60_17140186 USCGA CF Drawings.pdf

PDF 32 MB Posted Nov 21, 2024

Attached to: Design/Build Construction for Recapitalize Central Steam Distribution System at USCG Academy, New London, CT
Solicitation number: 70Z04724RPCNI0009
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Nov 21, 2024

This document is a set of drawings related to the Design/Build Construction for Recapitalize Central Steam Distribution System at USCG Academy, New London, CT solicitation. The solicitation is posted exclusively for contractors on the current DHS/USCG National Multiple Award Construction Contract III (NMACC III - Pool 1). The project requires replacing existing steam and condensate piping throughout the U.S. Coast Guard Academy campus, including replacing steam/condensate piping and hot water supply/return piping within various mechanical rooms. The contractor selected will provide all labor, material, equipment, mobilization, demobilization, permitting, construction support, quality control services, and ancillary items required. This is a design-build project for the steam and condensate piping systems.

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Other files

File	Type	Posted
SF30 70Z04725RPCNI0009_0006.pdf	PDF	Mar 12, 2025
TOSI_70Z04724RPCNI0009 Academy Steam_Final.pdf	PDF	Mar 12, 2025
Past performance Questionnaire.docx.pdf	PDF	Feb 3, 2025
Additional Information for Amend 0004 USCG Academy Steam 70Z04724RPCNI009.pdf	PDF	Feb 3, 2025
Attachment 12 - Historic Resources Inventory and Determination of Eligibility Report - 1996.pdf	PDF	Feb 3, 2025
Attachment 13 - Confined Space ID and Entry Program.pdf	PDF	Feb 3, 2025
Attachment 11 - ICAM - USCG Academy.pdf	PDF	Feb 3, 2025
Amendment 0004 USCG Academy Steam 70Z04724RPCNI0009.pdf	PDF	Feb 3, 2025
Attachment 10 - USCGA MS4 Permit.pdf	PDF	Feb 3, 2025
Revised Price Proposal Form 70Z04724RPCNI0009.pdf	PDF	Feb 3, 2025
RFI Responses 70Z04724RPCNI0009_Academy Steam.pdf	PDF	Feb 3, 2025
NMACC III Contract Terms.pdf	PDF	Feb 3, 2025
Amend 0003 USCG Academy Steam 70Z04725RPCNI0009.pdf	PDF	Jan 13, 2025
SF30 Amend 0002 USCG Academy.pdf	PDF	Dec 17, 2024
Site Visit Attendance Log Academy Steam_V1.pdf	PDF	Dec 17, 2024
SF30 Amend 0001 USCG Academy.pdf	PDF	Dec 4, 2024
TOA_DB_USCGA Steam _ Final.pdf	PDF	Nov 21, 2024
Appendix B - Final Testing and Balancing Report.pdf	PDF	Nov 21, 2024
60_17140186 PRICE PROPOSAL FORM .pdf	PDF	Nov 21, 2024
Appendix E - Drawing Standards and Management CSTO.pdf	PDF	Nov 21, 2024
RFP Specs 60_17140186 USCGA Steam.pdf	PDF	Nov 21, 2024
Appendix F - Design Narrative.docx	DOCX document	Nov 21, 2024
Appendix A - Equip Enroll Matrix_SILC Catalog 2024.xlsx	XLSX spreadsheet	Nov 21, 2024
Appendix D - Drawing Format and Handling _Job Guide.pdf	PDF	Nov 21, 2024
Appendix C - Final Lead and Asbestos Survey.pdf	PDF	Nov 21, 2024
Wage Determination_ CT 20230034 dtd 8_9_2024.pdf	PDF	Nov 21, 2024

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~6' high stone wall updated 8/3/2012 cut out for install of chilled water piping

NIBCO CLASS 124 IRON

BODY GATE VALVE 125 PSI

SATURATED STEAM TO 353° F/178° C

3" F-619 FLANGED. TOP OF VAULT

ADDED NOV 2012

41'7" REF

28' REF

RAMP

NEW 2014

2 FT BELOW GRADE.

in July 2013

UTILITY TRENCH COVER PLATE

Pipes replaced 1997

71727374

Generator

FROM CONCRETE FACE

OF TUNNEL

ph on e ph on e

14" from slab

This wall needs to be added

RADOME ON ROOF OF

MECH. PENTHOUSE

TAG#

M A

R K

C H

D R

A W

N B

2 3 4 5 6 7 8 9 10

G S

C A

G D

R A

G N

T O

G P

R O

T N

G F

A M

A /E

C O

N Y:

C O

G A

/E P

R O

T N

SHEET ID

USCG ACADEMY

NEW LONDON, CT

RECAPITALIZATION CENTRAL STEAM SYSTEM

100% CORRECTED FINAL SUBMITTAL

JULY 18TH, 2024

DRAWING INDEX

SHEET NAME SHEET TITLE

G-001 COVER SHEET

O N

A M

G A

C A

Y N

O N

D O

N C

T G

A L

C O

S H

COVER

SHEET

G-001

C G

P R

C T

N U

M B

C G

D R

A W

N U

M B

C G

M E

C O

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O N

R O

H O

O D

R D

O R

, V A

N A

M E, F

Y D

R A

W N

B Y

Y C

B Y

A /E

C O

N Y

N A

M E

A E

C O

N Y

Y, S

A E

C O

N Y'

O N

E N

U M

A /E

'S P

R O

T N

U M

C O

G C

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Y N

A M

E C

O N

A N

T' S

Y, S

A S

W N

U.S. COAST GUARD

CIVIL ENGINEERINGG-002 BID OPTIONS

MS-101 MECHANICAL SITE - KEY PLAN

MS-102 MECHANICAL SITE - STEAM ISOLATION VALVES AND JACKETING

MS-103 MECHANICAL SITE - TEMPORARY BOILER / PHASING PLAN

G-003 BID OPTION SCHEMATICS

MD-401 CHASE HALL MECHANICAL ROOM - DEMOLITION

MD-402 BILLARD HALL MECHANICAL ROOM - DEMOLITION

MD-403 MICHEL HALL MECHANICAL ROOM - DEMOLITION

M-401 CHASE HALL MECHANICAL ROOM - NEW WORK

M-402 BILLARD HALL MECHANICAL ROOM- NEW WORK

M-403 MICHEL HALL MECHANICAL ROOM - NEW WORK

M-501 DETAILS

M-601 SCHEDULE

MD-101

MD-102

MD-103

MD-104

MD-105

MD-106

MD-107

MD-108

MD-109

M-101 M-102

M-103 M-104 M-105

M-106 M-107

M-108 M-109

M-001 LEGEND, ABBREVIATIONS

BOILER HOUSE - DEMOLITION

MCALLISTER HALL - DEMOLITION

HAMILTON HALL - DEMOLITION

BILLARD / ROLAND HALL - DEMOLITION

YEATON HALL - DEMOLITION

LEAMY HALL - DEMOLITION

CHASE A/B ANNEX - DEMOLITION

CHASE ANNEX CONNECTIONS - DEMOLITION

JOHNSON / MUNRO HALL - DEMOLITION

BOILER HOUSE - NEW WORK

MCALLISTER HALL - NEW WORK

HAMILTON HALL - NEW WORK

BILLARD / ROLAND HALL - NEW WORK

YEATON HALL - NEW WORK

LEAMY HALL - NEW WORK

CHASE A/B ANNEX - NEW WORK

CHASE ANNEX CONNECTIONS - NEW WORK

JOHNSON / MUNRO HALL - NEW WORK

M-502 DETAILS

C-101 STAIR AT TUNNEL

E-001 LEGEND, ABBREVIATIONS

ES-101 ELECTRICAL SITE - KEY PLAN

ED-401 CHASE HALL MECHANICAL ROOM - DEMOLITION

ED-402 BILLARD HALL MECHANICAL ROOM - DEMOLITION

ED-403 MICHEL HALL MECHANICAL ROOM - DEMOLITION

ED-101

ED-102

ED-103

ED-106

ED-108

BOILER HOUSE - DEMOLITION

MCALLISTER HALL - DEMOLITION

HAMILTON HALL - DEMOLITION

LEAMY HALL - DEMOLITION

CHASE HALL - DEMOLITION

E-101 E-102

E-103 E-106

BOILER HOUSE - NEW WORK

MCALLISTER HALL - NEW WORK

LEAMY HALL - NEW WORK

HAMILTON HALL - NEW WORK

E-601 USCGA ONE LINE DIAGRAM

C-102 STAIR DETAILS AT TUNNEL

SHEET NO.

E-401 CHASE HALL MECHANICAL ROOM - NEW WORK

E-402 BILLARD HALL MECHANICAL ROOM- NEW WORK

E-403 MICHEL HALL MECHANICAL ROOM - NEW WORK

C-103 REHAB MANHOLE 6

C-104 REHAB MANHOLE 5

E-108 CHASE HALL - NEW WORK53 OF 57

AutoCAD SHX Text

SEWAGE

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PUMPING

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STATION

AutoCAD SHX Text 260'(measured from top)

AutoCAD SHX Text 196.5'(measured)

AutoCAD SHX Text 32'(measured)

AutoCAD SHX Text 347'(measured)

AutoCAD SHX Text 95'(measured)

AutoCAD SHX Text 61'(approx)

AutoCAD SHX Text 7'(approx)

AutoCAD SHX Text 153'(approx)

AutoCAD SHX Text Included in Hamilton

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36" CMP

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INV.=1.19

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 1-1/2"

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2-3"RETURN

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2-4"SUPPLY

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TWO PAIR 4" SUPPLY

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& 3" RETURN IN

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TUNNEL

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ABANDONED STEAM

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ABANDONED

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ABANDONED

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ABANDONED

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(TUNNEL ACCESS)

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ST MH13

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ST MH20

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ST MH19

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IN TUNNEL

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ST MH5

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(TUNNEL ACCESS)

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ST MH1

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CHASE HALL

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PRESS

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BOX

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BIBB ST.

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LEAMY HALL

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CONN. RTE 32

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BEAR DRIVE

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TAMPA DRIVE

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CHAPEL

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ROLAND HALL

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NEW ENGLAND CENTRAL RAILROAD, INC.

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SAIL

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LOFT

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BOILER

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PAINT

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SHOP

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BOAT

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HOUSE

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CROWN PARK

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CAMPBELL DRIVE

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DEXTER LANE

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PICKERING RD.

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HENLEY

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CIRCLE

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RED WING LANE

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LEONARD WOOD

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CIRCLE

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POINT

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LEAGUE

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OBSERVATORY

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AMMO

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STORAGE

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GAZEBO

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HAZARDOUS

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MATERIALS

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CARPENTRY

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PIPE & GENERATOR

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STORAGE

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STORAGE

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MAIN

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PIER

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T-BOAT

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PIER

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PUBLIC WORKS

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HUDSON

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STONE

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STONE

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STORAGE

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AutoCAD SHX Text L44 Dock 1

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CAMPBELL DR.

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CAMPBELL DR.

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ABANDONED STEAM

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ROPES COURSE

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2-MOHAWK WALK

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23' X 22' + TRIANGLE

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ROPES COURSE

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3-PIRATES CROSSING & MULTIVINE ELEMENTS

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25' X 120' + TRIANGLE

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3000 SF

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ROPES COURSE

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5-STORAGE SHED

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120 SF

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CHASE

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WOMENS SOFTBALL

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MENS BASEBALL

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RAILROAD

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CHASE

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RT. 32N

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RT. 32S

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FINGER PIER

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FLOATING DOCK #1

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ROPES COURSE

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4-TEAM WALL

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625 SF

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THETIS LANE

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CEDAR LANE

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EAGLE DRIVE

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ICARUS

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CORWIN

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CIRCLE

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LANE

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INV.=1.50 (36" N & S)

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INV.=2.40 (36" W)

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INV.=1.50 48"

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INV.=0.37

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INV.=1.28

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INV.=5.15

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INV.=0.91 24"

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ST MH9

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ST MH10

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JOHNSON HALL

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MUNRO HALL

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GATE

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SMITH

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HALL

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ONECO

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WAESCHE

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HALL

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FARNSWORTH

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HUNTER - LIGGETT DRIVE

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DIMICK

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HALL

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SPENCER CIRCLE

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R.R. TRACKS

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FLOOD EBB/FLOW

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SAND

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RECYCLING

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CENTER

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PICNIC

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SHELTER

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CREW

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PIER

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CONC. WALK

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NAMEAUG

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SHED

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QRTRS #4&5

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YEATON HALL

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HALL

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HAMILTON

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BILLARD

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MICHEL HALL

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4" STEAM TO LEAMY

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16.9FT

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55.0FT

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CORRECTED FINAL SUBMITTAL

41'7" REF

28' REF

RAMP

P ph on e ph on e

This wall needs to be added

Generator

1A 2

ST MH19

ST MH18

10C

ST MH10

ST MH9

ST MH8

ST MH7

ST MH6

ST MH5

ST MH4

ST MH1

ST MH3

ST MH2

6ST MH13

ST MH11

O-CLUB KITCHEN

GALLEY

KITCHEN

DRY DOCK

KITCHEN

MECH. RM.

MECH. RM.MECH. RM.

MECH. RM.

2D 2E

10E

10D

10A

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US COAST GUARD

CIVIL ENGINEERING

XXXX-XXXX-XXXX for Design Build Projects XXXX-XXXX-XXXX for Design Build Projects

GRAPHIC SCALE:

LEGEND:

ST STEAM MANHOLE

EXISTING TUNNEL

MECHANICAL ROOMS

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INV.=1.50 (36" N & S)

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INV.=2.40 (36" W)

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INV.=1.50 48"

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36" CMP

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36" RCP

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INV.=2.59 30"

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INV.=2.59 36"

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ABANDONED

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(TUNNEL ACCESS)

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CHASE HALL

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HAMILTON

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MICHEL HALL

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INFIRMARY

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PRESS

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BOX

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HARRIET LANE

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BILLARD

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HALL

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BIBB ST.

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LEAMY HALL

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JOHNSON HALL

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MUNRO HALL

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NAMEAUG AVE.

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BEAR DRIVE

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SATTERLEE HALL

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YEATON HALL

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OFFICERS

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CLUB

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BOILER

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HOUSE

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PAINT

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SHOP

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ALUMNI

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CENTER

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CAMPBELL DRIVE

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SPENCER CIRCLE

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AMBROSE CIRCLE

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DEXTER LANE

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HENLEY

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CIRCLE

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RED WING LANE

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LEONARD WOOD

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CIRCLE

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POINT

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LEAGUE

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GROUNDS

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GARAGE

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HAZARDOUS

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MATERIALS

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CARPENTRY

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STORAGE

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STORAGE

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SAND

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STORAGE

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RECYCLING

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CENTER

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EXJ

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EXISTING REAR WALKWAY

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CAMPBELL DRIVE

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CONC. WALK W/ INTEGRAL CURB

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GROUNDS STORAGE

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CHASE

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REST ROOMS

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CIRCLE

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SOLICITATION NO.:

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CONTRACT NO.:

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OPTION 2 - CHASE B MECHANICAL ROOM

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OPTION 2 - MICHEL MECHANICAL ROOM

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OPTION 2 - BILLARD MECHANICAL ROOM

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BASE SCOPE

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OPTION #1

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OPTION #2

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OPTION #3

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CHASE B MECHANICAL ROOM MICHEL MECHANICAL ROOM BILLARD MECHANICAL ROOM

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BID OPTION NOTES

AutoCAD SHX Text COORDINATE BASE BID AND BID OPTION SCOPE OF WORK WITH RFP SECTION 1800 1.1-1.3. BASE BID (GREEN LINES) PROVIDE NEW STEAM/CONDENSATE ISOLATION VALVES PER SHEET MS-102. UNLESS OTHERWISE NOTED, REPLACE STEAM/CONDENSATE PIPING UNTIL REACHING UPSTREAM OF THE EXISTING BUILDING STEAM PRESSURE REDUCING STATION. 1. SECTION 1-3 SECTION 1-3 2. SECTION 3-4 SECTION 3-4 3. SECTION 4-5 3. SECTION 5-5A SECTION 5-5A 4. SECTION 5A-5B SECTION 5A-5B 5. SECTION 5-6 6. SECTION 6-7 7. SECTION 7-7A 8. SECTION 7A-7B SECTION 7A-7B 9. SECTION 7B-7C SECTION 7B-7C 10. SECTION 7C-7DSECTION 7C-7D

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AutoCAD SHX Text OPTION 002 (MECHANICAL ROOMS)- - 1. CHASE B ANNEX MECHANICAL ROOM 2. MICHEL HALL MECHANICAL ROOM 3. BILLARD HALL MECHANICAL ROOM 4. PROVIDE LIGHTING AS MENTIONED ON ELECTRICAL DRAWINGS. OPTION 003 (RED LINES) 1. SECTION 5E-5F 2. SECTION 5F-5G SECTION 5F-5G 3. SECTION 5F-5H SECTION 5F-5H 4. SECTION 2E-2F SECTION 2E-2F 5. SECTION 6-6ESECTION 6-6E

AutoCAD SHX Text BASE BID (CONTINUED) 11. SECTION 7D-7E 12. SECTION 7-8 13. SECTION 5A-4A - REMOVE BURIED CONDENSATE PIPE. CAP PIPING AT 4A AND MAKE WATER TIGHT. 14. MANHOLE REPAIRS ON MH6 (SEE CIVIL SHEETS) 15. MANHOLE REPAIRS ON MH5 (SEE CIVIL SHEETS) 16. PROVIDE PATH AND STAIRS AT MH6 (SHEET C-101/C-102) 17. MODIFY TRENCH DRAINS IN EXISTING TUNNEL - SECTION 7-8. 18. PROVIDE LIGHTING FOR SECTIONS MENTIONED IN ELECTRICAL DRAWINGS. OPTION 001 (ORANGE LINES) 1. SECTION 8-10 2. SECTION 8-9 3. SECTION 5D-10C 4. SECTION 10A-10C 5. PROVIDE LIGHTING FOR SECTIONS MENTIONED IN ELECTRICAL DRAWINGS EXCEPT SECTIONS 5D-10C.

(THIS SHEET ONLY)

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US COAST GUARD

CIVIL ENGINEERING

XXXX-XXXX-XXXX for Design Build Projects XXXX-XXXX-XXXX for Design Build Projects

LEGEND:

# STEAM MANHOLE (# DESIGNATION)

#5#6#7#8#9

#10 #11

#13

ATTACHMENTS:

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SOLICITATION NO.:

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CONTRACT NO.:

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%%UGENERAL - BID OPTION SCHEMATIC (NOT TO SCALE)

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BOILER HOUSE

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BILLARD HALL

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ROLAND HALL

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YEATON HALL

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SATTERLEE HALL

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CHASE B

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MCALLISTER HALL

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ALUMNI HALL

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MICHEL HALL

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CHASE A

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CHASE C

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CHASE D

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CHASE E

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LEAMY HALL

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JOHNSON HALL

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CADET FIELD

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MUNRO HALL

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BID OPTION 002. SEE SHEET MD-401/M-401 FOR CONTINUATION

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BID OPTION 002. SEE SHEET MD-402/M-402 FOR CONTINUATION

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BID OPTION 002. SEE SHEET MD-403/M-403 FOR CONTINUATION

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BASE BID (TUNNEL) SEE SHEET MD-103/M-103

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BASE BID (TUNNEL)

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BASE BID (TUNNEL) SEE SHEET MD-101 /M-101 SEE SHEET MD-102 / M-102

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BID OPTION 003 (DIRECT BURIED) SEE SHEETS MD-105/M-105

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BASE BID (TUNNEL)

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BASE BID (TUNNEL) SEE SHEET MD-102/M-102

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BID OPTION 001 (TUNNEL) SEE SHEET MD-103/M-103

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BID OPTION 001 (TUNNEL) SEE SHEET MD-103/M-103

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BASE BID (DIRECT BURIED) SEE SHEET MD-107/M-107

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BID OPTION 001 (DIRECT BURIED) SEE SHEET MD-107/M-107

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BASE BID (TUNNEL) SEE SHEET MD-106/M-106

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BID OPTION 003 (DIRECT BURIED) SEE SHEET MD-109/M-109

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BASE BID (DIRECT BURIED) SEE SHEET MD-102/M-102

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BID OPTION 003 (TUNNEL) SEE SHEETS MD-104/M-104

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BASE BID (DIRECT BURIED) SEE SHEET MD-101/M-101 (CONDENSATE ONLY)

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BASE BID -REPAIR MAN HOLE #5 WITH SEE CIVIL SPECS

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BASE SCOPE

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OPTION #1

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OPTION #2

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OPTION #3

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CHASE B MECHANICAL ROOM MICHEL MECHANICAL ROOM BILLARD MECHANICAL ROOM

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NOT IN SCOPE OF WORK. SHOWN FOR INFORMATION / CONNECTIVITY PURPOSES ONLY

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CHASE B GALLEY/KITCHEN

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HAMILTON HALL

AutoCAD SHX Text EXISTING BOILER PLANT CONSISTS OF (3) CLEAVER BROOKS FIRETUBE STEAM BOILERS, EACH WITH CAPACITY OF 17,250 LBS/HOUR AT 50 PSIG.

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BID OPTION 001 SEE SHEET MD-108/M-108

AutoCAD SHX Text FOR RECORD DRAWINGS, CAD FILES, AND PHOTOS SEE THE FOLLOWING ATTACHMENTS AT THE END OF THE RFP. ATTACHMENT 1 - CGA ANNUAL CALENDAR OF EVENTS ATTACHMENT 2 - MECHANICAL ROOMS ATTACHMENT 3 - TUNNEL ATTACHMENT 4 - FOOTBALL FIELD (CADET FIELD) ATTACHMENT 5 - CGA STEAM INFRASTRUCTURE ATTACHMENT 6 - CHASE HALL ANNEX ATTACHMENT 7 - ENVIRONMENTAL ATTACHMENT 8 - CAD FILES ATTACHMENT 9 - PHOTOS

BASE BID -REPAIR MAN HOLE #6 AND PROVIDE STAIRS. SEE CIVIL AND ARCH SPECS

LEAMY HALL

CONCRETE PAVEMENT

TC: 67.43

CONCRETE

STEPSTYPICAL RETAINING WALL

SECTION

LIMITS OF 20' CONCRETE WALL

TOP OF WALL: 75.5

BOTTOM OF WALL: 75.0

EXISTING FIELD DRAINALUMINUM/STEEL TREADS

ANCHORED TO CONCRETE

WALL AND LEAMY HALL

FOUNDATION

S: 2:1

RIP RAP

CONCRETE WALL ANCHORED

TO TOP OF STEAM VAULT 6A

A1 C-102

D1 C-102

CONTRACTOR TO INSTALL

BARRIER TO PREVENT

ALUMINUM/CONCRETE REACTION

AT NEW RETAINING WALL, TYP.

GUARDRAIL

PER A4/C-103

TIE FOUNDATION

DRAINS INTO DMH 2

TIE FOUNDATION

DRAINS INTO EX DMH

C4 C-102

DWN

CONCRETE

STEPS

B8 C-102

F4 C-102

A4 C-102

0 5' 10'SCALE: 1" = 5' 0"

DRAINAGE & GRADING PLAN (2 OF 2)A1

GENERAL NOTES:

1. THE NOTES ON THESE DRAWINGS ARE NOT INTENDED TO REPLACE

SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO

GENERAL NOTES. INCONSISTENCIES BETWEEN THESE DRAWINGS AND THE

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER/GOVERMENT PRIOR TO PROCEEDING WITH THE AFFECTED

PORTION OF THE WORK.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

SPECIFICATIONS AND ARCHITECTURAL MECHANICAL, ELECTRICAL,

PLUMBING, & SITE DRAWINGS. CONSULT THESE DRAWINGS FOR LOCATIONS

AND DIMENSIONS OF OPENINGS, CHASES, INSERTS, SLEEVES,

DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL

DRAWINGS.

3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER/GOVERMENT BEFORE PROCEEDING WITH THE AFFECTED PART

OF THE WORK.

4. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE ONLY

AFTER THE STRUCTURAL WORK CONTAINED IN THE DRAWINGS IS

COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE

SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL REMAIN THE

PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.

5. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE

CONSIDERED TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED

OTHERWISE.

6. THE CONTRACTOR MUST SUBMIT COMPLETE SHOP DRAWINGS FOR ALL

PARTS OF THE WORK, INCLUDING DESCRIPTION OF SHORING, AND

CONSTRUCTION METHODS AND SEQUENCING WHERE APPLICABLE. NO

PERFORMANCE OF THE WORK, SHALL COMMENCE WITHOUT REVIEW AND

APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER/GOVERNMENT.

7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND

CONTRACTING WITH ALL STATE, LOCAL, AND UTILITY ENTITIES AS

NECESSARY TO EXECUTE THE CONTRACT DOCUMENTS. UTILITIES AND

SERVICES AFFECTED BY THE WORK INCLUDE, BUT ARE NOT LIMITED TO

WATER, ELECTRICAL, SANITARY SEWER, FIRE PROTECTION, AND GAS. ALL

THIRD PARTY TESTING AGENCIES MUST BE FIRST-TIER SUBCONTRACTORS

TO THE CONTRACTOR, AND THE CONTRACTOR MUST PROVIDE COPIES OF

ALL TEST REPORTS TO THE SPECIFIED AGENCIES AND THE OWNER.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND

COORDINATING INSPECTION AND ACCEPTANCE TESTS WITH AUTHORITY

HAVING JURISDICTION.

8. APPLICABLE FEDERAL REGULATIONS MUST BE FOLLOWED, INCLUDING THE

FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ACT.

9. STEP COUNT IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY BASED ON

SURVEYED ELEVATIONS.

CONCRETE NOTES:

1. CONCRETE MIX DESIGN:

STRENGTH: 4,000 PSI AT 28 DAYS

AIR ENTRAINMENT: 6% ± 1%

SLUMP: 5 INCHES ± 1 INCH PRIOR TO ADDITION OF

WATER REDUCER

2. ADD AIR ENTRAINING ADMIXTURE AT MANUFACTURER'S

PRESCRIBED RATIO TO RESULT IN CONCRETE AT POINT

OF PLACEMENT HAVING THE ABOVE NOTED AIR

CONTENTS.

3. ADDITIONAL SLUMP MAY BE ACHIEVED BY THE ADDITION

OF A MIDRANGE OR HIGH RANGE WATER REDUCING

ADMIXTURE. MAXIMUM SLUMP AFTER ADDITION OF

ADMIXTURE MUST BE 8 INCHES.

4. MIX ADJUSTMENTS MAY BE REQUESTED BY THE

CONTRACTOR, WHEN CHARACTERISTICS OF THE

MATERIALS, JOB CONDITIONS, WEATHER OR OTHER

CIRCUMSTANCES WARRANT, AT NO ADDITIONAL COST

AND AS ACCEPTED BY THE GOVERNMENT. LABORATORY

TEST DATA FOR THE REVISED MIX DESIGN AND

STRENGTH DATA MUST BE SUBMITTED AND ACCEPTED

BY THE GOVERNMENT BEFORE USING IN WORK.

5. WATER MAY BE ADDED AT THE PROJECT SITE ONLY IF

THE MAXIMUM SPECIFIED WATER-CEMENT RATIO AND

SLUMP ARE NOT EXCEEDED. CONTRACTOR MUST HAVE

BATCH TICKET INDICATING WATER AND CEMENT MIXED

IN THE PLANT, AND MUST RECORD THE WATER ADDED

AS EVIDENCE THAT THE WATER-CEMENT RATIO HAS

NOT BEEN EXCEEDED.

6. ADDITIONAL DOSES OF SUPER PLASTICIZER SHOULD BE

USED WHEN DELAYS OCCUR AND REQUIRED SLUMP HAS

NOT BEEN MAINTAINED. A MAXIMUM OF TWO

ADDITIONAL DOSAGES ARE PERMITTED PER ACI 212.3R

RECOMMENDATIONS.

7. CALCIUM CHLORIDE OR ADMIXTURE CONTAINING

CHLORIDES MUST NOT BE USED IN CONCRETE.

8. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE (ACI

318)," AND "SPECIFICATIONS FOR STRUCTURAL

CONCRETE (ACI 301)." GENERAL CONTRACTOR &

CONSTRUCTION MANAGER SHALL HAVE AVAILABLE ON

SITE AT ALL TIMES A COPY OF ACI "FIELD REFERENCE

MANUAL SP-15"

9. PORTLAND CEMENT SHALL CONFORM TO ASTM C150

TYPE I OR II. AGGREGATES SHALL CONFORM TO ASTM

C33 CLASS 3S

10. READY-MIX CONCRETE SHALL COMPLY WITH THE

REQUIREMENTS OF ASTM C94, AND AS SPECIFIED

HEREIN. PROVIDE BATCH TICKET FOR EACH BATCH

DISCHARGED AND USED IN WORK, INDICATING PROJECT

NAME, MIX TYPE, MIX TIME, BATCH QUANTITY, AND

PROPORTIONS OF INGREDIENTS. JOB-SITE MIXING WILL

NOT BE PERMITTED.

11. REINFORCING BARS SHALL CONFORM TO ASTM A615

GRADE 60 DEFORMED BARS AND SHALL BE DETAILED,

FABRICATED AND PLACED IN ACCORDANCE WITH ACI

315, LATEST EDITION. WELDING OF REINFORCEMENT

SHALL NOT BE PERMITTED.

12. CONCRETE SHALL NOT BE PLACED IN WATER OR ON

FROZEN SUBGRADE.

13. EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM

FINISH AS DEFINED BY THE CURRENT EDITION OF

ACI-301.

14. COMPLETE SHOP DRAWINGS SHALL BE PREPARED BY

THE CONTRACTOR AND SUBMITTED TO THE

ENGINEER/GOVERNMENT FOR REVIEW.

15. CONTRACTOR SHALL RETURN A QUALIFIED TESTING

AND INSPECTION AGENCY FOR THE PURPOSES OF

VERIFYING CONCRETE MIX DESIGN, PLACEMENT

PRACTICES, REBAR PLACEMENT AND FIELD QUALITY

CONTROL. ALL TESTING AND INSPECTIONS SHALL BE IN

ACCORDANCE WITH ACI 301. THE AGENCY SELECTED

SHALL BE APPROVED BY THE GOVERNMENT PRIOR TO

RETAINING THE AGENCY. ALL TESTING AND INSPECTION

REPORTS SHALL BE FORWARDED TO THE GOVERNMENT

AND ENGINEER FOR REVIEW.

FOUNDATION NOTES:

1. SOILS EXPOSED AT THE BASE OF ALL SATISFACTORY

FOUNDATION EXCAVATIONS SHOULD BE PROTECTED

AGAINST ANY DETRIMENTAL CHANGE IN CONDITION, SUCH

AS DISTURBANCE FROM RAIN OR FROST. SURFACE

RUNOFF SHOULD BE DRAINED AWAY FROM THE

EXCAVATIONS AND NOT BE ALLOWED TO POND.

FOUNDATION EXCAVATIONS SHOULD BE ADEQUATELY

PROTECTED FROM RAINFALL OR FREEZING CONDITIONS.

GROUNDWATER SHOULD BE ANTICIPATED FOR

EXCAVATIONS AND APPROPRIATE DEWATERING

MEASURES SHALL BE EMPLOYED.

2. IF ORGANIC MATERIAL, CLAY SOILS, SILTY SOILS, OR NON

GRANULAR SOIL MATERIAL IS ENCOUNTERED AT THE

BOTTOM OF EXCAVATION, CONTINUE TO OVER EXCAVATE

UNTIL SUITABLE GRANULAR MATERIAL IS ENCOUNTERED,

AS DIRECTED BY THE E.O.R.

3. IF BEDROCK IS ENCOUNTERED AT A DEPTH SHALLOWER

THAN THE INTENDED BOTTOM OF FOOTING, CLEAN THE

BEDROCK FREE OF LOOSE SOIL, LOOSE AND DELAMINATED

ROCK TO EXPOSE SOUND MATERIAL. DRILL AND GROUT #4

BARS AT A SPACING EQUAL TO 16" O.C. ALONG THE LENGTH

OF THE FOOTING.

4. SOIL SPOILS SHALL BE STORED ON SITE AND RE-USED

WHERE POSSIBLE. COORDINATE STORAGE, TESTING AND

RE-USE WITH E.O.R

5. SLOPE FOOTING EXCAVATIONS AS REQUIRED FOR

STABILITY AND SAFETY OR PROVIDE SHEETING OR

SHORING IN ACCORDANCE WITH OSHA REQUIREMENTS.

6. ALL FILL SHALL BE COMPACTED TO 95% OF THE

MATERIAL'S DRY DENSITY

7. EXISTING SOILS AT BOTTOM OF EXCAVATIONS SHALL BE

LEFT UNDISTURBED AND COMPACTED WITH A 3-TON

PLATE COMPACTOR PRIOR TO PLACING GRANULAR

STRUCTURAL FILL SUB-BASE.

8. THE ALLOWABLE BEARING PRESSURE USED FOR DESIGN IS

2000 PSF.

SOLICITATION NO.: CONTRACT NO.:

PHOTO A PHOTO B

2'- 0"

RIPRAP

T.O. STEAM VAULT

EL. 75'-6"

(2) #5. ANCHOR INTO

RETAINING WALLS

w/ MIN. 6" EMBED.

T.O. CONC. WALL

EL. 77'-6"

#5 @ 18" OC, VERT. EMBED MIN. 6" INTO

EXIST. STEAM VAULT w/ HILTI-HY 200

ADHESIVE. CONTRACTOR TO VERIFY REBAR

PLACEMENT DOES NOT CONFLICT WITH

STEAM VAULT PRIOR TO CONSTRUCTION

3/4" CHAMFER AT ALL

EXPOSED CORNERS

8" THICK STUB WALL

CLR

5'-0"

1'- 6"

2'-3"

3/4" CHAMFER AT ALL

EXPOSED CORNERS

DOWELS TO MATCH

VERTICAL REINFORCING

#5 LONGITUDINAL

BARS @ 12" O.C. T&BFOOTING DRAINS AS

REQUIRED BY

GEOTECHNICAL ENGINEER

#5@12" O.C. HOR.

#5 TRANSVERSE BARS @ 6" O.C.

T&B WITH HOOKED END AS SHOWN

2'- 6"

#7@12" OC, VERT.

8" LAYER OF COMPACTED

STRUCTURAL FILL. ENGINEER

TO VERIFY CONDITIONS OF

NATIVE SUBGRADE PRIOR TO

PLACEMENT OF FILL LAYER

4'- 6" 3"

CLR

3'-5"

T.O. WALL

SLOPES

COMPACTED

STRUCTURAL FILL

2" 2"

1'- 6"

1'-6"

3/4" CHAMFER AT ALL

EXPOSED CORNERS

DOWELS TO MATCH

VERTICAL REINFORCING

#5 LONGITUDINAL

BARS @ 12" O.C. T&B

FOOTING DRAINS AS

REQUIRED BY

GEOTECHNICAL ENGINEER

#5@12" O.C. HOR.

T.O. FTG

EL. 65.40

#5 TRANSVERSE BARS @ 6" O.C.

T&B WITH HOOKED END AS SHOWN

LIC

2'- 6"

#5@12" OC, VERT.

EXIST. FOUNDATION WALL.

CONTRACTOR TO VERIFY

NO CONFLICT EXISTS

PRIOR TO CONSTRUCTION

3'-6"

8" LAYER OF COMPACTED

STRUCTURAL FILL. ENGINEER

TO VERIFY CONDITIONS OF

NATIVE SUBGRADE PRIOR TO

PLACEMENT OF FILL LAYER

HANDRAIL/GUARDRAIL

PER A4/C-103

4" MIN.

1 12"Ø HANDRAIL

MOUNTING BRACKET

1 12"Ø SCH. 40 RAIL,

EVENLY SPACED, TYP.

1 12"Ø SCH. 40 POSTS

@ 5'-0" OC, MAX

RETAINING WALL,

SEE SECTION34

" A

ALUMINUM

STAIR TREAD

ANGLE SUPPORT

(2) 12"Ø ANCHOR RODS w/

MIN. 6" EMBED, SECURE

w/ HILTI HIT-HY 200

WALL TO REMAIN

DO NOT EXCEED 5'-0"

ATTACHMENT SPACING,

PROVIDE FIRE TREATED

BLOCKING AS REQUIRED

2"Ø HANDRAIL

WALL MOUNTING BRACKET

4" MIN.

" A

6.5

2' -1

3' -6

3/4" CHAMFER AT ALL

EXPOSED CORNERS

SLAB-ON-GRADE

2'- 6"

RETAINING WALL F4

TYPICAL RETAINING WALL A1

STAIR RETAINING WALL D1

HANDRAIL @ BUILDING WALL

HANDRAIL @ RETAINING WALL

SOLICITATION NO.: CONTRACT NO.:

GENERAL NOTES:

1. ELEVATIONS AND DIMENSIONS ARE APPROXIMATES. CONTRACTOR TO

FILED VERIY ALL ELEVATIONS AND DIMENSIONS.

2. DETAILS FOR ILLUSTRATIONS PURPOSES. CONCRETE REINFORCEMENT

SIZES AND PLACEMENT SHALL BE DETERMINED BY DESIGNER OF RECORD

(DOR).

STAIR SECTION A4

AERIAL PHOTO

LOCATION OF MANHOLE #6 LEAMY HALL

PHOTO B

CONCRETE SPALLING

OUTSIDE LIGHT

VISIBLE

CORROSION, CRACKING,

AND MISSING CONCRETE

MANHOLE #6 RIM

INSIDE MANHOLE LOOKING UP AT COVER

VIEW FROM ROADWAY

INSIDE MANHOLE LOOKING UP AT CEILING

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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RECAPITALIZATION STEAM SYSTEM

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USCG ACADEMY

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NEW LONDON

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CIVIL

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REHAB MANHOLE 6

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USCG ACADEMY

AutoCAD SHX Text C-103

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CG PROJECT NUMBER

AutoCAD SHX Text 17140186C101

AutoCAD SHX Text 17140186C103

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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CHAD LUETTEL

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WAB

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AS SHOWN

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US COAST GUARD

CIVIL ENGINEERING

AERIAL PHOTO

LOCATION OF MANHOLE #5

MANHOLE WALL

MANHOLE #5 LID WITH VENT

SUMP PUMP

DISCHARGE PIPING

MANHOLE #5 RIM

MANHOLE 5 BOTTOM

VENT

SUMP PUMP

GROUND WATER INFILTRATION

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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PLOTTING SCALE:

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SCALE:

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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RECAPITALIZATION STEAM SYSTEM

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USCG ACADEMY

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NEW LONDON

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CIVIL

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REHAB MANHOLE 5

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USCG ACADEMY

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CG PROJECT NUMBER

AutoCAD SHX Text 17140186C104

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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CHAD LUETTEL

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WAB

AutoCAD SHX Text 1:1

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AS SHOWN

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US COAST GUARD

CIVIL ENGINEERING

M A

R K

C H

D R

A W

N B

2 3 4 5 6 7 8 9 10

G S

C A

G D

R A

G N

T O

G P

R O

T N

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A M

A /E

C O

N Y:

C O

G A

/E P

R O

T N

SHEET ID

O N

A M

G A

C A

Y N

O N

D O

N C

T M

A N

, A B

B R

N S

CHASE

HALL

M-001

C G

P R

C T

N U

M B

C G

D R

A W

N U

M B

C G

M E

N G

G U

P R

C E

W A

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, R I 0

N A

M E, F

Y D

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B Y

Y C

B Y

A /E

C O

N Y

N A

M E

A E

C O

N Y

Y, S

A E

C O

N Y'

O N

E N

U M

A /E

'S P

R O

T N

U M

C O

G C

O M

Y N

A M

E C

O N

A N

T' S

Y, S

A S

W N

US COAST GUARD

CIVIL ENGINEERING

XXXX-XXXX-XXXX for Design Build Projects XXXX-XXXX-XXXX for Design Build Projects

AutoCAD SHX Text

SOLICITATION NO.:

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CONTRACT NO.:

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LEGEND, SYMBOLS, AND ABBREVIATIONS

AutoCAD SHX Text AS-1 BTU CGA FDB EHX-1 EP-1 ECP-1 GPM LB/HR PRV-1 ESP-1 EEF-1 ET-1 HX-1 P-1 CP-1 SF-1 SP-1 EF-1

AutoCAD SHX Text

(ALL M SHEETS)

AutoCAD SHX Text AIR SEPARATOR BRITISH THERMAL UNIT / HR COAST GUARD ACADEMY DEGREES FAHRENHEIT EXISTING HEAT EXHANGER EXISTING PUMP EXISTING CONDENSATE PUMP GALLONS PER MINUTE POUNDS / HR STEAM PRESSURE REDUCING VALVE EXISTING SUMP PUMP EXISTING EXHAUST FAN EXPANSION TANK HEAT EXHANGER PUMP CONDENSATE PUMP SHOT FEEDER SUMP PUMP EXHAUST FAN NEW TO EXISTING MARK PHOTO INDICATOR - ARROW POINTING TO THE LINE OF SIGHT STEAM SERVICE TUNNEL DESIGNATION SCOPE OF WORK BOUNDARY. SEE ENLARGED PLANS (400 SERIES)

AutoCAD SHX Text

COND

AutoCAD SHX Text MEDIUM PRESSURE STEAM CONDENSATE (GRAVITY OR PUMPED) GATE VALVE BALL VALVE CAP CONTROL VALVE MOTORIZED DAMPER TEMPERATURE SENSOR RELIEF VALVE THERMOMETER IN PIPE CONTINUATION CHECK VALVE STRAINER WITH BLOW DOWN VALVE PRESSURE GUAGE STEAM PRESSURE REDUCING VALVE STEAM AND ISOLATION VALVES STEAM SECTION # (SEE SHEET G-002 FOR BASE BID/OPTIONS)

AutoCAD SHX Text

STM

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

(ALL M SHEETS )

AutoCAD SHX Text

1. MECHANICAL AND PLUMBING PLANS ARE MECHANICAL AND PLUMBING PLANS ARE CONCEPTUAL AND USED FOR DESCRIPTIVE PURPOSES ONLY. DIMENSIONS ARE NOT INTENDED TO LIMIT THE CONTRACTOR TO ONE MANUFACTURER. IF SUBSTITUTION IS MADE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SUBSTITUTED EQUIPMENT MEETS OR EXCEEDS THE PERFORMANCE DATA AND QUALITY OF THE SCHEDULED EQUIPMENT. 2. ALL INDOOR EQUIPMENT SHALL BE MOUNTED ON 4" ALL INDOOR EQUIPMENT SHALL BE MOUNTED ON 4" CONCRETE HOUSEKEEPING PAD. 3. STEAM TUNNELS ARE CONGESTED WITH MULTIPLE STEAM TUNNELS ARE CONGESTED WITH MULTIPLE UTILITIES. UNLESS OTHERWISE NOTED, NEW STEAM AND CONDENSATE PIPING IN EXISTING TUNNELS SHALL BE MOUNTED AT THE SAME ELEVATION AND SAME LOCATION. POSITION SHALL NOT CHANGE UNLESS APPROVED BY GOVERNMENT. 4. UNLESS OTHERWISE NOTED, PROVIDE REMOVEABLE UNLESS OTHERWISE NOTED, PROVIDE REMOVEABLE STEAM THERMAL INSULATION FOR ALL NEW STEAM AND CONDENSATE VALVES. VALVES INCLUDE MAIN ISOLATION VALVES, STEAM TRAPS, STRAINERS, AND ALL APPURTENANCES COMPLETE. PROVIDE STAMPED METAL IDENTIFICATION WITH WORK ORDER, DATE, ITEM, AND LOCATION. BASIS OF DESIGN: INSULTECH. ADDITIONALLY, PROVIDE INSULATION FOR HYDRONIC SPECIALITIES SUCH AS EXPANSION TANKS, AIR SEPARATORS, AND SHOT FEEDERS. 5. STEAM AND CONDENSATE SYSTEMS SHALL BE A STEAM AND CONDENSATE SYSTEMS SHALL BE A COMPLETE SYSTEM AND CONSIST OF ALL VALVES, STEAM TRAPS, VENTS, AND INSULATION. DESIGNER OF RECORD SHALL ACCOUNT FOR THERMAL EXPANSION AND FLASHING OF STEAM AND CONDENSATE PIPING WHEN LAYING OUT NEW PIPING. 6. ALL ABANDONED STEAM / CONDENSATE PIPING AND ALL ABANDONED STEAM / CONDENSATE PIPING AND FLEXDUCT LOCATED IN THE TUNNELS AND MECHANCAL ROOMS SHALL BE REMOVED IN ITS ENTIRETY. 7. PERFORMANCE DATA - MECHANICAL ROOM PERFORMANCE DATA - MECHANICAL ROOM EQUIPMENT REPLACEMENT SHALL MATCH EXISTING CAPACITY (BTU/HR) , (LB/HR, AND GPM. IF COMBINING EQUIPMENT INTO SINGLE ENTITY, TOTAL CAPACITY SHALL EQUAL THE SUM OF THE COMBINED EQUIPMENT. 8. FOR MOTORIZED PUMP AND FAN REPLACEMENTS FOR MOTORIZED PUMP AND FAN REPLACEMENTS GREATER THAN OR EQUAL TO 5 HP, PROVIDE VARIABLE FREQUENCY DRIVES. SEE ELECTRICAL SPECS FOR MORE INFORMATION. 9. ALL NEW STEAM RELIEF VENTS SHALL BE ALL NEW STEAM RELIEF VENTS SHALL BE TERMINATED OUTSIDE BUILDING. 10. UNLESS OTHERWISE NOTED, PROVIDE ALL NEW UNLESS OTHERWISE NOTED, PROVIDE ALL NEW LESS OTHERWISE NOTED, PROVIDE ALL NEW STRUCTURAL AND PIPING SUPPORTS FOR STEAM UCTURAL AND PIPING SUPPORTS FOR STEAM TURAL AND PIPING SUPPORTS FOR STEAM AND CONDENSATE PIPING. SEE PHOTO 1/2/3 ON SHEET M-106 FOR THE BASIS OF DESIGN FOR STRUCTURAL / PIPING SUPPORTS. ADDITIONALLY, SEE STEAM / CONDENSATE PIPING SUPPORT DETAIL (CEILING OR FLOOR) ON SHEET M-502 DETAILS. 11. UNLESS OTHERWISE NOTED, DUE TO LARGER UNLESS OTHERWISE NOTED, DUE TO LARGER DIAMETER OF PREENGINEERING STEAM AND CONDENSATE PIPING, PROVIDE NEW SLEEVES AND LINK SEALS FOR ALL PIPING PENETRATIONS INTO BUILDINGS AND TUNNELS. ALL EXISTING PENETRATIONS SHALL BE PATCHED AND WATERPROOF. ANY WATER INFILTRATION SHALL BE CORRECTED AT NO EXPENSE TO THE GOVERNEMENT. 12. PROVIDE COMPLETE STEAM TRAP SCHEDULE WITH PROVIDE COMPLETE STEAM TRAP SCHEDULE WITH TYPE OF STEAM TRAP, LOCATION, AND MAINTENANCE REQUIREMENTS WITH DESIGN DRAWINGS. SEE PIPE-STEAM DRIP TRAP DETAIL ON SHEET M-501 DETAILS.

AutoCAD SHX Text

PRE TESTING AND BALANCING

AutoCAD SHX Text

(ALL M SHEETS )

AutoCAD SHX Text

1. SEE BENCHMARK TESTING AND BALANCING DATA IN APPENDIX B - TESTING AND BALANCING REPORT FROM MECHANICAL ROOMS (MICHEL HALL, BILLARD HALL, AND CHASE HALL-B). TESTING AND BALANCE WAS GATHERED FOR THE BUILDING HEAT MECHANICAL SYSTEMS. THE MECHANICAL ROOM WORK IS SHOWN ON M-400 SERIES.

AutoCAD SHX Text

CGA CAMPUS DDC CONTROLS

AutoCAD SHX Text

1. THE COAST GUARD ACADEMY HAS SIEMENS CONTROLS ACROSS THE ENTIRE CAMPUS. ALL CONTROLS MUST BE SOLE SOURCED TO SIEMENS CONTROLS. SEE MECHANICAL SPECS FOR CONTACT INFORMATION. CONTRACTOR REQUIRED TO USE ENGINEERING, CONSTRUCTION AND COMMISSIONING SERVICES PROVIDED BY SIEMENS BUILDING TECHNOLOGIES, INC. ALL CONTROL PRODUCTS PROVIDED FOR THIS PROJECT SHALL COMPRISE A BAC NET INTERNETWORK AND SHALL CONFORM TO ANSI/ASHRAE STANDARD 135-1995, BACNET. 2. SIEMENS SCOPE OF WORK ONLY REQUIRED FOR BID OPTION 002. - MECHANICAL ROOMS. MECHANICAL ROOMS INCLUDE CHASE B, BILLARD HALL, AND MICHEL HALL. 3. DOMESTIC WATER CONTROL NOTES- STAND ALONE CONTROLS.

AutoCAD SHX Text

COMMISSIONING AND TAB REQUIREMENTS

1. COMMISSION THE MECHANICAL EQUIPMENT REPLACED ON SHEET M-601. ADDITIIONALLY COMMISSION THE FOLLOWING SYSTEMS A. MICHEL HALL STEAM, CONDENSATE, AND HOT WATER SYSTEM MICHEL HALL STEAM, CONDENSATE, AND HOT WATER SYSTEM B. BILLARD HALL STEAM, CONDENSATE, AND HOT WATER SYSTEM C. CHASE HALL-B STEAM, CONDENSATE, AND HOT WATER SYSTEM 2. TEST AND BALANCE BUILDING HOT WATER AND STEAM SYSTEMS IN MECHANICAL MECHANICAL ROOMS (MICHEL HALL, BILLARD HALL, AND CHASE HALL-B). 3. TEST AND BALANCE ALL EXHAUST FANS.

~6' high stone wall

28' REF

RAMP

P ph on e ph on e

14" from slab

This wall needs to be added

UTILITY TRENCH COVER PLATE

RADOME

7172737475

Generator

910C

1A 2

ST MH20

ST MH19

ST MH18

ST MH17

ST MH15

ST MH16

SECTION 2-2A:

900 FT. 4" TO 1-1/2" ST-S

900 FT. 3" TO 1-1/4" ST-R

NOT USED, ABANDONED

ST MH15

10C

ST MH10

ST MH9

ST MH8

ST MH7

ST MH6

ST MH5

SECTIONS TO MAINT.

SHOPS:

NOT IN SCOPE

ST MH4

ST MH1

ST MH3

ST MH2

6ST MH13

ST MH11

O-CLUB KITCHEN

GALLEY

KITCHEN

MECH. RM.

2D 2E

10B

10A

M A

R K

C H

D R

A W

N B

2 3 4 5 6 7 8 9 10

G S

C A

G D

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A /E

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N Y:

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G A

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T N

SHEET ID

O N

A M

G A

C A

Y N

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D O

N C

T M

A N

H A

A L

SITE PLAN

MS-101

C G

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P R

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M E, F

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A /E

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N A

M E

A E

C O

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Y, S

A E

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N Y'

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U M

A /E

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R O

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U M

C O

G C

O M

Y N

A M

E C

O N

A N

T' S

Y, S

A S

W N

US COAST GUARD

CIVIL ENGINEERING

XXXX-XXXX-XXXX for Design Build Projects XXXX-XXXX-XXXX for Design Build Projects

GRAPHIC SCALE:

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4"C BY CL&P

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CL&P

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3%%C 13.2 KY

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CL&P

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AutoCAD SHX Text #370001308

AutoCAD SHX Text #370001407

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INV.=1.50 (36" N & S)

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INV.=2.40 (36" W)

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INV.=1.50 48"

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36" CMP

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36" RCP

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INV.=2.59 30"

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INV.=2.59 36"

AutoC…

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File details come from the government source that posted it. Updated Nov 21, 2024.