W912QR21R0024_Plans-0002.pdf

PDF 8 MB Posted Mar 18, 2021

Attached to: Construction of Target Structure at Ft. Knox
Solicitation number: W912QR21R0024
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity notice seeks proposals for the construction of a training target structure at Fort Knox, Kentucky. The U.S. Army Corps of Engineers will issue a request for proposal for a firm-fixed-price construction contract with an estimated value between $10-25 million. Offerors must be registered in the System for Award Management database. Proposals will be evaluated using a best value tradeoff process considering past performance, technical capability, small business participation, and price. The contract duration is 720 calendar days from notice to proceed.

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Other files

File	Type	Posted
W912QR21R0024Specs-0004.pdf	PDF	Mar 26, 2021
W912QR21R0024Plans-0004.pdf	PDF	Mar 26, 2021
W912QR21R0024_Specs-0003.pdf	PDF	Mar 23, 2021
W912QR21R0024_Plans-0003.pdf	PDF	Mar 23, 2021
W912QR21R0024_Specs-0002.pdf	PDF	Mar 18, 2021
W912QR21R0024_Photos-0002.pdf	PDF	Mar 18, 2021
W912QR21R0024-0001.pdf	PDF	Mar 11, 2021
W912QR21R0024Specs-0000.pdf	PDF	Feb 24, 2021
W912QR21R0024Plans-0000.pdf	PDF	Feb 24, 2021

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R A P

GRAVEL ROAD

G R

A V

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O A

5 1/2

20'

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SHEET ID

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®of Engineers

US Army Corps

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GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

SHEET KEYNOTES

2' FLAT-BOTTOM DITCH

PROFILES ON CG201.

5. PIPE SIZE AND INVERT ELEVATIONS PROVIDED IN PIPE

4. SEE SHEET CG201 FOR VERTICAL ALIGNMENT PROFILES.

PAVEMENT SWALE.

3. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR

IS 1 FT.

2. PROPOSED AND EXISTING CONTOUR INTERVAL

TO BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS

NEW GRAVEL

4. V-DITCH (SEE SHEET CG501 DETAIL F1)

FOR DETAIL)

3. SLOPED & FLARED HEADWALLS. (SEE SHEET CG501

CG501 FOR DETAIL.

DEEP TRENCH. BACKFILL WITH #57 STONE SEE SHEET

2. PLACE 6" DIA. POLYETHYLENE PERFORATED PIPE IN 4'

SHEET CS501)

1. HEADWALL FOR PERFORATED PIPE. (SEE DETAIL A6;

PIPE

12" REINFORCED CONCRETE

N 168 235.43

E 1 173 385.66

N 168 154.16

E 1 173 464.32

N 168 104.80

E 1 173 332.01

N 168 116.80

E 1 173 332.21

COURTYARD ACCESS ROAD

RELOCATED ACCESS ROAD

N 168 069.99

R 15 R

TO TIE INTO EXISTING ROAD

TRANSITION PAVEMENT SECTION CROSS SLOPE

TO TIE INTO EXISTING ROAD

TRANSITION PAVEMENT SECTION CROSS SLOPE

FFE = 459.5'

STORM 1

0 450

LRL_Screen.dscriptLRL_pdf.pltcfg10:51:55 AM 3/17/2021

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GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

SHEET KEYNOTES

2' FLAT-BOTTOM DITCH

PROFILES ON CG201.

5. PIPE SIZE AND INVERT ELEVATIONS PROVIDED IN PIPE

4. SEE SHEET CG201 FOR VERTICAL ALIGNMENT PROFILES.

PAVEMENT SWALE.

3. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR

IS 1 FT.

2. PROPOSED AND EXISTING CONTOUR INTERVAL

TO BE SEEDED PER SPECIFICATIONS.

1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS

NEW GRAVEL

4. V-DITCH (SEE SHEET CG501 DETAIL F1)

FOR DETAIL)

3. SLOPED & FLARED HEADWALLS. (SEE SHEET CG501

CG501 FOR DETAIL.

DEEP TRENCH. BACKFILL WITH #57 STONE SEE SHEET

2. PLACE 6" DIA. POLYETHYLENE PERFORATED PIPE IN 4'

SHEET CS501)

1. HEADWALL FOR PERFORATED PIPE. (SEE DETAIL A6;

PIPE

12" REINFORCED CONCRETE

N 168 235.43

E 1 173 385.66

N 168 154.16

E 1 173 464.32

N 168 104.80

E 1 173 332.01

N 168 116.80

E 1 173 332.21

COURTYARD ACCESS ROAD

RELOCATED ACCESS ROAD

N 168 069.99

BID OPTION 003

CONTINUOUS FOOTER

BID OPTION 002

CONTINUOUS FOOTER

BID OPTION 004

FULL LENGTH UTILITY TUNNEL

R 15 R

10R

4 1

FFE = 459.5'

TO TIE INTO EXISTING ROAD

TRANSITION PAVEMENT SECTION CROSS SLOPE

TO TIE INTO EXISTING ROAD

TRANSITION PAVEMENT SECTION CROSS SLOPE

STORM 1

4 4

0 450

LRL_Screen.dscriptLRL_pdf.pltcfg10:52:00 AM 3/17/2021

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GENERAL SHEET NOTES

LEGEND

NEW WATER LINE

CONTRACTOR WORK LIMITS

NEW GATE VALVE

NEW YARD HYDRANT

SHEET KEYNOTES

GENERAL NOTES, LEGEND, AND DIVISION OF RESPONSIBILITY.

10.SEE SHEET EU001 FOR EXTERIOR ELECTRICAL SYSTEM

DISTRICT NO. 1.

INSPECTIONS, ETC. REQUIRED BY HARDIN COUNTY WATER

9. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES,

DRAWINGS.

MAXIMUM DEPTH OF 60", UNLESS OTHERWISE NOTED ON THE

8. WATER LINES SHALL HAVE A MINIMUM COVER OF 36" AND A

QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

MANUFACTURER MEET OR EXCEED THE STANDARD OF

AND CHARACTERISTICS OF THE SUBSTITUTED

BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY

BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY

MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE

SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED

UNLESS INDICATED OTHERWISE ON THE PLANS OR

NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS.

MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND

7. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH

AUTOMATIC FLUSHER TO THE END OF THE NEW LINE.

COUNTY WATER DISTRICT TO RELOCATE THE CURRENT

THE CONTRACTOR SHALL COORDINATE WITH HARDIN 6.

WATER UTILITY DISTRIBUTION PIPING.

ACCORDANCE WITH SPECIFICATIONS SECTION 33.11.00

5. INSTALLATION OF NEW WATERLINE SHALL BE IN

WITNESSED BY THE GOVERNMENT.

NO. 1 DETAILS ON SHEET CU501. TESTING SHALL BE

UTILITIES-2012.PDF AND HARDIN COUNTY WATER DISTRICT

COM/WP- CONTENT/UPLOADS/GENERAL-SPECIFICATIONS-ALL

WATER DISTRICT NO. 1 SPECIFICATIONS AT HTTPS:/'/HCWD.

(270) 776-9477. INSTALLATION SHALL BE PER HARDIN COUNTY

HARDIN COUNTY WATER DISTRICT NO. 1, MR. BRETT PYLES

LINE CONNECTION TO THE EXISTING WATERLINE WITH

4. THE CONTRACTOR SHALL COORDINATE THE NEW WATER

ON SITE.

3. NOLIN RECC IS THE OWNER OF THE ELECTRIC UTILITIES

CONTRACTING OFFICER 14 DAYS PRIOR TO THE OUTAGE.

2. ANY UTILITY OUTAGES SHALL BE COORDINATED WITH THE

CONFLICTS OR DISCREPENCIES PRIOR TO INSTALLATION.

THE CONTRACTING OFFICER SHOULD BE NOTIFIED OF ANY

UTILITIES AND FIELD VERIFYING ALL EXISTING UTILITIES.

1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

H C

C H

N 168 235.43

E 1 173 385.66

N 168 154.16

E 1 173 464.32

N 168 104.80

E 1 173 332.01

N 168 116.80

E 1 173 332.21

COURTYARD ACCESS ROAD

RELOCATED ACCESS ROAD

N 168 069.99

R 15 R

CU501

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UTILITY PLAN

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10. ELECTRICAL EQUIPMENT PAD. SEE SHEET EU501 FOR LAYOUT.

SEE SHEET EU503 DEATIL A1 FOR ELEVATION.

#1, #2,& #3. SEE SHEET EU503 FOR POLE DETAIL.

9. COMMUNICATIONS AND POWER TO VSS EXTERIOR TOWERS

SHOWN. SEE SHEET EU501 FOR DETAIL.

8. COMMUNICATIONS PULLBOX TO BE EVERY 600' OR AS

FOR DIAGRAM.

SEE SHEET TY601 FOR ONE-LINE. SEE SHEET EU503

EXISTING AT RANGE 4 CONTROL OFFFICE.

7. 24 SM FOR COMMUNICATIONS CONNECTION TO

FOR DETAIL. SEE SHEET E-601 FOR ONE-LINE DIAGRAM.

AND THE EXISTING DUCKBANK AT RANGE 4. SEE SHEET EU501

6. ELECTRICAL DUCTBANK BETWEEN THE RANGE 5 TRANSFORMER

SEE SHEET EU501 FOR DETAIL.

SEE SHEET EU101 FOR DIVISION OF RESPONSIBLITY.

RECC AND INSTALLED EVERY 400' OR AS DESIGNATED.

5. 48X48 ELECTRICAL VAULT TO BE SUPPLIED BY NOLIN

4. TERMINATE NEW 4" HDPE WATER MAIN

THE END OF THE NEW 4" WATER MAIN.

3. THE EXISTING AUTOMATIC FLUSHER NEW LOCATION AT

2. 1" HDPE WATER SERVICE LINE.

1. 4" HDPE WATER MAIN.

2Q R

Pl an s-

GRAVEL AREA

Gravel Area

443.90 444.11

445.26

445.39

INV = 445.57

445.70

446.94

447.13

INV = 447.63

INV = 448.08

448.43

NUMBER: 54205

Direction of pipe

449.68

449.70

449.82

449.91

GRAVEL ROAD

450.10

NUMBER: 54206

451.36 451.74

SIZE: 8

TYPE: CHAIN LINK

SIZE: 8'

TYPE: CHAIN LINK

SIZE: ?

TYPE: CHAIN LINK

453.94

SIZE: 8

TYPE: CHAIN LINK

454.23

454.40

454.78

455.10 455.58

455.64 gravel

N 168716.52

E 1178039.50

ELEV 455.72

455.89

SIZE: 8'

TYPE: CHAIN LINK

456.28

456.44

456.50

N 168791.66

E 1178030.62

ELEV 456.85

SIZE: 8'

TYPE: CHAIN LINK

457.51

457.54

N 168782.08

E 1177926.22

ELEV 457.76

457.92

TYPE: OFFICE

GENERAL SHEET NOTES

LEGEND

NEW WATER LINE

CONTRACTOR WORK LIMITS

NEW GATE VALVE

NEW YARD HYDRANT

SHEET KEYNOTES

GENERAL NOTES, LEGEND, AND DIVISION OF RESPONSIBILITY.

10.SEE SHEET EU001 FOR EXTERIOR ELECTRICAL SYSTEM

DISTRICT NO. 1.

INSPECTIONS, ETC. REQUIRED BY HARDIN COUNTY WATER

9. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES,

DRAWINGS.

MAXIMUM DEPTH OF 60", UNLESS OTHERWISE NOTED ON THE

8. WATER LINES SHALL HAVE A MINIMUM COVER OF 36" AND A

QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.

MANUFACTURER MEET OR EXCEED THE STANDARD OF

AND CHARACTERISTICS OF THE SUBSTITUTED

BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY

BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY

MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE

SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED

UNLESS INDICATED OTHERWISE ON THE PLANS OR

NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS.

MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND

7. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH

AUTOMATIC FLUSHER TO THE END OF THE NEW LINE.

COUNTY WATER DISTRICT TO RELOCATE THE CURRENT

THE CONTRACTOR SHALL COORDINATE WITH HARDIN 6.

WATER UTILITY DISTRIBUTION PIPING.

ACCORDANCE WITH SPECIFICATIONS SECTION 33.11.00

5. INSTALLATION OF NEW WATERLINE SHALL BE IN

WITNESSED BY THE GOVERNMENT.

NO. 1 DETAILS ON SHEET CU501. TESTING SHALL BE

UTILITIES-2012.PDF AND HARDIN COUNTY WATER DISTRICT

COM/WP- CONTENT/UPLOADS/GENERAL-SPECIFICATIONS-ALL

WATER DISTRICT NO. 1 SPECIFICATIONS AT HTTPS:/'/HCWD.

(270) 776-9477. INSTALLATION SHALL BE PER HARDIN COUNTY

HARDIN COUNTY WATER DISTRICT NO. 1, MR. BRETT PYLES

LINE CONNECTION TO THE EXISTING WATERLINE WITH

4. THE CONTRACTOR SHALL COORDINATE THE NEW WATER

ON SITE.

3. NOLIN RECC IS THE OWNER OF THE ELECTRIC UTILITIES

CONTRACTING OFFICER 14 DAYS PRIOR TO THE OUTAGE.

2. ANY UTILITY OUTAGES SHALL BE COORDINATED WITH THE

CONFLICTS OR DISCREPENCIES PRIOR TO INSTALLATION.

THE CONTRACTING OFFICER SHOULD BE NOTIFIED OF ANY

UTILITIES AND FIELD VERIFYING ALL EXISTING UTILITIES.

1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

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1"=30' 30' 60'0

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UTILITY PLAN

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TY601 FOR ONE-LINE. SEE SHEET EU503 FOR DIAGRAM.

CONTROL OFFICE. COORDINATE WITH COR. SEE SHEET

TO EXISTING FIBER OPTIC PATCH PANEL AT RANGE 4

3. COMMUNICATIONS CONNECTION TO ENTER AND CONNECT

SHOWN. SEE SHEET EU501 FOR DETAIL.

2. COMMUNICATIONS PULLBOX TO BE EVERY 600' OR AS

FOR DIAGRAM.

SEE SHEET TY601 FOR ONE-LINE. SEE SHEET EU503

EXISTING AT RANGE 4 CONTROL OFFFICE.

1. 24 SM FOR COMMUNICATIONS CONNECTION TO

2Q R

Pl an s-

E. SEISMIC:

RISK CATEGORY: II

Ie= 1.25 Ss= 0.209

SDS= 0.22

S1= 0.108 Sd1= 0.17 Cs= 0.056

SITE CLASS: D

BASIC SEISMIC FORCE RESISTING SYSTEM:

ORDINARY REINFORCED CONCRETE SHEAR WALLS, R=4

SEISMIC DESIGN CATEGORY= C

ANALYSIS PROCEDURE= EQUIVALENT LATERAL FORCE PROCEDURE

SEISMIC BASE SHEAR VALUE= 935 KIPS

F. SOILS:

SOIL DENSITY= 120 pcf

ANGLE OF INTERNAL FRICTION OF THE SOIL (Ф): 30 DEGREES

G. BLAST LOADS:

THE STRUCTURE HAS BEEN DESIGNED FOR THE CHARGE WEIGHTS AND LOCATIONS SHOWN ON

SHEETS S-003 THROUGH S-006.

2.0 GENERAL

2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

CONSTRUCTION/FABRICATION, CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION.

2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT IN-PLACE

DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING CONSTRUCTION

LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS NOTED ABOVE.

2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,

PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION.

THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE

STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.

2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED

TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.

2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF, SHOP

DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS, DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTATION) FOR ACTUAL FINISHED FLOOR

ELEVATIONS (F.F.E.) FOR ALL BUILDINGS, ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS

WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 0.0, U.N.O.

2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR

GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER AND OBTAIN DIRECTION PRIOR TO PROCEEDING.

2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL

WORK, AND SOIL EXCAVATION AS REQUIRED, SHORING AND BRACING SHALL NOT BE REMOVED

UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS,

AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.

2.9 BLAST DOOR MANUFACTURER SHALL DESIGN THE BLAST DOOR, DOOR FRAME, AND

ANCHORAGE OF DOOR FRAME TO THE CONCRETE. ANCHORAGE SHALL MEET ACI

REQUIREMENTS.

3.0 FOUNDATIONS

3.1 DESIGN ASSUMPTION FOR MAXIMUM ALLOWABLE BEARING PRESSURE OF 3000 (PSF) WITH THE EXCEPTION

OF THE 2500 PSF FOR THE CONTINUOUS FOOTING OF THE PERIMETER WALL.

3.2 ASSUMED UNIT WEIGHT OF SOIL FOR DESIGN: 120 PCF.

3.3 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS SUBJECTED TO WATER.

3.4 FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE 31 00 00 EARTHWORK

SPEC.

3.5 ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S

GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

4.0 CONCRETE

4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS.

ACI 305............................"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI 315............................"MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES"

ACI 318............................"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS, U.N.O.

4.3 REINFORCING BARS SHALL BE ASTM A615 GRADE 60 REINFORCEMENT.

4.4 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN

ANY MANNER U.N.O. IN CONSTRUCTION DOCUMENTS.

4.5 REINFORCING BARS SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES COMPLYING

WITH ACI 318-14, U.N.O.

4.6 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.N.O.:

CONCRETE CAST AGAINST EARTH:....................3 INCHES

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 BAR AND LARGER...........................2 INCHES

NO. 5 BAR AND SMALLER..........................2 INCHES

4.7 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE

LEG LENGTH EQUIVALENT TO CLASS "A" TENSION LAP SPLICE U.N.O.

4.8 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH THE SIZE AND SPACING OF

VERTICAL REINFORCING AT ALL WALLS AND PILASTERS.

4.9 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS, BUT DISCONTINUOUS THROUGH ALL

CONTROL JOINTS, U.N.O.

4.10 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE

MATERIAL. BARS WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.

4.11 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT

DISCONTINUOUS THROUGH ALL CONTROL JOINTS, U.N.O.

4.12 ALL FORMED CONCRETE SURFACES THAT ARE EXPOSED TO VIEW SHALL HAVE SURFACE

IRREGULARITIES LESS THAN 1/8" WITHIN A FIVE FEET LENGTH WHEN MEASURED WITH A STRAIGHT

EDGE. CONCRETE BELOW GRADE OR NOT EXPOSED TO VIEW SHALL HAVE SURFACE

IRREGULARITIES LESS THAN 1" WITHIN A FIVE FEET LENGTH WHEN MEASURED WITH A STRAIGHT

EDGE.

4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE

PREPARATION FOR SLAB-ON-GRADE WORK.

4.14 REINFORCEMENT SPLICES ON OPPOSITE FACES AND ON ADJACENT BARS SHALL BE STAGGERED

PER UFC 3-340-02 REQUIREMENTS.

4.15 SELF-CONSOLIDATING CONCRETE (SCC) IS RECOMMENDED IN HEAVILY REINFORCED COMPONENTS.

SUCH AS; THE WALLS, FLOOR, AND ROOF SLABS. THE CONTRACTOR SHALL CONFIRM THAT THE

FORM WORK AND SCAFFOLDING HAVE BEEN DESIGNED TO RESIST THE FLUID WEIGHT OF THE SCC.

4.16 RECOMMENDED NOMINAL SIZE OF MAX AGGREGATE IS 0.375 IN.

4.17 ALL SINGLE LEG STIRRUPS SHALL HAVE 135 DEGREE BENDS ON EACH END.

5.0 STRUCTURAL STEEL

5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO

A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR THE BLAST DOORS

CONSTRUCTION:

STEEL CHANNELS, ANGLES, PLATES, AND BARS...................ASTM A36/ASTM A572(FRAMES)

RECTANGULAR, SQUARE, AND ROUND HSS...........................ASTM A500, GRADE B

5.3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR ALL OTHER

CONSTRUCTION:

W SHAPES..............................................................................ASTM A992 STEEL CHANNELS, ANGLES, PLATES, AND BARS............ASTM A36 AND ASTM A572 (GR. 50)

RECTANGULAR, SQUARE, AND ROUND HSS....................ASTM A500, GRADE B

5.4 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING DESIGNATION:

ANCHOR BOLTS...................................ASTM F1554 (55 KSI)

THREADED RODS................................ASTM A36

HEADED STUDS.................................ASTM A108, GRADES 1015 TO 1020 (65 KSI TENSILE STRENGTH) DEFORMED BAR ANCHORS.............ASTM A496, TYPE C (80 KSI MIN. TENSILE STRENGTH)

5.5 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S " SPECIFICATION FOR STRUCTURAL JOINTS

USING ASTM A325 OR A490 BOLTS". ALL BOLTS SHALL BE 3/4" DIAMETER U.N.O.

5.6 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL".

MINIMUM SIZE FILLET WELDS SHALL BE 1/4 INCH U.N.O. AND ELECTRODES SHALL BE E70xx. WELDERS

SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.

5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER, TO INCLUDE ALL STEEL INSIDE OF THE EXTERIOR WALLS OF THE STRUCTURE, SHALL BE HOT DIPPED GALVANIZED, U.N.O. MEMBERS NOT REQUIRED

FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD PRIMER PAINT. DO NOT

PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED SHEAR STUDS.

PROVIDE 3 INCHES MINIMUM COVER FOR ALL STEEL BELOW GRADE AND PAINT WITH TWO COATS OF

COAL TAR EPOXY. EPOXY COATING SHALL BE IN ACCORDANCE WITH PAINT SPECIFICATION

SSPC-PAINT 16.

5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 1/2" THICK, U.N.O.

5.9 ANY PENETRATIONS OF STEEL PLATES USED FOR ERECTION MUST BE APPROVED BY SEOR PRIOR

TO PLACEMENT.

US Army Corps of Engineers ®

SHEET 5701 OF

SHEET ID

S-001

N O

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B Y:

D B

C H

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M C

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C O

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1.0 DESIGN CRITERIA:

A. BUILDING CODES AND SPECIFICATIONS:

1. INTERNATIONAL BUILDING CODE 2015 (IBC) AS MODIFIED BY UFC 1-200-01

2. AMERICAN CONCRETE INSTITUTE (ACI 318-14)

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 14th ED.)

4. AMERICAN WELDING SOCIETY, A.W.S.

B. LIVE LOADS:

ROOF...............................................100 PSF

FLOOR.............................................100 PSF

C. SNOW LOAD:

GROUND SNOW LOAD (Pg)= 15 PSF FLAT ROOF SNOW LOAD (Pf)= 11.34 PSF

IMPORTANCE FACTOR (I)= 1.0

EXPOSURE CATEGORY (Ce)=1.0 THERMAL CATEGORY (Ct)=1.2 SLOPE FACTOR (Cs) = 1.0

D. WIND LOAD:

BASIC WIND SPEED = 105 MPH

IMPORTANCE FACTOR (I) = 1.0

EXPOSURE CATEGORY: C

ENCLOSURE CLASSIFICATION: ENCLOSED

GCPi: +0.18/-0.18

CERTIFIED FINAL

SNOW DRIFT LOADING

42.28 psf

42.28 psf42.28 psf

42.28 psf

4'-35 8"

(TYP)

1' -6

3 4"

915 16

1'-27 8"1'-27

2'-2 3 16"

1' -0

1' -7

1 16

16"

1'-27 8"

16"

53 8"

1'-27 8"

915 16

1' -7

1 16

16"

53 8"

30 psf 24.9 psf

27.93 psf

30.16 psf

30.16 psf26.34 psf

29.84 psf

29.04 psf

29.84 psf 27.93 psf 24.9 psf

27.93 psf

29.04 psf

33.35 psf

COMPONENTS & CLADDING

3 32

2 2

3 3 a a a a

2a 2a

NOTE: PARAPET GREATER

THAN 3 FT HEIGHT,

PER ASCE 7 ZONE 3 IS

TAKEN AS ZONE 2.

C&C p(PSF)

500 SQ. FT.20 SQ. FT.10 SQ. FT.ZONE

-28.58 PSF-39.16 PSF-41.81 PSF1

-47.10 PSF-62.45 PSF-65.62 PSF2

11.34 psf

Am en dm en t 0

2Q R

Pl an s-

FOUNDATION PLAN VIEW

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

80'-0"

'-0

5'-0"

(TYP.)

32" MAT

FOUNDATION

6' -0

-0

US Army Corps of Engineers ®

SHEET 5707 OF

SHEET ID

S-100

N D

N P

U S

Y C

O R

D R

B Y:

D B

C H

D B

M C

E D

C O

N O

N N

D R

G C

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2 3 4 5 6 7 8 9 10

N O

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G T

R E

, F Y2

1, P

14'-0" 16'-0" 22'-6" 16'-0" 11'-6"

A S100 S310

'-1

1" 6'

-0

'-8

-0

'-2

5'-0"

'-6

'-8

'-1

'-0

2'-6"

(TYP.)

4'-0"

(TYP.)

PLAN NORTH

-0

'-0

'-6

2 3 4 5 6

15'-0"

192'-6"

182'-0"

50'-0"

(TYP)

CONTINUOUS

FOOTING PLACED

FOR FUTURE

WALL WITH TOP

OF FOOTING

AT GRADE

(OPTION 002)

2'-8" THICK

CONTINUOUS

FOOTING

WALL 10'-0"

ABOVE GRADE

B S100 S308

C S100 S308

'-0

8'-0"2'-0"6'-0"50'-0"6'-0"8'-0" 2'-0"

8' -0

C S100 S310

32" MAT FOUNDATION

S101

90'-0"

'-0

2' -7

-8

5'-8" 2'-7"

'-0

1/2" EXP JT.

32" MAT FOUNDATION

'-5

1 2" 15'-31

10'-8"3'-0"

'-8

1 4" 2'

-0

15'-41 2"

5' -0

A S100 S311

'-0

4'-6" 1'-0"

4'-6"

1/2" EXP JT.

32" MAT

FOUNDATION

4' -3

3 8"

13'-11 4"

S101

S100 S312

2' -0

-0

2' -0

2'-0"

1/2" EXP JT.1/2" EXP JT.

12'-0"

1'-0"

(TYP)

5'-3"

(TYP)

5'-3"

(TYP)

11'-6"

(TYP)

'-0

49'-0"

S100 S314

2'-2" 5'-0"

5' -6

32" MAT

FOUNDATION

1/2" EXP JT

SEE CIVIL

DRAWINGS

FOR HEADWALL

LOCATION AND

TUNNEL

LENGTH

LEGEND

STEEL LINER

PLATES ON

WALLS

WEEP HOLES

2'-0" (3'-0" ONLY AT

DOUBLE PANEL

LOCATION)

WIDE VERTICAL

EMBED PLATES

1/2" STEEL EMBED

PLATE ON MAT

(SEE S-511 FOR

TYPICAL SECTION)

1/2" EXP JT

1/2" EXP JT.

CONTINUOUS

FOOTING PLACED

FOR FUTURE

WALL WITH TOP

OF FOOTING

AT GRADE

(OPTION 003)

1/16"

PER FT.

SLOPE

1/16"

PER FT.

SLOPE

20'-0"

'-0

S311 B

S100

NOTE: SEE ARCHITECTURAL DRAWINGS FOR FLOOR

SLOPE AROUND EXTERIOR PANELS.

CERTIFIED FINAL

SEE S-705

FOR STEEL

PLATE

STRIPS

SEE S-707

FOR STEEL

PLATE STRIPS

(AT CORNER)

2Q R

Am en dm en t 0

2Q R

Pl an s-

FIRST FLOOR PLAN VIEW

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

A S500

80'-0"

'-0

12'-6" 10'-0" 9'-5"

10"

9'-9" 26'-10"

'-0

'-1 0"

'-4

'-8

29'-2" 12'-8" 9'-2" 16'-11"

80'-0"

'-0

'-5

'-1 0"

'-1

'-0

A S101 S200

4'-0"

4' -4

" 20'-0"

'-0

9'-0"

8'-0"

9' -0

" 9'-6"

COM

ROOM

IN-PLAY

COM

ROOM

RR RR KITCHENETTE/CAFETERIA

C O

ATRIUM

(OPEN TO ABOVE)

O N

LOBBY

12'x12'

BREACHABLE

PANEL

(OPTION 006)

12'x12'

BREACHABLE

PANEL

(OPTION 006)

12'x12'

BREACHABLE

PANEL

AT CORNER

(OPTION 006)

(SEE S-707)

12'x12'

BREACH-

ABLE

PANEL

12'x12'

BREACHABLE

PANEL

(OPTION 006)

A S101 S202

A S101

A S101 S203

B S101 S500

P1 IN WALL PILASTER

AT EDGES (SEE S-500)

1/2" STEEL PLATE

ALL AROUND ROOM

(ABOVE AND BELOW WINDOWS)

1/2" STEEL PLATE

P1P2 P1 P1 P1 P1

P2P2P2P2

P2 P2

P1 P1

S201

3' -1

3'-1"

4' -0

6' -0

5'-0"

(TYP.)

2' -6

-6

S102 S103

3'-6" 3'-0" 3'-0" 11'-103 4" 6'-0"

6'-0" 8'-21 2" 6'-0"

6'-0" 1'-43 4" 2'-6"

'-0

-1 0"

9' -0

'-0

3' -1

7"2'-6"

1' -2

'-0

'-8

'-0

'-2

-6

S101 S303

S102

4'-0"

S101 S309

US Army Corps of Engineers ®

SHEET 5708 OF

SHEET ID

S-101

R P

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D B

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D B

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2 3 4 5 6 7 8 9 10

N O

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1, P

14'-0" 16'-0" 22'-6" 16'-0" 11'-6"

1 2 3 4 5 6

'-0

'-6

S103

S101

S101 S500

PLAN NORTH

C S100 S308

S101

C S100 S310

S101

B S100 S308

S101

'-0

1'-0"

LEGEND

STEEL LINER

PLATES ON

WALLS

-0

15'-0"

192'-6"

182'-0"

50'-0"

(TYP)

2'-8" THICK

CONTINUOUS

FOOTING

12 INCH

WALL

'-0

8'-0"2'-0"6'-0"

50'-0"

6'-0"8'-0" 2'-0"

8' -0

32" MAT FOUNDATION

1/2" EXP JT.1/2" EXP JT.

12'-0"

1'-0"

(TYP)

5'-3"

(TYP)

5'-3"

(TYP)

11'-6"

(TYP)

49'-0"

'-0

NOTE: SEE S-501 TO S-506 FOR PILASTER

SECTIONS AND DETAILS.

WEEP HOLES

INTERIOR PANELS

(OPTION 001)

2'-0" (3'-0" ONLY AT

DOUBLE PANEL

LOCATION)

WIDE VERTICAL

EMBED PLATES

4'-4"

3'-8"

D1 D1

D1D1D1 D1

SEE S-705

FOR FIRST

FLOOR

PLATE

STRIPS

CAMERA

PROTECTION

BOXES (SEE S-512)

CAMERAS

(SEE TY-107)

'-0

20'-0"

S101 S507

S102

SEE S-506 FOR

GUARDHOUSE

OPENING FRAMES

CERTIFIED FINAL

2Q R

Am en dm en t 0

2Q R

Pl an s-

PARAPET WALL TYPICAL SECTION

SCALE: 3/4" = 1'-0"

1'-6"

3' -6

-2

#6 DIAGONAL DIMENSIONS

IN PARAPET WALL

SCALE: 3/4" = 1'-0"

1' -1

11 4"

1'-111 4"

3'-6 18 "

#6 DIAGONALS

#9's @ 6" C/C

GRADE 60 REINF.

E.F.

#4's @ 4" C/C

SINGLE LEG

STIRRUPS

#5's @ 8" C/C

GRADE 60 REINF.

E.F.

#6 @ 6" C/C DIAGONALS

SEE S-107 FOR

ROOF SLAB

REINFORCEMENT

SEE S-500 FOR WALL

REINFORCEMENT

US Army Corps of Engineers ®

SHEET 5746 OF

SHEET ID

S-511

N S

D R

B Y:

D B

C H

D B

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INTERIOR PANEL EMBED

PLATE TYPICAL SECTION

SCALE: 3/4" = 1'-0"

1/2"Ø 0'-5" STEEL

ANCHOR STUDS

@ 1'-0" C/C SPACING

8" 8"4" 4"

2'-0"

1' -0

1. SEE PLAN VIEW FOR LOCATIONS OF STEEL EMBED PLATES

AROUND INTERIOR PANELS.

2. IN LOCATIONS WHERE PANEL IS CLOSE TO AN OPENING, AN

UNSYMMETRICAL PANEL PLACEMENT WAS USED.

3. SEE S-506 FOR TYPICAL CONFIGURATION.

1/2"Ø 0'-5" STEEL

ANCHOR STUDS

1/2" A36 STEEL

EMBED PLATE

L5x5x7/8

(TYP)

(OPTION 001)

TYPICAL STEEL LINER

PLATE SECTION

SCALE: 3/4" = 1'-0"

1/2"Ø 0'-5" STEEL

ANCHOR STUDS

1/2"Ø 0'-5" STEEL

ANCHOR STUDS

2'-0"

2' -0

1/4" OR 1/2"

A36 STEEL

LINER PLATE

CONCRETE

SURFACE

1/2"Ø x 0'-6"

STUD ANCHORS

@ 1'-0" C/C

1/2" x 7" CONT.

STEEL PLATE

1/2" x 1'-6" CONT.

STEEL PLATE

TYPICAL REAR STAIR ELEVATION

SCALE: 3/4" = 1'-0"

2' -8

12'-0"

2'-0" 2'-2" 2'-0" 5'-6"

11"

TYP

7" TY

1' -1

0" -0

-0

2'- 0"

2'-0" 2'-6" 2'-0" 1'-91 4" 3'-83

#57 STONE

GRADE1'

-1

1 2"

DOWELS

TO MATCH

VERTICAL

REINF.

#6 @ 12" C/C E.W T&B

#8 @ 6" C/C

VERTICAL E.F

#6 @ 6" C/C

HORIZ. E.F.

#9 @ 4" C/C T&B

#7 @ 6" C/C T&B

#6 @ 6" C/C T&B

#4 @ 6" C/C

CLOSED TIES

A S511 S511

STAIR BEAM SECTION

SCALE: 3/4" = 1'-0"

A S511 S511

F.F.E.

#4 @ 6" C/C

1'-0"

CONT. #6

4'-0"

2' -0

1/2" EXP JT

(4) #4 CLOSED TIES

@ 6" C/C

CONT. #9 @ 4" C/C

#5 @ 6" C/C

SINGLE LEG

STIRRUPS

2' -0

1'-2"

(4) #5 CONT.

#4 @ 4" C/C

CLOSED TIES

2" CHAMFER

#5 @ 6" C/C

CLOSED TIES

(4) #5 CONT.

CLR.

1'-8"

1' -8

3 4"

BASE PLATE FOR

FUTURE RAPPEL TIE OFF

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

1'-0"

1' -0

1' -4

1'-4"

1'-0" 2"2"

8" 1"

16"x16"x1" A36

BASE PLATE

F1554 A36 (HDG) ANCHORS16"x16"x1" A36

BASE PLATE

4"*VARIES *VARIES

1/2" A36 STEEL

LINER PLATE

TYPICAL PARAPET DETAIL

AT SCUPPER

SCALE: 3/4" = 1'-0"

3' -6

1' -0

2'-0"

#5's @ 8" C/C

CONT. E.F.

#5's @ 8" C/C E.F.

(3) ADDITIONAL

#5's @ 8" C/C

1'-8" 1'-8"

#4 SINGLE LEG

STIRRUPS @ 4" C/C

ON HORIZ. BARS OVER

OPENING WIDTH

IN-WALL PILASTER IN-WALL PILASTER

#9's @ 6" C/C

VERT. BARS

(2) #5 CLOSED TIES

@ 4" C/C

SEE DETAIL

ON THIS SHEET.

TYPICAL SCUPPER

PILASTER SECTION

SCALE: 3/4" = 1'-0"

2'-6"

1' -6

#9's @ 6" C/C E.F.

SCUPPER

EDGE

(2) #5 CLOSED TIES

@ 4" C/C

(3) ADDITIONAL

#9's ON EACH

SIDE FACE

ROUGHENED JT.

(1/4" AMPLITUDE)

(TYP)

ROUGHENED JT.

(1/4" AMPLITUDE)

(TYP)

14/16

1"x1"

PLUG WELD

(SEE S-506) 1" - 7 3/4"

CERTIFIED FINAL

2Q R

NOTE: PLATE-TO-PLATE GAP TO BE NO GREATER THAN

1/8". NO BUTT WELDING REQUIRED FOR LINER

PLATES.

Am en dm en t 0

2Q R

Pl an s-

FLEXIBLE CONDUIT CONNECTION

CONDUCTOR AND 1 #12 GREEN EQUIPMENT GROUND IN 1/2" CONDUIT.

NO HASH MARKS INDICATES 1 #12 PHASE CONDUCTOR, 1#12 GROUNDED

FLOOR UNLESS NOTED OTHERWISE.

NEMA 5-20 DUPLEX RECEPTACLE MOUNTED FLUSH IN THE

FLUSH FLOOR MOUNTED NEMA 5-20 DUPLEX RECEPTACLE

UNLESS NOTED OTHERWISE

BASED ON MANUFACTURERS RECOMMENDATIONS

NEMA 5-20 DUPLEX RECEPTACLE MOUNTED 18" AFF

UNLESS NOTED OTHERWISE. (AC INDICATES ABOVE COUNTER)

JUNCTION BOX ("F" INDICATES FLOOR MOUNTED, "CLNG" INDICATES CEILING MOUNTED)

UNFUSED DISCONNECT SWITCH. SIZE AS SHOWN

FUSED DISCONNECT SWITCH. SIZE FUSES FOR EQUIPMENT

SURFACE MOUNTED PANELBOARD OR AUTOMATIC TRANSFER

SWITCH AS INDICATED.

MOTOR, SIZE AS SHOWN.

POWER

ARROW INDICATES HOMERUN TO PANEL "A", CIRCUIT 21.

EXPOSED UNLESS NOTED OTHERWISE ON PLAN.

SEE DESCRIPTION OF HASH MARKS.A-21

WIRING

HASH MARKS INDICATES NUMBER OF CONDUCTORS RAN IN CONDUIT.

FLUSH FLOOR MOUNTED NEMA 5-20 QUAD RECEPTACLE

UNLESS NOTED OTHERWISE

RECESSED MOUNTED PANELBOARD

250 VOLT, 1ø, 20 AMP RECEPTACLE, (L6-20R)

GROUNDING

TELECOMMUNICATIONS

GENERIC LIGHTNING PROTECTION CONDUCTOR

SEE LIGHTNING PROTECTION SHEET(S) FOR SPECIFIC

GUIDENCE

AIR TERMINAL

GROUNDING ROD

A AMPERE

ACS ACCESS CONTROL SYSTEM

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

1/C ONE CONDUCTOR

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CU COPPER

EF EXHAUST FAN

EMT ELECTRICAL METALLIC TUBING

EWC ELECTRIC WATER COOLER

FACP FIRE ALARM CONTROL PANEL

FM FREQUENCY MODULATION

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTION

HACR HEATING AIR CONDITIONING REFRIGERATION

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HT HEIGHT

HZ HERTZ

IDS INTRUSION DETECTION SYSTEM

J JUNCTION BOX

KWH KILOWATT HOUR

LED LIGHT EMITTING DIODE

MCB MOLDED CASE CIRCUIT BREAKER

MH METAL HALIDE

MLO MAIN LUGS ONLY

MTD MOUNTED

NEC NATIONAL ELECTRICAL CODE

NF NON FUSED

NO. NUMBER

OS OCCUPANCY SENSOR

PH PHASE

PIR PASSIVE INFRARED

RGS RIGID GALVANIZED STEEL

SM SINGLE MODE

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

UNO UNLESS NOTED OTHERWISE

V VOLT

VA VOLTAMPERE

VVD VARIABLE VOLUME DAMPER

W WATTS

WP WATER PROOF

XFMR TRANSFORMER

ABBREVIATIONS

INTERIOR CCTV CAMERA

EXTERIOR CCTV CAMERA

APL APPROVED PRODUCT LIST

NDAA NATION DEFENSE AUTHORIZATION ACT

GRC GALVANIZED RIGID CONDUIT

TGB TELECOMMUNICATION GROUNDING BUSBAR

MGB MAIN GROUNDING BUSBAR

VSS VISUAL SECURITY SYSTEM

UPS UNINTERRUPTIBLE POWER SOURCE

AC ABOVE COUNTER, 42"AFF UNLESS OTHERWISE INDICATED

AGM ARMY GOLDEN MASTER

NVR NETWORK VIDEO RECORDER

UHD ULTRA HIGH DEFINITION

POE POWER OVER ETHERNET

MBPS MEGABYTES PER SECOND

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

DISA DEFENSE INFORMATION SYSTEMS AGENCY

SFP SMALL FORM-FACTOR PLUGGABLE

QPI QUICK PATH INTERCONNECT

RPM ROTATIONS PER MINUTE

GBPS GIGABYTES PER SECOND

GSA GENERAL SERVICE ADMINISTRATION

MP MEGA PIXELS

MPTL MODULAR PLUG TERMINATED LINK

IR INFRARED

DIN DEUTSCHES INSTITUT FUR NORMUNG

(GERMAN INSTITUTE FOR STANDARDIZATION)

BMS BALANCED MAGNETIC SWITCH

KAIC THOUSAND AMPERE INTTERUPTING CAPACITY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

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E-001

A N

D A

N S

W . Y

O U

N G

W . Y

O U

N G

C H

R S

2Q R

K D

N D

E N D

2Q R

Pl an s-

VESTIBULE

RECEPTION /

TELLER WINDOW

103LARGE

CONFERENCE

ROOM

ADMIN OFFICE

ADMIN. OFFICE

115 ADMIN. OFFICE

"OUT-OF-PLAY"

COM. ROOM

"IN-PLAY" COM.

ROOM

WOMENS

RESTROOM

MENS

RESTROOM

KITCHENETTE /

CAFETERIA

CONSULAR

OFFICE

ELEV. SHAFT

STAIR

CORRIDOR

CONSULAR

OFFICE

CONSULAR

OFFICE

ATRIUM

PP-OUT

PP-IN

PP-OUT

1,5 PP-OUT

PP-OUT

1,5

OU-2OU-1

A A

PP-OUT

1. FOR SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES, SEE

SHEET E-001.

2. FOR PANEL SCHEDULES, SEE SHEETS E-601.

3. FOR ELECTRICAL ONE-LINE, SEE SHEET E-601.

4. PROVIDE #10 AWG COPPER CONDUCTORS FOR HOMERUNS

EXCEEDING 100 FEET IN LENGTH AND #8 AWG COPPER

CONDUCTORS FOR HOMERUNS EXCEEDING 150 FEET IN LENGTH

UNLESS OTHERWISE NOTED.

5. ALL INTERIOR CONDUIT TO BE GRC UNLESS NOTED OTHERWISE.

6. ALL RECEPTACLES TO BE RECESSED AND EQUPPIED WITH A COVER

TO PROTECT FROM DIRT/DEBRIS.

7. ALL RECEPTACLES AND CONDUIT ARE TO BE INSTALLED WITHIN THE

WALLS OF THE BUILIDNG FOR PROTECTION AGAINST BLASTING.

GENERAL NOTES

"OUT-OF-PLAY"

COM. ROOM

"IN-PLAY" COM.

ROOM

PP-OUT

PP-IN

OU-2OU-1

A A

PP-OUT

10,12PP-OUT

PP-IN

1,3

PP-IN

PP-OUT

15,17,19

PP-OUT

16,18,20

US Army Corps of Engineers ®

SHEET ID

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E-101

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1/8" = 1'-0"A1 FIRST FLOOR POWER PLAN

KEY NOTES

1 MINIMUM 24" X 2" X 1/4" TGB SEE SHEET E-501 FOR GROUNDING

SYSTEM DIAGRAM.

2 MINIMUM 24" X 4" X 1/4" MGB SEE SHEET E-501 FOR GROUNDING

SYSTEM DIAGRAM & MGB DETAIL.

3 VERIFY CONNECTION/TERMINATION REQUIREMENTS OF HVAC

EQUIPMENT WITH MECHANICAL CONTRACTOR. SEE SHEET M-101

FOR DETAILS.

4 DEDICATED RECEPTACLE FOR IN-PLAY WORKSTATION FOR VSS

SYSTEM. RECEPTACLE TO CONNECT TO UPS LOCATED IN THE

IN-PLAY TELECOM CABINET VIA CORD AND PLUG END. SEE SHEET

TY-106 FOR WORKSTAION AND IN PLAY CABINET ELEVATION.

3/8" = 1'-0"A5

FIRST FLOOR POWER PLAN-TELECOM

ROOMS

K D

N D

E N D

2Q R

Pl an s-

LOBBY

USAID OPEN

OFFICE

303 OFFICE

SCIF

305AOFFICE

OFFICE

STAIR

ELEV. SHAFT

ATRIUM

"BUBBLE"

305B

PP-OUT

11 PP-OUT

OFFICE

1. FOR SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES, SEE

SHEET E-001.

2. FOR PANEL SCHEDULES, SEE SHEETS E-601.

3. FOR ELECTRICAL ONE-LINE, SEE SHEET E-601.

4. PROVIDE #10 AWG COPPER CONDUCTORS FOR HOMERUNS

EXCEEDING 100 FEET IN LENGTH AND #8 AWG COPPER

CONDUCTORS FOR HOMERUNS EXCEEDING 150 FEET IN LENGTH

UNLESS OTHERWISE NOTED.

5. ALL INTERIOR CONDUIT TO BE GRC UNLESS NOTED OTHERWISE.

6. ALL RECEPTACLES TO BE RECESSED AND EQUPPIED WITH A COVER

TO PROTECT FROM DIRT/DEBRIS.

7. ALL RECEPTACLES AND CONDUIT ARE TO BE INSTALLED WITHIN THE

WALLS OF THE BUILIDNG FOR PROTECTION AGAINST BLASTING.

GENERAL NOTES

OFFICE

216 RSO OFFICE

OFFFICE

OFFICE

POL-ECON

OFFICE

POL-ECON

OFFICE

POL-ECON

OFFICE

CORRIDOR

PUBLIC AFFAIRS

OFFICE

PUBLIC AFFAIRS

OFFICE

STAIR

ELEV. SHAFT

ATRUIM

PP-OUT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

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D B

C H

D B

E D

C O

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E-102

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1/8" = 1'-0"A5 THIRD FLOOR POWER PLAN

1/8" = 1'-0"A1 SECOND FLOOR POWER PLAN

K D

N D

E N D

2Q R

Pl an s-

#3/0

GENERAL NOTES

1. EQUIPMENT TO BE FURNISHED & INSTALLED BY

NOLIN RECC. SEE SHEET EU001 FOR DIVISION OF

RESPONSIBILITY.

2. COORDINATE ROUGH-IN WITH NOLIN RECC. SEE

SHEET EU001 FOR DIVISION OF RESPONSIBILITY.

SEE SHEET EU502 FOR POWER DUCTBANK DETAIL.

3. TRANSITION POINT FROM PVC TO GRC 5' OUTSIDE

THE BUILDING WALL LINE IN ORDER TO ADDRESS

BUILDING SETTLING.

1. SEE SHEET EU001 FOR EXTERIOR SITE NOTES AND DIVISION

OF RESPONSIBILITY.

2. SEE SHEET EU501 FOR DUCT BANK DETAILS.

3. SEE SHEET SERIES CU FOR SITE DRAWINGS.

4. FAULT CURRENT AMP INTERRUPTING CAPACITIES ARE

MINIMUM. IF STANDARD EQUIPMENT RATING IS GREATER,

PROVIDE STANDARD RATING.

5. PROVIDE FULL LENGTH 100% RATED NEUTRAL BAR AND A

GROUNDING BAR IN EACH SECTION OF THE

SWITCHBOARD/PANELBOARDS. PROVIDE MAIN BONDING

JUMPER IN ACCORDANCE WITH NFPA 70 PARAGRAPH 250.24

(B).

6. PROVIDE ADDITIONAL SPARES AND SPACES AS SHOWN ON

PANEL SCHEDULES ON THIS SHEET.

7. PROVIDE SURGE PROTECTION FOR EITHER THE CIRCUIT OR

THE PANEL THE CIRCUIT IS CONNECTED TO FOR ALL CIRCUITS

EXITING THE BUILDING SUCH AS BUT NOT LIMITED TO

EXTERIOR LIGHTING AND CATV EQUIPMENT CIRCUITS. NOT

ALL REQUIRED SURGE PROTECTIVE DEVICES (SPDS) ARE

SHOWN IN PANEL SCHEDULES. SPDS MAY BE REQUIRED IN

ADDITONAL LOCATIONS BASED ON FINAL EQUIPMENT

INSTALLED AND ITS LOCATION. SURGE PROTECTIVE DEVICES

SHALL BE FED BY A DEDICATED BREAKER AND INSTALLED

EXTERNAL TO PANELBOARDS IN A SEPARATE ENCLOSURE

AND EXTERNAL TO DISTRIBUITION EQUIPMENT OR IN A

SEPARATE METAL CLAD COMPARTMENT OF THE

DISTRIBUITION EQUIPMENT.

8. THE CONTRACTOR SHALL SUBMIT ARC FLASH CALCULATIONS

BASED ON THE INSTALLED EQUIPMENT SIZINGS, RATINGS,

ARRANGEMENTS, AND SETTINGS. THE CALCULATIONS SHALL

BE EXECUTED IN EASYPOWER AND SUBMITTED AS PART OF

THE FAULT CURRENT AND PROTECTIVE COORDINATION

STUDY ALONG WITH THE SYSTEM MODEL. CONTRACTOR

SHALL PROVIDE ARC FLASH LABELS ON ALL PANELS

INDICATING THE ARC FLASH HAZARD LEVEL BASED ON THE

RESULTS FROM THE COORDINATION STUDY. ADJUST AIC

RATINGS OF EQUIPMENT REQUIRED BASED ON ACTUAL

EQUPMENT RATINGS. IMPENDANCE OF TRANSFORMER

AFFECTS RATING.

9. SERIES RATED AND PLUG-IN CIRCUIT BREAKERS ARE

UNACCEPTABLE.

10. PROVIDE ARC FLASH ANAYLYSIS AND WARNING SIGNS ON

SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL

PANELS, METER SOCKET ENCLOSURES, AND MOTOR

CONTROL CENTERS AS REQUIRED PER NFPA 70 (NEC)

ARTICLE 110.16. REFERENCE NFPA 70 ARTICLE 110.16, NFPA

70E ARTICLE 130.3, AND UFC 3-560-01, ELECTRICAL SAFETY,

O & M.

11. PROVIDE ELECTRONIC TRIP BREAKERS WITH LSI SETTINGS

FOR ALL SWITCHBOARD/ PANELBOARD BREAKERS SERVING

SUB-PANELS.

SPD

22KAGROUND BAR,

IN ENCLOSURE

EXTERNAL

GROUND

SYSTEM

2 31

MAIN

100A/3P

METERED MAIN DISTURIBUTION PEDESTAL, 100A, 208/120V, 22 KAIC, 3 PHASE, WITH FULL NEUTRAL & GROUND BUSES, NEMA 3R

EXISTING POWER POLE.

CONTRACTOR TO PROVIDE

DUCTS AND ITEMS SHOWN ON

DRAWINGS AS CONTRACTOR

PROVIDED.

FUSE

208V

12.47 KV

KEY NOTES

RANGE 5 TRANSFORMER

75 KVA UTILITY

TRANSFORMER WITH

METER, CT

COMPARTMENT, AND ALL

RELATED COMPONENTS

PROVIDED

(SIZED FOR FUTURE

EXPANSION)

8 A

ID# FEEDER SCHEDULE

(1) SET OF (4-#2, 1-#8 G IN 2" SCHEDULE 40 PVC)

(1) SETS OF (3-#4, 1-#6 G IN 1-1/4" SCHEDULE 40 PVC)

(4) 4" SCHEDULE 40 PVC CONDUIT

(1) SET OF (4-#2, 1-#8 IN 4" SCHEDULE 40 PVC)

EXISTING RANGE 4

TRANSFORMER PAD.

NEWLY FURNISHED

CONDUIT TO CONNECT TO

EXISTING CONDUIT.

PANEL

PP-OUT

PANEL

PP-IN

A/ 3P

NEMA 3R ENCLOSURE

MANUAL SWITCH, 4-POLE,

PROVIDED BY CONTRACTOR

(BASIS OF DESIGN: PSI

MTSBBGTB)

GENERATOR

HOOKUP

CABINET

4 (1) SET OF (4-#2, 1-#8 IN 2" GRC)

US Army Corps of Engineers ®

SHEET ID

U S

Y C

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E-601

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E-

N E

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W . Y

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2Q R

NTSC5 ONE-LINE DIAGRAM

GENERATOR HOOKUP CABINET

MAIN DISTRIBUTION PEDESTAL

Notes:

Total Est. Demand Current: 38 A

HEAT 2810 VA 2810 VA Total Conn. Current: 42 A SPEC 3593 VA 2156 VA Total Est. Demand: 13608 VA RCPT 7740 VA 7740 VA Total Conn. Load: 15044 VA

LIGHTS 974 VA 974 VA

Load Classification Connected Load Estimated Demand Panel Totals

Total Amps: 44 A 42 A 40 A Total Load: 5293 VA 5008 VA 4745 VA

23 24

21 SPEC, CCTV POLES 1,2,3 20 A 1 270 VA 22

19 468 VA 468 VA 20

17 468 VA 468 VA 18

HEAT, OU-2 20 A 3

468 VA 468 VA

3 20 A HVAC, OU-1

13 RCPT, 306, 305, 304, CORR 20 A 1 360 VA 974 VA 1 20 A LIGHT, EXT LIGHTS 14

11 RCPT, -313, 312, 311, 303, 302, CORR,... 20 A 1 1080 VA 1664 VA 12

9 RCPT, - 310, 309, 307, CORR 20 A 1 900 VA 1664 VA

2 20 A SPEC, OUT-PLAY DATA RACK

7 RCPT, 212, 210, 209, 208, CORR 20 A 1 900 VA 1080 VA 1 20 A RCPT, 215, 214, 213, 203, 202, 201 8

5 RCPT, 118, 117, 116, 115, CORR 20 A 1 720 VA 360 VA 1 20 A RCPT, 112, 113 6

3 RCPT, 108,107,105,CORR 20 A 1 360 VA 900 VA 1 20 A RCPT, 111,110,109,106 4

1 RCPT, 121,104,103,100,CORR 20 A 1 540 VA 540 VA 1 20 A RCPT, - 207, 206, 205, 204, CORR 2

CKT Load Name Trip Poles A B C Poles Trip Load Name CKT

Notes:

Enclosure: NEMA 1 MCB Rating: 60 A Mounting: SURFACE Wires: 4 Mains Rating: 100 A

Supply From: Phases: 3 Mains Type: MAIN CB Location: "OUT-OF-PLAY" COM. ROOM 113 Volts: 120/208 Wye A.I.C. Rating: 10,000 AMPS SYMMETRICAL

Branch Panel: PP-OUT

Notes:

Total Est. Demand Current: 6 A

Total Conn. Current: 10 A Total Est. Demand: 2105 VA Total Conn. Load: 3508 VA

SPEC 3508 VA 2105 VA

Load Classification Connected Load Estimated Demand Panel Totals

Total Amps: 16 A 16 A 2 A Total Load: 1664 VA 1664 VA 180 VA

23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8

5 SPEC, IN-PLAY ACS CABINET 20 A 1 180 VA 6

3 1664 VA 4

SPEC, IN-PLAY DATA RACK 20 A 2 1664 VA 2

CKT Load Name Trip Poles A B C Poles Trip Load Name CKT

Notes:

Enclosure: NEMA 1 MCB Rating: 60 A Mounting: SURFACE Wires: 4 Mains Rating: 100 A

Supply From: Phases: 3 Mains Type: MAIN CB Location: "OUT-OF-PLAY" COM. ROOM 113 Volts: 120/208 Wye A.I.C. Rating: 10,000 AMPS SYMMETRICAL

Branch Panel: PP-IN

K D

N D

E N D

2Q R

Pl an s-

A A

PP-OUT

#2 BARE

COPPER WIRE

TO GROUND

ROD

FINISHED GRADE

GROUNDING

STUD

COVERED

HANDHOLE

#8 BARE COPPER

GROUNDING WIRE

TO LIGHT FIXTURE

CONDUIT & WIRING AS

SHOWN ON DRAWINGS

SEE "LIGHT

POLE BASE

DETAIL" THIS

SHEET.

SEE THIS SHEET

FOR THE LIGHTING

FIXTURE TYPE A

DETAIL

SQUARE STRAIGHT

ALUMINUM POLE WITH

DARK BRONZE FINISH

FOR CONTINUATION

SEE DRAWINGS

FINISHED GRADE

2" CHAMFER

3/4" X 8'-0"

COPPERWEL

D GROUND

ROD

2" MIN.

POLE

CONDUIT. SEE

SITE PLANS

(TYP.)

#2 BARE COPPER

GROUNDING

CONDUCTOR

CONCRETE BASE WITH 12

4 BARS VERTICAL SPACED

AT 30° AND WITH #2 TIES

12" O.C. 19" DIAMETER

ANCHOR BOLTS

AND TEMPLATE

PROVIDED WITH

POLE

3' -0

-0

FOR AC AND AF FIXTURES

2'-0" DIA.

4'-0" DIA.

FEATURES

LAMP TYPE: LED, 4000K

PROFILE: 25,871 LUMENS @ 2.03 A

OPTICS: 5WQ, HIGH-EFFICIENCY,

INJECTION-MOLDED ACCULED

LAMP LIFE: 416,000 HOURS

DRIVER: LED 0-10V

GENERAL

HOUSING: HEAVY-WALL, DIE-CAST ALUMINUM

MOUNTING: POLE MOUNTED

ELECTRICAL: 120 V

FINISH: POLYESTER POWDER COAT

1. FOR SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES REFER

TO SHEET EU001.

2. FOR PANEL SCHEDULES REFER TO SHEETS E-601.

3. COORDINATE LIGHTING SEQUENCE OF OPERATIONS AND SWITCH

LOCATIONS WITH CONTRACTING OFFICER.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTROLS

SENSORS, CABLING, AND ANY OTHER PROVISIONS REQUIRED TO

IMPLEMENT A FULLY FUNCTIONAL LIGHTING SYSTEM AS

DESCRIBED IN THIS DESIGN.

5. ALL WIRING SHALL BE 2-#2 AWG + 1-#12 AWG GND IN 1/2" PVC

UNLESS OTHERWISE NOTED OR REQUIRED DUE TO VOLTAGE

DROP.

GENERAL NOTES

FEATURES

TECHNOLOGY: PROGRAMMABLE NETWORK

TIME CLOCK

16 PROGRAMMABLE EVENTS PER DAY

OPTIONS

NOM. DIMENSIONS 197 mm x 127 mm x 76 mm

GENERAL DESCRIPTION

HOUSING: CASE, NEMA 1, DRAWN STEEL,

SIDE HNGED DOOR WITH LOCK AND KEY

MOUNTING: WALL MOUNTED

ELECTRICAL: 120V

FINISH: PAINTED GRAY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

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D B

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EU101

N G

W . Y

O U

N G

W . Y

O U

N G

C H

R S

2Q R

1/16" = 1'-0"A1 EXTERIOR LIGHTING PLAN

N.T.SA6 SITE LIGHTING POLE

N.T.S.A8 SITE LIGHTING POLE BASE

1 1/2" = 1'-0"F6 FIXTURE TYPE A KEY NOTES

1 FIXTURE TO BE MOUNTED IN ACCORDANCE WITH MANUFACTURERS

INSTRUCTIONS. SEE POLE DETAIL ON THIS SHEET. (TYPICAL)

2 PROVIDE PROGRAMMABLE TIMECLOCK FOR EXTERIOR LIGHTING

CONTROL. SEE DETAIL D8 ON THIS SHEET.

12" = 1'-0"D8 WALL MOUNTED TIME CLOCK

K D

N D

E N D

2Q R

Pl an s-

GENERAL SHEET NOTES

SHEET KEYNOTES

3. SEE SHEET SERIES CU101-CU115 FOR SITE DRAWINGS.

2. SEE SHEET EU001 FOR DIVISION OF RESPONSIBILTY.

DISCREPENCIES PRIOR TO INSTALLATION.

SHOULD BE NOTIFIED OF ANY CONFLICTS OR

ALL EXISTING UTILITIES. THE CONTRACTING OFFICER

COORDINATING ALL UTILITIES AND FIELD VERIFYING

1. THE CONTRACTOR IS RESPONSIBLE FOR

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

U E D

A T

S O

A T

N N

C O

N T

R A

C T N

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L O

L E D

T R

M A

R T

U T

H E

R K

G J

R P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F T

K N

O X T

R A

G T

A R

G E

T S

T R

U C

T U

R E

F T

K N

O X

K E

N T

U C

K Y

P N

Y P

L O

L E

K E

N T

U C

K Y

CERTIFIED FINAL

Y O

U N

Y O

U N

G W

Q R

A N

S I

J A

N U

A R

M A

A M

E N

D M

E N

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

EU503

Y O

U N

Y O

U N

E L E

C T

A L U

Y D

E T

ROUTE 4

" RACEWAYS

TO "OUTPLAY" TELECOM

RACK. TERMINATE FIBER

IN SEPERATE BUILKHEAD ON

FAR RIGHT IN FIBER TERMINATION

CABINET. TERMINATE POWER

WITH CORD AND CAP AND PLUG INTO

RACK MOUNT UPS.

RANGE 4 OFFICE

POLE #1 POLE #2 POLE #3

PTZ POE+

(TYPICAL)

MEDIA CONVERTER

WITH SFP TO RJ-45

IN RESPECTIVE SWITCH

FURNISH POWER

(TYPICAL)

POLE #1 POLE #2

"OUT-PLAY"

SM OSP LOOSE TUBE

IN 1-1/4" HDPE WITH POWER.

SEE CU SHEETS FOR ADDITIONAL INFORMATION

2 SM OSP LOOSE TUBE

SEE SHEE CU11X

(2) #8, (1) #12 G

2 SM OSP LOOSE TUBE

SEE SHEE CU11X

2 SM OSP LOOSE TUBE

SEE SHEE CU11X

FURNISH AND INSTALL MEDIA CONVERTERS

WITH SFP'S IN RANGE FOUR OFFICE AND FURNISH

CAT6 PATCH CABLES TO CONNECT TO OWNER'S

EXISTING SECURITY SYSTEM. COORDINATE LICENSES

FOR CONTINUATION

SEE SHEET TY601

DATA RACK

POLE #3

4. SEE DETAIL A1 ON THIS SHEET FOR POLE DETAIL.

3. SEE SHEET CU114 FOR POLE #3 LOCATION.

2. SEE SHEET CU113 FOR POLE #2 LOCATION.

1. SEE SHEET CU112 FOR POLE #1 LOCATION.

TARGET TRAINING STRUCTURE

4 4 4

POLE AND POLE MOUNTED PTZ CAMERA ONE-LINE

NTS

OUTPLAY EXTERIOR BACKBONE

NTS

POLE AND POLE MOUNTED PTZ CAMERA DETAIL

NTS

(TYPICAL)

CAT6 IN 3/4" GRC

CAMERA ON POLE.

MOUNT GROUND 180 DEGREE FROM

CONNECTED TO POLE BUTT PLATE.

STAPLED ENTIRE LENGTH OF POLE

2' AIR TERMINAL.WITH #4 SOLID CU

CAMERA ON POLE.

MOUNT GROUND 180 DEGREE FROM

CONNECTED TO POLE BUTT PLATE.

STAPLED ENTIRE LENGTH OF POLE

2' AIR TERMINAL.WITH #4 SOLID CU

45' WOODEN CLASS 3 SP UTILITY POLE

TERMINATED WITH MEYRS HUBS

3/4" GRC WITH SUPPORTS AT 4'

-SURGE ARRESTOR EARTHED

-120V DUPLEX OUTLET

-POWER SUPPLY FOR INJECTOR

-20AMP TOGGLE SWITCH AND FUSE

-CAT6 TO CAMERA WITH MPTLS

-90W MIDSPAN POWER INJECTOR

-MEDIA CONVERTER WITH SPF MODULE

-FO SPLICE TRAY AND PIGTAIL

HOLD INTERNAL COMPONENTS

FCB CHNF N4X SIZED TO

DEPTH WITH KO AND COMPLY WITH NESC.

OTHER THAN FIRM SOIL COORDINATE BURIAL

BURIAL DEPTH TO 6.5'. IF SOIL CONDICTIONS

OVER EXISTING MULTIMODE FIBER.

OWNER TO PATCH POLE MOUNT CAMERAS

MEDIA CONVERTER PAIR TO ALLOW SYSTEM

FURNISH SEPERATE SWITCH AND MULTIMODE

WORKSTATION AND COMMISSION.

INSTALL NVR AND SOFTWARE AND VIEWING

TO CONNECTING TO TARGET STRUCTURE.

NEW SWITCH WITH SINGLE MODE SFP

TO RANGE 4 OFFICE

FOR POLE CAMERAS AND PATCH

PATCH IN FIBER OPTIC PATCH PANEL

STRUCTURE

MODE SFP CONNECTING TO TARGET

NEW MEDIA CONVERTER WITH SINGLE

WITH SYSTEM OWNER. (TYPICAL)

J S

C H

E N

K E

N F

E L

D E

W A

L T

E R

24 STRAND SINGLE MODE FIBER IN 1-1/4" PE

PATCH FIBER THROUGH

CIRCUIT 22

TO PANEL PP-OUT

ROUTE CONDUCTORS

(2) #8, (1) #12 G (2) #8, (1) #12 G

2Q R

Pl an s-

F B

A A

202322

C B

5 6

7 8

A A

D B

B B

D J

C B

5 6

GENERAL NOTES

1. SEE SHEET E-001 FOR TELECOMMUNICATIONS LEGEND AND

SYMBOLS.

2. SEE SHEET TY601 FOR IN-PLAY/OUT-PLAY VSS ONE-LINE DIAGRAM.

3. SEE SHEET TY501 AND TY502 FOR VSS DETAIL SHEET.

4. INSTALL OUT-PLAY CAMERA SYSTEM INCLUDING CABLING,

CONDUIT, OUT-PLAY CABINET, AND OUT-PLAY CAMERAS. ROUGH-IN

IN-PLAY CAMERA SYSTEM CABLING, CONDUIT, AND IN-PLAY

CABINET. THE IN-PLAY CAMERAS ARE TO BE INSTALLED BY

OTHERS.

5. ALL PENETRATIONS ARE TO BE PROPERLY FIRESTOPPED.

RESEALABLE, RE-ENTERABLE, MECHANICAL FIRESTOPPING

ASSEMBLIES MUST BE USED FOR ALL FLOOR SLEEVES AND FOR

PENETRATIONS OF FIRE RATED WALLS.

6. ALL CONDUITS, RACKS, CABLE TRAYS TO BE PROPERLY BONDED

AND GROUNDED.

7. ALL HORIZONTAL CABLING TO BE CAT6 RATED AND CMP LISTED

WITH BLUE CABLE JACKET UNLESS OTHERWISE NOTED.

8. CONDUITS ARE DRAWN DIAGRAMATICLLY. CONTRACTOR IS

RESPONSIBLE FOR DETERMINING BEST POSSIBLE PATH AND

ORIENTATION OF CONDUIT. JUNCTION BOXES ARE TO BE PARTIAL

EXPOSED FOR ACCESSIBLITY.

9. ALL CONDUIT IS TO BE INCASED/RECESSED WITHIN THE BUILIDNG

STRUCTURE UNLESS NOTED OTHERWISE.

10. SEE SHEET TY502 FOR ACS CONDUIT SCHEDULE.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

N O

X, K

G T

R E

, F Y2

1, P

3/16/2021 3:19:44 PM

C:\Users\H2EDDWCY\Documents\477836_v2018_TrainingTargetStructure_E_H2EDDWCY.rvt

TY101

W V

R S

C H

W . Y

O U

N G

2Q R

1/8" = 1'-0"A5 SECOND FLOOR TELECOMM PLAN

1/8" = 1'-0"A1 FIRST FLOOR TELECOMM PLAN

KEY NOTES

1 SEE DETAIL A5 ON SHEET TY103 FOR EQUIPMENT LAYOUT.

2 CAT6 CABLEING WITH ENTER CABLE TRAY AND DISTRIBUTE TO DATA

RACKS.

3 IN-PLAY ROUGH-IN AND OUT-PLAY CAMERAS ARE TO BE MOUNTED

ABOVE DOORWAYS AND/OR CORNERS IN ACCORDANCE WITH SHEET

TY502 DETAIL A5. SEE TY601 FOR ONE-LINE. (TYP)

4 IN-PLAY ROUGH-IN AND OUT-PLAY CAMERAS ARE TO BE MOUNTED

ON WALLS/SURFACES IN ACCORDANCE WITH SHEET TY502 DETAIL

A1. SEE TY601 FOR ONE-LINE. (TYP)

5 SEE SHEET TY502 DETAIL E1 FOR OUT-PLAY CAMERA DETAIL. (TYP)

6 SEE SHEET TY502 DETAIL E5 FOR IN-PLAY ROUGH-IN DETAIL. (TYP)

K D

N D

E N D

2Q R

Pl an s-

A A

33 35

3 4

37 38

PTZ CONNECTION FURNISH

POE+ PORT OR 60W INJECTOR

(TYPICAL)

GENERAL NOTES

1. SEE SHEET E-001 FOR TELECOMMUNICATIONS LEGEND AND

SYMBOLS.

2. SEE SHEET TY601 FOR IN-PLAY/OUT-PLAY VSS ONE-LINE DIAGRAM.

3. SEE SHEET TY501 AND…

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File details come from the government source that posted it. Updated Mar 18, 2021.