS PER MINUTE

H HUMIDITY

HGI HOODED GRAVITY INTAKE

HGR HOODED GRAVITY RELIEF

HPC HIGH PRESSURE CONDENSATE

HPS HIGH PRESSURE STEAM

HWB HOT WATER BOILER

HWP HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

L LOUVER

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

MPC MEDIUM PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

MVD MANUAL VOLUME DAMPER

NOISE CRITERIA OR NORMALLY

CLOSED

NG NATURAL GAS

NO NUMBER OR NORMALLY OPEN

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OCC OCCUPANCY

P PRESSURE

PC PUMPED CONDENSATE

PG PROPANE GAS

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RA RETURN AIR

REF REFRIGERANT

RH RELATIVE HUMIDITY

RLF RELIEF AIR

SA SUPPLY AIR

SMOKE DAMPER OR SMOKE

DETECTOR

SF SQUARE FEET

SFD

COMBINATION FIRE & SMOKE

DAMPER

SP STATIC PRESSURE

STD STANDARD

STL STEEL

T TEMPERATURE

TB TERMINAL BOX

TSTAT THERMOSTAT

TUC TERMINAL UNIT CONTROLLER

TYP TYPICAL

UH UNIT HEATER

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VLV VALVE

VRF VARIABLE REFRIGERANT FLOW

W/ WITH

W/O WITHOUT

WG WATER GAUGE

XFER TRANSFER

M R

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A T

E R

E V

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E S

C R

02/13/2026

P R O F

SSIONAL EN

E E R

C O M M O N

LTH

MARK R. PUCCINELLI JR

Lic. No. 061647

10/16/202002/13/202502/13/2026

V F

D V

F D

(D) B-2

(D) B-1

LADDER

ACCESS TO

BASEMENT

(E) CHIMNEY

(E) DHW HEATER

(D) ET-2

(D) CHEMICAL POT

FEEDER AND WATER

FILTER

FURNACE ROOM

(E) 40" X 40"

SUPPLY AIR

LOUVER 3600 CFM

(E) S-3

(D) 12"ø FLUE

(D) 18"ø FLUE

(E) B-3

(D) HWP-3

(D) HWP-4

(D) 1/2" FOS

(E) HWP-7

(D) HWP-5

(D) HWP-6

(E) 4" CHS (E) 3" HWS

(E) 4" FIRE PROTECTION

(E) 4" CHS

(E) 4" CHR

(E) AS

(D) AS

(E) EXPANSION

TANK

(E) 40" X 40" INTAKE

AIR LOUVER

(E) CHEMICAL POT

FEEDER AND

WATER FILTER

(E) 3" HWR

FROM BUILDING

(E) 3" CHR

FROM BUILDING

(E) ELECTRICAL

EQUIPMENT

(E) CONTROL

PANELS

(E) CWP-2

(E) CWP-1

LADDER

ACCESS TO

FIRST FLOOR

(D) 1/2" FOS

(D) 1/2" FOR

(D) FUEL OIL PIPING

ROUTED UP THRU

FLOOR

(D) FUEL OIL PUMP

(E) FIRE PROTECTION

PIPING UP

BASEMENT

(D) ABANDONED FUEL OIL PIPING

THROUGH MECHANICAL ROOM

FLOOR SLAB

(E) CHIMNEY

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

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MECHANICAL

DEMOLITION PLANS

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SCALE: 3/8" = 1'-0"

FIRST FLOOR MECHANICAL DEMOLITION PLAN

GENERAL NOTES

KEYNOTES

KEY PLAN

GRAPHIC SCALE(S)

0 2' 4' 8'

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

PLAN

NORTH

SCALE: 3/8" = 1'-0"

BASEMENT MECHANICAL DEMOLITION PLAN

1. DEMOLISH ALL FUEL OIL PIPING TO UNDERGROUND FUEL OIL TANK. SEE

CIVIL SHEET C-101 FOR CONTINUATION. PATCH AND REPAIR PIPE

OPENINGS THROUGH WALL AND FLOOR TO MATCH EXISTING CONDITIONS.

2. PROVIDE SHUTOFF VALVE AND DEMOLISH DOMESTIC COLD WATER

MAKEUP PIPING TO POINT SHOWN.

3. PATCH AND REPAIR CHIMNEY TO MATCH EXISTING CONDITIONS.

4. EXISTING 4" CHW TO/FROM AIR-COOLED CHILLER.

5. DEMOLISH VARIABLE FREQUENCY DRIVES THAT SERVE HWP-3/4.

6. PRESSURE REDUCING VALVE AND BYPASS ON DOMESTIC COLD WATER

MAKEUP.

7. DISCONNECT 2" PRESSURE DIFFERENTIAL BYPASS CONTROL VALVE AND

PRESERVE FOR RECONNECTION.

1. REFER TO SHEET M-001 FOR PROJECT GENERAL NOTES.

2. REMOVE ALL MECHANICAL EQUIPMENT AS SHOWN.

3. REMOVE ALL PIPING AND PIPING ACCESSORIES AS SHOWN.

WALL TYPE LEGEND:

FIRE BARRIER - EXISTING 1

HOUR RATED MIN. PROTECTED

OPENINGS.

FIRE BARRIER - EXISTING 2

HOUR RATED MIN. PROTECTED

OPENINGS.

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Lic. No. 061647

D V

F D

A6 M-101 M-301

HWP-3

HWP-4

A4 M-101 M-301

(E) B-3

LADDER ACCESS

TO BASEMENT

(E) CHIMNEY

(E) DOMESTIC HOT

WATER HEATER

(E) EXPANSION

TANK

ET-2

CHEMICAL POT

FEEDER

(E) ELECTRICAL

EQUIPMENT

(E) 40" X 40"

SUPPLY AIR

LOUVER 3600 CFM

(E) 40" X 40" INTAKE

AIR LOUVER

(E) CHEMICAL POT

FEEDER AND

WATER FILTER

FURNACE ROOM

(E) CWP-1

(E) CWP-2

(E) S-3

(E) 4" FIRE

PROTECTION PIPING

(E) DOMESTIC

WATER ENTRANCE

(E) HWP-7

(E) 4" FIRE PROTECTION

(E) 4" CHS (E) 3" HWS

HWP-5

PROPANE GAS

REGULATOR

(E) AS

(E) 3" HWR

FROM BUILDING

(E) CHW PIPING TO AIR

COOLED CHILLER OUTSIDE

(E) 3" CHR

FROM BUILDING

4" HWS

CSD-1

(E) EQUIPMENT PAD

AS-1

(E) CONTROL

PANELS

SF-1

(E) FD

2" HWS

(E) FD

2" PG

B-1

(E) 3" HWS

1" CD

2" BYPASS

3" HWS

4" HWR

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

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FIRST FLOOR

MECHANICAL PLAN

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GENERAL NOTES

KEYNOTES

KEY PLAN

GRAPHIC SCALE(S)

SCALE: 3/8" = 1'-0"

FIRST FLOOR MECHANICAL PLAN

0 2' 4' 6'

SCALE: 3/8" = 1'-0"

PLAN

NORTH

1. 3/4" PG RISES ABOVE GRADE TO REGULATOR. SIZE REGULATOR FOR 517

CFH WITH 10 PSIG INLET PRESSURE AND 13" W.C. OUTLET PRESSURE PER

BOILER PRESSURE REQUIREMENTS. PENETRATE EXTERIOR WALL

APPROXIMATELY 2' AFF. SEE CIVIL SHEET C-102 FOR CONTINUATION.

2. VARIABLE FREUENCY DRIVES. SEE ELECTRICAL SHEETS FOR

COORDINATION.

3. 6" DIAMETER INTAKE AIR, UP THRU ROOF. SEE DETAIL ON M-502 FOR ROOF

PENETRATION.

4. 8" DIAMETER FLUE EXHAUST, UP THRU ROOF. SEE DETAIL ON M-502 FOR

ROOF PENETRATION.

5. CONNECT TO EXISTING MAKEUP WATER LINE WITH EXISTING TO REMAIN

RPZ BACKFLOW PREVENTER.

6. ASME CSD-1 SHUTDOWN SWITCH LOCATION.

7. PRESSURE REDUCING VALVE AND BYPASS ON 1" DOMESTIC COLD WATER

MAKEUP.

8. PROVIDE BOILER MANUFACTURER CONDENSATE TRAP. INSTALL PER IOM.

9. PROVIDE BOILER MANUFACTURER CONDENSATE NEUTRALIZATION KIT.

INSTALL PER IOM.

10. RECONNECT EXISTING 2" PRESSURE DIFFERENTIAL BYPASS CONTROL

VALVE.

1. REFER TO SHEET M-001 FOR PROJECT GENERAL NOTES.

2. MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES AROUND ALL

EQUIPMENT.

3. DO NOT ROUTE PIPING ABOVE ELECTRICAL OR COMMUNICATION

EQUIPMENT.

WALL TYPE LEGEND:

FIRE BARRIER - EXISTING 1

HOUR RATED MIN. PROTECTED

OPENINGS.

FIRE BARRIER - EXISTING 2

HOUR RATED MIN. PROTECTED

OPENINGS.

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MARK R. PUCCINELLI JR

Lic. No. 061647

(E) CHIMNEY

WORKING AREA

(E) ROOF DRAIN

R O

M W

A L

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

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ROOF MECHANICAL PLAN

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GENERAL NOTES

KEYNOTES

KEY PLAN

GRAPHIC SCALE(S)

0 2' 4' 6'

SCALE: 3/8" = 1'-0"

PLAN

NORTH

SCALE: 3/8" = 1'-0"

ROOF MECHANICAL PLAN

1. 6" DIAMETER INTAKE AIR. SEE DETAIL ON M-502 FOR ROOF PENETRATION.

2. 8" DIAMETER FLUE EXHAUST. SEE DETAIL ON M-502 FOR ROOF

PENETRATION.

3. ROOF CONTINUES.

1. REFER TO SHEET M-001 FOR PROJECT GENERAL NOTES.

2. MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES AROUND ALL

EQUIPMENT.

3. DO NOT ROUTE PIPING ABOVE ELECTRICAL OR COMMUNICATION

EQUIPMENT.

4. CONTRACTOR RESPONSIBLE FOR PROVIDING ROOF PROTECTION DURING

AND FOLLOWING ALL ROOF WORK.

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MARK R. PUCCINELLI JR

Lic. No. 061647

0' - 0"

First Floor Level

14' - 9 15/16"

B.O. Roof Deck

13' - 0 3/4"

B.O. Joist

HWP-3

HWP-4

4" HWS

4" H

W S

4" HWS

(E) FIRE

PROTECTION PIPING

(E) 2" MOTORIZED CONTROL

VALVE

2" PG

ET-2

CHEMICAL POT FEEDER

DCW MAKEUP

SF-1

4" HWS

2" PG

2" HWS

4" HWS FROM

BOILERS

15' - 9 15/16"

T.O. ROOF DECK

H W

2" HWS

0' - 0"

First Floor Level

14' - 9 15/16"

B.O. Roof Deck

13' - 0 3/4"

B.O. Joist

B-1

HWP-5

15' - 9 15/16"

T.O. ROOF DECK

2" PG

6"ø OA

8"ø FLUE

3" HWR

3" HWS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

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SECTIONS

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SCALE: 1/2" = 1'-0"M-301M-101

FIRST FLOOR MECHANICAL SECTION - P-3A6

SCALE: 1/2" = 1'-0"M-301M-101

FIRST FLOOR MECHANICAL PLAN - B-1A4

GENERAL NOTES

KEYNOTES

GRAPHIC SCALE(S)

1. EXISTING HOUSEKEEPING PAD.

2. PROVIDE BOILER MANUFACTURER CONDENSATE TRAP. INSTALL PER IOM.

3. PROVIDE BOILER MANUFACTURER CONDENSATE NEUTRALIZATION KIT.

INSTALL PER IOM.

4. RECONNECT EXISTING 2" PRESSURE DIFFERENTIAL BYPASS CONTROL

VALVE.

1. REFER TO SHEET M-001 FOR PROJECT GENERAL NOTES.

2. MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES AROUND ALL

EQUIPMENT

3. DO NOT ROUTE PIPING ABOVE ELECTRICAL OR COMMUNICATION

EQUIPMENT.

0 1' 2' 4'

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

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MARK R. PUCCINELLI JR

Lic. No. 061647

M-101 M-501

M-102 M-501

C-102 M-501

COMMERCIAL LIQUID PROPANE STORAGE TANK - 6,500 GALLONS

TANK MANUFACTURER'S PRECAST CONRETE DEADMAN SYSTEM

HOLD DOWN STRAP WITH TURNBUCKLE ASSEMBLY

LIQUID WITHDRAW VALVE

SERVICE VALVE

FILL VALVE

SAFETY RELIEF VALVE (250 PSI)

TANK COMPONENT SCHEDULE

ITEM DESCRIPTION

B B

NOTES:

1. INSTALL STORAGE TANK AND ALL TANK COMPONENTS PER TANK MANUFACTURER'S RECOMMENDATIONS AND PROVISIONS OF NFPA 58, SECTION 6.4.2.1, 6.30, AND 6.30.3.5 FOR REDUCED SEPARATION DISTANCE FROM A

BUILDING.

2. UNDERGROUND CONTAINERS SHALL BE INSTALLED SO THAT THE POINT OF DISCHARGE FROM PRESSURE RELIEF

DEVICES ARE LOCATED ABOVE THE NORMAL MAXIMUM WATER TABLE.

3. THE MANHOLE LID SHALL BE VENTILATED WITH OPENINGS THAT EQUAL OR EXCEED THE COMBINED DISCHARGE AREAS OF THE PRESSURE RELIEF DEVICES AND OTHER VENT LINES THAT DISCHARGE INTO THE MANHOLE OR

HOUSING.

TOP OF GRADE

SEE CIVIL DWGS

SAND BACKFILL

AROUND TANK PER

MANUFACTURER'S

INSTRUCTIONS

NOT TO SCALE

UNDERGROUND LIQUID PROPANE STORAGE TANK DETAIL

NOT TO SCALE

PROPANE PRESSURE REGULATOR & PIPE

PENETRATION DETAIL

SHUT-OFF VALVE

6" LONG DIRT LEG

THREADED CAP

FINISHED FLOOR

BUILDING WALL

PIPE SLEEVE, SEE DETAIL

UNION

VENT WITH WEATHER ELBOW

2ND-STAGE GAS PRESSURE REGULATOR

INSULATED FITTING

SHUT-OFF VALVE

TOP OF GRADE

18" APPROX.

12"

24" MIN.

MAGNETIC WARNING AND

IDENTIFICATION TAPE

POLYETHYLENE

ANODELESS RISER

NOTES:

1. ALL PIPING IS TO RUN UNDERGROUND AND WILL BE INSTALLED AND SUPPORTED AT THE BUILDING WALL EXTERIOR.

2. PAINT ALL EXPOSED PIPING.

3. LEAVE 1/2" AROUND THE PIPE AND FILL WILL EXPANSION JOINT FILLER.

48" DIA FIBERGLASS CONTAINMENT COLLAR

48" DIA FIBERGLASS 8 SIDED SW CONTAINMENT SUMP

WITH WATERTIGHT TOP

30" ACCESS MANHOLE W/ TRAFFIC BEARING FRAME AND COVER

35 DEGREE MIN

BOILER EXHAUST FLUE ROOF PENETRATION DETAIL

BOILER COMBUSTION AIR INLET DETAIL

NOTE:

PROVIDE GUY WIRES IF REQUIRED BY BOILER MANUFACTURER.

NOTE:

PROVIDE FOUR GUY WIRES AT 90 DEGREES FROM EACH OTHER.

1ST-STAGE PRESSURE REGULATOR (10 PSI OUTLET PRESSURE)

ROOF FLASHING

ADHERE TO EXISTING ROOF

MEMBRANE AND TALL CONE

FLASHING

TALL CONE FLASHING. 12" TALL WITH

28"X28" BASE PLATE AND 16" DIA OPENING

AT BOTTOM. SECURE TO STEEL PLATE

STORM COLLAR

SUPPORT PLATE PLAN VIEW

NOT TO SCALE

INSTALL STACK PER MANUFACTURER'S

RECOMMENDATIONS AND PER LOCAL

REGULATIONS MIN 36" ABOVE INTAKE

DISCHARGE STACK, PROVIDE VENT CAP

PER MANUFACTURER'S INSTRUCTIONS

8" DIA BOILER FLUE

EXHAUST

1/4" THICK X 30" SQUARE STEEL PLATE.

SCREW TO METAL DECKING

VERTICAL PLATE SUPPORT

WITH 17" X 15.5" BASE PLATE

SECURE TO STEEL PLATE

1/4" THICK X 30" SQUARE

STEEL PLATE WITH

OPENING IN MIDDLE FOR FLUE

ATTACH PLATE TO DECK RIDGES

WITH # 14 PHILLIPS MODIFIED

TRUSS SELF-DRILLING SCREWS

AT 8" ON CENTER MAXIMUM

RAIN COLLAR

FLASHING CONE

ANCHOR TO CONCRETE

SLAB

BOILER B-1 INTAKE

6" DIA

(E) METAL DECK

(E) ROOF INSULATION

AND MEMBRANE

PROVIDE BIRDSCREEN

90 DEG

ELBOW

6" DIA INTAKE,

STAINLESS STEEL PIPE

B O

V E

E D

R O

O F

NOT TO SCALE

(E) EPDM ROOF

(E) HD ISO BOARD

(E) ISO BOARD INSULATION

(E) METAL DECK

(E) ROOF INSULATION

AND MEMBRANE

(E) EPDM ROOF

(E) HD ISO BOARD

(E) ISO BOARD INSULATION

MANUAL SHUTOFF VALVE

BACKFLOW CHECK VALVE

S.S. GUY WIRE TENSIONER (TYP)

GUY WIRE ANCHOR

W/ THIMBLE (TYP)

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

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DESIGN:

DATE:

COMM NO:

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DETAILS

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MARK R. PUCCINELLI JR

Lic. No. 061647

ISOLATION

BUTTERFLY VALVE

WYE STRAINER WITH

BLOW DOWN VALVE & CAP

BOILER CIRCULATION

PUMP

TRIPLE DUTY VALVE

PRESSURE GAUGE (TYP)

THERMOMETER (TYP)

FLOW

SWITCH

UNION OR

FLANGE (TYP)

BOILER

FACTORY PROVIDED T&P RELIEF

VALVE (50 PSI, CONFIRM WITH

MANUFACTURER PROVIDE VALVE)

CONDENSATE DRAIN TO MANUFACTURER PROVIDED

CONDENSATE TRAP AND NEUTRALIZATION KIT.

(E) HOUSEKEEPING PAD

SHUTOFF VALVE

TEST PORT (TYP)

DIRT LEG

FLUE

COMBUSTION AIR INTAKE

HEATING WATER

SUPPLY & RETURN

AIR SEPARATOR

TO PUMP SUCTION

HIGH CAPACITY

AIR VENT

RELIEF VALVE, 75 PSIG

ROUTE DISCHARGE TO FD

WYE STRAINER

PRESSURE REDUCING VALVE,

(18 PSIG)

BALL VALVE (TYP)

QUICK FILL MANUAL BYPASS

GLOBE VALVE

PRESSURE GAUGE 0-100 PSIG (TYP)

AIR VENT

EXPANSION TANK

(E) HOUSEKEEPING PAD

ANTI-

THERMOSYPHON

LOOP

FROM (E)

BACKFLOW

PREVENTER

DRAIN BALL VALVE WITH

HOSE END CONNECTION

CAPPED (TYP)

TANK PURGE VALVE ASSEMBLY

BALL VALVE

DRAIN

PUMP DISCHARGE

HOUSEKEEPING PAD

SHOT

FEEDER

ANCHOR BOLTS

MANUAL AIR VENT

FACTORY PROVIDED

SUPPORT LEGS

PUMP SUCTION

3/4"

UNION (TYP)

BALL VALVE (TYP)

ADJUST BALANCING VALVE TO

PREVENT OVERFLOWING

BALL VALVE WITH HOSE

END CONNECTION CAPPED

3/4"

BALL VALVE (TYP)

BALANCING VALVE (5 GPM)

ROUTE TO NEAREST DRAIN

PRESSURE GAUGE (TYP)

UNION (TYP)

CHECK VALVE

(E) HOUSEKEEPING PAD

WATER

FILTER

MANUAL AIR VENT

PUMP DISCHARGE

PUMP SUCTION

1. ALL VALVES, STRAINERS, FITTINGS ETC. SHALL BE FULL LINE SIZE.

2. PROVIDE SPOOL PIECES AS NECESSARY TO MAINTAIN ALL MANUFACTURER CLEARANCE REQUIREMENTS.

NOTES:

SUCTION DIFFUSER W/

COARSE STRAINER

DRAIN BALL VALVE

PRESSURE GAUGE (TYP)

BUTTERFLY VALVE (TYP)

SUPPLY RETURN

TRIPLE DUTY VALVE

CONCRETE INERTIA BASE

(E) HOUSEKEEPING

PAD

FLEXIBLE CONNECTION (TYP)

DIFFERENTIAL PRESSURE

MANIFOLD WITH SUCTION AND

DISCHARGE TEST PORTS.

CONCENTRIC REDUCER

FLANGE CONNECTION (TYP)

VIBRATION

ISOLATOR (TYP)

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

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DETAILS

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SCALE: NOT TO SCALEM-502

CONDENSING PROPANE FIRED BOILER DETAILC3

M-101

SCALE: NOT TO SCALEM-502

EXPANSION TANK PIPING DETAILA2

M-101

SCALE: 1" = 1'-0"M-502

SHOT FEEDER DETAILC5

M-101

SCALE: 1" = 1'-0"M-502

SIDESTREAM FILTER DETAILD5

M-101

SCALE: NOT TO SCALEM-502

END SUCTION SINGLE STAGE PUMP DETAIL WITH TRIPLE DUTY VALVEA5

M-101

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MARK R. PUCCINELLI JR

Lic. No. 061647

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

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SCHEDULES

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M-601

MRP

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GENERAL NOTES:

1. THE DESIGN SHOWN IS BASED ON THE MANUFACTURERS AND MODEL

NUMBERS SHOWN AND IS INTENDED ONLY TO SHOW THE GENERAL SIZE,

CONFIGURATION, LOCATION, CONNECTIONS AND SUPPORT FOR THE

EQUIPMENT OR SYSTEMS SPECIFIED WITH RELATION TO OTHER BUILDING

SYSTEMS. SEE SPECIFICATIONS FOR TECHNICAL REQUIREMENTS

PERTAINING TO THE EQUIPMENT.

RELIEF VALVE PRESSURE SETTING (PSI) 75

PRECHARGE PRESSURE (PSI) 18

FILL PRESSURE (PSI) 18

MINIMUM ACCEPTANCE VOLUME (GAL) 70

TANK SIZE (GAL) 80

TYPE BLADDER

CONFIGURATION VERTICAL

SERVICE HEATING HOT WATER

LOCATION 101

DESIGNATION ET-2

EXPANSION TANK SCHEDULE

MAXIMUM PRESSURE DROP (FT-H2O) 1.5

DESIGN FLOW RATE (GPM) 200

LINE SIZE (IN) 4

SERVICE HEATING HOT WATER

LOCATION 101

DESIGNATION AS-1

AIR SEPARATOR SCHEDULE

1. PROVIDE TANK LEVEL MONITORING POINT TO BAS.

REMARKS

BASIS OF DESIGN MODEL LPG

BASIS OF DESIGN MANUFACTURER HIGHLAND TANK

OVERALL LENGTH (FT-IN) 24'-10"

STRAIGHT SHELL LENGTH (FT-IN) 20'-11"

DIAMETER (FT-IN) 7'-0"

VOLUME (GAL) 6500

INSTALLATION TYPE UNDERGROUND

GAS TYPE PROPANE

PROPANE TANK SCHEDULE

3. CONSTANT VOLUME.

2. PROVIDE MOTORS WITH SHAFT GROUNDING RING.

1. PROVIDE PUMP ON VARIABLE FREQUENCY DRIVE, PROVIDE INVERTER-DUTY MOTOR.

REMARKS LEGEND:

REMARKS 1 & 2 1 & 2 3

BASIS OF DESIGN MODEL E-1510 E-1510 E-80

BASIS OF DESIGN MANUFACTURER BELL & GOSSETT BELL & GOSSETT BELL & GOSSETT

HERTZ 60 60 60

PHASE 3 3 3

VOLTS 480 480 480

RPM 1,800 1,800 1,800

HORSEPOWER 15 15 1-1/2

MOTOR DATA - - - - - -

DISCHARGE (IN) 2 2 2.5

SUCTION (IN) 3 3 2.5

CONNECTION SIZE - - - - - -

MINIMUM EFFICIENCY (%) 72.6 72.6 60

FLUID WATER WATER WATER

TOTAL HEAD (FT-H2O) 120 120 30

FLOW (GPM) 200 200 120

PUMP DATA - - - - - -

TYPE BASE MOUNTED END SUCTION BASE MOUNTED END SUCTION IN-LINE

SERVICE HEATING HOT WATER HEATING HOT WATER HEATING HOT WATER

LOCATION 101 101 101

DESIGNATION HWP-3 HWP-4 HWP-5

PUMPS SCHEDULE

BASIS OF DESIGN MODEL FBF-0101

BASIS OF DESIGN MANUFACTURER EATON

MAX ALLOWABLE FLOW (GPM) 88

FLOW (GPM) 5

MAX PRESSURE (PSI) 150

CONNECTION SIZE (IN) 2

FILTER TYPE BAG

SERVICE HEATING HOT WATER

LOCATION 101

DESIGNATION SF-1

SIDESTREAM FILTER SCHEDULE

2. PROVIDE MANUFACTURER CONDENSATE TRAP AND NEUTRALIZATION KIT.

1. PROVIDE CSD-1 BURNER CONTROLS.

REMARKS LEGEND:

REMARKS 1, 2

MODEL FBL1251

BASIS OF DESIGN LOCHINVAR

FLUE EXHAUST CONNECTION SIZE (IN) 8

AIR INTAKE CONNECTION SIZE (IN) 6

FREQUENCY (Hz) 60

PHASE 1

VOLTAGE (V) 120

TOTAL AMPS (A) 1.5

ELECTRICAL - -

HWS TEMPERATURE (DEG F) 180

HEAD LOSS (FT H20)…

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 Mar 24, 2026.