Electrical_Infrastructure_Upgrade_Drawings.pdf

PDF 7 MB Posted Apr 4, 2018

Attached to: Electric Grid Upgrade Federal contract opportunity
Solicitation number: 693JF718B000004
Issued by: Department of Transportation Maritime Administration

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Drawings

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Other files attached to Electric Grid Upgrade, newest first.
File	Type	Posted
Abstract_-_GRID_R.pdf	PDF	Aug 20, 2018
693JF718B000004_-_0004_-_Electric_Grid_Upgrade.pdf	PDF	Aug 2, 2018
QUESTIONS_FOR_USMMA_PRIMARY_ELECTRICAL_UPGRADE_AMENDMENT_3_7618r6_(003).pdf	PDF	Jul 10, 2018
693JF718B000004_-_0003_-_Electric_Grid_Upgrade.pdf	PDF	Jul 10, 2018
QUESTIONS_FOR_USMMA_PRIMARY_ELECTRICAL_UPGRADER_62918.pdf	PDF	Jul 10, 2018
693JF718B000004_-_00002_-_Electric_Grid_Upgrade.pdf	PDF	Jun 14, 2018
QUESTIONS_FOR_USMMA_PRIMARY_ELECTRICAL_UPGRADER_61318.pdf	PDF	Jun 14, 2018
693JF718B000004_-_0001_-_Electrical_Grid_Upgrade.pdf	PDF	May 29, 2018
693JF718B000004_-_Elecrical_Grid_Upgrade_Solicitation.pdf	PDF	Apr 5, 2018
Electrical_Upgrade_Specifications.pdf	PDF	Apr 4, 2018
693JF718B000004_-_Elecrical_Grid_Upgrade_Solicitation.pdf	PDF	Apr 4, 2018
Wage_of_Determination_-_Construction.pdf	PDF	Apr 4, 2018

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1/16" = 1'-0"

SWITCH GEAR BUILDING ENCLOSURE PLAN

3/16" = 1'-0"

FOUNDATION PLAN

1 1" = 1'-0"

SECTION

B 3" = 1'-0"

DETAIL

S-001.00

1"=100'

SITE PLAN

PLANS, SECTION, DETAIL &

NOTES

U.S. MERCHANT

MARINE

ACADEMY

300 Steamboat Road

Kings Point, New York 11024-1699

15KV ELECTRICAL INFRASTRUCTURE

UPGRADE AT

U.S. MERCHANT MARINE ACADEMY

SITE/CIVIL, STRUCTURAL, GEOTECHNICAL

ENGINEERING CONSULTANT:

481 MAIN STREET, SUITE 503

NEW ROCHELLE, NY 10801

Tel.: (914) 654-0080 Fax: (914) 654-1332

APPLIED TECHNOLOGY

SERVICES, INC

CONSULTING ENGINEERS, LLP

520 EIGHTH AVE., 17TH FLR., NEW YORK, NY 10018

Tel.: (212) 643-9898 Fax: (212) 643-2332

KALLEN & LEMELSON

ENVIRONMENTAL CONSULTANT:

32 BROADWAY, 8TH FLOOR

NEW YORK, NY 10004

Tel.: (212) ___-____ Fax: (212) ___-____

ELLANA CONSTRUCTION

CONSULTANTS

COST CONTROL CONSULTANT:

30 JERICHO EXECUTIVE PLAZA, SUITE 200C

JERICHO, NY 11753

Tel.: (516)-248-1010 Fax: (516)-248-9018

HIRANI ENGINEERING &

LAND SURVEYING P.C.

D A. LASALA

No . 05990

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PARKING

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ELMRIDGE ROAD

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WEBB PATH

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DUMERESO WAY

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SHAW PATH

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MCALLISTER PATH

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CLARK PATH

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GRACE PATH

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FARRELL ROAD

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BRADY PATH

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PARKING

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MARVIN PLACE

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STEAMBOAT ROAD

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BLEACHERS

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MIDSHIPMAN'S

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PARKING

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COURTS

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TENNIS

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PATTEN HALL

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MELVILLE HALL

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QUARTERS K

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QUARTERS J

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GREENHOUSE

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PALMER HALL

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HALL

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LAND

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MURPHY HALL

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DELANO

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HALL

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BARNEY SQUARE

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ASPINWALL WAY

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WILEY

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HALL

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CLEVELAND HALL

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SWITCH

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MAIN

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ROGERS HALL

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BARRY HALL

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JONES HALL

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BOWDITCH HALL

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BERGER HALL

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GIBBS HALL

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QUARTERS G

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HALL

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FULTON

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FITCH BUILDING

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QUARTERS

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COURTS

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HANDBALL

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QUARTERS

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BUILDING B

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BUILDING A

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QUARTERS C

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QUARTERS B

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FURUSETH HALL

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O'HARA HALL

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FOOTBALL FIELD

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BUILDING

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TOMBS

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FIELD

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VICKERY

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GATE

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QUARTERS A

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BLEACHERS

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PARKING

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PRIVATE RESIDENCE

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QUARTERS P

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PRIVATE RESIDENCE

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TRANSFORMER #1

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TRANSFORMER #2

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CLEVELAND ROGERS GENERATOR

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JONES/BARRY GENERATOR

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TRANSFORMER #4A

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TRANSFORMER #16/SWITCH GEAR

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FURUSETH GENERATOR

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TRANSFORMER #15

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TRANSFORMER #14

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TRANSFORMER #5A & 5B (OFF-LINE)

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TRANSFORMER #6

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TRANSFORMER #7

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TRANSFORMER #8

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PALMER/MURPHY GENERATOR

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TRANSFORMER #9

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TRANSFORMER #13B & 11

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TRANSFORMER #12A & 12B

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FULTON/GIBBS GENERATOR

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TRANSFORMER #18(FED FROM LIPA)

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DPW GENERATOR

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BLAND LIBRARY

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PRIMARY LOOPS

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CHAPEL FEED

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PRIMARY H.V. SERVICE #2

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LIPA SERVICE POLE

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LIPA SERVICE POLE

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LIPA SERVICE POLE

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LIPA SERVICE POLE

AutoCAD SHX Text NOTES : 1. GENERAL 1.1 ALL DESIGN, FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NYS BUILDING CODE. 1.2 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS INCLUDING BUT NOT LIMITED TO INSTALLING TEMPORARY SUPPORTS, SHORING AND BRACING TO ENSURE THAT CONSTRUCTION PROCEEDS IN A SAFE MANNER. 1.3 THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, DIMENSIONS AND ELEVATIONS. CONTRACTOR SHALL ALSO COORDINATE AND CONFIRM ALL BUILDING/ENCLOSURE DIMENSIONS (WITH MANUFACTURER) WITH RESPECT TO FOUNDATION DESIGN DRAWINGS PRIOR TO INITIATING ANY FOUNDATION WORK. IN CASE OF ANY DISCREPANCY BETWEEN DESIGN AND ENCLOSURE MANUFACTURER'S DRAWINGS, ENGINEER SHALL BE CONTACTED FOR RE-EVALUATION/DESIGN REVISION. 1.4 THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN VICINITY OF EXISTING UTILITY LINES. THE CONTRACTOR SHALL HAND EXCAVATE TO EXPOSE THESE LINES. 2. FOUNDATION 2.1 FOUNDATION SHALL BEAR ON GRANULAR SOIL HAVING A MINIMUM BEARING CAPACITY OF 1.5 TONS PER SQ. FT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING OF CONCRETE. 2.2 ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW GRADE. 3. CONCRETE CONCRETE 3.1 ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-95). 3.2 CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH f'c=4000 PSI 3.3 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO ACI MANUAL OF STANDARD PRACTICE (ACI 315) LATEST EDITION. 3.4 ALL SLABS ON GRADE SHALL BE POURED ON 10 MIL. POLYETHYLENE VAPOR BARRIER OVER A 6" CRUSHED STONE BED COMPACTED TO A DRY DENSITY EQUAL TO 95% MODIFIED PROCTOR. THE SLAB SHALL BE PLACED IN ALTERNATE PANELS NOT EXCEEDING 750 SQ. FT BETWEEN KEYED CONSTRUCTION JOINTS. NO DIMENSION OF THE PANEL IS TO EXCEED 25 FT. 3.5 ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.

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EXISTING PRIMARY DISTRIBUTION SWITCH GEAR #2

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BUILDING ENCLOSURE (BY OTHERS) (SEE DRAWING S-001 FOR FOUNDATION)

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EXISTING SWITCH GEAR TIE

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MAIN SWITCH

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EXISTING PRIMARY DISTRIBUTION SWITCH GEAR #1

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2'-0" (TYP.)

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REINFORCED CONCRETE SLAB

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REINFORCED CONCRETE FOUNDATION WALL & FOOTING (ALL AROUND)

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(TYP.)

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1/2" PMF (ALL AROUND)

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GRADE (EL.VARIES)

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CONCRETE SLAB (THICKNESS TO MATCH EXISTING PAD/SLAB)

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#4 @12" O.C. (TYP.)

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6" CRUSHED STONE BASE

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2" KEY

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EXISTING CONCRETE SLAB/PAD

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ENCLOSURE SUPPORT CHANNEL AND ANCHORAGE (BY VENDOR)

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FILL W/ GROUT AFTER ENCLOSURE INSTALLATION

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6" CRUSHED STONE ON COMPACTED SUB-BASE

AutoCAD SHX Text #4 DOWELx10" LG. EPOXIED INTO EXIST. SLAB W/HILTI HIT HY 200 (4" EMBED.) @±24" O.C. (AT INTERFACE OFEXISTING AND NEW SLABS)

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EXISTING CONCRETE PAD/SLAB

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6" CRUSHED STONE SUB-BASE ON COMPACTED SOIL

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T.O. SLAB SLAB (V.I.F.)

AutoCAD SHX Text ALTERNATE-1 ALL WORK SHOWN ON THIS DRAWING IS TO BE PRICED AS AN ALTERNATE TO THE PROJECT. CONTRACTOR TO CLEARLY IDENTIFY IN THE BID THE COST ASSOCIATED WITH THE ENCLOSURE INSTALLATION, STRUCTURAL EXTENSION OF THE PAD ETC.

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CHK BY:

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DRAWING BY:

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DATE:

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SEAL & SIGNATURE:

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SCALE:

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DRAWING TITLE:

AutoCAD SHX Text 05/26/2017

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PROJECT:

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SCALE: 3" = 1'-0"

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SCALE: 1" = 1'-0"

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SCALE: 3/16" = 1'-0"

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SCALE: 1/16" = 1'-0"

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SCALE: 1" = 100'

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Foundation Design for Enclosure Building-S-001.00.pdf

Sheets and Views

S-001.00

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