A00803-614074.pdf

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Attached to
614074 DISTRICT 6 Standpipe & Fire Safety Inspection, Testing and Repairs
Solicitation number
BD-27-1030-0H100-0H002-131777
Issued by
Suffolk County, Massachusetts

About this file

This document consists of schedules and inspection forms (Document A00803) for Massachusetts Department of Transportation Highway Division Proposal No. 614074, which addresses standpipe and fire safety system inspection, testing, and repairs across District 6 facilities. The project encompasses 27 facility locations including ventilation buildings, emergency response stations, toll support buildings, maintenance facilities, and tunnel structures primarily located in Boston, with additional sites in Weston, Chelsea, Milton, Westwood, and Weymouth. The scope includes quarterly, semi-annual, yearly, and five-year inspections of fire safety systems comprising sprinklers (wet, dry, and pre-action types), standpipes (wet and dry), special hazard systems (carbon dioxide and dry chemical), fire detection systems, and fire pump equipment. The work involves comprehensive testing and documentation of approximately 6,000+ fire safety device components across the facilities, with an assumed inspection schedule spanning 24 months beginning in April 2024. Schedule B outlines inspection frequencies by system type, Schedule C provides detailed component quantities by facility, Schedule D describes fire pump equipment specifications and controllers, and Attachment C includes standpipe roadway matrices identifying 235+ standpipe systems with fill points and hose valve configurations located primarily along I-93 corridor and various roadways in the Boston area.

The contract documentation specifies that inspections shall comply with NFPA standards (NFPA 12, 17, 25, and 72) and be recorded on standardized forms consistent with NFPA inspection formats, with potential minor modifications at the pre-construction conference. Bidders must hold current DCAMM certification in the Fire Protection Sprinkler Systems category to be considered, and proposals are due August 18, 2026 at 2:00 p.m. through www.bidx.com. The estimated contract value is $1.458 million, with a proposal guaranty of 5% of bid value required. The contract is subject to prevailing wage rates as determined by the Massachusetts Department of Labor and Workforce Development, and all work must comply with Architectural Access Board rules. No filed sub-bids are required for this project, and the contract term spans two years with inspections and testing quantities subject to Engineer direction regarding omission based on Department operational needs.

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File Type Posted
A00812-614074.pdf PDF
A00801-614074.pdf PDF
A00820-614074.pdf PDF
A00807-614074.pdf PDF
614074 Bid Items List.txt TXT text file
614074 - Plan Holders List 8-4-2026.pdf PDF
614074 - Notice to Contractors.pdf PDF
614074 - Bid Tabulations.pdf PDF
A00805-614074.pdf PDF
Link to Bid Opening 8-18-2026~1.pdf PDF
A00875-614074.pdf PDF
A00806-614074.pdf PDF
A00814-614074.pdf PDF
BIDS OPENED - Tuesday - August 18-2026~1.pdf PDF
614074 - Plan Holders List 8-17-2026.pdf PDF
DISTRICT 6-614074-135792-A-1.pdf PDF
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Massachusetts Department Of Transportation Highway Division

Proposal No. 614074

A00803 - 1

DOCUMENT A00803

SCHEDULES AND INSPECTION FORMS

Proposal No. 614074-135792

Massachusetts Department Of Transportation Highway Division

A00803 - 2

Attachment A Attachment A consists of a list of the facilities which contains information regarding the types of systems and associated component quantities. The

Attachment is broken down into 4 categories:

o Schedule A “Facility Locations” – a list of Facility locations and their DOT name-codes. The work sites are located at various buildings, vent buildings, toll plazas, and some tunnel structures mainly in the City of Boston and the Town of Weston o Schedule B “Fire Safety System Summary” – a summary, for each location, of the types of systems can be found. “Systems” (in this case) consist of sprinkler, standpipe, special hazard & detection system(s), and whether there is a “Fire Pump” at the location.

o Schedule C “Fire Safety Device Summary By Facility” – a list quantifying the components at various locations.

o Schedule D “Fire Pump Equipment Descriptions” – a list of locations and descriptions of the “fire pump” components that are located therein.

Attachment B Attachment B consists of a table outlining the expected quantities (Quarterly, Semi-Annually, Yearly, & 5-yr basis) associated with facility testing at the various locations outlined in the previous attachment(s).

Attachment C Attachment C consists of lists of standpipe “runs”, their locations, fill points, and other data. The Attachment is broken down into 2 categories:

o Detail A “Standpipe Roadway Matrix” – a table showing, for each numbered standpipe segment: the type, the location, the fill point locations, and the estimated fill time for each.

o Detail B “Standpipe System Fill Point Location” – a table showing the location of each fill point for the various standpipe systems.

o Detail C “I-93 Viaduct Standpipes - North of Zakim Bridge"

Attachment D Attachment D consists of a collection of Forms showing the (expected) format and extent of the information to be recorded for the Department. The format for the forms shall be consistent with the information to be recorded as part of an NFPA inspection; as such, there may be minor changes throughout the period of time leading up to the start of the eventual contract (at, possibly, the pre-construction conference).

Additional reference concerning the roadway dry standpipe systems, the following internet link provides information regarding fill locations:

http://maps.google.com/maps/ms?msid=208617575702883867915.0004b434b42c687472875&msa=0

The reference materials are not guaranteed to be completely accurate – only representative of the work. There may be other locations identified throughout the administration of the contract.

http://maps.google.com/maps/ms?msid=208617575702883867915.0004b434b42c687472875&msa=0

A00803 - 3

Attachment A

Schedule A – Facility Locations (1 Page)

Schedule B – Fire Safety System Summary (3 Pages)

Schedule C – Fire Safety Device Summary by Facility (7 Pages)

Schedule D – Fire Pump Equipment Descriptions (3 Pages)

A00803 - 4

THIS PAGE INTENTIONALLY LEFT BLANK

A00803 – 5

SCHEDULE A

FACILITY LOCATIONS

Facility Description Address City

VB1 Ventilation Building No. 1 55 Dorchester Ave Boston

VB3 Ventilation Building No. 3 500 Atlantic Ave Boston

VB4 Ventilation Building No. 4 136 Blackstone Street Boston

VB5 Ventilation Building No. 5 300 Massport Haul Road Boston

VB6 Ventilation Building No. 6 2 FID Kennedy Ave Boston

VB7 Ventilation Building No. 7 50 Harborside Drive Boston

VB8 Ventilation Building No. 8 42 Accolon Way Boston

CANA Ventilation Building No. 15 – CANA North 10 Chelsea Street Charlestown

ES01 Emergency Response Station No. 1 4 Harborside Drive Boston

ES02 Emergency Response Station No. 2 100 Massport Haul Road Boston

ES04/ESS2

Emergency Response Station No. 4 Electrical Sub Station #2

480 Albany Street Boston

SMF/ES10

Satellite Maintenance Facility/Emergency Response Station No. 10

60 Bunker Hill Industrial Park Boston

HOC Highway Operations Center 50 Massport Haul Road Boston

CMF Central Maintenance Facility 370 "D" Street Boston

AIS Air Intake Structure 257 Congress Street Boston

ESS3

TFSB1

Electrical Sub Station #3

I-90 Toll Support Building

497 W Austin Street

2A Harborside Drive

Boston

East Boston

TFSB2 ET Toll Support Building 2B Harborside Drive East Boston

ITT Ted Williams Tunnel 2 FID Kennedy Ave Boston

Kneeland 185 Kneeland Street Office 185 Kneeland Street Boston

TobinMF Tobin Maintenance Facility 62 Broadway Street Chelsea

Interchange

Former Toll Building 24 Park Road (off South Ave.) Weston

Milton Depot Fuel Island 73 Granite Ave Milton

Westwood Depot

Fuel Island 90 Providence Highway Westwood

Fore River Bridge

Fore River Bridge Maintenance Depot Bridge Street (Route 3A) over the Fore River

Weymouth

Chelsea Bridge Chelsea Bridge Maintenance Chelsea St over the Chelsea Creek Chelsea

A00803 – 6

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A00803-18

SCHEDULE D

Fire Pump Equipment Descriptions

A00803-19

Facility Component Description

ES01 Fire Pump: Patterson 5” X 4”, type MU, one stage, 750 GPM @ 62 PSI

@ 1770 RPM vertical in line fire pump, serial #FP-C-

600.Lincoln 40 HP, 1765 RPM, 230/460V, 3 PH electric motor, serial #V1930701859

Controller: Hubble Model LX2200, combined manual and automatic fire pump controller, rated for 40 HP, 460V, 3 PH full service-across the line operation, with

Jockey Pump: 1000-AIC Grundfos Model CR2-40

ES02: Fire Pump: Patterson 5” X 4”, type MACU, one stage, 750 GPM @80

PSI @ 3490 RPM vertical in line fire pump, serial #FP-

C7921-1. Lincoln 50 HP, 3490 RPM, 230/460V, 3PH electric motor, serial #V194061624.

Controller: Master Model MCYT280-50-46-H-X combined manual and automatic fire pump controller, rated for 50 HP, 460V, 3PH reduced voltage operation.

Jockey Pump: Grundfos CR-60U

HOC Fire Pump: Patterson 5” X 4”, type MAC, one stage, 750 GPM @ 80

PSI @ 3550 RPM horizontal shaft centrifugal fire pump, serial #FP-C-793-1.Marathon 50 HP, 3550 RPM, 460V, 3 PH electric motor, serial #324TSTDPOGAL

Controller: Master Model MCYT280-59-46-H-X, combined manual and automatic fire pump controller, rated for 50 HP, 460V, 3PH reduced voltage operation.

Jockey Pump: Grundfos CR-60V

Controller: Master

VB1 Fire Pump: Horizontal, centrifugal, 100-hp, 1000-gpm, 1780-rpm, 480-volt, 3-phase, model 8X6X12F 8100, manufactured by ITT A-C Pump

Controller: Model M300-10-480C, manufactured by Metron

Jockey Pump: Vertical centrifugal type, 2-hp, 1780-rpm, 480-volt, 3-phase, model CR2-70U, manufactured by ITT A-C Pump

Controller: The controller is model M15BL-2-480, manufactured by Metron.

VB3 Fire Pump: Peerless Pump, horizontal, centrifugal, 75-hp, 1500-gpm, 1750-rpm, 480-volt, 3-phase, model 6AEF14G

Controller: Model MCRT manufactured by Master Control Systems

Jockey Pump: Vertical centrifugal type, 1-hp, 1780-rpm, 480-volt, 3-phase, model CR2-40U, manufactured by Grundfos Pump

Controller: Model PMC-1-3-46, manufactured by Master Control Systems

Schedule D Page 1 of 3

Fire Pump Equipment Descriptions

A00803-20

VB4 Fire Pump: Patterson centrifugal fire pump, Model 6X5X17SSC, 1000-gpm at 90-psi

Controller: Hubbell, Model LX2800

Jockey Pump: Grundfos

Controller: Hubbell

VB5 Fire Pump: Patterson Pump - horizontal centrifugal type, 75-hp, 1000-gpm, 1775-rpm, 480-volt, 3-phase, model 6X5X17SSC, Controller: Hubbell model LX-2200

Jockey Pump: Grundfos Pump vertical centrifugal type, 2-hp, 1780-rpm, 480-volt, 3-phase, model CR2-70U

Controller: Hubbell model LX-600

VB6 Fire Pump: Fairbanks Morse 6” X 5”, type 29823C, one stage, 750

GPM @ 90 PSI @ 1785 RPM, horizontal shaft centrifugal fire pump, serial #K4D1024869.

Motor: US Electric, 75HP, 1785 RPM, 460V, 3 PH electric motor, serial #692864-Y06Y0680089R1.

Controller: Torna Tech Model ATR 480/75/76 combined manual and automatic fire pump controller, rated for 75 HP, 480V, 3 PH power transfer operation

Jockey Pump: Grundfos Model CR2-60

Controller: Master

VB7 Fire Pump: Peerless 6” X 5”, type SAF84, one stage, 1000 GPM @ 60

PSI @ 3550 RPM horizontal shaft centrifugal fire pump, serial #109929.Lincoln 50 HP, 3490 RPM, 480 V, 3 PH electric motor, serial #UL95042116

Controller: Hubble Model LX2700 combined manual and automatic fire pump controller, rated for 50 HP, 460V, 3 PH auto transfer operation

Jockey Pump: Webtrol Model E101B1B12-3

Controller: Firetrol FTA-500

VB8 Fire Pump: Paterson centrifugal fire pump, Model 6X5X17SSC, driven by a U.S. Motors electric 75-hp motor

Controller: Hubbell controller, Model LX2800

Jockey Pump: Grundfos

Controller: Hubbell controller, Model LX2800

Schedule D Page 2 of 3

Fire Pump Equipment Descriptions

A00803-21

AIS Fire Pump: Paterson centrifugal fire pump, Model 6X5X17SSC, driven by a U.S. Motors electric 75-hp motor

Controller: Hubbell controller, Model LX2800

Jockey Pump: Grundfos

Controller: Hubbell controller, Model LX2800

TFB2 Fire Pump: Patterson Pump Co. model 4x3, centrifugal, double suction, split case, 500-gpm, 80-psi electric fire pump

Controller: Hubbell Industrial Controls model LXi-12/2200

Jockey Pump: Grundfos Pump Co. Model CR2-70U, Series C, multistage centrifugal electric

Controller: Industrial Controls model LX-600

CANA Fire Pumps (2): Patterson Pump Co. D-5538, centrifugal electric fire pump

Controllers (2) Master Control System Inc

Jockey Pump (1) Grundfos CR2

Controller Patterson

185 Kneeland

Office

Fire Pump: Patterson Pump, Serial # 84PT8358-LS

Motor: Lincoln 75-hp, 230/460 v Frame: 365TS, Serial # 2917863.

Jockey Pump Burks Pump Cat. # 3701TM

Fire Pump: Fire-Trol, Model # FTA-1300-AH75B

Controller: 7-hp, 480 v

Schedule D Page 3 of 3

A00803-22

A00803-23

Attachment B – Testing Quantities (1Page)

A00803-24

A00803-25

Proposal No. 614074 Attachment B

ASSUMED INSPECTION SCHEDULE (if the 2-year Contract were to begin in April 2024)

Quantities For Each Location using Items 100.201 thru 100.472

Month

Year Month

Count Inspection at given location

Notes:

Apr 2024 0 Quarterly Semi-Annual Yearly 5-Yr Insp. Start-up after NTP is issued… May 2024 1 --- --- --- ---

Jun 2024 2 --- --- --- --- Note: 5-Yr Insp. may coincide with any of the

Yearly site inspections…at the

Engineer's direction

Jul 2024 3 Quarterly --- --- ---

Aug 2024 4 --- --- --- ---

Sep 2024 5 --- --- --- ---

Oct 2024 6 Quarterly Semi-Annual --- ---

Nov 2025 7 --- --- --- ---

Dec 2025 8 --- --- --- ---

Jan 2025 9 Quarterly --- --- --- Quarterly-type inspections shall occur initially and every 3 months throughout the

Contract

Feb 2025 10 --- --- --- ---

Mar 2025 11 --- --- --- ---

Apr 2025 12 Quarterly Semi-Annual Yearly ---

May 2025 13 --- --- --- ---

Jun 2025 14 --- --- --- ---

Jul 2025 15 Quarterly --- --- ---

Aug 2025 16 --- --- --- ---

Sep 2025 17 --- --- --- ---

Oct 2025 18 Quarterly Semi-Annual --- --- Semi-Annual-type inspections shall occur initially and every 6 Nov 2026 19 --- --- --- ---

Dec 2026 20 --- --- --- ---

Jan 2026 21 Quarterly --- --- ---

Feb 2026 22 --- --- --- ---

Mar 2026 23 --- --- --- --- Yearly-type inspections shall occur initially and every 12 months Apr 2026 24 Quarterly Semi-Annual Yearly ---

Notes:

Quantity:

1 The above Table is based on the issuance of a Contract "Notice To Proceed" in the month of

May - and work commencing at the beginning of June; schedule will vary according to actual issuance.

2 Quantities are not guarenteed. For instance, Engineer may direct omission of location / and associated quantities based on DOT operational needs.

DISTRICT 6- STANDPIPE & FIRE PROTECTION SYSTEM TESTING

AT VARIOUS LOCATIONS

9 5 3 1

Proposal No. 613345

A00803-26

Attachment C

Detail A- Standpipe Roadway Matrix

Detail B – Standpipe System Fill Point Location

Detail C – I-93 Viaduct Standpipe Systems – North of Zakim Bridge

Note:

1. Detail C includes 21 Standpipe Systems located on I-93 in Boston and Somerville. Associated pay items are Item 100.65 Roadway Dry

Standpipe Flow Test and Item 100.66 Roadway Dry Standpipe

Hydrostatic Test. Systems extend over MBTA Orange Line from Bunker

Hill to Sullivan Square. Potential railroads impacted include Amtrak, CSX, and Kiolis.

2. All referenced systems above are not guaranteed to be completely accurate – only representative of the work. There may be other locations identified throughout the administration of the contract, at the discretion of the Department.

A00803-27

A00803 - 28

Detail A Proposal No. 614074

STANDPIPE ROADWAY MATRIX

A00803 - 29

STAND

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FILL POINT

#1

FILL POINT

#2

MANUAL DRY

South Boston Bypass Road

1.2

100 S

100 T

South Boston Bypass Road

1.8

100 T

100 U

103 MANUAL DRY I-93 SB 1.1 3 100 A 100 B

104 MANUAL DRY RAMP K 1.5 4 100 E 100 F

105 MANUAL DRY RAMP K, KK 1 7 100 G 100 F

106 MANUAL DRY I-93 NB, RAMP XX 2.9 15 100 H 100 G

107 MANUAL DRY I-93 SB, RAMP X 2.5 12 100 H 100 I

108 MANUAL DRY RAMP XXE 0.9 3 100 G N/A

109 MANUAL DRY RAMP XX 3 5 100 G 100 J

110 MANUAL DRY RAMP MW 1.6 5 100 G N/A

111 MANUAL DRY FRNB, RAMP LL 4 9 100 G 100 R

112 MANUAL DRY I-93 NB 2.9 8 100 G 100 R

113 MANUAL DRY RAMP K, KK 3.2 8 100 J N/A

114 MANUAL DRY RAMP A, B, CC 6.6 8 100 M 100 R

117 MANUAL DRY RAMP KK 8 7 100 M 100 R

119 MANUAL DRY RAMP CC 6.7 6 100 M 100 R

120 MANUAL DRY I-93 SB 2.3 1 100 J N/A

122 MANUAL DRY I-93 SB, RAMP CC 2.2 6 100 I 100 J

123 MANUAL DRY RAMP FX, X 2 5 100 I N/A

124 MANUAL DRY RAMP X 1.8 5 100 J N/A

125 MANUAL DRY Ramp CC, D

4 100 J N/A

126 MANUAL DRY Ramp XE 1.8 1 100 J N/A

127 MANUAL DRY FRNB 1.1 4 100 C 100 D

128 MANUAL DRY RAMP W SS

7 100 J 100 Y

130 MANUAL DRY South Boston Bypass Road

1 100 N NA

131 MANUAL DRY South Boston Bypass Road

1 100 P NA

132 MANUAL DRY South Boston Bypass Road

1 100 R NA

133 MANUAL DRY South Boston Bypass Road

1 100 V NA

134 MANUAL DRY South Boston Bypass Road

1 100W NA

135 MANUAL DRY South Boston Bypass Road

1 100X NA

201 MANUAL DRY I-93 NB 3.9 8 200 R 200 S

202 MANUAL DRY I-93 NB 5.1 8 200 S 200 T

Proposal No. 614074

STANDPIPE ROADWAY MATRIX

A00803 - 30

(calculated)

# HOSE

VALVEs

FILL POINT

#1

FILL POINT

#2

203 MANUAL DRY I-93 NB, RAMPA-CN 7.1 16 200 T 200 M

204 MANUAL DRY RAMP C 7.4 9 200 R 200 S

205 MANUAL DRY RAMP A - CN/RT 5.5 9 200 M 200 L

206 MANUAL DRY I-93 NB, RAMP CN-SA 7.4 14 200 L 200 A

208 MANUAL DRY I-93 NB 5.2 10 200 A 200 F

209 MANUAL DRY I-93 NB 2.5 7 200 F 200 G

210 MANUAL DRY RAMP STS 4.9 9 200 B 200 F

211 MANUAL DRY RAMP CN - S 4.8 11 200 G 200 J

212 MANUAL DRY RAMP ST-SA 2.3 5 200 B 200 A

213 MANUAL DRY RAMP ST-CN 3.5 4 200 B 200 F

214 MANUAL DRY RAMP SA-CN 3.3 7 200 F 200 G

216 MANUAL DRY RAMP RT 4.3 5 200 P 200 O

CASB, RAMP RR, I-90 CO

4.7

200 O

200 M

218 MANUAL DRY I-93 SB, I-90 COLLECTOR

17 200X 200O

219 MANUAL DRY I-93 SB, I-90 COLLECTOR

24 200X 200Q

220 MANUAL DRY CASB 5.8 10 200 M 200 L

221 MANUAL DRY CASB 5.2 8 200 L 200 A

222 MANUAL DRY CASB 5.3 10 200 A 200 F

223 MANUAL DRY CASB 2.4 4 200 F 200 G

224 MANUAL DRY RAMP CS -SA/CT 3.4 7 200 C 200 D

225 MANUAL DRY RAMP CS - P 3.4 7 200 N 200 V

226 MANUAL DRY RAMP RT 3.1 5 200 M 200 O

227 MANUAL DRY RAMP SA - CS 4.4 9 200 D 200 C

228 MANUAL DRY RAMP CS - SA 1.3 3 200 C N/A

229 MANUAL DRY RAMP CS - CT 2.1 3 200 C 200 E

230 MANUAL DRY RAMP SA - CT 3.6 8 200 E 200 D

232 MANUAL DRY RAMP LC - S 4.5 11 200 I 200 K

233 MANUAL DRY RAMP S-N 3.7 8 200 I 200 H

234 MANUAL DRY RAMP CN-S 2.2 4 200 F 200 G

235 MANUAL DRY RAMP RV <1.0 1 200

301 MANUAL DRY I-93 NB RAMP SN 3.5 11 300 B 300 F

302 MANUAL DRY I-93 NB RAMP NS - SN 3.1 16 300 J 300 K

Proposal No. 614074

STANDPIPE ROADWAY MATRIX

(calculated)

# HOSE

VALVEs

FILL POINT

#1

FILL POINT

#2

303 MANUAL DRY I-93 NB RAMP NS 2.2 7 300 K 300 L

304 MANUAL DRY I-93 SB RAMP NS 3.7 11 300 B 300 F

305 MANUAL DRY I-93 NB RAMP SN 2.2 8 300 K 300 L

306 MANUAL DRY I-93 NB RAMP CL 2.7 9 300 M 300 N

307 MANUAL DRY I-93 SB RAMP TS 0.9 3 300 F N/A

308 MANUAL DRY I-93 SB RAMP TC 2.8 8 300 G 300 F

309 MANUAL DRY I-93 SB 1.9 6 300 I N/A

310 MANUAL DRY RAMP ST 2.2 5 300 F 300 H

311 MANUAL DRY I-93 NB AND SB 3 13 300 C 300 D

312 MANUAL DRY I-93 NB 0.9 3 300 E 300 I

313 MANUAL DRY I-93 NB 0.8 1 300 I N/A

314 MANUAL DRY I-93 NB/CT RAMP CT 3.4 9 300 D 300 G

315 MANUAL DRY RAMP CT 1.1 4 300 G N/A

316 MANUAL DRY I-93 SB 0.7 1 300 I N/A

318 MANUAL DRY RAMP SA - CN 2.8 7 300 C 300 D

319 MANUAL DRY RAMP SA -CN 1.7 5 300 D 300 I

320 MANUAL DRY I-93 SB 0.2 1 300 F N/A

321 MANUAL DRY RAMP LC - N 0.7 1 300 A N/A

322 MANUAL DRY RAMP LT

1 300 O N/A

401 MANUAL DRY RAMP L 6.8 13 100 G 400 A

402 MANUAL DRY RAMPL/HOV E. BD. 12 11 400 A 400 L

403 MANUAL DRY RAMP HOV E. BD. 4.5 6 400 L 400 J

404 MANUAL DRY RAMP I, HOV E. BD. 4 8 400 F 400 J

405 MANUAL DRY RAMP A/HOV E. BD 4 8 400 F 400 K

406 MANUAL DRY I-90 E. BD. 4.8 8 400 M 400 A

407 MANUAL DRY I-90 E. BD. 4.8 7 400 A 400 L

408 MANUAL DRY I-90 E.& W . BD. 6.9 12 400 L 400 E

409 MANUAL DRY I-90 E.& W . BD. 6.5 11 400 K 400 E

410 MANUAL DRY RAMP L 7.6 13 400 L 400 E

411 MANUAL DRY RAMP I 0.6 2 400 C N/A

412 MANUAL DRY I-90 W . BD., RAMP F (W -SS) 4.7 10 400 M 400 A

413 MANUAL DRY I-90 W .BD. 8 8 400 A 400 L

Proposal No. 614074

STANDPIPE ROADWAY MATRIX

(calculated)

# HOSE

VALVEs

FILL POINT

#1

FILL POINT

#2

415 MANUAL DRY RAMP DN - D 3.5 3 400 R 400 A

416 MANUAL DRY RAMP D 8 9 400 A 400 L

417 MANUAL DRY RAMP D 6.9 10 400 L 400 E

418 MANUAL DRY RAMP B 2.3 4 400 E 400 D

419 MANUAL DRY RAMP C, CT 1.7 3 400 B 400 P

420 MANUAL DRY RAMP B, F, FD 4.2 7 400 G 400 K

421 MANUAL DRY SUMMER STREET BRIDGE

8 TBD TBD

423 MANUAL DRY I-90 E.& W . BD. (BOAT)

8 400 K N/A

425 MANUAL DRY RAMP A (BOAT) 0.4 1 400 F N/A

501 MANUAL DRY TW T

9 500 T 500 U

502 WET SYSTEM TW T

32 VB7 VB6

503 MANUAL DRY TW T

13 600M 500 V

613 MANUAL DRY RAMP S-T 1.8 5 600 P 600 O

PTNL

SPS

PRUDENTIAL EB &W B

1 2 or 3

STNL

SUMNER W B

1 2

CTNL

CALLAHAN EB

1 2

TOBIN

SPS

MANUAL DRY

TOBIN UPPER & LOW ER

DECK

B-27 C-2

TOGIN

VIA SPS

TOBIN VIADUCT UPPER &

LOWER DECK

CANA

CANA NB, SB & RAMP TL

TOTALS

Detail B Proposal No. 614074

STANDPIPE SYSTEM FILL POINT LOCATION

A00803- 33

Fill point ID LOCATION STANDPIPE SYSTEMS

100 A Frontage Road SB. @MBTA Police lot EXIT ONLY 103

100 B Frontage Road SB. From Mass AVE.Connector heading to SB 103

100 C I-93NB.& Frontage Rd NB, Across from Maintenance Rd. 127

100 D I-93 NB.& Ramp K, West of Widett Circle 127

100 E Frontage Road NB before BTD Tow Lot Entrance 104

100 F Frontage Rd. NB @ Albany Street Connection

100 G

Frontage Rd. NB & Across from Broadway Bridge

100 H Base of I-93SB pier @ Albany Street Connection

100 I

Base of I-93SB pier, north of junction of W.4th St. and Berkeley St.

100 J Infield Area/Infield Maintenance Rd.

100 K Base of I93SB At Infield Access Road near SW-07 120

100 M

South end of Albany Street Bridge.

100 N

Dorchester ave overpass @ SBHR

100 P

West 5th Street overpass @ SBHR

Proposal No. 614074

A00803- 34

100 R

West 4th Street overpass @ SBHR

100 S Widett Circle & Under South Boston Bypass Road 101

100 T Under viaduct South Boston Bypass Road south of the junction of

South Boston Bypass Road and South Boston Haul Road.

100 U Junction of South Boston Bypass Road and South Boston Haul Road. 102

100 V West Broadway Ave overpass @ SBHR next to BPD station 133

100 W West 3rd Street overpass @ SBHR 134

100 X West 2nd Street overpass @ SBHR 135

100 Y RAMP WSS PORTAL / BOAT SECT 128

Proposal No. 614074

A00803- 35

200 A

NORTH & CROSS ST. @ TE-505, EGRESS # 1

200 B

CROSS & SALEM ST. JUST NORTH OF FREEDOM TRAIL

200 C

NORTH & BLACKSTONE ST.

200 D

BLACKSTONE & SUDBURY ST. @ TE-519, EGRESS # 2

200 E CROSS ST. & CALLAHAN TUNNEL @ (GRASSY KNOLL)

200 F

N.WASHINGTON ST. & VALENTI WAY @ TE-526, EGRESS # 3

200 G

BEVERLY ST & LOVEJOY PL. EAST OF I93NB PORTAL

200H STORROW DRIVE 233

200 I

BETWEEN LOMASNEY WAY & MARTHA ROAD

200 J BENEATH RAMP N-S (Sta. 69+50) SO. of NASHUA ST. 211

200 K BENEATH RAMP S-N (Sta. 73+50) NW. of VB # 8. 232

200 L

ATLANTIC AVE & STATE ST. @ MARRIOT LONG WHARF

Proposal No. 614074

A00803- 36

200 M

ATLANTIC AVE & SOUTH OF ROWES WHARF

200 N PURCHASE ST @ ONE INTERNATIONAL PLACE 225

200 O

CORNER OF GRIDLEY & PURCHASE ST.

200 Q AT KNEELAND ST. LPPS-12 219

200 R

FRONTAGE ROAD SOUTH OF INTERSECTION OF ATLANTIC

AVE & KNELLAND ST.

200 S

ATLANTIC AVE ACROSS FROM EAST ST NEXT TO SOUTH

STATION @ TE-206

XXX

200 T ATLANTIC AVE & VENT BLDG 3 @ TE-405

200 V INTERSECTION OF FRANKLIN, INDIA ST. & INDIA PL. 225

200 X

SURFACE RD & ESSEX ST

200 Y SURFACE RD & LINCOLN ST 235

Proposal No. 614074

A00803- 37

300 A

NORTH OF MARTHA ST. (BELOW VIADUCT RAMP LC-N AND

ADJACENT TO VIADUCT COLUMN)

300 B SPAULDING PARKING LOT-SOUTH END

300 C ZAKIM BRIDGE-SOUTHWEST SIDE

300 D

SOUTH ENTRANCE to BS&G ROAD

300 E MAINTENANCE WAY-UNDER I-93NB & SB 312

300 F

BOSTOM SAND & GRAVEL ACCESS ROAD

300 G

INDUSTRIAL DRIVE WAY-EAST OF TRACKS

300 H INDUSTRIAL DRIVE WAY-W EST OF TRACKS 310

300 I

MAINTENANCE WAY-UNDER I-93SB

300 J MAINTENANCE WAY-NORTH 302

300 K

MAINTENANCE WAY-BETWEEN AMTRACK & MBTA TRACKS

300 L MAINTENANCE FACILITY

300 M RAMP CL-SOUTH END - SOUTH of SMF 306

300 N RAMP CL-NORTH END 306

Proposal No. 614074

A00803- 38

400 A

NorthW est corner of Vent Bldg.1 (off Dorchester Ave. at Fort Point

Channel

400 B Massport Haul Road & Ramp I off ramp 419

400 C Massport Haul Road & Ramp CT off ramp 411

400 D NorthW est corner of Vent Bldg.5 Massport Haul(west bd.) @ station 59+

400 E

Southwest corner of Congress Street , East Service Road & Ramp C

400 F

Massport Haul Road EB Under East end of Summer Street & above

Ramp A,South Boat wall

400 G Ramp F FD Portal, South Boat wall & top of Ramp B 420

400 J Wormwood Street & A Street

400 K

Massport Haul Road & D Street. Final location by C01A7 @

Emergency Ramp by ERS 2

400 L

MT Washington Avenue & Sobin Park

400 P West Service Road @ Ramp C portal 419

500 T EAST OF HOC on MASSPORT HAUL ROAD 501

500 U VB6 2 FID KENNEDY DRIVE 501

Proposal No. 614074

A00803- 39

500V 50 HARBORSIDE DRIVE ( NW CORNER of VB7) 503

600 M SE CORNER of HARBORSIDE DR & HOTEL DR 503

600 O NORTH of ERS1 613

600 P SOUTH of ERS1 613

1 DALTON STREET & BOYLSTON STREET PTNL STANDPIPE

2 STUART STREET & HUNTINGTON AVE PTNL STANDPIPE

3 DARTMOUTH STREET & STUART STREET PTNL STANDPIPE

1 MERIDAN STREET PARK STNL STANDPIPE

2 128 NORTH STREET STNL STANDPIPE

1 MERIDAN STREET PARK CTNL STANDPIPE

2 RICHMOND STREET NEXT to VB12 CTNL STANDPIPE

B16

CHELSEA ST & VINE STREET

TOBIN STANDPIPE

B27 CHELSEA & MEDFORD STREET TOBIN STANDPIPE

T-7 TOBIN ADMINISTRATION BUILDING TOBIN STANDPIPE

C2 BROADWAY & COMMANDANT WAY TOBIN STANDPIPE

1 LOWNEY WAY & MT. VERNON STREET

TOBIN VIADUCT

STANDPIPE

1 CHELSEA ST & WARREN @ VB15

CANA STANDPIPE

SYSTEM

A00803- 40

A00803- 41

I-93 Viaduct Standpipes Sytems -

North of Zakim Bridge

Detail C

Stand

Pipe #

Type

Fill Time

# Hose

Valves

Fill Point

Location #1

Fill Point

Location #2

1 Manual Dry I-93 NB and SB Bent 33B -36B 4 Bent 33B

2 Manual Dry I-93 NB and SB Bent 39 2 Bent 39A

3 Manual Dry I-93 NB and SB Bent 42 - 45 4 Bent 45A

4 Manual Dry I-93 NB and SB Bent 48 - 51 4 Bent 51B

5 Manual Dry I-93 NB and SB Bent 54 - 59 6 Bent 57A

6 Manual Dry I-93 NB off-Ramp C-L Bent 61 2 Bent 61

7 Manual Dry I-93 NB off-Ramp C-L Bent 15-B2

14 Bent B6B

8 Manual Dry I-93 SB Off Ramp Exit 26 - 2 Bent B10B

9 Manual Dry I-93 NB and SB (Fast Lane) Bent B16

2 Bent 16

10 Manual Dry I-93 NB (Fast Lane) Bent SB10A-Bent

SB12A

3 Bent SB12A

11 Manual Dry I-93 NB Bent NB10A 1 Bent NB10A

12 Manual Dry I-93 NB Pier NB6A -Bent NB9A 3 Bent NB9A

Manual Dry

I-93 NB and SB North Abutment to

Pier NB5A and North Abutment to

Bent SB8A

Bent SB6A

14 Manual Dry I-93 NB and SB (On Ramp C) Bent

NB27 and SB 27

2 Bent NB27

15 Manual Dry I-93 NB after Ramp E and SB after

Ramp D

Pier NB 21 &

Bent RC6

16 Manual Dry I-93 NB off-Ramp C Pier NB17-21 and

Bent RC 2-6

Pier NB17 &

Bent RC2

17 Manual Dry I-93 SB Off Ramp D - Pier SB 17-19

2 Pier SB17

18 Manual Dry I-93 SB Pier SB 7 - 15 4 Pier SB 9

19 Manual Dry I-93 NB Pier NB 9 - 12 2 Pier NB 9

20 Manual Dry I-93 NB Pier NB 1 - 6 3 Pier NB 3

21 Manual Dry I-93 SB Pier SB 1 - 5 3 Pier SB3

Total 82

A00803- 42

A00803- 43

Attachment D – Forms

A00803- 44

A00803- 45

FIRE STANDPIPE SYSTEM FLOW TEST REPORT

CENTRAL ARTERY (1-93) I TUNNEL (1-90).

MassDOT PROJECT NO. _

MassDOT CONTRACT NO. _

DISTRICT6,

MECHANICAL

ELECTRICAL

COMMUNICATION

GROUP

Date of test:

LOCATION

Pipe System: Outflow Port Location:

Number of Outflow Ports: Pipe Diameter (Inches):

Input (Fill) Location: ---------- Pipe Length (Feet):

TEST MEASUREMENTS

Pressure (Psi):

Flow Measured (Gpm): _

Fill Time: Min. Sec.

Comments:

Name Firm

Conducted By:

Acknowledged By:

MassDOT District 6

Acknowledged By:

City of Boston Fire Department

Acknowledged By:

A00803- 46

Proposal No. 613345 Page 1 of 3 FORM 1

AUTOMATIC SPRINKLER SYSTEMS

GENERAL INFORMATION

System: Date:

Location: Inspector:

GENERAL

System designation:

Building:

Location of sprinkler valve:

Type of sprinkler system Wet Dry Deluge Preaction

Make and model of sprinkler valve:

Is building fully sprinklered? Yes No

Is entire sprinkler system in service? Yes No

Has sprinkler system been modified since last inspection: Yes No

VALVES

When was pump last inspected?

Is pump in good condition: Yes No

FIRE DEPARTMENT CONNECTIONS

Location:

Are identification signs provided? Yes No

WET SYSTEMS

Is building adequately heated?

Yes

No

Is system hydraulically calculated? Yes No

If yes, is hydraulic information sign provided at valve? Yes No

DRY SYSTEMS

Is dry pipe valve in heated room?

Does heated room have low temperature alarm? Yes No

DELUGE SYSTEM Yes No

PREACTION SYSTEM Yes No

How are valves supervised? Sealed Locked Tamper Switch

Are valves identified with signs?

PUMPS

Yes No

Is fire pump Diesel Electric Gasoline None?

A00803- 47

Page 2 of 3 FORM 1

ANNUAL INSPECTION AND TESTS FOR

AUTOMATIC SPRINKLER SYSTEMS

GENERAL CONDITION

Inspect sprinklers, sprinkler piping, pipe hangers and seismic braces to make sure they are in good condition.

FREEZING

Before freezing weather, inspect building to assure exterior wall openings will not expose sprinkler piping to freezing temperature. Yes No

MAINTAIN VALVES

Valves should be maintained, including exercising each valve and lubricating each valve stem. Yes No

CLEAN STRAINERS

Shut the water supply valve and remove the strainer for thorough cleaning. Yes No

TEST ANTIFREEZE

Wet pipe systems with antifreeze solution should have the solution checked for proper freeze level. Record freezing point. Yes No

Verify connection is visible and accessible, not damaged, caps or plugs are in place, identification sign is in place and automatic drain is working properly.: Yes No

MAIN DRAIN TEST

Conduct a main drain test as follows:

1. Record the static water supply pressure (psi) indicated on the lower pressure gauge.

2. Open the main drain and allow water flow to stabilize. Yes No

3. Record the residual water supply pressure while water is flowing from the 2-inch main drain as indicated on the lower pressure gauge. Yes No

4. Close the main drain (slowly). Yes No

WET PIPE SYSTEM FLOW ALARM

Test water flow alarms by opening the inspector’s test valve.

DRY PIPE PRIMING LEVEL

Check dry valve priming water level by opening the test valve and checking for a small amount of water to discharge. If no water flows out of the test line, add priming water. Yes No

DRY PIPE SYSTEM LOW AIR PRESSURE ALARM

Close the water supply valve, carefully open inspector test valve to reduce air pressure slowly (Do not reduce air pressure sufficiently to trip the dry pipe valve). Confirm operation of low pressure alarm, record air pressure at which low pressure alarm activated, close inspector test, allow air pressure to rise to normal, then open water supply valve. Yes No

Page 3 of 3 FORM 1

A00803- 48

DRY PIPE SYSTEM FLOW ALARM

Open the alarm bypass valve. Yes No

DRY PIPE SYSTEMS

1. Quick opening devices and accelerators, if provided, will be tested.

2. Low point drains should be drained thoroughly before cold weather and after any system trip.

3. Trip test the dry pipe valve. Record the time from opening the inspector’s test valve until the dry pipe valve trips.

4. Internally inspect dry pipe valve.

PREACTION SPRINKLER SYSTEM

1. Open the alarm bypass valve.

2. Trip test the preaction system.

3. Internally inspect preaction valve.

DELUGE SPRINKLER SYSTEM

1. Open the alarm bypass valve.

2. Trip test the deluge system.

3. Record time from activation of detector until water is discharged.

4. Check to see that water discharge pattern is adequate.

5. Record water pressure at hydraulically most remote sprinkler.

6. Record water pressure at deluge valve.

7. Internally inspect deluge valve.

CONTROL VALVES

Close control valves and reopen until spring or tension is felt. Back

Yes No

Yes No

Yes No turn one quarter turn. Yes No

HYDRAULIC NAMEPLATE

If system was hydraulically calculated, assure nameplate is legible and securely attached to riser. Yes No

Record any notes about the system, which the inspector believes to be significant. Place a number in that block and number the corresponding notes at the end of the inspection form.

COMMENTS:

Proposal No. 614074 FORM

A00803- 49

FOAM-WATER SPRINKLER SYSTEMS

Building:

Location of control valve:

Make and model of valve:

What is hazard protected?

How are valves supervised? Sealed Locked Tamper Switch

Are valves identified with signs?

WATER SUPPLY

When was last water supply test made?

Are reservoirs, tanks or pressure tanks in good condition? Yes No

PUMPS

Is fire pump Diesel Electric Gasoline None?

When was pump last inspected?

Is pump in good condition: Yes No

OPERATING INSTRUCTIONS

Are Operating instructions posted? Yes No

Has system been modified since last inspection Yes No

Has sprinkler system been modified since last inspection: Yes No

FORM 2

A00803- 50

ANNUAL INSPECTION AND TESTS

FOR FOAM-WATER SPRINKLER SYSTEMS

FOAM WATER SPRINKLER

Assure they are free of corrosion, obstruction, foreign materials and physical damage. Yes No

SPRINKLER PIPING

Assure it is in good condition, free of damage, not corroded, not misaligned and not subject to external leaks. Yes No

PIPE HANGERS AND SEISMIC BRACES

Assure they are neither damaged nor corroded. Yes No

GAUGES

Assure they are in good condition and normal water pressures are maintained. Yes No

MAIN DRAIN TEST

Conduct a main drain test as follows:

1. Record the static water supply pressure.

2. Open the main drain and allow water flow to stabilize.

3. Record the residual water supply pressure.

4. Close the main drain (slowly).

FLOW ALARM

Test flow alarm by opening the test valve. Note "OK" in box, if

Yes No

Yes No

Yes No alarm operates properly. Yes No

EXERCISE VALVES

Exercise all valves by fully closing and reopening. Replace locks or seals. Note "OK" in block, if there are no problems. Yes No

CONTROL VALVES

Open all control valves until spring or tension is felt in the operating rod. Back valve one-quarter turn to prevent jamming.

NOTE: Outside screw and yoke (OS&Y) valves or gear – operated indicating butterfly valves do not require quarterly testing.

TRIP TEST

Test the tripping system by automatic detectors and/or manual station. Flow of water from the system is not required. (The water supply valve can be closed while checking the tripping system.)

Record "OK" in this block if equipment operates properly. If equipment malfunctions, see that repairs are made immediately and briefly record them.

FOAM CONCENTRATE

Drain approximately 5 gallons of foam concentrate and let it stand for several hours. Check bottom of container for scale. If scale is found, perform further inspection of tank to determine if tank cleaning is required. Foam concentrate may be returned to tank.

FORM2

A00803- 51

FORM 3

A00803- 52

CLEAN AGENT AND HALON EXTINGUISHING SYSTEMS

INSPECTION

Date:

Inspector:

System designation:

Type of Agent Halon 1301

Halon 1211

Other

Volume protected: Above ceiling

Below raised floor

Between floor and ceiling

Room or area designation:

Halon system manufacturer:

Detector manufacturer:

Control panel manufacturer:

Date system installed:

System concentration:

4% 5% 6% 7% Other

Weight of Halon agent with cylinder:

Weight of cylinder (Tare weight):

Weight of Halon agent:

Normal pressure (super pressure):

Detection system: Ionization type smoke detectors

Photoelectric type smoke detectors

Rate-of-rise heat detectors

Fixed temperature heat detectors

Rate compensation heat detectors

Other

Type of detection for Halon system operation:

Single zone

Two zones (cross-zoned)

Two detectors on any zone

Other

FORM 3

A00803- 53

ANNUAL INSPECTION AND TESTS

FOR CLEAN AGENT AND HALON EXTINGUISHING SYSTEMS

Date:

Inspector:

Nozzle caps are in place

System is free from physical damage.

No alterations have been made to the room being protected.

Doors are self-closing or close automatically for Halon discharge.

Hoses and pipe are examined.

Clean agent containers are free from physical damage.

Container pressure (psi) – Pressure loss greater than 10% requires

Yes No

Yes No

Yes No

Yes No

Yes No

Yes No container refill or replacement. Yes No

Container weight (lbs.) – Weight loss greater than 5% requires container refill or replacement. Yes No

Container pressure and weight are recorded on tag attached to container. Yes No

Control heads operated. (Remove heads from containers.) Yes No

Conduct actuating test of system (annually). Yes No

Page 1 of 3 FORM 4

A00803- 54

STANDPIPE AND HOSE SYSTEMS

Date:

Inspector:

Building:

Location of control valve:

Type of system Class 1 Class 2 Class 3

Length of hose provided (feet) None 50 75 100

Type of hose Rubber lined Unlined (If unlined hose is presently installed, it may remain in use. However, when it requires replacement, only lined hose should be used in accordance with NFPA 14, "Standpipe Systems.")

Shutoff Nozzles provided

Pressure regulating devices provided? Yes No

Type of regulating devices Yes No

How are valves supervised?

Sealed

Locked

Tamper Switch

Are valves identified with signs? Yes No

WATER SUPPLY

When was last water supply test made?

Are reservoirs, tanks or pressure tanks in good condition: Yes No

PUMPS

Is fire pump Diesel Electric Gasoline None?

When was pump last inspected?

Is pump in good condition: Yes No

Page 2 of 3 FORM 4

ANNUAL INSPECTION AND TESTS

FOR STANDPIPE AND HOSE SYSTEMS

System: Date:

Location: Inspector:

HOSE OUTLET

Identify hose outlet location Yes No

CHECK NOZZLES

Test hose nozzles to confirm:

x Waterway clear of obstructions Yes No x No damage to tip Yes No x Full operation of adjustments x Proper operation of shutoff x No missing parts x Thread gasket in good condition x If nozzles are in good condition, note "OK" in block,. If not, see that corrections are made and briefly describe actions taken.

LUBRICATE SWING-OUT RACKS

Lubricate swing-out racks with graphite to assure they operate

Yes No

Yes No

Yes No

Yes No

Yes No properly. Record "OK" in block if no problems are found. Yes No

RERACK HOSE

Remove and rerack hose so that different parts of hose are located at bends. Check gaskets for deterioration and replace if necessary. Yes No

VISUALLY INSPECT DRY PIPING

Visually inspect all accessible piping for damage and corrosion. If piping is in good condition, note "OK" in block. If not, see that corrections are made and briefly describe actions taken. Yes No

FIRE DEPARTMENT CONNECTIONS

Verify connection is visible and accessible, not damaged, caps or plugs are in place, identification sign is in place and automatic drain is working properly. Yes No

P R

O

JE

C T

N O

. 6

- 5

Page 3 of 3 FORM 4

A00803- 56

A00803- 57

Page 1 of 5 FORM 5

FIRE PUMPS ANNUAL

INSPECTION

Y = Satisfactory N = Unsatisfactory (explain below) N/A = Not Applicable

ALL PUMPS – HYDRAULIC SYSTEM

Suction pressure gauge: psi (bar)

Discharge pressure gauge: psi (bar)

Pump starting pressure from pressure switch in controller: _ psi (bar)

Pump run time from controller: minutes.

Suction line control valves are sealed open.

Discharge line control valves are sealed open.

Bypass line control valves are sealed open.

All control valves are accessible.

Suction reservoir is full.

Pump shaft seals dripping water (1 drop per second).

System is free of vibration or unusual noise when running.

Packing boxes, bearings and pump casing are free of overheating.

ELECTRIC FIRE PUMPS ONLY

Isolating switch is monitoring abnormal power.

Normal-phase rotation pilot light is "on."

Reverse-phase pilot light is "off."

Oil level in vertical motor sight glass is in normal range.

ALL PUMPS CONTROLS

Casing relief valve is free of damage.

Pressure-relief valve is free of damage.

All valves, fittings and pipe are leak tight.

Condensate drain trap is clean.

Fire pump controller power is "on."

Transfer-switch normal pilot light is "on."

Jockey pump is operational.

Jockey pump controller power is "on."

Jockey pump controller is set on "auto."

Fire pump shaft coupling appears properly aligned.

Packing glands appear properly adjusted.

Test header control valve is closed.

Test header is in good condition.

A00803- 58

Page 2 of 5 FORM 5

Test header valves and caps are in good condition.

Test header valve handles are in good condition.

Test header valve swivel rotation is non-binding.

Bypass control valves are open.

Control valves are sealed/not tampered.

Control valves are locked/tampered.

Control valves are properly tagged and identified.

Flow meter control valves are closed.

Relief valve and cone are operational.

Relief-valve pressure appears properly adjusted.

FORM 5

A00803- 59

ANNUAL MAINTENANCE

FIRE PUMPS

Y = Satisfactory N = Unsatisfactory (explain below)

Lubricate pump bearings.

Lubricate coupling.

Lubricate right-angle gear drive.

Grease motor bearings.

Replace flexible hoses and connector.

Replace oil at 50 hours or annually.

Replace oil filter at 50 hours or annually.

Calibrate pressure switch settings.

Check accuracy of pressure sensors.

Clean pump room louvers.

Replace circuit breakers or fuses (every two years or as needed).

Remove water and foreign material from diesel fuel tank.

Rod out the heat exchanger or cooling system.

Fire pump controller in services.

Jockey pump controller in service.

Fire alarm panel "normal."

A00803- 60

Page 4 of 5 FORM 5

ANNUAL PERFORMANCE TESTS

FIRE PUMPS

System:

Date:

Inspector:

Y = Satisfactory N = Unsatisfactory (explain below)

Pump manufacturer and model:

Type: Centrifugal Turbine

Controller manufacturer and model:

Rated Capacity: gpm (L/min.)

Water supply source:

Rated Pressure: [so (bar) Rated Speed: rpm.

Power: Electric Diesel Steam

Automatic starts performed six times. Timer indicates total run time: min.

Automatic start functions properly. Timer reset and graph paper changed?

Automatic stop functions properly. Test data and flow charts completed. (Attach all water-flow charts, electrical power charts, performance curves, etc.)

Automatic start: psi (bar)

Automatic stop: psi (bar) Fire pump electrical power readings recorded at each flow condition?

Manual starts performed six times.

Manual start functions properly. Fire pump motor speed: rpm.

Manual stop functions properly. Fire pump discharge flow: gpm (L/min.)

Manual start: psi (bar) Jockey pump operational

Manual stop: psi (bar) Jockey pump appears properly aligned.

Remote start functions properly. Jockey pump valves open.

Remote stop functions properly. Jockey pump "turn-on": psi (bar).

Remote start: psi (bar) Jockey pump "turn-off" psi (bar).

Remote stop: psi (bar)

A00803- 61

Page 5 of 5 FORM 5

ANNUAL TEST SUMMARY PAGE

FIRE PUMPS

System:

Location:

Date:

Inspector:

Test 1 Test 2 Test 3

Approximate percent of rated pump discharge (gpm) (L/min.) 0 100% 150%

Nozzle size in inches (mm.) No flow

Pilot pressure in psi (bar) None

Flow in gpm (L/min.) None

Pump suction in psi (bar)

Pump discharge in psi (bar)

Net pump head (discharge pressure minus suction pressure)

Pump speed (rpm)

Operate electric circuit breaker.

Test emergency power supply.

Check for excessive back pressure in exhaust system.

Record any notes about the system, which the inspector believes to be significant. Place a number in that block and number the corresponding notes at the end of the inspection form.

A00803- 62

FORM 6

TESTING WORK ORDER

MassDOT Project No. Work Order No.

Title: Fire Protection Systems Testing and Repair

Term Contract

Date:

Location: Location Code:

Contractor: .

Address:

Facility (Building) Location:

Requested by MassDOT: (Name) Date:

Description of Fire Protection System Testing:

Starting Date: Completion Date:

1. Estimated Labor: No. of Men Hours Rate per Hr.

2. Materials, including mark-up: $

3. TOTAL FOR WORK ORDER $

Approved for MassDOT:

MassDOT Authorized Representative Date

Acceptance for General Contractor:

Signature and Title: Date

File details come from the government source that posted it. Updated .