Attachment 9 -ASBUILT DWGS - Shelter Electrical 2.pdf

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VKAG 18-1041

CONSTRUCT SECONDARY DISTRIBUTION FOR

AIRCRAFT SHELTERS, 10218, P2

15 FEB 2018

1" = 800'

CENME

VKAG 18-1041

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LOCATION PLAN

SCALE: 1"=800'

FINAL DETERMINATION REVEALS NO PRIME OR UNIQUE

FARMLAND ON THE BASE

NOTE

BASE CONTRACTING

BASE CIVIL ENGINEER

GATE 2 (SLOCUMB GATE)

CONTRACTOR'S

STORAGE AREA

GATE 1 (BERKELEY GATE)

VISITOR'S CENTER

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. 9°-22'W

JUN 11

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PROJECT LOCATION

DRAWING INDEX

DWG NO SHT NO DESCRIPTION

G-1 1 LOCATION PLAN AND DRAWING INDEX

C-1 2

RAMP SITE AND UTILITY PLAN

E-1 3

SITE CONDUIT PLAN

E-2 4

SITE CONDUIT PLAN AND DETAILS

E-3 5

ELECTRICAL SERVICE B

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TRENCHING AND DUCTBANK DETAILS

E-5 7

EQUIPMENT MOUNTING DETAILS

HAUL ROUTE

GATE 3 (OAK FOREST GATE)

AS-BUILT

SCALE

FACILITY

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H v:\PROJECTS\FY-18\vkag 18-1041\vkag 18-1041 as-built\VKAG 18-1041 C-1.dwg

15 FEB 2018

AS-SHOWN

CENME

VKAG 18-1041

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10032

LEGEND:

GROUNDING / TIE DOWN POINT

SANITARY SEWER

STORM DRAINAGE

WATER LINE

EXISTING ELECTRICAL UNDERGROUND

ENTRY CONTROL POINT

10739

10740

10741

10721

10722

10723

10724

10725

10726

10742

10743

10744

10745

10746

NOTES:

1. REPLACE ANY TIE DOWNS REMOVED OR DESTROYED DURING CONSTRUCTION.

2. MINIMUM DISTANCE FROM TIEDOWN CENTER POINT TO AN UNDOWELED JOINT IS 914 MM (3'). WHEN TIE

DOWNS OCCUR 914MM (3') FROM SINGLE POINT, ORIENT BAR PARALLEL WITH THE JOINT. IF CENTER POINT

OCCURS 914MM (3') FROM ADJACENT JOINTS, ORIENT BAR PARALLEL WITH EITHER JOINT.

3. BAR WILL BE 32MM (1.25") ASI 4130.

TIEDOWN AND GROUNDING POINT, SECTION A-A

SCALE: 1-1/2"=1'

36"

5"

3" RADIUS

(NOTE 3)

#5 REBAR, FOUR

EACH WAY, TYP

10' LONG

3/4" COPPER

GROUND ROD

(CADWELD TO

STEEL)

#1/0 BARE

COPPER

C1

TIEDOWN AND GROUNDING POINT, PLAN

SCALE: 1-1/2"=1'

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ELECTRICAL SERVICE AREA "B"

SCALE: 1" = 40'

ABBREVIATIONS:

A AMPERES

AFI AIR FORCE INSTRUCTION

AFF ABOVE FINISHED FLOOR

COMM COMMUNICATION

HDPE HIGH-DENSITY POLYETHYLENE

MECH MECHANICAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

RM ROOM

SCH SCHEDULE

THW THERMOPLASTIC HEAT AND WATER RESISTANT INSULATED WIRE

THWN THERMOPLASTIC HEAT AND WATER RESISTANT NYLON COATED

UFC UNIFIED FACILITIES CRITERIA

V VOLTS

XFMR TRANSFORMER

ELECTRICAL LEGEND:

ELECTRICAL CONDUIT ROUTE - UNDERGROUND

TRANSFORMER (EXISTING)

GENERAL NOTES:

1. ALL CONDUIT BELOW AIRFIELD PAVEMENTS TO BE DIRECTIONALLY BORED

UNLESS OTHERWISE NOTED. UNDERGROUND CONDUIT SHALL BE SMOOTHWALL

SCH 80 HDPE.

2.COORDINATE LOCATION OF BORING PITS WITH CONTRACTING OFFICER.

3.CONTRACTOR TO IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES.

UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPREHENSIVE.

4.MAINTAIN 10" HORIZONTAL AND 18" VERTICAL SEPARATION BETWEEN ALL OTHER

UTILITIES.

5.ALL WORK TO COMPLY WITH NFPA 70, AFI 21-136, UFC 3-550-01, UFC 3-530-01,

UFC 3-260-01 AND T.O. 00-25-172.

6.ALL LOW VOLTAGE WIRING SHALL BE COPPER, STRANDED, 600V, TYPE THW OR

THWN UNLESS OTHERWISE NOTED.

7.COORDINATE LOCATION OF HANDHOLES WITH CONTRACTING OFFICER.

8.DISCONNECT SWITCH, TOP OF HANDLE 6'-6" AFF.

RESTRICTED AREA BOUNDARY ENTRY CONTROL

POINT

40'

40' 120'

1"=40'

NEW COMMUNICATION CONDUIT ROUTE - UNDERGROUND

BORE DEPTHS - H-11 TO BLDG 4538

PIN DEPTH PIN DEPTH

1 3'-9" 2 4'-10"

3 5'-6" 4 6'-6"

5 7'-8" 6 8'-6"

7 9'-10" 8 10'-1"

9 10'-4" 10 10'-11"

11 11'-4" 12 11'-5"

13 11'-3" 14 11'-2"

15 11'-0" 16 10-6"

17 9'-8" 18 9'-4"

19 8'-9" 20 8'-6"

21 7'-8" 22 6'-0"

23 4'-10" - -

BORE DEPTHS - H-11 TO I-11

PIN DEPTH PIN DEPTH

1 3'-6" 2 4'-8"

3 6'-10" 4 7'-7"

5 8'-11" 6 9'-8"

7 10'-6" 8 10'-8"

9 10'-8" 10 10'-5"

11 10'-3" 12 10'-2"

13 9'-9" 14 9'-3"

15 9'-1" 16 8'-10"

17 9'-0" 18 8'-8"

19 8'-6" 20 8'-8"

21 8'-10" 22 8'-3"

23 8'-1" 24 7'-6"

25 6'-10" 26 5'-10"

27 3'-9" - -

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MAG. VAR. 9°-34'W

MAR '17

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*NOTE: TYPICAL DISTANCE

BETWEEN PINS = 10'-0"

10741

H-13

10742

H-12

10743

H-11

10744

H-10

10745

H-9

10746

H-8

10740

H-14

10722

I-12

10723

I-11

10724

I-10

10726

I-8

10721

I-13

10725

I-9

*NOTE: TYPICAL DISTANCE

BETWEEN PINS = 10'-0"

MECH

RM

400A DISCONNECT

INSTALL 400A

DISCONNECT

EXISTING

XFMR

T4538

ELECTRICAL

HANDHOLE

100 AMP DISCONNECT

& PANEL B-1 TO BE

INSTALLED ON

UNISTRUT RACK

400A PANEL

INSTALL 2-100A

3 POLE BREAKERS

2-1/2" CONDUIT

OVERHEAD IN

HANGER BAY

COMM HANDHOLE

WALL MOUNTED

DRY TYPE

TRANSFORMER

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15 FEB 2018

AS SHOWN

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VKAG 18-1041

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MAG. VAR. 9°-34'W

MAR '17

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40'

40' 120'

1"=40'

GENERAL NOTES:

1. 1 CONDUCTORS PER PHASE UTILIZING A #8 COPPER CONDUCTOR WILL

LIMIT THE VOLTAGE DROP TO 2.04% OR LESS WHEN SUPPLYING 7.21

AMPS FOR 490 FEET ON A 208 VOLT SYSTEM. (LIGHTS AT FURTHEST

SHELTER) 10740 & 10746.

2. 1 CONDUCTORS PER PHASE UTILIZING A #10 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 2.58% OR LESS WHEN SUPPLYING

3.0 AMPS FOR 490 FEET ON A 120 VOLT SYSTEM. (RECEPTS AT

FURTHEST SHELTER) 10740 & 10746.

3. 1 CONDUCTORS PER PHASE UTILIZING A #10 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 2.55% OR LESS WHEN SUPPLYING

7.21 AMPS FOR 350 FEET ON A 208 VOLT SYSTEM. (LIGHTS AT SECOND

FURTHEST SHELTER) 10745 & 10741.

4. 1 CONDUCTORS PER PHASE UTILIZING A #10 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 1.60% OR LESS WHEN SUPPLYING

3.0 AMPS FOR 350 FEET ON A 120 VOLT SYSTEM. (RECEPTS AT 2ND

FURTHEST SHELTER) 10745 & 10741.

5. 1 CONDUCTORS PER PHASE UTILIZING A #10 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 1.33% OR LESS WHEN SUPPLYING

7.21 AMPS FOR 210 FEET ON A 208 VOLT SYSTEM. (LIGHTS AT 1ST

FURTHEST SHELTER) 10744 & 10742.

6. 1 CONDUCTORS PER PHASE UTILIZING A #12 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 1.58% OR LESS WHEN SUPPLYING

3.0 AMPS FOR 210 FEET ON A 120 VOLT SYSTEM. (RECEPTS AT 1ST

FURTHEST SHELTER) 10744 & 10742.

7. 1 CONDUCTORS PER PHASE UTILIZING A #14 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 1.94% OR LESS WHEN SUPPLYING

7.21 AMPS FOR 120 FEET ON A 208 VOLT SYSTEM. (LIGHTS IN SHELTER

WHERE PANEL IS LOCATED) 10743 (#12 WILL BE USED).

8. 1 CONDUCTORS PER PHASE UTILIZING A #14 COPPER CONDUCTOR

WILL LIMIT THE VOLTAGE DROP TO 1.40% OR LESS WHEN SUPPLYING

3.0 AMPS FOR 120 FEET ON A 120 VOLT SYSTEM. (RECEPTS IN SHELTER

WERE PANEL IS LOCATED) 10743 (#12 WILL BE USED).

PER SHELTER AMP IS:

(1.25*150W/208V*8QTYLIGHTS+180VA/120*QTYRECPT)*(1 SHELTER)=10.21 AMPS.

(1.25*150W/208*8+180/120*2)*(1 SHELTER)=10.21 AMPS.

150 WATT LIGHTS (ON SPEC SHEET) NO 208 VOLT GIVEN CONTINUOUS LOAD 1.25

MULTIPLY.

10.21A*7 SHELTERS = 71.47 AMPS

71.47 AMPS/(3 PHASE) = 23.81 AMPS PER EACH PHASE

LIGHTS = 7.21 AMPS

RECEPTACLES 3 AMPS

1 CONDUCTORS PER PHASE UTILIZING A #1 COPPER CONDUCTOR WILL LIMIT THE

VOLTAGE DROP TO 1.01% OR LESS WHEN SUPPLYING 23.82 AMPS FOR 340 FEET ON

A 208 VOLT SYSTEM.

FOR ENGINEERING INFORMATION ONLY:

110.0 AMPS RATED AMPACITY OF SELECTED CONDUCTOR

0.1427 OHMS RESISTANCE (OHMS PER 1000 FEET)

0.046 OHMS REACTANCE (OHMS PER 1000 FEET)

2.2880000000000003 VOLTS MAXIMUM ALLOWABLE VOLTAGE DROP AT 1.1%

2.083 ACTUAL VOLTAGE DROP LOSS AT 1.01% FOR THE CIRCUIT.

0.9 POWER FACTOR

= (8)-150 WATT EXPLOSION PROOF/WP LED FLOODLIGHTS W/ MOUNTING

HARDWARE PER SHELTER (TYP)

= (2)-20A, 125V TWO GANG EXPLOSION-PROOF/WP RECEPTACLES PER SHELTER,

48" AFF (TYP)

= (1)-20A, TWO POLE, 120-277V EXPLOSION PROOF/WP SNAP

SWITCH PER SHELTER, 48" AFF (TYP)

= JUNCTION BOX

PANEL #1 (10743/H-11)

CKT CKT

1 H-12 LIGHTS 2 H-9 LIGHTS

3 H-12 LIGHTS 4 H-9 LIGHTS

5 H-11 LIGHTS 6 H-8 LIGHTS

7 H-11 LIGHTS 8 H-8 LIGHTS

9 H-10 LIGHTS 10 H-13 LIGHTS

11 H-10 LIGHTS 12 H-13 LIGHTS

13 H-14 LIGHTS 14 H-10 RECEPTS

15 H-14 LIGHTS 16 H-11 RECEPTS

17 H-9 RECEPTS 18 H-14 RECEPTS

19 H-12 RECEPTS 20 H-13 RECEPTS

21 SPACE 22 H-8 RECEPTS

*PANEL #1 IS 120/208 FED FROM PANEL

LOCATED WITHIN BUILDING 4538.

PANEL #2 (10723/I-11)

CKT CKT

1 I-12 LIGHTS 2 I-9 LIGHTS

3 I-12 LIGHTS 4 I-9 LIGHTS

5 I-11 LIGHTS 6 I-8 LIGHTS

7 I-11 LIGHTS 8 I-8 LIGHTS

9 I-10 LIGHTS 10 I-13 LIGHTS

11 I-10 LIGHTS 12 I-13 LIGHTS

13 SPACE 14 I-10 RECEPTS

15 SPACE 16 I-11 RECEPTS

17 I-9 RECEPTS 18 SPACE

19 I-12 RECEPTS 20 I-13 RECEPTS

21 SPACE 22 I-8 RECEPTS

*PANEL #2 IS 120/208 FED FROM SHELTER PANEL

LOCATED WITHIN BUILDING 4538.

ABBREVIATIONS:

A AMPERES

AFF ABOVE FINISHED FLOOR

CKT CIRCUIT

G GROUND

MECH MECHANICAL

RECEPTS RECEPTACLES

TYP TYPICAL

V VOLT

W/ WITH

WP WATER PROOF

ELECTRICAL LEGEND:

S

G

RECEPT 2#10 1#12G

PANEL 1 - CKT 18

CLASS i SW (TYP)

1 PER SHELTER

RECEPT 2#10 1#12G

PANEL 1 - CKT 20

RECEPT 2#10 1#12G

PANEL 1 - CKT 19

UNDERGROUND

DIRECTIONAL BORE

PHASE I (NOTE 1)

RECEPT 2#12 1#12G

PANEL 1 - CKT 16

IN GROUND

PULL BOX

RECEPT 2#12 1#12G

PANEL 1 - CKT 14

RECEPT 2#10 1#12G

PANEL 1 - CKT 17

RECEPT 2#10 1#12G

PANEL 1 - CKT 22

RECEPT 2#10 1#12G

PANEL 2 - CKT 20

RECEPT 2#10 1#12G

PANEL 2 - CKT 19

RECEPT 2#10 1#12G

PANEL 2 - CKT 22

RECEPT 2#10 1#12G

PANEL 2 - CKT 17

RECEPT 2#12 1#12G

PANEL 2 - CKT 14

RECEPT 2#12 1#12G

PANEL 2 - CKT 16

LIGHTS 2#10W/G

PANEL 2 - CKT 2,4

LIGHTS 2#8W/G

PANEL 2 - CKT 6,8

LIGHTS 2#10W/G

PANEL 2 - CKT 9,11

LIGHTS 2#12W/G

PANEL 2 - CKT 5,7

LIGHTS 2#10W/G

PANEL 2 - CKT 1,3

LIGHTS 2#10W/G

PANEL 2 - CKT 10,12

LIGHTS 2#8W/G

PANEL 1 - CKT 6,8

LIGHTS 2#10W/G

PANEL 1 - CKT 2,4

LIGHTS 2#10W/G

PANEL 1 - CKT 9,11

LIGHTS 2#12W/G

PANEL 1 - CKT 5,7

LIGHTS 2#10W/G

PANEL 1 - CKT 1,3

LIGHTS 2#10W/G

PANEL 1 - CKT 10,12

LIGHTS 2#8W/G

PANEL 1 - CKT 13,15

10741

H-13

10742

H-12

10743

H-11

10744

H-10

10745

H-9

10746

H-8

10722

I-12

10723

I-11

10724

I-10

10726

I-8

10721

I-13

10725

I-9

10740

H-14

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G

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G

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G

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PANEL #1

(SEE DETAIL 1 - SHEET E-5)

ELECTRICAL

HANDHOLE

COMM HANDHOLE

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15 FEB 2018

AS-SHOWN

CENME

VKAG 18-1041

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10032

SERVICE "B" RISER

NOTES:

1. BRANCH CKT WIRING METHOD SHALL BE

NTP-THREADED INTERMEDIATE METAL CONDUIT

(IMC).

2. SECURE/SUPPORT CONDUIT TO SHELTER FRAME.

3. ALL ENCLOSURES/EQUIPMENT INSIDE SHELTER

SHALL BE LISTED FOR CLASS 1, DIVISION 2 HAZ

LOCATIONS AS REQUIRED BY THE NATIONAL

ELECTRIC CODE (NEC).

4. BOXES AND FITTINGS NOT REQUIRED TO BE

EXPLOSIONPROOF ENCLOSURES SHALL CONTAIN

NO ARCING DEVICES; ADDITIONALLY, THESE

ENCLOSURES MUST COMPLY WITH NEC ARTICLE 501

PART III THAT IDENTIFIES THE GENERAL PURPOSE

ENCLOSURES THAT ARE ALLOWED IN CLASS I,

DIVISION 2 LOCATIONS.

5. CONDUITS ENTERING AN EXPLOSIONPROOF

ENCLOSURE REQUIRE A SEALING FITTING WITHIN 18

INCHES OF THE CONDUIT ENTRANCE. SIX INCH

CONDUITS SHALL BE REQUIRED WHERE LISTED TO

ALLOW ADDITIONAL CAPACITY FOR FUTURE USE.

6. USE BOXES, JUNCTIONS, AND CONDUIT AS

REQUIRED TO WIRE EACH LIGHT FIXTURE, TOGGLE

SWITCH, AND RECEPTACLES IN EACH RESPECTIVE

SHELTER. SIZE CONDUITS IAW NEC.

7. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE

ALL CONDUCTORS SIZES USING NFPA 70 & UFC

3-501-01 AND RESIZE CONDUCTORS AS NECESSARY

WITH ALLOWANCE FOR EXTRA CAPACITY.

8. CONTRACTOR IS REQUIRED TO PROVIDE A PANEL

SCHEDULE ON FOR CONSTRUCTION DRAWINGS.

E3

EXTERIOR OF BUILDING

500 KVA 277/480

3-250 MCM

4" CONDUIT

USE EXISTING SPARE

4" CONDUIT TO

INSTALL NEW

FEEDERS.

INTERIOR OF BUILDING

MOUNT AT

EXISTING

SERVICE

INSTALL 400 AMP

SHELTER DISCONNECT #2

AT HANGER WALL

FUSE AT 225 AMP

INSTALL 2 100 AMP 3 POLE

BREAKERS

LOCATED AT CORNER OF HANGER

400 AMP MLO 120/208

ELECTRICAL HANDHOLE

RACEWAYS TO LOAD AS DESCRIBED ON SHEET E-2.

EXPLOSION PROOF 100AMP DISCONNECT

RUN 2.5 CONDUIT WITH 3-350 MCM

2.5 CONDUIT

W/ 3-4/0

3.5" CONDUIT

W/ 4 500 MCM

AND GRND

2 SETS 4-2/0 IN

2" CONDUIT

INSTALL 4-#1 WITH GROUND

INSTALL 400A SE

RATED DISCONNECT

FUSED AT 300 AMP

RUN 2.5 CONDUIT WITH 3-350 MCM

RUN 2.5 CONDUIT WITH 3-350 MCM

EXISTING

480/277

AMP

SERVICE

FUSED AT 225 FOR

INRUSH ENCLOSED

CB WITH ADJ TRIP

MAY BE REQUIRED.

EXISTING

TRANSFORMER

T4538

BEHIND HANGAR

PROVIDE SERVICE

GROUNDING AS

REQUIRED BY NEC

2 SIX INCH CONDUITS DIRECTIONAL

BORE TO AIRCRAFT SHELTERS

(TYPICAL OF 2 LOCATIONS

INSTALL 6 INCH SEAL OFF AT HANGER

REDUCE DOWN TO 2" TO PANEL

TYPICAL OF 2 LOCATIONS

ROUTE NEW FEEDER THROUGH

EXISTING 1200 SWITCH GEAR TO

AVOID EXISTING OVERHEAD

OBSTRUCTION

150 KVA 480V-120/208

WALL MOUNTED TRANSFORMER

480V-120/208

208*400*1.732/1000 = 144KVA

EXPLOSION PROOF 3 PHASE 100 AMP

PANEL SHELTER H-11

ELECTRICAL SERVICE "B" TO SHELTER PANELS

UNDER PARKING APRON

SHELTER

DISCONNCT #1

SHELTER PANEL

EXTERIOR OF BUILDING

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H v:\PROJECTS\FY-18\vkag 18-1041\vkag 18-1041 as-built\VKAG 18-1041 E-4.dwg

15 FEB 2018

AS-SHOWN

CENME

VKAG 18-1041

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10032

TRENCHING AND DIRECTIONAL

BORING NOTES:

1. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES

ENCOUNTERED IN HIS WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE TO REPLACE ANY CURB AND GUTTER, SIDEWALK,

ASPHALT, ETC.. THAT IS DAMAGED BY HIS WORK, AT NO ADDITIONAL

COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

2. THE SATISFACTORY FILL MATERIAL SHALL BE PLACED AND

COMPACTED IN 6" LIFTS TO 95% OF CE 26 MAXIMUM DENSITY.

PLACING AND COMPACTING OF THE SATISFACTORY FILL SHALL BEGIN

AS SOON AS THE CONCRETE IS FIRM ENOUGH TO ALLOW FOOT

TRAFFIC, WITHOUT DISPLACEMENT. SATISFACTORY FILL FOR THE

TRENCH UNDER THE ASPHALT SHALL BE SC, SP, SW, OR THE ABC

MATERIAL REMOVED DURING EXCAVATION.

3. AREAS OF DEMOLITION SHOWN ARE APPROXIMATE. CONTRACTOR

SHALL FIELD DETERMINE EXACT WIDTH AND QUANTITY OF

DEMOLITION REQUIRED.

4. THE CONTRACTOR SHALL MINIMIZE THE INCONVENIENCE TO THE

BASE PERSONNEL, DURING ALL CONSTRUCTION, THE CONTRACTOR

SHALL MAINTAIN TRAFFIC FLOW TO BASE PERSONNEL.

5. DIRECTIONAL BORING SHALL COMPLY WITH UFC 3-550-01 WITH

SPECIAL ATTENTION GIVEN TO PARAGRAPH 3-11.4 AND APPENDIX B.

UFC 3-550-01 REQUIRES A MINIMAL DIRECTIONAL BORING DEPTH OF

24 INCHES UNDER ASPHALT PAVEMENT AND NONPAVEMENT

COVERED AREAS FOR VOLTAGES UNDER 6OO VOLTS; HOWEVER,

MINIMAL DEPTH UNDER AIRFIELD PAVEMENTS SHALL BE 48" IAW

DETAILS 2 & 6 ON THIS DRAWING. CONTRACTOR IS RESPONSIBLE TO

DETERMINE APPROPRIATE DEPTH OF BORING REQUIRED TO AVOID

DAMAGING 10' X 3/4" TIEDOWN/GROUNDING RODS AND ALL OTHER

UNDERGROUND UTILITIES. (SEE CIVIL DRAWING C1)

6. CONCRETE SLABS TO BE REMOVED SHALL BE SAW CUT, FULL DEPTH

AROUND THE PERIMETER ADJACENT TO CONCRETE PAVEMENT AND 1

FOOT INSIDE OF THE ENTIRE PERIMETER ADJACENT TO CONCRETE

OR ASPHALT PAVEMENT. ALL DEBRIS SHALL BE REMOVED BY

CONTRACTOR AND DISPOSED OF OFF BASE. THE CONTRACTOR

SHALL EXERCISE EXTREME CAUTION TO INSURE NO DAMAGE

OCCURS TO SLABS OR ASPHALT PAVEMENT ADJACENT TO SLABS

BEING REPLACED.

7. WHERE SLABS ARE REMOVED, THE REMOVED SECTION SHOULD BE

RECTANGULAR WITH LENGTH ≤ (1.25 X WIDTH).

TYPICAL DUCTBANK SECTION

NOT TO SCALE

NOTE:

DEPTH MAY BE VARIED TO AVOID EXISTING UTILITIES

E4

ASPHALT/PAVEMENT CONDUIT TRANSITION

NOT TO SCALE

E4

TRANSITION FROM UNDER GROUND TO SHELTER

NOT TO SCALE

E4

REPAIR AIRFIELD CONCRETE PAVEMENTS (FULL DEPTH)

NOT TO SCALE

E4

FOREIGN OBJECT DEBRIS FENCE DETAIL

NOT TO SCALE

E4

JT SEALANT DETAIL (BACKER MATERIAL) FOR AIRFIELD PAVEMENT

NOT TO SCALE

E4

M

I N

NCDOT SF-9.5A SURFACE THICKNESS TO

MATCH EXISTING ASPHALT

COMPACTED FILL

EXISTING

EARTH

8" CONCRETE 3000 PSI

OVER TRENCH 12" PAST

TRENCH EACH SIDE

6" SCHEDULE 40 HDPE WHEN

CONCRETE ENCASED

3000 PSI

CONCRETE

BACKFILL

6" ALL SIDES

VARIES

EXISTING ASPHALT

MAGNETIC

MARKING

TAPE

6" MIN DIAMETER

HDPE - LESS THAN

1,000 V

CONCRETE ENCASED SCH 40 HDPE PER

NEC AND AFJMAN 32-1080 GUIDANCE

LISTED HDPE-PVC ELECTROFUSION TYPE

COUPLING USE APPROVED REAMING

MEANS TO REMOVE SHARP EDGES PRIOR

TO JOINING CONDUITS

NEW BEND

RADIUS NOT TO

EXCEED

MANUFACTURERS

RECOMMENDATION

AND 5%

OVALIZATION

48" MIN BELOW SURFACE OF PAVEMENT ALL

VOLTAGE CLASSES LESS THAN 34.5KV (NOMINAL)

HDPE CONDUIT

TRANSITION - LAYOVER

TO CONNECT TO PVC

EXTEND CONCRETE

ENCASEMENT

TO PAVEMENT EDGE OR

UNTIL HDPE

MIN DEPTH FROM GROUND

LEVEL IS ACHIEVED

ASPHALT THICKNESS TO

MATCH EXISTING

TO HANDHOLE

ASPHALT

PAVEMENT

TO SHELTER

AIRFIELD PAVEMENT COVERED AREA

TRANSITION TO

AIRFIELD PAVEMENT

15"-18"

AIRFIELD PAVEMENT

THICKNESS

6" SCH 80 HDPE CONDUIT APPROVED/LISTED

FOR DIRECTIONAL BORING

PAINT & OIL

DRILL & EPOXY

DEFORMED TIE BARS

DOWEL IF JOINT WAS ORIGINALLY

DOWELED OR IF REPAIR IS 1/3 OR

MORE OF SLAB WIDTH

DRILL & EPOXY

NEW CONCRETE

650 PSI

FLEXURAL

CONCRETE

(15"-18" THICK)

RE-ESTABLISH LONGITUDINAL

JOINT DOWELS

REFERENCE:

TM 5-822-9/AFM 88-6, CHAPTER 10, REPAIR OF RIGID

PAVEMENTS USING EPOXY RESIN GROUTS, MORTARS

AND CONCRETE

TM 5-822-9/AFM 88-6, CHAPTER 3, RIGID PAVEMENTS

FOR AIRFIELD DATED AUGUST 1988 FOR DOWEL AND

TIE BAR SIZE AND SPACING

ACI 503R-80, "USE OF EPOXY COMPOUNDS WITH

CONCRETE" FOR GUIDANCE ON BONDING

UNHARDENED CONCRETE TO HARDENED CONCRETE.

15"-18"

AIRFIELD PAVEMENT

THICKNESS

R 48"

90°

6" GALVANIZED RMC

HDPE TO RMC

6" GALVANIZED RMC, 90°

SWEEP, RADIUS (R) = 48"

6" SCH 80 HDPE CONDUIT APPROVED/CERTIFIED

FOR DIRECTIONAL BORING

48" MIN ALL

VOLTAGES

CONDUIT

SEAL

INSTALL 6" TO 3" EXPLOSION

PROOF REDUCER

WARNING LIGHT (LOCATE 16' 0C)

TO CONSTRUCTION

FENCE SUPPORTS

2"X4"

(PRESSURE TREATED)

MAINTENANCE AND REPAIR OF THE FOD FENCE AND FLASHING LIGHTS SHALL BE BY THE

CONTRACTOR ON A CONTINUAL BASIS AND SHALL BE TO THE SATISFACTION AND EXTENT

AS DIRECTED BY THE CONTRACTING OFFICER. CONTRACTOR SHALL CONSTRUCT AND

SECURE FOD FENCE FABRIC AND FRAMES TO WITHSTAND 35 TO 45 MPH GUSTS OF

NOTE:

ENGINE BLAST. EACH SECTION OF FENCE SHALL BE SECURED TO ADJACENT SECTIONS.

2"x4" 12GA. WWF

COVERED WITH BURLAP

MESH, STAPLED

4' O.C.

CMU (AS REQUIRED)

BATTERY OPERATED FLASHING

CMU (AS REQUIRED)

W

D

T

AIRFIELD PAVEMENT

SURFACE

POURED JOINT SEALER

BACKER

MATERIAL

JOINT BOTTOM

INITIAL SAWCUT

OR INSERT

W = WIDTH OF SEALANT RESERVOIR (SEE TABLE)

D = DEPTH OF SEALANT (1.0 TO 1.5 X W)

T = DEPTH OF INITIAL SAWCUT

a. 1/4 SLAB THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES

b. 3 INCHES FOR PAVEMENTS 12-18 INCHES

c. 1/8 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES

*DESIGNER MAY WANT TO CONSIDER REQUIRING 1/4 SLAB THICKNESS

TABLE

JOINT SPACING

FT

WIDTH. IN.

MIN MAX

< 25 1/2 5/8

25-50 1/4 7/8

>50 1.0 1-1/8

NOTES:

1. SEPARATING TAPE OR NONABSORBENT TAPE REQUIRED TO PREVENT JOINT SEALANT FROM

FLOWING INTO SAWCUT, TO SEPARATE NON-COMPATABLE MATERIALS AND TO PREVENT JOINT

SEALANTS FROM BONDING TO BOTTOM OF RESERVOIR.

2. TOP OF SEALANT WILL BE 1/8-IN. TO 1/4-IN. BELOW TOP OF PAVEMENT.

3. COMPRESSION SEAL MUST BE IN COMPRESSION AT ALL TIMES.

REFERENCE: TM5-825-3/AFM 88-8, CHAPTER 3, RIGID PAVEMENTS FOR AIRFIELDS.

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H v:\PROJECTS\FY-18\vkag 18-1041\vkag 18-1041 as-built\VKAG 18-1041 E-5.dwg

15 FEB 2018

AS-SHOWN

CENME

VKAG 18-1041

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10032

PANEL #2 SCHEDULE

NOT TO SCALE

E5

SHELTER CONDUIT RUN DETAIL

NOT TO SCALE

E5

EQUIPMENT CONFIGURATION ON COLUMN

NOT TO SCALE

E5

TYPICAL SHELTER EQUIPMENT LAYOUT DETAIL

NOT TO SCALE

E5

PANEL #1 SCHEDULE

NOT TO SCALE

E5

PANEL

TERMINAL

HOUSING W/

REMOVABLE

GLAND PLATES

NEW BRANCH PANELS SHALL

BE CONFIGURED WITH MAN

POWER FEED FROM BOTTOM

AND BRANCH CIRCUITS

EXITING FROM TOP

100A

208Y/120V

3-PHASE

BRANCH

PANEL

WP/EP

CONDUIT FILL SHALL BE IAW

NEC. ALL CONDUIT SHALL BE

THREADED NTP IMC UNLESS

OTHERWISE NOTED. PROVIDE

CONDUIT SEALS AS REQUIRED

FOR CLASS I, DIV 2 (ABOVE

RAMP) AND CLASS I, DIV 1

(UNDER SHELTER PAVEMENT).

INSTALL CONDUIT HUBS

IAW MANUFACTURES

RECOMMENDATION

CONDUIT

SEAL

LIGHTING BRANCH CKTS

CONV. RECEPTACLE BRANCH CKTS

GALVANIZED "STRUT"

METAL FRAMING

SYSTEM TO SUPPORT

EQUIPMENT

4 IN. SQUARE HOLLOW

GALVANIZED STEEL END

POSTS WITH FLANGED

BASE AND CLOSED TOP

E3

E4

100 A

DIS-

CONNECT

WP/EP

ANCHOR TO AIRFIELD

PAVEMENT

EXISTING AIRCRAFT RATED

PAVEMENT 15-18 INCHES

GALVANIZED

RMC

ONE(1)-20A, TWO POLE, 120-277V

EXPLOSION PROOF/WP SNAP

SWITCH PER SHELTER (APPLETON

CONTENDER SERIES FACTORY

SEALED TUMBLER SWITCH

EDS318 OR EQUAL)

EIGHT(8)-150 WATT

EXPLOSION

PROOF/WP LED

FLOODLIGHTS W/

MOUNTING

HARDWARE PER

SHELTER

TWO(2)-20A, 125V

TWO GANG

EXPLOSION-PROOF/WP

RECEPTACLES PER

SHELTER

[CROUSE-HINDS ENR

32201 OR EQUAL

AND MATING PLUG

ENR 32201 OR EQUAL]

NOTE: DEMOLISH

ALL EXISTING

PANEL BOARDS,

LIGHTS, CONV

RECEPTACLES AND

LIGHT SWITCHES.

JUNCTION BOX

BRANCH PANEL &

DISCONNECT

PANEL #1 IN SHELTER(10743/H-11) SERVING SHELTERS 10740 - 10746 NEW WORK

CKT

LOAD

KVA

DESCRIPTION PH N G CB A B C CB PH N G DESCRIPTION

LOAD

KVA

CKT

1 .59

H-12 LIGHTS #10 #10 #12 20

5.77

20 #10 #10 #12 H-9 LIGHTS

.59 2

3 .59 5.77 .59 4

5 .59

H-11 LIGHTS #12 #12 #12 20

5.77

20 #8 #8 #10 H-8 LIGHTS

.59 6

7 .59 5.77 .59 8

9 .59

H-10 LIGHTS #10 #10 #12 20

5.77

20 #10 #10 #12 H-13 LIGHTS

.59 10

11 .59 5.77 .59 12

13 .59

H-14 LIGHTS #8 #8 #10 20

5.88 20 #12 #12 #12 H-10 RECEPTS .36 14

15 .59 5.88 20 #12 #12 #12 H-11 RECEPTS .36 16

17 .36 H-9 RECEPTS #10 #10 #12 20 6 20 #10 #10 #12 H-14 RECEPTS .36 18

19 .36 H-12 RECEPTS #10 #10 #12 20 6 20 #10 #10 #12 H-13 RECEPTS .36 20

21 0 SPARE 20 3 20 #10 #10 #12 H-8 RECEPTS .36 22

PNL #1

208Y/120V

MAINS:

10,000

MLO

AIC

3 PHASE 4 WIRE

100 AMP MAX

LOAD TYPE

( R ) CONV REC

( L ) LIGHTING

CONNECTED

21 100%

40.39 125%

DEMAND

61.39 125%TOTAL

MULTI-BLDG FACTOR 70% 50.04

21 MOUNT: SURFACE

50.49 NEMA: WP, CLASS 1 DIV 2 EXPLOSIONPROOF

71.49 MAN/MODEL# COOPER CROUSE-HINDS D2LCS342G OR EQUAL

PHASE A

PHASE B

PHASE C

PANEL TOTALS

4.03 KVA

3.67 KVA

3.08 KVA

23.42 AMPS

20.42 AMPS

17.54 AMPS

0 FED FROM: NEW PANEL BLDG 4538

PANEL #2 IN SHELTER(10723/I-11) SERVING SHELTERS 10721 - 10726 NEW WORK

CKT

LOAD

KVA

DESCRIPTION PH N G CB A B C CB PH N G DESCRIPTION

LOAD

KVA

CKT

1 .59

I-12 LIGHTS #10 #10 #12

20 5.77 20

#10 #10 #12 I-9 LIGHTS

.59 2

3 .59 20 5.77 20 .59 4

5 .59

I-11 LIGHTS #12 #12 #12

20 5.77 20

#8 #8 #10 I-8 LIGHTS

.59 6

7 .59 20 5.77 20 .59 8

9 .59

I-10 LIGHTS #10 #10 #12

20 5.77 20

#8 #8 #10 I-13 LIGHTS

.59 10

11 .59 20 5.77 20 .59 12

13 0 SPARE 20 3 20 #12 #12 #12 I-10 RECEPTS .36 14

15 0 SPARE 20 3 20 #12 #12 #12 I-11 RECEPTS .36 16

17 0.36 I-9 RECEPTS #10 #10 #12 20 3 20 SPARE 0 18

19 0.36 I-12 RECEPTS #10 #10 #12 20 6 20 #10 #10 #12 I-13 RECEPTS .36 20

21 0 SPARE 20 3 20 #10 #10 #12 I-8 RECEPTS .36 22

PNL #2

208Y/120V

MAINS:

10,000

MLO

AIC

3 PHASE 4 WIRE

100 AMP MAX

LOAD TYPE

( R ) CONV REC

( L ) LIGHTING

CONNECTED

18 100%

34.62 125%

DEMAND

52.62 125%TOTAL

MULTI-BLDG FACTOR 70% 42.89

18 MOUNT: SURFACE

43.28 NEMA: WP, CLASS 1 DIV 2 EXPLOSIONPROOF

61.28 MAN/MODEL# COOPER CROUSE-HINDS D2LCS342G OR EQUAL

PHASE A

PHASE B

PHASE C

PANEL TOTALS

3.44 KVA

3.08 KVA

2.72 KVA

20.54 AMPS

17.54 AMPS

14.54 AMPS

FED FROM: NEW PANEL BLDG 4538

JUNCTION BOX

TO/FROM ADJACENT

SUN SHELTER OR

DISTRIBUTION PANEL

(IF NECESSARY)

JUNCTION BOX

BRANCH PANELS

& DISCONNECTS

(AS NECESSARY)

TO/FROM ADJACENT SUN SHELTER OR

DISTRIBUTION PANEL (IF NECESSARY)

FOR UNDERGROUND

CONNECTION FROM

TRANSFORMER

(AS NECESSARY)