FSS-PWS-H-TE-H07.02(ExteriorLighting-HmstdSite).pdf

PDF 1 MB Posted

Attached to
Facility Support Services (Consolidated) Federal contract opportunity
Solicitation number
W91QEX-24-R-0002
Issued by
Department of the Army Materiel Command Army Contracting Command

About this file

This document contains a federal contract opportunity solicitation for facility support services and the related site plans for the work locations. The solicitation seeks a contractor to provide facility operations and maintenance, custodial, solid waste, grounds maintenance, and pest control services at two U.S. Army Garrison Miami sites totaling over 800,000 square feet of facilities. The requirement is set aside for 8(a) small businesses and is for a 12-month base period and four 1-year option periods. Site visits will be held on March 7-8, 2024 at the locations in Doral and Homestead, with a limit of two attendees per firm who must register by February 27. The site plans provide details on the existing conditions and scope of work at the Homestead Air Reserve Base location, including electrical, lighting, and landscape elements.

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Other files for this federal contract opportunity

Other files attached to Facility Support Services (Consolidated), newest first.
File Type Posted
W91QEX-24-R-0002-0005 Extend Submission (KO).pdf PDF
FSS-PWS-A-TE-A03-A03-D.1.2(EstWkLd-Hmstd)20240409.pdf PDF
MiamiFSS-PWS-A-TE-A06 (Deliverables)20240327.pdf PDF
MiamiFSS-PWS-D-TE-D02.02ARS(SOCSOUTH ARS Bldg736)20240327.pdf PDF
MiamiFSS-PWS-A-TE-A03.03(EstWkLd-CPFF-OWO)20240327.pdf PDF
W91QEX-24-R-0002-0003 Gvt Responses_Update Exhib.pdf PDF
MiamiFSS-PWS-F-3.0 (404-Grds)20240327.pdf PDF
MiamiFSS-PWS-A-TE-A03.02(EstWkLd-CPFF-DMO+PMO)20240327.pdf PDF
W91QEX-24-R-0002-0002 Extend Due Date_Update POP.pdf PDF
W91QEX-24-R-0002-0001 Extend Submission_Add WD.pdf PDF
FSS-PWS-H-TE-H08.01(StormWater-Doral).pdf PDF
FSS-PWS-H-TE-H07.01(ExteriorLighting-DoralSite).pdf PDF
FSS-PWS-D-TE-D01.05(Doral-Bldg9).pdf PDF
FSS-PWS-D-TE-D01.04(Doral-Bldgs4,5,6).pdf PDF
FSS-PWS-E-TE-E02 (SolidWaste-Hmstd).pdf PDF
FSS-PWS-A-TE-A01.02 (InstMaps-Sites-wFacilities).pdf PDF
FSS-PWS-K-TE-K03.01 (Equip-HWH-Doral).pdf PDF
FSS-PWS-K-TE-K02.01 (Equip-ACPlant-Doral).pdf PDF
FSS-PWS-D-TE-D01.07(Doral-ExtTrash).pdf PDF
FSS-PWS-D-TE-D01.05ARS(USAG-Miami ARS Bldg9).pdf PDF
FSS-PWS-D-TE-D01.07ARS(USAG-Miami ARS ExtWaste).pdf PDF
FSS-PWS-F-TE-F01.02 (GrdsWkLd-Doral).pdf PDF
FSS-PWS-H-TE-H02.02(PMEqpList-Hmstd).pdf PDF
FSS-PWS-F-TE-F02.02 (GrdsWkLd-Hmstd).pdf PDF
FSS-PWS-D-TE-D02.02ARS(SOCSOUTH ARS Bldg736).pdf PDF
FSS-PWS-A-TE-A04.01 (DD254-Doral).pdf PDF
FSS-PWS-D-TE-D02.03ARS(SOCSOUTH ARS Bldg741).pdf PDF
FSS-PWS-D-TE-D02.01(Hmstd-Bldg600).pdf PDF
FSS-PWS-D-TE-D01.01(Doral-Bldg1).pdf PDF
FSS-PWS-K-TE-K03.02 (Equip-HWH-Hmstd).pdf PDF
FSS-PWS-K-TE-K04(ChillerDailyLog).pdf PDF
FSS-PWS-K-TE-K02.02 (Equip-ACPlant-Hmstd).pdf PDF
FSS-PWS-A-TE-A02.02 (PMEqpList-Doral).pdf PDF
FSS-PWS-D-TE-D01.01ARS(SOUTHCOM ARS Bldg1).pdf PDF
FSS-PWS-D-TE-D01.04ARS(USAG-Miami ARS Bldg4,5,6).pdf PDF
FSS-PWS-H-TE-H01.02(FacilityList-Hmstd).pdf PDF
FSS-PWS-A-TE-A01.01 (InstMaps-Sites).pdf PDF
W91QEX-24-R-0002 Facility Support Services.pdf PDF
FSS-PWS-H-TE-H05(BUILDER-References).pdf PDF
FSS-PWS-F-TE-F01.04 (GrdsIrrSyst-Doral).pdf PDF
FSS-PWS-H-TE-H08.02(StormWater-Hmstd).pdf PDF
FSS-PWS-H-TE-H09.01(Irrigation-DoralSite).pdf PDF
FSS-PWS-D-TE-D02.03(Hmstd-Bldg741).pdf PDF
FSS-PWS-D-TE-D01.03(Doral-Bldg3).pdf PDF
FSS-PWS-D-TE-D02.02(Hmstd-Bldg736).pdf PDF
FSS-PWS-A-TE-A02.01 (PMChecklist).pdf PDF
FSS-PWS-A-TE-A02.02 (PMEqpList-Hmstd).pdf PDF
FSS-PWS-H-TE-H02.01(PMEqpList-Doral).pdf PDF
FSS-PWS-D-TE-D00(BaselineServiceLevels).pdf PDF
FSS-PWS-D-TE-D01.03ARS(USAG-Miami ARS Bldg3).pdf PDF
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Text version

I.C. Thomasson Associates, Inc.

CONSULTING ENGINEERS

2950 KRAFT DRIVE, SUITE 500

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

ICT Project No. 110189

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D a te of Engineers

Mobile District

US Army Corps

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3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

11+18

BP: 0+00.00

N 422367.46

E 855741.77

EP: 2+18.30

N 422367.46

E 855960.07

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

11+21

BP: 0+00.00

N 423015.20

E 856324.32

EP: 11+21.34

N 421893.86

E 856324.36

0+00

1+00

1+58

N90°00’00"E

580.38’

N90°00’00"E

364.25’

S °0

’0

E

.8

N90°00’00"E

588.44’

BP: 0+00.00

N 422274.95

E 855960.07

EP: 3+64.25

N 422274.95

E 856324.32

BP: 0+00.00

N 422138.95

E 855960.07

EP: 3+64.25

N 422138.95

E 856324.32

BP: 0+00.00

N 422070.45

E 855960.07

EP: 3+64.25

N 422070.45

E 856324.32

N90°00’00"E

364.25’

N90°00’00"W

165.95’N90°00’00"E

141.12’

N90°00’00"E

364.25’

N90°00’00"E

364.25’

N90°00’00"E

218.30’

S °0

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.8

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N90°00’00"E

580.38’

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1+40

N90°00’00"W

155.63’

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E 855735.88

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N 422785.89

E 856324.32

BP: 0+00.00

N 422911.70

E 855960.07

EP: 5+80.38

N 422911.70

E 856540.45

BP: 0+00.00

N 422837.07

E 856479.95

EP: 1+55.63

N 422837.07

E 856324.32

BP: 0+00.00

N 422848.70

E 855960.07

EP: 3+64.25

N 422848.70

E 856324.32

BP: 0+00.00

N 423004.16

E 855960.07

EP: 11+17.84

N 421886.32

E 855960.07

BP: 0+00.00

N 423015.20

E 856324.32

EP: 11+21.34

N 421893.86

E 856324.36

BP: 0+00.00

N 422204.45

E 855960.07

EP: 1+41.12

N 422204.45

E 856101.19

BP: 0+00.00

N 422204.95

E 856324.35

EP: 1+65.95

N 422204.95

E 856158.40

BP: 0+00.00

N 422819.44

E 856540.45

EP: 1+57.76

N 422977.20

E 856540.45

BP: 0+00.00

N 422837.07

E 856479.95

EP: 1+55.63

N 422837.07

E 856324.32

BP: 0+00.00

N 422819.44

E 856540.45

EP: 1+57.76

N 422977.20

E 856540.45

BP: 0+00.00

N 422706.32

E 857349.83

EP: 3+72.27

N 422462.28

E 857068.70

HH

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SCALE:

ELECTRICAL - SITE PLAN

1"=100’-0"

PPPP

LEGENDLEGEND

ALL EXTERIOR POLES TO BE RATED TO WITHSTAND HURRICANE

CATEGORY 5 WIND SPEEDS.

ALL EXTERIOR LIGHTING TO BE ON A TIMECLOCK AND

N

S-2

S

S

S-2

S-2

S-2

S-2

S-2 S-2

S-2

S

S

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B.

S-4

PROVIDE INTEGRAL PHOTOCELL IN FIXTURE INDICATED.

PROVIDE INTEGRAL TRANSFORMER TO STEP VOLTAGE

FROM 277V TO 120V FOR CAMERA AND INTEGRAL BASE

MOUNTED DUPLEX RECEPTACLE.

8.

C. NO OVERHEAD LINES WILL BE ADDED FOR THIS PROJECT.

ALL ELECTRICAL LINES TO BE UNDERGROUND.

LC-1

H2A-5

LC-2

H2A-8

CONNECT TO AMPD-13 IN ANTENNA BUILDING. FIXTURE TO

BE 120V.

D. PRIMARY CABLING AND UNDERGROUND CONDUIT TO BE

PROVIDED BY FPL. CONDUIT TO BE INSTALLED BY

CONTRACTOR AND CABLING BY FPL.

ES-100

E L E

C T

R

IC

A L S

IT

E P

L A

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CONNECT TO PHOTOCELL CONTROLLED CONTACTOR PANEL WITH

2-#10,1#10G IN 1" DIRECT BURIED CONDUIT.

PHOTOCELL CONTROL FOR OPERATION. PHOTOCELL

TO BE ON ROOF ABOVE ELECTRICAL ROOM 2056.

TIME CLOCK AND CONTACTOR PANEL IN ROOM 2056.

A. 1.

2.

3.

4.

5.

6.

7.

9.

NOTES THIS SHEET:

FPL TO DESIGN THIS PORTION. FPL TO SELECT HOW

POWER FEED WILL BE CONNECTED. COORDINATE FINAL

LOCATIONS WITH FPL. COORDINATE METER LOCATION

FOR EACH SERVICE WITH FPL.

LIGHTED SECURITY BOLLARDS. CONNECT TO PHOTOCELL CONTROLLED

CONTACTOR PANEL. COORDINATE EXACT QUANTITIES WITH SITE/CIVIL

DRAWINGS. PROVIDED BY CIVIL CONTRACTOR.

REFERENCE LANDSCAPE PLANS ON SHEET L-108 FOR PROPOSED

FOUNTAIN LAYOUT. 10.

PROVIDE BONDING/GROUNDING FOR METAL PIPING, ELECTRICAL

EQUIPMENT, AND PANELBOARDS IN ACCORDANCE WITH ARTICLE

680 OF NEC.

11.

12.

PROVIDE SINGLE POINT CONNECTION TO PREWIRED POOL

CONTROL PANEL IN ACCORDANCE WITH MANUFACTURER’S

WRITTEN INSTALLATION GUIDELINES. COMPLETE INSTALLATION

SHALL BE IN COMPLIANCE WITH ARTICAL 680 OF THE NEC.

REFERENCE L-111 FOR ADDITIONAL REQUIREMENTS.

INSTALL NEW STEP LIGHT MINIMUM OF 5 FEET

HORIZONTALLY FROM INSIDE WALL OF FOUNTAIN.

UNITS SHALL BE RIGIDLY ATTACHED PER NEC 680.

BRANCH CIRCUIT SHALL INCLUDE GFCI PROTECTION.

REFERENCE SHEET L-108 FOR ADDITIONAL

REQUIREMENTS.

L1A-85

VIA ’LC-3’

’F’ ’F’ ’F’

’F’ ’F’ ’F’

’E’ ’E’

’E’

’E’

’E’ ’E’

’E’

’E’ ’E’

H2A-6

VIA ’LC-1’

’I’’I’’I’’I’’I’

’I’ ’I’ ’I’ ’I’ ’I’

L1A-54

VIA ’LC-3’

J

L1A-86

CONNECT TO CONTACTOR PANEL WITH 2-#4,1#4G IN 2" DIRECT

BURIED CONDUIT.

/2

/1

A

M E

N D

M E

N T

NOT USED.

S

S

S

S

S

S

S

S

S-2

S-2

S

S

SP

SP SP

SP SP

S-4

SP

A M

E N

D M

E N

T

LM1A-13

H2A-12

LC-1

PROVIDE ADDITIONAL #10 AWG CONDUCTOR NOT

CONNECTING TO LIGHTING CONTROL CONTACTOR

TO THIS POLE FOR CONNECTION TO INTEGRAL

TRANSFORMER IN POLE TO STEP VOLTAGE FROM

277V TO 120V FOR CAMERA.

/1

/1

H2A-13

LC-2

A

M E

N D

M E

N T

/1

/1

/1

/1

A

M E

N D

M E

N T

M

IN

E

E

C

F

R

ANTENNA

BUILDING

C

C

A A

A A

AA

SEE SHEET EP-115 FOR

ADDITIONAL

PLANS IN THIS AREA.

CONCRETE ENCASED

SERVICE ENTRANCE

RISER WITH BLDG

BRANCH FEED INCLUDED.

PROPOSED

UNDERGROUND

ELECTRICAL PRIMARY

EXISTING FPL OVERHEAD 13.2KV LINE

NEW RISER POLE WITH FUSED

CUTOUT FOR POWER TO

HEADQUARTERS BUILDING

CHILLER/UTILITY SUPPORT

BUILDING

TRANSFORMER

PAD

SIMILAR TO S EXCEPT

TWO TYPE S FIXTURES.

EXISTING FPL

OVERHEAD 13.2KV LINE

GENERAL NOTES:

PORT JUNCTION

48"X36"

SPLICE BOX

RISER POLE

WITH FUSED

CUTOUT

NEW POLE WITH THREE

POLE MOUNTED

TRANSFORMERS TO

PROVIDE 208Y/120

VOLT SERVICE TO THE

ANTENNA PAD. COORDINATE

METER LOCATION WITH FPL

LITHONIA LIGHTING POLE.

STC 40 12-48X T25 OR EQUAL.

MOUNT ONE FIXTURE TYPE S

AND CONNECT AS INDICATED.

SIMILAR TO S EXCEPT

FOUR TYPE S FIXTURES.

WATER METER

LITHONIA LIGHTING POLE.

STC 20 7-24X T25 OR EQUAL.

MOUNT ONE FIXTURE TYPE S

AND CONNECT AS INDICATED.

SP

S

A

S -B

U

IL

T

MONUMENT SIGN

C C

/2

PPPP

PPPP

PPPP

PPPP

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