ACPh1RTAPlansVol120171109_-_Part_17_of_17.pdf

PDF 10 MB Posted Nov 16, 2017

Attached to: Aircraft Apron and Airfield Site Improvements
Solicitation number: W9123617R0001
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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AC_Ph1_RTA_Plans_Vol1_2017_11_09: Due to large files of Plans Volume 1, a total of 17 parts will be attached for Plans Volume 1: 17 of 17

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File	Type	Posted
ACPh1RTAPlansVol120171109_-_Part_10_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_13_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_14_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_7_or_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_2_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_3_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_15_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_4_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_16_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_1_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_8_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_9_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_6_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_11_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_12_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109_-_Part_5_of_17.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol320171109.pdf	PDF	Nov 16, 2017
AC_RTA_Geotech_Horiz_2017-07-12.pdf	PDF	Nov 16, 2017
W91236-17-R-0001_Aircraft_Apron_Airfield_Site_Improvement.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol220171109.pdf	PDF	Nov 16, 2017
ACPh1RTAPlansVol120171109.zip	ZIP file	Nov 16, 2017
ACPh1RTASpecsPart320171109.pdf	PDF	Nov 16, 2017
ACPh1RTASpecsPart120171109.pdf	PDF	Nov 16, 2017

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UED

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UC/US/TV

UC/US/TVTVUC

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HH-UG-5,IV

R S

N S5S5

R S5 5

W S 5S

HH-UG-6,VII

UG-6,VIII

HH-UG-6,VIII 3

APPROXIMATE LOCATION

OF ODUS LIFT STATION

R S

S2 S2

R S

R 1 S

5 T

HH-UG-2,IV

MH-UG-2,IV

S S

S S1P

CPB-UG-6,VII

CHH-UG-6,III

C H

H -U

G -6

,II

CPB-UG-6, VII

S4S4

CENTRAL

ELECTRICAL

PLANT - WEST

(BLDG 2) CMH-UG-2, IV

R S

HH-UG-6,VIII

W S

ES105

S S

S4S4 S2S2

S2S2

GUARD HOUSE (BLDG1)

HH-UG-6, VIII

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET ES112

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SHEET ID

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

ES105

L S

N P

1- E

dw g

NOTES THIS SHEET:

COORDINATE CONNECTION OF SITE

DISTRIBUTION DUCTBANK WITH

BUILDING SERVICE STUB-OUT.

CONDUITS PLACED FIRST SHALL BE

PLACED, SEALED, LOCATED AND

LOCATION RECORDED FOR LATER

USE. TO EXTEND EXISTING CONDUITS,

CONTRACTOR SHALL EXPOSE

EXISTING CONDUITS AND PROVIDE

APPROVED METHOD OF CONNECTION

PRIOR TO ENCASEMENT.

HANDHOLE AND PATHWAY PROVIDED

FOR CONNECTION OF FUTURE

SECURITY GATE.

COORDINATE POWER CONNECTION

WITH OLD DOMINION UTILITY

SERVICES.

S S S S

S S S S S S S S S S S S

SS S

S S S S S

SSE

S S S S S S

S S

SSSSSS

S S

SCALE 1" : 20'

ENLARGED PLANA

07/12/2017

40'

SCALE:1"= 20'

0 20'

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UC/US

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UC/US

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18+00 19+00

20+00 21+00 22+00 23+00 24+00 X

X X X

X X X X X X X X X X X X X X X X X X X

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FW FW FW FW FW FW FW FW FW

FW FW

MH-UG-2,IV

S S

SSSSSS

MH-UG-2,IV

S S S S S

S S

S S S

S S

X S S

S S

SSS SS S

S S S S S

S S

S S S

CMH-UG-2, III CMH-UG-2, IIIV

SSS

S S

S S S

SS S

S S S S

SSS SS S

FUTURE ADMIN

BUILDING BY OTHERS

FUTURE HANGER

BY OTHERS

APPROXIMATE

LOCATION OF FUTURE

MAIN ELECTRICAL

ROOM

APPROXIMATE

LOCATION OF FUTURE

TELECOMMUNICATIONS

ENTRANCE FACILITY

(TEF)

S S1S

S1 S2S2S2 S2

S2S2S2S2 S

S1S S1

S S1S

S1 S2S2S2S2

S2S2S2 S2 S

S1S S1

Q S

CMH-UG-2,IV

S 3 S

4 S 4S

2 S

SS3S3

S4S4S4S4 S2S2S2S2

S1SS1S

S2S2S2S2

S1SS1S

S2S2S2S2

SS5

SS2

SS1

60'

SCALE:1"= 30'

0 30'

SHEET ID

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

MATCH LINE, SEE SHEET ES112

1 EXTEND TO 5' BEHIND CURB LINE.

COORDINATE CONNECTION OF SITE

DISTRIBUTION DUCTBANK WITH BUILDING

SERVICE STUB-OUT. CONDUITS PLACED

FIRST SHALL BE PLACED, SEALED,

LOCATED AND LOCATION RECORDED FOR

LATER USE. TO EXTEND EXISTING

CONDUITS, CONTRACTOR SHALL EXPOSE

EXISTING CONDUITS AND PROVIDE

APPROVED METHOD OF CONNECTION

PRIOR TO ENCASEMENT.

COORDINATE CONNECTION OF SITE

DISTRIBUTION DUCTBANK WITH GATE

CONNECTION.

ES106

L S

P 1-

E S

dw g

M A

E , S

E E

S H

E E

T E

M A

E , S

E E

S H

E E

T E

07/12/2017

H N

O N

O D

UC/US

U E

UC/US

UC/US UCUS

S U

C /U

UC/US

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D U E

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X X X X X X X

X X X X X X X X X X X

X X X

E E

E E E E E E E E E E

MH-UG-2,IV MH-UG-2,IV

S S S S

S S

S S S

S S

SFS

S S

S SS

S S

S S S

S5 W

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S2S2

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S2 S2

S2 S

S2 S2

S2 S2 S2

S2S2

CMH-UG-2, III

CHH-UG-5, IV

FUTURE HANGER

BY OTHERS

S2 S

FIRE PUMP

HOUSE

(BLDG 4)

S2A

CENTRAL

ELECTRICAL

PLANT - EAST

(BLDG 3)

1S2

S S1

S2 S2 S1S1

S1S1

S S

S2 S1 S2

S S

S2 S1 S2

X A C

HH-UGS-IV

MH-UG-2,IV

S S

SS2

S S

SS S

S S

S S5

S S S

S2 S2

S2 S5

S5 S5 S S S S

S S S S

SS SS

S S

S S S

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SSS

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SCALE:1"= 30'

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

M A

E , S

E E

S H

E E

T E

NOTES THIS SHEET:

EXTEND TO 5' FROM BUILDING

LIMIT. COORDINATE CONNECTION

OF SITE DISTRIBUTION DUCTBANK

WITH BUILDING SERVICE

STUB-OUT. CONDUITS PLACED

FIRST SHALL BE PLACED, SEALED,

LOCATED AND LOCATION

RECORDED FOR LATER USE. TO

EXTEND EXISTING CONDUITS,

CONTRACTOR SHALL EXPOSE

EXISTING CONDUITS AND PROVIDE

APPROVED METHOD OF

CONNECTION PRIOR TO

ENCASEMENT.

FIRE PUMP CONTROLLER

FEEDERS. REFER TO FIRE PUMP

HOUSE AND CES EAST

ELECTRICAL SHEET FOR

COORDINATION INFORMATION.

ES107

L S

P 1-

E S

dw g

MATCH LINE, SEE SHEET ES113

REFER TO CIVIL SHEETS FOR UTILITY LOCATIONS.

COORDINATE UNDERGROUND ELECTRICAL LOCATIONS

WITH ALL UNDERGROUND SYSTEMS.

UTILITY NOTE:

07/12/2017

H N

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CATV

C A

40+00

40+79 40+79

HH-UG-5, IV

FUTURE ADMIN

BUILDING BY OTHERS

FUTURE HANGER

BY OTHERS

S N

HH-UG-6,

HH-UG-5, IV

P S4S4

S4S4

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

L S

ES112

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET ES106

M A

E , S

E E

S H

E E

T E

M A

E , S

E E

S H

E E

T E

NOTES THIS SHEET:

COORDINATE CONNECTION OF SITE

DISTRIBUTION DUCTBANK WITH GATE

CONNECTION.

07/12/2017

H N

O N

O D

U C

/U S

X X

XXXXXXXX

X X

XXXXXXXX

X X

W S5S5 5

S2S2 S S1

AGSE/STORAGE/COVERED

PARKING (BLDG 5)

FUTURE HANGAR

BY OTHERS

OIL/WATER

SEPARATOR

U E

AS2

S1 PANEL "LV-51"

CONDUIT SEAL, LOCATE PER

NEC ARTICLE 500-504.

OIL/WATER SEPARATOR

ALARM PANEL, 120V

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET ES107

SHEET ID

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A R

M Y

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N E

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C H

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KEY PLAN

SCALE: 1"=1000'

O N

C O

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M A

R K

D E

S C

N D

US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

ES113

L S

P 1-

E S

dw g

NOTES THIS SHEET:

EXTEND TO 5' FROM BUILDING LIMITS.

COORDINATE CONNECTION OF SITE

DISTRIBUTION DUCTBANK WITH BUILDING

SERVICE STUB-OUT. CONDUITS PLACED

FIRST SHALL BE PLACED, SEALED,

LOCATED AND LOCATION RECORDED FOR

LATER USE. TO EXTEND EXISTING

CONDUITS, CONTRACTOR SHALL EXPOSE

EXISTING CONDUITS AND PROVIDE

APPROVED METHOD OF CONNECTION

PRIOR TO ENCASEMENT.

PROVIDE LEVEL DETECTION CONTROL

CABLE PER MANUFACTURER'S

REQUIREMENTS. SEAL CONDUITS AS

REQUIRED PER NEC ARTICLE 500.504.

ROUTE TO OIL/WATER SEPARATOR ALARM

PANEL IN AGSE/STORAGE BUILDING.

M A

E , S

E E

S H

E E

T E

07/12/2017

H N

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F I L

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F I L

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B E

1 2 3 4 5

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M I T

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O J E

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PHASE 1

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L Y

US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

ES501

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H C

M C

J S

07/12/2017

SAND BACKFILL

I N

1. WHEN MORE THAN ONE DUCT/CONDUIT IS INSTALLED,

MAINTAIN A MINIMUM SEPARATION BETWEEN

DUCTS/CONDUITS OF 2".

NOTES:

DIRECT BURIED DUCT/CONDUIT DETAIL

NO SCALE

4" TOPSOIL OR

SHOULDER

PAVEMENT

FINISHED

GRADE

6" WIDE PLASTIC WARNING TAPE

STATING "BURIED ELECTRIC LINE

BELOW"

BACKFILL MATERIAL AND

COMPACTION AS SPECIFIED IN

CONTRACT DOCUMENTS

2" PVC SCH. 40 WITH

CONDUCTORS AS

REQUIRED

T O

#1/0 BARE COPPER

COUNTERPOISE,

INSTALLATION ABOVE CONDUIT OR DUCT BANK

GRADE

CENTERLINE, CONDUIT OR DUCT BANK

REPLACE TURF, AS NEEDED

PRIMARY CABLE IN CONCRETE DUCTBANK

COPPER CLAD GROUND ROD

3/4" x 10'

AND GROUND ROD INSTALLTION DETAIL

NO SCALE

1. PROVIDE GROUND RODS SPACED MAXIMUM 300FT.

NOTES:

BACKFILL MATERIAL AND

COMPACTION AS

SPECIFIED IF TRENCH

METHOD USED.

12"

6" WIDE PLASTIC WARNING TAPE STATING

"BURIED ELECTRIC LINE BELOW"

RECEPTACLE

HOUSING

1/C, 5KV, L-824C CABLE

MATING FACE

OF CONNECTOR

NYLON CABLE TIES

PLUG HOUSING

HEAT SHRINK

TUBING W/

SEALANT AT EACH

END ONLY

NOTES:

1. INTERIOR PIN AND SOCKETS ARE NOT SHOWN FOR CLARITY.

2. ATTACH EACH CABLE TIE >>1/8" FROM THE MATING FACE OF THE CONNECTOR HOUSING.

TIGHTEN CABLE TIE ENOUGH TO HOLD IN PLACE WITHOUT COMPRESSING HOUSING. TRIM OFF

EXCESS CABLE TIE.

3. INSTALLATION OF L-823 AND HEAT SHRINK TUBING SHALL BE IN STRICT CONFORMANCE WITH

MANUFACTURERS REQUIREMENTS.

FIELD ATTACHED PLUG-IN SPLICE FAA TYPE L-823

NO SCALE

#1/0 BARE COPPER COUNTERPOISE

BOND COUNTERPOISE TO GROUND ROD

AND COUNTERPOISE TO #1/0 BOND USING

EXOTHERMIC WELDED CONNECTION

1/8" 1/8"

AIRFIELD LIGHTING COUNTERPOISE

2. DO NOT CONNECT COUNTERPOISE TO LIGHT BASES OR MANHLE/HANDHOLE

GROUNDING COMPONENTS OR TIE BAR CAGE.

3. PLACE COUNTERPOISE ON NEXT-TO-LAST LIFT OF COMPACTED BASE MATERIAL

UNDER SHOULDER.

(PER PLAN)

2" PVC40 CONDUIT

RUBBER GROMMET

FLEXIBLE PAVEMENT

CABLE #8, 5 KV L-824-TYPE

C PER PLAN (TYPICAL)

L-823

SECONDARY

CONNECTOR

(STYLE 8)

L-823 PRIMARY CONNECTOR

NOTES:

1. PROVIDE A 6 FOOT BRAIDED, #4 AWG EQUIVALENT GROUND STRAP WITH ONE-HOLE LUG COMPRESSION FITTINGS. STRAPS SHALL BE MADE FOR THE

PURPOSE OF GROUNDING THE LIGHT FIXTURE TO THE BASE CAN INTERIOR GROUNDING LUG AND SHALL BE EQUIVALENT TO ADB PART #89A0292

2. INTERIOR GROUND LUG AND EXTERNAL GROUND POST SHALL BE LOCATED 18" FROM BOTTOM OF BASE.

3. PROVIDE AN L-867B STANDARD FIXTURE BASE PLATE (JAQUITH INDUSTRIES #AP1835 OR EQUIVALENT) WITH A 3/4" L-868B TO L-867B CONVERSION RING

(JAQUITH INDUSTRIES #AA5423 OR EQUIVALENT).

4. STAINLESS STEEL BOLT WITH 2-PIECE LOCK WASHER.

5. L-868B SPACER RING WITH 5/8" PAVEMENT DAM. INSTALL SO THAT TOP OF DAM IS 1/8" BELOW PAVEMENT.

GROUND LUG

R O

W N

NOTE 3

SEAL WITH

SELF-

LEVELING

SILICONE JOINT

SEALANT

PROVIDE 3 FEET OF SLACK CABLE TO

PERMIT CONNECTION OF PRIMARY

LEADS TO BE MADE ABOVE GROUND

EXOTHERMIC WELD (TYPICAL)

NOTE 5

NOTE 4

L-861T (L) ELEVATED LED TAXIWAY

EDGE LIGHT

GROUND STRAP BOLTED TO

INTERNAL GROUND LUG.

3/4" X 3" STAINLESS STEEL

EXTERNAL GROUNDING LUG

SHALL BE WELDED PRIOR TO

HOT DIP GALVANIZING (NOTE 2)

EXOTHERMIC WELD (TYPICAL)

TRANSFORMER SUPPORT (6" CUBE

OF CLOSED-CELL PLASTIC FOAM)

3/4" X 10' COPPER-CLAD STEEL GROUND ROD.

L-868, CLASS 1, 2-SECTION LIGHT

BASE

#6 BARE SOLID COPPER GROUND

1-1/2" FRANGIBLE

COUPLING

VERIFY FIXTURE HEIGHT WITH BASE

AIRFIELD ELECTRICIAN PRIOR TO ORDERING.

FAA TYPE L-830

ISOLATION

TRANSFORMER

HEAT SHRINK SHALL

EXTEND 1-1/2" MIN.

BEYOND END OF

CONNECTOR. TYP.

EACH END.

ELEVATED TAXIWAY EDGE LIGHT DETAIL (IN FLEXIBLE PAVEMENT)

NO SCALE

TYPICAL L-823 CONNECTOR SCHEMATIC

NO SCALE

L-823 CONNECTOR

MALE FEMALE

L-824 CABLES

SERIES CIRCUIT

FEMALE

MALE

L-823 CONNECTOR

SERIES CIRCUIT

TO EDGE OF TAXIWAY U.O.N.

1/0 BARE CU COUNTERPOISE.

ROUTE AROUND BASE CAN.

DO NOT BOND TO CAN.

C D

J S

A R

M Y

C O

O F

R S

D R

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N B

D E

N E

D B

S U

B M

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E C

K E

D B

A N

S I D

N A

M E

U E

D A

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N D

US Army Corps of Engineers ®

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C. CONDUIT PENETRATIONS THROUGH CONCRETE: PVC COATED RIGID STEEL

CONDUIT.

UNLESS OTHERWISE NOTED, CONDUIT MATERIAL (DEFAULT FEATURES) SHALL

BE AS FOLLOWS:

SERVICE ENTRANCE DUCTBANKS (ALL SYSTEMS): PVC SCHEDULE 40 CONDUIT.

CUSTOMARY CONNECTIONS BETWEEN MANHOLES: TYPE EB PVC CONDUIT.

B. LOW VOLTAGE SYSTEMS (600V AND LESS): 4"

A. MEDIUM VOLTAGE SYSTEMS (5KV AND HIGHER): 6"

GENERAL NOTES FOR DUCTBANKS

UNLESS OTHERWISE NOTED, CONDUIT (DUCT) SIZES (DEFAULT SIZES) SHALL BE AS

FOLLOWS:

CONTRACTOR MAY ALTER CONFIGURATIONS AS REQUIRED TO ACCOMMODATE THE

ACTUAL PHYSICAL CONDITIONS ENCOUNTERED. THIS ESPECIALLY APPLIES TO NEW

DUCTBANK CONNECTIONS TO EXISTING MANHOLES, HANDHOLES AND VAULTS.

TOP OF CONCRETE ENCASEMENT SHALL BE 24" (MINIMUM) BELOW FINISHED GRADE

UNLESS APPROVED OTHERWISE BY THE CONTRACTING OFFICER.

D. CONDUITS UNDER ROADWAY AND EXTENDING 2' ON EACH SIDE OF ROADWAY,

SHALL BE PVC SCH 40 INSTALLED 36" BELOW FINISHED GRADE.

07/12/2017

NO SCALE

DUCTBANK TYPE H

NO SCALE

DUCTBANK TYPE A

3"3"3"

CONCRETE ENCASEMENT

3"C, PVC, TYPE

"EB" (SECURITY)

4"C, PVC,

TYPE "EB"

(COMMUNICATION)

NO SCALE

DUCTBANK TYPE G

3"3"3"

CONCRETE ENCASEMENT4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

NO SCALE

DUCTBANK TYPE D

NO SCALE

DUCTBANK TYPE C

3"3"

3"C, PVC, TYPE

"EB" (SECURITY)

4"C, PVC , TYPE

"EB" (CATV)

3"3"

4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

3"C, PVC, TYPE

"EB" (SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

CONCRETE ENCASEMENT

NO SCALE

DUCTBANK TYPE B

3"3"

3"C, PVC, TYPE

"EB" (SECURITY)

CONCRETE ENCASEMENT

3"3"

4"C, PVC, TYPE "EB"

(COMMUNICATION)

NO SCALE

DUCTBANK TYPE F

3"3"

4"C, PVC, TYPE

"EB" (POWER)CONCRETE ENCASEMENT

3"3"

NO SCALE

DUCTBANK TYPE E

3"3"3"

4"C, PVC, TYPE "EB" (POWER)

CONCRETE ENCASEMENT

3"3"

CONCRETE ENCASEMENT

3"3"

2"C, PVC,

TYPE "EB"

3"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

2"C, PVC,

TYPE "EB"

3"3"3"

CONCRETE ENCASEMENT

2"C, PVC,

TYPE "EB"

3"3"

3"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

3" 3"

H N

O N

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US Army Corps of Engineers ®

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NO SCALE

DUCTBANK TYPE K

NO SCALE

DUCTBANK TYPE L

3"3"

CONCRETE

ENCASEMENT

3"3"

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(SECURITY)

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

NO SCALE

DUCTBANK TYPE M

3"3"

CONCRETE

ENCASEMENT

3"3"

4"C, PVC, TYPE "EB"

(CATV)

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

NO SCALE

DUCTBANK TYPE O

3"3" 3"

3"C, PVC, TYPE "EB" (SECURITY)

CONCRETE ENCASEMENT

4"C, PVC, TYPE "EB" (CATV)

NO SCALE

DUCTBANK TYPE P

3"3"3"

CONCRETE

ENCASEMENT

4"C, PVC, TYPE "EB" (COMMUNICATION)

NO SCALE

DUCTBANK TYPE S

3"3"

CONCRETE ENCASEMENT

3"3"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

3"C, PVC,

TYPE "EB"

NO SCALE

DUCTBANK TYPE T

3"3" 3"

CONCRETE

ENCASEMENT

2"C, PVC, TYPE

"EB" (POWER)

NO SCALE

DUCTBANK TYPE V

3"3" 3"

CONCRETE

ENCASEMENT

3"C, PVC, TYPE "EB" (SECURITY)

NO SCALE

DUCTBANK TYPE W

3"3" 3"

CONCRETE ENCASEMENT

2"C, PVC, TYPE "EB"

3" 3"

3"C, PVC,

TYPE "EB"

3"C, PVC,

TYPE "EB"

3"C, PVC,

TYPE "EB"

4"C, PVC, TYPE "EB"

(CATV, SECURITY, OR

COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

G M

L C

R W

C M

H C

M C

J S

DUCTBANK TYPE Z

3"3" 3"

3"C, PVC, TYPE

"EB" (SECURITY)

CONCRETE ENCASEMENT

4"C, PVC, TYPE "EB"

(COMMUNICATION)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

NO SCALE

DUCTBANK TYPE N

3"3"3"

2"C, PVC, TYPE

"EB" (POWER)

CONCRETE

ENCASEMENT

3"3" 3" 3"3"

CONCRETE

ENCASEMENT

4"C, PVC, TYPE "EB"

(COMMUNICATION)

4"C, PVC, TYPE "EB"

(CATV)

NO SCALE

DUCTBANK TYPE R

3"3"3"

4"C, PVC, TYPE "EB" (POWER)

CONCRETE ENCASEMENT

NO SCALE

DUCTBANK TYPE U

3"3"

CONCRETE

ENCASEMENT

3"3"

2"C, PVC, TYPE "EB"

(POWER)

3"C, PVC, TYPE "EB"

(POWER)

3"C, PVC, TYPE "EB"

(POWER)

07/12/2017

NO SCALE

DUCTBANK TYPE Q

3"3"

CONCRETE

ENCASEMENT

4"C, PVC, TYPE "EB"

(CATV, SECURITY, OR

COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

NO SCALE

DUCTBANK TYPE I

3"3" 3"

3"3"

CONCRETE ENCASEMENT

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATIONS)

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATIONS)

NO SCALE

DUCTBANK TYPE J

3"3" 3"

3"3"

CONCRETE

ENCASEMENT

4"C, PVC, TYPE "EB"

(COMMUNICATION)

4"C, PVC, TYPE "EB"

(CATV)

A R

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

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TOP, SIDES & BOTTOM

#5 REINF. AT 6" EW

AND FIG. 12, SIZE 28 RESPECTIVELY

FED. SPEC. A-A-60005 FIG. 4, SIZE 28

FOR MANHOLE FRAME & COVER, SEE

SECTION A-A

WITH CEMENT MORTAR

BRICK COLLAR LINED UP

GROUND ROD & CLAMP

10"

SLOPE 1:40

7/8" Ø PULLING-IN IRON

DUCT ENTRANCE

7/8" Ø PULLING-IN IRON

DUCT ENTRANCE

DEEP SUMP

12" x 12" x 10"

PLAN

MANHOLE DIMENSIONS

TYPE

A B

C (AT HIGH PT.)

1'-0"

6'-0" 6'-0" 6'-6"

TO SUMP

LAP REINF. 24" (TYP.)

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

NOTES:

FOR DETAILS OF CABLE RACKS,

DUCT ENTRANCE AND PULLING-IN

IRONS, SEE PLATE UG-7, SHEET ES504.

MINIMUM CONCRETE COMPRESSIVE

STRENGTH SHALL BE 3000 PSI.

UG-1

JUNE 2002

TYPES 1 & 2

STANDARD ELECTRICAL MANHOLE (NONTRAFFIC)

SKETCH DATE STYLE

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

30" X 48" X 24" DEEP

24" X 36" X 24" DEEP

12" X 24" X 24" DEEP

12" X 18" X 24" DEEP

12" X 12" X 24" DEEP

HANDHOLE SIZING

PROVIDE LABEL "ELECTRICAL" FOR POWER HANDHOLES OR

PROVIDE WITH (2) 2 1/2" MOUSEHOLES.

PROVIDE STAINLESS STEEL BOLTS AND INSERTS.

THAN 15,000 LBS OVER A 10" x 10" AREA.

COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS

NO LESS THAN 10,000 PSI.

HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY

"TELEPHONE" FOR TELEPHONE HANDHOLES, OR AS INDICATED.

REQUIRED

BOX WHEN

SECTIONAL

HANDHOLE REQUIREMENTS

TYPE

CRUSHED ROCK

EARTH

COMPACTED

PULL SLOT

SURFACE

RESISTANT

SKID

HEX BOLT AND

WASHER

STAINLESS STEEL

COVER

BOX AND

AROUND BOX

CONCRETE RING

10"

UG-6

JUNE 2002

(COMPOSITE/FIBERGLASS) TYPES 5, 6, 7, 8 & 9

STANDARD ELECTRICAL HANDHOLE (NONTRAFFIC)

SKETCH DATE STYLE

WEAVE FIBERGLASS REINFORCING WITH COMPRESSIVE STRENGTH OF

L3 1/2 X 3 1/2 X 1/4

ST3 X 6.25

L7 X 4 X 3/8 X 9" LONG

SUMP

SLOPE FL. TO

IRON

7/8"Ø PULLING-IN

1'-0"

L 6 X 3 1/2 X 5/16

1/4"

6" X 3/8" X 4'-6" PL

PAVING

10"

E.F. SIDES & BOTTOM

#4 @ 12" E.W. &

SECTION A-A

1'-0"

10"

L7 X 4 X 3/8 X 9" LONG

W8 X 40 REMOVABLE

SECTION B-B

1'-0"X1'-0"X6"

SUMP

& CLAMP

GROUND ROD

BOTTOM

E.F. SIDES &

#4 AT 12" E.W.

O.C.

ANCHOR @ 1'-6"

1 1/4" X 1/8"

PAVING OR GRADE

1/2" P.E.J. ALL AROUND

SECTION C-C

3/16

ST 3 X 6.25

L 3 1/2X3 1/2X1/4

ANCHOR @ 1'-6"

1 1/4" X 1/8

1/2"Ø STEEL ROD

6"6"

THE PROJECT DRAWING

TO BE AS INDICATED ON

DUCT ENTRANCE. LOCATION

3" X 3/8" X 8" PL

REMOVABLE W 8 X 40

SUMP

AT 6" O.C.

1/2" Ø PLUG WELD

3" X 3/8" X 4'-6" PL

& COVER

HINGE-WELDED TO FRAME

AT 6" O.C.

1/2" Ø PLUG WELD

PLAN

DIMENSIONSHANDHOLE

TYPE

4"-0"

3'-0"

(SEE NOTE 4)

#4 @ 12"

E.W. & E.F.

1/2" PL

VARIES

NOTES:

ENTRANCE OF DUCTS INTO HANDHOLE MAY

BE MADE ON SIDE FACES OR CORNERS

AS REQUIRED.

FOR DETAILS OF CABLE RACKS, DUCT

ENTRANCE AND PULLING-IN IRONS,

SEE PLATE UG-7, SHEET ES504.

HANDHOLE AND COVER IS DESIGNED FOR

MAXIMUM SINGLE WHEEL LOAD OF

50,000 LB. OR DUAL WHEEL LOAD OF

90,000 LB.

COVER SHALL BE MADE OF STRUCTURAL

STEEL CONFORMING TO ASTM A 36/A 36M.

MINIMUM COMPRESSIVE STRENGTH OF

CONCRETE SHALL BE 3000 PSI.

NOTE: STIFFENERS SHOWN

TYP. BOTH SIDES

TYPE 3, 1'-1"

TYPE 4, 1'-7"

O.C.

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

UG-5

JUNE 2002

TYPES 3 & 4

STANDARD ELECTRICAL HANDHOLE (TRAFFIC/AIRFIELD)

SKETCH DATE STYLE

12" x 12" x 10" DEEP

SUMP

7/8"Ø PULLING-IN IRON DUCT ENTRANCE. LOCATION TO BE

AS INDICATED

PLAN

A A

CONCRETE OR BLACK

TOP ROADWAY

SLOPE 1:40 TO SUMP

GROUND ROD & CLAMP

DUCT ENTRANCE

FOR MANHOLE FRAME & COVER, SEE FED.

SPEC. A-A-60005, FIG. 1, SIZE 30A AND

FIG. 8, SIZE 30A, RESPECTIVELY

BRICK COLLAR LINED UP WITH

CEMENT MORTAR

10"

SECTION A-A

#5 @ 6" EW, T&B

#4 @ 6" EW EF

7/8"Ø PULLING-IN IRON

#4 @ 6" T&B

LAP REINF. 24" (TYP.)

6" MIN.

NOTES:

MANHOLE AND COVERS ARE DESIGNED

FOR MAXIMUM WHEEL LOAD IN

ACCORDANCE WITH AASHTO HS20-44.

FOR DETAILS OF CABLE RACKS,

DUCT ENTRANCE AND PULLING-IN

IRONS, SEE PLATE UG-7, SHEET ES504.

MINIMUM CONCRETE COMPRESSIVE

STRENGTH SHALL BE 3000 PSI.

CONSTR. JTS. (TYP.)

WATERSTOP AT ALL

UG-2

JUNE 2002

TYPES 3 & 4

STANDARD ELECTRICAL MANHOLE (TRAFFIC)

SKETCH DATE STYLE

MANHOLE DIMENSIONS

TYPE

6'-0"

8'-0"

6'-0"

C (AT HIGH PT.)

6'-6"

NO SCALE

DUCTBANK TYPE X

3"3"

CONCRETE

ENCASEMENT

3"3"

3"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

NO SCALE

DUCTBANK TYPE Y

3"3"

CONCRETE ENCASEMENT

3"3"

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

4"C, PVC, TYPE "EB"

(POWER)

3"C, PVC, TYPE "EB"

(POWER)

G M

L C

R W

C M

H C

M C

J S

07/12/201707/12/2017

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

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RECESSED FIXTURE INSTALLATION TOLERENCE

NO SCALE

LIGHT BASE CAN BOTTOM SECTION - PLAN VIEW

NO SCALE

RECESSED TAXIWAY EDGE LIGHT IN STRUCTURE DECK

NO SCALE

REINFORCING STEEL NOT SHOWN FOR CLARITY. SEE STRUCTURAL DRAWINGS, FOR DETAILS.

BASE CAN SHALL BE SET IN "SPACE" LEVEL AND WITH THE CORRECT AZIMUTH PRIOR TO DECK POUR.

RETROFIT INSTALLATION SHALL NOT BE ALLOWED.

THE HEIGHT OF THE L-868 EXTENSION SHALL BE SET SUCH THAT THE DOWNSIDE EDGE OF THE LIGHT

FIXTURE SHALL MATCH THE FINISHED CONCRETE SURFACE TO (+) 0" (-)

" TOLERANCE. SEE FLUSH

FIXTURE INSTALLATION TOLERANCE DETAIL THIS SHEET.

PROVIDE NEW STAINLESS STEEL BOLTS AND NORD-LOCK, INC. VIBRATION PROOF WASHERS FOR ALL

MOUNTING BOLTS. ALL BOLTS SHALL EXTEND 3/4" BEYOND BASE CAN MACHINED THREADED SYSTEMS.

TORQUE BOLTS TO MANUFACTURER'S INSTRUCTIONS. APPLY ANTI-SEIZE TO BOLTS PRIOR TO

INSTALLATION.

CONTRACTOR SHALL APPLY A THIN LAYER OF SELF-LEVELING SILICONE (RTV118) BETWEEN L-868 BASE

AND SPACERS RING(S).

SEAL ANNULAR SPACE AROUND NEW EXTENSION/TOP SECTION TO PAVEMENT RING WITH P-606 RIGID

CEMENTING COMPOUND.

SEAL AROUND SPACER RINGS AND COVER PLATE WITH P-605 FLEXIBLE SEALANT. ANY OVER POURS

SHALL BE IMMEDIATELY AND THOROUGHLY CLEANED TO THE SATISFACTION OF THE ENGINEER AND

RE-POURED.

LIGHT BASE NOTES:

PAVEMENT SLOPES

EXAGGERATED TO

SHOW DETAIL INTENT

TOLERANCE: +0" /-1/16"

(MEASURED ON THE DOWN

SLOPE SIDE OF THE FIXTURE)

BASE CAN

D O

W N

W A

R D

S L O

P E

FLUSH FIXTURE

TOP OF CASEWAY DECK

(AFTER GRINDING)

EXTERNAL

GROUNDING LUG

(SEE NOTE 4)

3/4" DRAIN

1/2" X 4" SHEAR CONNECTOR

TYP. 8 EA.

BOTTOM SECTION L-868

GALVANIZED STEEL 2-PIECE BASE

CAN (NOMINAL 12" DIA. X 6" DEEP)

3/4" PVC DRAIN PENETRATING

THROUGH SIP FORM

SLIP FITTER / RUBBER

GROMMET (TYP.)

1 1/4" Ø SCHEDULE

40 PVC CONDUIT

SINGLE #1/0 AWG BARE SOLID CU.

COUNTERPOISE LOCATED ABOVE

CONDUIT - ROUTE AROUND BASE

CAN. DO NOT CONNECT

COUNTERPOISE TO BASE CAN.

BASE CAN

INTERNAL GROUNDING

LUG (SEE NOTE 4)

EXTERNAL GROUNDING LUG

SHALL BE WELDED PRIOR

TO HOT DIP GLAVANIZING

(SEE NOTE 4)

G M

L C

R W

C M

H C

M C

J S

1 1/4" Ø SCHEDULE

40 PVC CONDUIT

B C

07/12/2017

NO SCALE

DUCTBANK TYPE AA

3"3"

CONCRETE ENCASEMENT

3"3"

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

3"C, PVC, TYPE "EB"

(SECURITY)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

4"C, PVC, TYPE "EB"

(COMMUNICATION)

4"C, PVC, TYPE "EB"

(CATV)

A R

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D E

N E

D B

S U

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D A

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M B

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

ES506

L D

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TYPICAL CONDUIT INSTALLATION AT

TAXIWAY STRUCTURE INTERMEDIATE BENT

NO SCALE

1 NO.1/0 AWG BARE SOLID

COUNTERPOISE LOCATED

ABOVE CONDUIT

SCH 40

PVC

CONDUIT

2" EXPANSION JOINT

4" MIN.

CONDUIT EXPANSION FITTING

WALL OF MANHOLE

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

��˘�t

DETAIL OF PULLING-IN IRON

7" MIN.

8 3/8"

�ˆ��˙��ÿÿ

CAST IN PLACE

1 1/2"

CONCRETE WALL

LOCKWASHER

FILLET WELD

��ÿÿ��:�$�6�+�(�5

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

(MIN)

2 1/2" RAD

��ÿÿ��8��%�2�/�7

��ÿÿ��1�8�7

��ÿÿ��6�/�(�(�9�(

13/16"

3/16" 4"

NOTE

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

UG-7JUNE 2002

(PULLING-IN IRONS, CABLE RACK AND DUCT ENTRANCE)

DETAILS

SKETCH DATE STYLE

07/12/2017

TYPICAL CONDUIT INSTALLATION AT

TAXIWAY STRUCTURE ABUTMENT

NO SCALE

L NORTH ABUTMENT AND L PILESC

FACE OF

MSE WALL

JOINT SEALER

APPROACH SLAB

1 NO.1/0 AWG BARE SOLID

COUNTERPOISE LOCATED

ABOVE CONDUIT

SCH 40

PVC

CONDUIT

2" EXPANSION JOINT

4" MIN.

CONDUIT EXPANSION FITTING

A JS

NO SCALE

DUCTBANK TYPE AB

2"C, PVC,

TYPE "EB"

POWER

2"C, PVC,

TYPE "EB"

POWER

2"C, PVC,

TYPE "EB"

POWER

NO SCALE

DUCTBANK TYPE AC

2"C, PVC,

TYPE "EB"

3"C, PVC,

TYPE "EB"

CONCRETE ENCASEMENT

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

4"C, PVC,

TYPE "EB"

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

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SLIP-FITTER/RUBBER GROMMET

TYPICAL

EXTEND 2" SCHEDULE 40 PVC 6"

BEYOND EDGE OF PAD TO A 2" TO 1"

RGS REDUCING EL.

4" SAND ENVELOPE

#1/0 AWG B.S.D. CU. COUNTERPOISE

(USE TYPE "TW" IN CONCRETE)

18" MIN

6" TYPICAL

TOOLED EDGE ALL AROUND

L-867B 3/8" THICK GALVANIZED STEEL

COVER WITH GASKET AND STAINLESS

STEEL BOLTING HARDWARE

FINISHED GRADE

L-867B, 12" DIA. FLUSH ISOLATION TRANSFORMER CAN JUNCTION CAN

NO SCALE

CONCRETE ENCASEMENT

G M

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NOTES:

1. PROVIDE FACTORY ASSEMBLED L-823 SECONDARY CONNECTOR WITH 2 #10(600V) CABLES (LENGTH AS REQUIRED) TO SUPPLY

REMOTE FLUSH MOUNTED TAXIWAY EDGE FIXTURE. ONE TRANSFORMER PER FIXTURE.

NOTES:

1. STAINLESS STEEL BOLT WITH 2-PIECE LOCK WASHER.

2. L-868B SPACER RING WITH 5/8" PAVEMENT DAM. INSTALL SO THAT TOP OF DAM IS 1/8" BELOW PAVEMENT.

GROUND LUG

R O

W N

SEAL WITH

SELF-

LEVELING

SILICONE JOINT

SEALANT

NOTE 2

NOTE 1

L-81D STEADY BURN

ELEVATED INCANDESCENT

LIGHT

1-1/2" FRANGIBLE

COUPLING

VERIFY FIXTURE HEIGHT WITH BASE

AIRFIELD ELECTRICIAN PRIOR TO ORDERING.

STEADY BURN OBSTRUCTION LIGHT DETAIL

NO SCALE

FAA TYPE L-830 ISOLATION TRANSFORMER

07/12/2017

SL SL

X X

25+00

X X

25+00

X X

8.0

135.8135.5

40.2

40.0

135.5 135.8

60'

SCALE:1"= 30'

0 30'

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

EA112

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REFER TO CIVIL SHEETS FOR UTILITY LOCATIONS.

COORDINATE UNDERGROUND ELECTRICAL

LOCATIONS WITH ALL UNDERGROUND SYSTEMS.

UTILITY NOTE:

G M

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07/12/2017

S L

XXXXXXXX

FW FW FW FW FW FW

F W

R=58'

23°

22° 22°

71.3

R=43'

30°

8.0

90.0

40.0

62.9

8.0

N:12033947.214

E:12033947.214

N:12033950.225

E:12033950.225

21.7

22.6

35.6

133.3

30°

22.4

Q 9

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET EA118

SHEET ID

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KEY PLAN

SCALE: 1"=1000'

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

EA113

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NOTES THIS SHEET:

CONNECT TO FAA AIRFIELD

LIGHTING CIRCUIT CUTOUT

PROVIDED IN SHED/STORAGE

BUILDING CONSTRUCTION PHASE.

REFER TO CIVIL SHEETS FOR UTILITY LOCATIONS.

COORDINATE UNDERGROUND ELECTRICAL

LOCATIONS WITH ALL UNDERGROUND SYSTEMS.

UTILITY NOTE:

G M

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S L L

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SOL

S O

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S L L

S O

S L L

S O

PANEL LV52-3;

2 #8, 1 #8 GND, 2"C

90.0

8.0

38.3

216.7

217.1

38.3

216.7

217.1

131.8

139.0

35.6

HH-UG5-3

139.1

35.6

R=43.25'

30°

43.2

8.0

N=3576437.913, E=12034327.035

22.4

140.0

40.0 40.0

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET EA113

MATCH LINE, SEE SHEET EA126

SHEET ID

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

EA118

A I R

F I E

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REFER TO CIVIL SHEETS FOR UTILITY LOCATIONS.

COORDINATE UNDERGROUND ELECTRICAL

LOCATIONS WITH ALL UNDERGROUND SYSTEMS.

UTILITY NOTE:

G M

L C

R W

C M

H C

M C

J S

07/12/2017

PROVIDE ISOLATION

TRANSFORMERS FOR SHALLOW

TAXIWAY EDGE LIGHTING ON

BRIDGE. EXTEND SECONDARY

CONDUCTORS VIA 'SLL' CONDUIT

TO FIXTURES.

NOTES THIS SHEET

S x

CURVE 1

STA = 208+45.39

N = 3576981.66

E = 12034368.50

T = 20.00'

L = 31.42'

R = 20.00'

N:3577035.606

E:12034428.362

30°

R=43'

30°

R=43'

8.0

EA126

43.0 8.0 8.0 43.0 51.051.0

N:3577126.395

E:12034308.957

22.4 22.4

EA126

36.041.036.0 41.0

X X

S L

S O

S L

S x

E S x

x ES x

S x

E S x

X X X

122+00 123+00

120+00 121+00 119+00

117+00 118+00 116+00

122+00 123+00

120+00 121+00 119+00

117+00 118+00 116+00

217.0 217.0

143.0

143.2

8.0 8.0

217.1

EA126

T A

X I W

A Y

RUNWAY

40.040.0

S S

7 S5

60'

SCALE:1"= 30'

0 30'

MATCH LINE, SEE SHEET EA118

SHEET ID

U S

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SCALE: 1"=1000'

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US Army Corps of Engineers ®

SHEET OFPROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED. 371

EA126

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PROVIDE ISOLATION

TRANSFORMER FOR SHALLOW

TAXIWAY EDGE LIGHTING ON

BRIDGE. EXTEND SECONDARY

CONDUCTORS VIA 'SLL1' CONDUIT

TO FIXTURES.

EXISTING RUNWAY EDGE

LIGHTING CIRCUIT. PROTECT AND

MAINTAIN EXISTING FIXTURES

AND UNDERGROUND CIRCUITING

WHICH MUST REMAIN IN

OPERATION DURING

CONSTRUCTION.

NOTES THIS SHEET

REFER TO CIVIL SHEETS FOR UTILITY LOCATIONS.

COORDINATE UNDERGROUND ELECTRICAL

LOCATIONS WITH ALL UNDERGROUND SYSTEMS.

UTILITY NOTE:

40'

SCALE:1"= 20'

0 20'

2'-0"

5'-0"

G M

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SCALE 1" : 20'

ENLARGED PLAN

SCALE 1" : 10'

ENLARGED PLAN

EDGE LIGHT LINE

2'-0"

5'-0"

EDGE LIGHT LINE

SCALE 1" : 10'

ENLARGED PLAN

20'

SCALE:1"= 10'

0 10' 10'5' 15'

07/12/2017

136+00

137+00

138+00

139+00 140+00

STA = 141+36.07

DELTA = 81°52'32.64"

N = 3577029.22

E = 12032160.33

NMH 111

STA = 141+32.98

N = 3577032.22

E = 12032161.08

CONTRACTOR LAYDOWN AREA 2

CONTRACTOR LAYDOWN AREA 1

E E

E E E

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

ET104

E L

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T R

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L A

P E

T D

W G

M A

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L I N

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

MATCH LINE, SEE SHEET ET110

E S

NPW NPW

CATV

X X

NEC 1℄

G G

NMH 113

STA = 147+92.39

DELTA = 22°35'58.89"

N = 3576864.29

E = 12032789.01

STA = 146+10.83

DELTA = 10°03'48.43"

N = 3576910.20

E = 12032613.36

149+00148+00

NMH 112

STA = 144+80.22

DELTA = 19°58'58.81"

N = 3576964.80

E = 12032494.71

STA = 142+58.65

DELTA = 17°23'23.67"

N = 3576983.06

E = 12032273.89

DELTA = 81°52'32.64"

ENTRY CONTROL

POINT (BLDG. 1)

CENTRAL

ELECTRICAL

PLANT - WEST

(BLDG. 2)

S S

CONTRACTOR LAYDOWN AREA 2

WETLAND LIMIT

RPA

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

ET105

E L

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T R

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L A

P E

T D

W G

M A

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L I N

M A

T C

I N

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

R E

V I S

O N

T R

A C

CATV

T V

C A

T V

CATV CATV

NPW NPW NPW NPW NPW NPW NPW

W W

NPW NPW

NPW

N P

E E E E E E E

18+00

20+00 21+00 22+00 23+00 24+00

X X

X X X X X X X X X X X X X X X X X X X

X X

SERVICE ALLEY

FUTURE HANGAR BY OTHERS

NEC 1℄

NEC 2℄

FUTURE ADMIN BUILDING BY OTHERS

S S

SS SS SS SS SS

G G G

G G G G G G G G

FW FW FW FW FW FW FW FW

151+00

NMH 209

STA = 230+10.25

N = 3576477.29

E = 12033086.27

STA = 150+84.12

DELTA = 90°00'01.23"

N = 3576668.31

E = 12032878.71

STA = 149+82.41

DELTA = 90°00'00.00"

N = 3576749.28

E = 12032940.27

NMH 114

STA = 150+80.53

N = 3576671.17

E = 12032880.88

227+00228+00229+00230+00

FW FW

F W

NPW

N P

NPW

N P

24+00

25+00

27+00

28+00 29+00 30+00

231+00

NMH 208

STA = 228+13.28

N = 3576358.09

E = 12033243.04

END OF NEC-1

NHH 101

STA = 151+94.56

N = 3576601.47

E = 12032966.62

MINIMUM 20' SEPARATION

BETWEEN NEC LINES

151+95 231+41

END OF NEC-2

NHH 201

STA = 231+41.06

N = 3576561.52

E = 12033019.17

S4S4

S S

WETLAND LIIMIT

RPA

FUTURE COOLING

TOWERS BY OTHERS

US Army Corps of Engineers ®

SHEET OF

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

ET106

E L

E C

T R

I C

L A

P E

T D

W G

M A

T C

L I N

M A

T C

I N

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

R E

V I S

O N

T R

A C

N P

NPW NPW NPW NPW NPW NPW NPW NPW NPW

E E E E E E

E E

25+00 26+00 27+00 28+00 29+00 30+00 31+00

X X X X X X X X X X X

X X X X

X X X X X X X

SERVICE ALLEY

NEC 2℄

UED

U E

SS SS SS SS SS SS SS SS

G G G G G G G G

GFW FW FW FW FW FW FW FW FW

F W

N P

W N

P W

NMH 206

STA = 221+29.57

N = 3575949.28

E = 12033786.62

STA = 221+33.14

DELTA = 89°59'59.81"

N = 3575946.43

E = 12033784.46

222+00223+00224+00225+00226+00

F W

31+00 32+00 33+00 34+00 35+00

NMH 207

STA = 223+72.62

N = 3576091.38

E = 12033593.82

FUTURE HANGAR BY OTHERS

CENTRAL

ELECTRICAL

PLANT - EAST

(BLDG. 3)

FIRE PUMP

HOUSE

(BLDG. 4)

WATER

TANK

WATER

TANK

S4 S4

S S

RPA

WETLAND LIMIT

KEY PLAN

SCALE: 1"=1000'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

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P E

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W G

MATCH LINE, SEE SHEET ET113

M A

T C

L I N

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

R E

V I S

O N

T R

A C

STA = 134+50.20

DELTA = 30°53'25.86"

N = 3577692.05

E = 12032335.77

NMH 109

STA = 134+71.93

N = 3577671.30

E = 12032329.31

STA = 136+23.14

DELTA = 3°17'53.60"

N = 3577526.92

E = 12032284.37

NMH 110

STA = 137+40.57

N = 3577412.98

E = 12032255.97

APPROXIMATE LOCATION OF JACKING/RECEIVING

PIT FOR DIRECTIONAL DRILLING. CONTRACTOR TO

COORDINATE WITH CONTRACTING OFFICER TO

DETERMINE FINAL LOCATION.

NEC 1℄

CONTRACTOR LAYDOWN AREA 2

RPA

WETLAND LIMIT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

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B E

1 2 3 4 5

R T

U B

M I T

T A

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O J E

C O

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R A

M A

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D E

S C

R I P

T I O

N D

A T

PHASE 1

A V

I A

T I O

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P L

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V E

H A

I K

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET ET104

MATCH LINE, SEE SHEET ET116

ET110

E L

E C

T R

I C

L A

P E

T D

W G

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

NEC 2℄

803+00 804+00 805+00 806+00 807+00 809+00 810+00

XXXXXXXX

803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00

N P

W N

P W

N P

NPW NPW NPW NPW NPW NPW NPW NPW NPW

FUTURE HANGAR BY OTHERS

S L

PT STA = 215+85.52

N = 3576378.13

E = 12033972.42

PC STA = 215+06.97

N = 3576448.19

E = 12033962.88

PT STA = 217+25.72

N = 3576270.75

E = 12034031.05

PC STA = 216+47.17

N = 3576340.81

E = 12034021.50

CURVE 3

STA = 216+97.18

DELTA = 90°00'16.38"

Dc = 114°35'29.61"

N = 3576310.55

E = 12034061.32

T = 50.00'

L = 78.54'

R = 50.00'

ED = 20.71'

CURVE 2

STA = 215+56.98

DELTA = 90°00'16.42"

Dc = 114°35'29.61"

N = 3576408.39

E = 12033932.62

T = 50.00'

L = 78.54'

R = 50.00'

ED = 20.71'

216+00

FW FW FW FW FW FW

F W

NPW

NMH 205

STA = 218+12.97

N = 3576201.29

E = 12033978.24

APRON

S4 S4

S4S4

RPA

WETLAND LIMIT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

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C O

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R A

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R I P

T I O

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A T

PHASE 1

A V

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T I O

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P L

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V O

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S T

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C T

I O

N O

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O L

I S

T R

I C

N O

R F

O L

I S

E R

I N

N E

R T

E A

V E

H A

I K

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

ET113

E L

E C

T R

I C

L A

P E

T D

W G

MATCH LINE, SEE SHEET ET118

MATCH LINE, SEE SHEET ET107

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

AGSE/STORAGE/

COVERED PARKING

(BLDG. 5)

R E

V I S

O N

T R

A C

V C

A T

NMH 108

STA = 129+74.10

DELTA = 8°58'26.76"

N = 3578009.50

E = 12032690.60

APPROXIMATE LOCATION OF JACKING/RECEIVING

PIT FOR DIRECTIONAL DRILLING. CONTRACTOR TO

COORDINATE WITH CONTRACTING OFFICER TO

DETERMINE FINAL LOCATION.

NEC 1℄

S4S4

WETLAND LIMIT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

R K

D E

S C

R I P

T I O

N D

A T

PHASE 1

A V

I A

T I O

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P L

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V O

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I T

O N

S T

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C T

I O

N O

R F

O L

I S

T R

I C

N O

R F

O L

I S

E R

I N

N E

R T

E A

V E

H A

I K

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET ET110

MATCH LINE, SEE SHEET ET123

ET116

E L

E C

T R

I C

L A

P E

T D

W G

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

AutoCAD SHX Text W.E.=2.0 9/25/15 11:30

AutoCAD SHX Text W.E.

AutoCAD SHX Text 0.3

S L

X X

S L

SOL

S O

S L

S O

S L

S O

NEC 2℄

T A

X I W

A Y

NEC 3℄

NMH 204

STA = 214+31.92

N = 3576507.93

E = 12034008.32

NMH 302

STA = 305+62.12

N = 3576582.38

E = 12033910.40

VERTICAL TRANSITION FROM DUCT BANK

TO CURB ON ELEVATED TAXIWAY.

S4S4

RPA

WETLAND LIMIT

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

U M

B E

1 2 3 4 5

R T

U B

M I T

T A

P R

O J E

C O

N T

R A

M A

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D E

S C

R I P

T I O

N D

A T

PHASE 1

A V

I A

T I O

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P L

E X

V O

L U

I T

O N

S T

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C T

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N O

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I S

T R

I C

N O

R F

O L

I S

E R

I N

N E

R T

E A

V E

H A

I K

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

60'

SCALE:1"= 30'

0 30'

KEY PLAN

SCALE: 1"=1000'

MATCH LINE, SEE SHEET ET113

MATCH LINE, SEE SHEET ET126

ET118

E L

E C

T R

I C

L A

P E

T D

W G

NOTES:

1. DUCTS BETWEEN MANHOLES SHALL BE ROUTED IN

STRAIGHT LENGTHS TO THE GREATEST EXTENT

POSSIBLE. ANY FIELD BENDS SHALL BE SWEEPING

LARGE RADIUS BENDS. BOTH CURVED AND

STRAIGHT SECTIONS MAY BE USED TO FORM LONG

SWEEP BENDS, BUT THE MAXIMUM CURVE USED

SHALL BE 30 DEGREES AND MANUFACTURED

BENDS SHALL BE USED.

2. THIRD PARTY UTILITIES ARE FOR INFORMATION

ONLY. COORDINATE WITH UTILITY DESIGNERS.

3. CONTRACTOR SHALL INSTALL MANHOLE VAULTS TO

RESIST FLOATATION IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS,

ASSUMING VAULTS ARE EMPTY AND

GROUNDWATER UP TO FINISHED GRADE.

AutoCAD SHX Text W.E.

0.3

F O

NEC 1℄

CURVE 2

STA = 101+76.01

DELTA = 12°34'05.07"

Dc = 7°09'43.10"

N = 3579699.08

E = 12030760.75

T = 88.10'

L = 175.48'

R = 800.00'

ED = 4.84''

PT STA = 102+63.40

N = 3579643.50

E = 12030829.11

PC STA = 100+87.92

N = 3579768.19

E = 12030706.14

TIE TO EXISTING

MANHOLE 253

STA = 100+00.00

N = 3579830.84

E = 12030644.45

THE CONTRACTOR IS TO FOLLOW

UFC 3-580-01 FOR CONNECTING

TO EXISTING MANHOLE 253.

COORDINATE WITH THE CONTRACTING

OFFICER FOR DETAILS OF THE

CONNECTION TO MANHOLE.

S S

ADD FILL TO PROVIDE 2' MINIMUM

COVER SLOPE FINISHED GRADE TO

DRAIN AWAY FROM THE ACCESS DRIVE

NEC

EXISTING GROUND

PROPOSED GROUND

2' MIN. COVER

60'

SCALE:1"= 30'

0 30'

US Army Corps of Engineers ®

SHEET OF

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

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T E

S I Z

C H

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K E

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F I L

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S U

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F I L

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1 2 3 4 5

R T

U B

M I T

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C O

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PHASE 1

A V

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V O

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N…

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