471840 Tarmac Replacement - RTA Drawings.pdf

PDF 16 MB Posted Aug 21, 2020

Attached to: Aircraft Parking Apron Replacement
Solicitation number: W912DQ20R4027
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to replace aircraft parking aprons and conduct related airfield work. The solicitation seeks offers to replace full-depth concrete pavement for aircraft parking aprons, conduct crack repair and sealing of asphalt in a personal vehicle parking area, install new aircraft tie downs and grounding points, paint airfield markings and aircraft parking locations, and install a gate operator control circuit. The work is located at the New Century Air Center in Olathe, Kansas. Evaluation factors for the best value trade-off source selection include offerors' performance capabilities. The solicitation will provide further instructions on proposal requirements and the basis for award. The issuing agency is the Department of the Army Corps of Engineers Engineering District Kansas City.

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File	Type	Posted
W912DQ20R4027-0001 New Century AirCenter.pdf	PDF	Sep 15, 2020
New Century Site Visit list 27 Aug 2020.pdf	PDF	Sep 2, 2020
W912DQ20R4027 NEW CENTURY TARMAC REPAIR-RTA.pdf	PDF	Aug 21, 2020

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...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\COVER SHEET

3:38:41 PM 8/21/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

KANSAS CITY DISTRICT

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NEW CENTURY USARC AND ASF NO. 37

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PN 471840, FY2018

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NEW CENTURY, KANSAS

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DETAIL IDENTIFICATION NUMBER

SECTION IDENTIFICATION LETTER

DETAIL BOUNDARY

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SHEET NUMBER OF DRAWING

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SHEET NUMBER OF DETAIL

EXTERIOR VIEW LETTER

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...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\GENERAL LEGEND AND ABBREVIATIONS

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SHEET NAMING LEGEND

CS501

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1-DIGIT SHEET TYPE DESIGNATOR (0-9)

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INTERDISCIPLINARY LEGENDS

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ARCHITECTURAL ELEMENTS

ARCHITECTURAL GENERAL

STRUCTURAL

CIVIL SITE UTILITY

CIVIL SITE PAVING

CIVIL GRADING

CIVIL SITE

CIVIL DEMOLITION

CIVIL GENERAL

GEOTECHNICAL

SURVEY/MAPPING

GENERAL

MECHANICAL CONTROLS

MECHANICAL ELEMENTS

MECHANICAL DEMOLITION

MECHANICAL GENERAL

PLUMBING

FIRE SPRINKLER

FIRE ALARM

FIRE PROTECTION

INTERIOR ELEMENTS - FURNITURE

INTERIOR ELEMENTS

INTERIOR GENERAL

M-

P-

F-

I-

TELECOMMUNICATION SITE

TELECOMMUNICATION

ELECTRICAL POWER

ELECTRICAL LIGHTING

ELECTRICAL LIGHTING PROTECTION

ELECTRICAL SITE

ELECTRICAL DEMOLITION

ELECTRICAL

T-

E-

DISCIPLINE DESIGNATION

PROPERTY LINE

CONSTRUCTION EASEMENT

CONSTRUCTION CONTRACT LIMIT

RIGHT OF WAY

FIBER OPTICS

TREE LINE

SANITARY WASTE

GAS (HIGH PRESSURE)

GAS (LOW PRESSURE)

COMMUNICATION

NEW LEVEE

FEDERAL LEVEE

NON-FEDERAL LEVEE

BERM

DITCH

RIPRAP PLAN VIEW

WATER LINE

SANITARY SEWER - FORCE

TELEPHONE

DEMOLITION UTILITY LINE

STORM DRAIN

FENCE

RAILROAD

GUARDRAIL

ELECTRICAL SECONDARY

ELECTRICAL PRIMARY

SEE SHEET S-001 FOR LEGEND

TERMS AND ABBREVIATIONS

WATER HANDHOLE

WATER MANHOLE

WATER METER

SANITARY MANHOLE

SANITARY METER

SEPTIC TANK

SANITARY CLEANOUT

STORM DRAINAGE MANHOLE

NATURAL GAS SHUTOFF

NATURAL GAS MANHOLE

NATURAL GAS METER

MANHOLE ELECTRICAL

ELECTRICAL HANDHOLE

TELEPHONE MANHOLE

COMMUNICATION MANHOLE

TRANSFORMER (POLE MOUNTED)

GUY WIRE

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

BORING DRILLED

BORING UNDRILLED

PIEZOMETER

MONITORING WELL

COMMUNICATINON VAULT

ELECTRICAL VAULT

NATURAL GAS VAULT

TELEPHONE VAULT

FIRE HYDRANT

HORIZONTAL VERTICAL CONTROL POINT

UTILITY POLE

COMPACTED EARTH

SITE PLAN SYMBOL LEGEND

MATERIAL SYMBOL LEGEND

FILTRATION BED

CONCRETE

ROCK

RIPRAP

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SHEET REFERENCE SYMBOL LEGEND

FULL ELEMENT SECTION

PARTIAL ELEMENT SECTION

DETAIL INDICATOR

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

SITE PLAN

SCALE: 1" = 20'-0" 20' 40'0

DRAWING TITLE (TYP) NORTH ARROW

D4 SCALE: 1" = 20'-0"

BICYCLE RACK DETAIL

E8 SCALE: 1" = 20'-0"

PAVEMENT SECTION

DETAIL TITLESECTION TITLE

STRUCTURAL LEGEND

CULVERT - DRAINAGE PIPE

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LOW STEEL

LENGTH

POUND

INDUSTRIAL SEWER

INVERT

INCH

INSIDE DIAMETER

HYDRAULIC

HEIGHT

GAS VALVE

GRAVEL

GROUND

GAUGE

GATE VALVE

GAS

FIELD VERIFY

FEET

FORCE MAIN

FLOW LINE

FINISHED FLOOR ELEVATION

FIGURE

FIELD INLET

FIRE HYDRANT

EXISTING

EACH WAY

END SECTION

EQUAL

ENGINEER OF RECORD

EDGE OF PAVEMENT

ELEVATION (GRADE OR BLDG)

ELECTRIC

DOWELS

DRAWING

DETAIL

DUCTILE IRON PIPE

DIMENSION

DIAMETER

DROP INLET

DEGREE

DRAIN BASIN

CUBIC YARDS

CONTROL POINT

CONCRETE

COMMUNICATIONS

CORRUGATED METAL PIPE

CHAIN LINK FENCE

CURB INLET

CUBIC FEET PER SECOND

CATCH BASIN

CAPACITY

CONTRACTING OFFICER REPRESENTATIVE

CORPS OF ENGINEERS

CAST IRON

CONTROLED LOW STRENGTH MATERIAL

CENTER LINE

BOTTOM

BOTTOM OF STEEL

BUILDING

BOUNDARY

BENCH MARK

BALL AND BURLAP

AVERAGE

AVENUE

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APPROXIMATE

AREA INLET

LGTH

LBS

INV

I.D.

HYD

GRVL

GRND

G.V.

FFE

FIG

E/EX./EXIST

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WWF

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UKN

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TOC

TEL

TAB

STD

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SPEC

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ROW

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RAD OR R

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PROP

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NO.

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WATER VALVE

WATER MANHOLE

WATERLINE

WITHOUT

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WEST

VOLUME

VERTICAL

VITRIFIED CLAY PIPE

UTILITY

UNKNOWN

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

UNDERGROUND

UNITED STATES

TYPICAL

TEST PIT

TOP OF STEEL

TOP OF CONCRETE

TELEPHONE

TOP AND BOTTOM

STANDARD

STATION

SANITARY SEWER MANHOLE

SANITARY SEWER

SPECIFICATIONS

SPACING

SECTION

STORM DRAIN MANHOLE

STORM DRAIN

SIDEWALK

SOUTH

RIGHT OF WAY

REVISIONS

REQUIRED

REINFORCMENT

ROAD

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

RADIUS

POINT

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PROPOSED

POWER POLE

POWER LINE

POST INDICATOR VALVE

PERFORATED

PAVEMENT DRAIN

POLE

OVERHEAD ELECTRIC

OVERHEAD

OUTSIDE DIAMETER

ON CENTERS

NUMBER

NOT IN CONTRACT

NORTH/NEW

MONITORING WELL

MONUMENT

MINIMUM

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CS501

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US ARMY RESERVE HANGAR

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...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SOIL BORING LOCATION PLAN

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GENERAL SHEET NOTES LEGEND

SEE SHEET B-201 FOR DETACHED BORING LOGS.1.

SOIL BORING DESIGNATION AND LOCATIONAD-18-01

E 2,196,850.06 E 2,196,861.12

E 2,197,004.87 E 2,197,020.77 E 2,197,024.60

E 2,196,879.38 E 2,196,888.12

E 2,197,032.83

E 2,196,892.08

E 2,197,038.97 N 198,825.48

AD-18-01

N 198,812.75

AD-18-06

N 198,557.51

AD-18-07

N 198,576.37

AD-18-02

N 198,319.04

AD-18-03

N 198,318.79

AD-18-08

N 198,069.05

AD-18-04

N 198,057.39

AD-18-09

N 197,810.51

AD-18-05

N 197,816.43

AD-18-10

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...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\DETACHED BORING LOGS

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*NP=NON-PLASTIC

MOISTURE CONTENT % (M)

PLASTICITY INDEX* (PI)

LIQUID LIMIT (LL)

% PASSING #200 (-200) 77.5% 40 20 21

LEGEND OF LOG OF BORINGS

D DRIVE SAMPLE HOLE

C CORE HOLE

TP TEST PIT (INCLUDES POWER AUGER 0.6M OR LARGER DIAMETER)

U UNDISTURBED SAMPLE HOLE

A AUGER HOLE (HAND OR POWER AUGER LESS THAN 0.6M DIAMETER)

NS NOT SAMPLED (FIELD CLASSIFICATION FROM CUTTINGS ONLY)

FS FIELD SECTION OF OUTCROP

P PERMANENT PIEZOMETER

TYPE OF EXPLORATION

ASPHALT

CONC - CONCRETE

CH - USCS HIGH PLASTICITY

(FAT) CLAY

SH - SHALE

FILL (MADE GROUND)

CL - USCS LOW PLASTICITY

(LEAN) CLAY

SH (WTH) - SHALE,

WEATHERED

LS - LIMESTONE

70 27.4

11.3

ASPHALT

CONCRETE

BOH: REFUSAL

5/29/2018

16.8

27.1

23.8

21.0

ASPHALT

CONCRETE

FILL

BOH: SPT REFUSAL

5/30/2016

49 23.9

23.7

31.2

ASPHALT

CONCRETE

BOH: NO REFUSAL

5/30/2018

8.8

31.4

ASPHALT

CONCRETE

FILL

BOH: NO REFUSAL

5/31/2018

7.6

22.7

22.8

ASPHALT

CONCRETE

FILL

BOH: NO REFUSAL

5/31/2018

9.5

20.9

22.8 25

ASPHALT

CONCRETE

FILL

BOH: SPT REFUSAL

5/29/2018

31.3

25.4 40

ASPHALT

CONCRETE

FILL

BOH: SPT REFUSAL

5/29/2018

9.8

24.6

20.4

ASPHALT

CONCRETE

FILL

BOH: NO REFUSAL

5/30/2018

5.4

29.8

32.1

ASPHALT

CONCRETE

FILL

BOH: NO REFUSAL

5/30/2018

9.9

32.7

33.2

ASPHALT

CONCRETE

FILL

LEAN CLAY, MEDIUM,

DAMP, DARK GREY

BOH: NO REFUSAL

5/31/2018

1,064

1,066

1,068

1,070

1,072

1,074

1,076

1,078

1,060

1,062

1,064

1,066

1,068

1,070

1,072

1,074

1,062

E L E

V A

E L E

V A

AD-18-01 +1077.12 FT

YELLOW BROWN

MOTTLED LIGHT

DAMP TO MOIST,

FAT CLAY, MEDIUM,

BANDED, LIGHT BROWN

HARD, PARTING TO

SHALE, MODERATELY

ADU-18-02 +1075.80 FT

DAMP, DARK GREY

FAT CLAY, MEDIUM,

BROWN

DAMP, DARK YELLOW

FAT CLAY, MEDIUM,

BROWN

MOIST, DARK YELLOW

LEAN CLAY, MEDIUM,

DAMP, DARK GREY

LEAN CLAY, MEDIUM,

+1074.60 FTADU-18-03

LITHOLOGY

BOREHOLE

AT TIME OF DRILLING.

WATER LEVEL READING

AFTER DRILLING.

WATER LEVEL READING

DRILL DATE

BOREHOLE #, ELEVATION

BLACK

DAMP, DARK GREY TO

FAT CLAY, MEDIUM,

OLIVE BROWN

DAMP, MOTTLED DARK

LEAN CLAY, MEDIUM,

ADU-18-04 +1073.64 FT

YELLOW BROWN

DAMP TO MOIST, DARK

LEAN CLAY, MEDIUM,

ORANGE RED BROWN

DAMP TO MOIST,

LEAN CLAY, MEDIUM,

MOIST, BROWN

LEAN CLAY, MEDIUM,

DRY TO DAMP, BROWN

LEAN CLAY, MEDIUM,

BLUE

MOTTLED TAN WITH

TO STIFF, DAMP,

LEAN CLAY, MEDIUM

ORANGE BROWN

PARTING TO BANDED,

MODERATELY HARD,

WEATHERED SHALE,

ADU-18-06 +1076.06 FT

1,062

1,064

1,066

1,068

1,070

1,072

1,074

1,076

1,078

1,060

1,062

1,064

1,066

1,068

1,070

1,072

1,074

DARK BLUE GREY

DAMP, DARK GREY TO

LEAN CLAY, MEDIUM,

DAMP, BROWN

LEAN CLAY, MEDIUM,

BROWN

BROWN TO ORANGE

DAMP, DARK YELLOW

LEAN CLAY, STIFF,

28.0

ADU-18-05 +1072.67 FT

ORANGE BROWN

MOIST TO WET,

LEAN CLAY, MEDIUM,

BUFF

MODERATELY HARD,

LIMESTONE,

ADU-18-07 +1073.64 FT

MOIST, BROWN

LEAN CLAY, MEDIUM,

DAMP, DARK GREY

LEAN CLAY, MEDIUM,

BLACK

DAMP, DARK GREY TO

FAT CLAY, MEDIUM,

DAMP, BROWN

LEAN CLAY, MEDIUM,

YELLOW BROWN

DAMP TO MOIST,

LEAN CLAY, MEDIUM,

ADU-18-08 +1073.25 FT

ORANGE BROWN

MOIST TO WET,

LEAN CLAY, MEDIUM,

YELLOW BROWN

DAMP TO MOIST, DARK

LEAN CLAY, MEDIUM,

DAMP, DARK GREY

FAT CLAY, MEDIUM,

ADU-18-09 +1072.36 FT

DAMP, BLACK

FAT CLAY, MEDIUM,

OLIVE BROWN

DAMP, BROWN TO

LEAN CLAY, MEDIUM,

DAMP, ORANGE BROWN

LEAN CLAY, STIFF,

ADU-18-10 +1071.26 FT

AD-18-02 +1076.06 FT

5/29/2018

READY TO ADVERTISE

A U

G U

S T

US ARMY RESERVE HANGAR

NOTE 3

CAZ #1 AND #2

SEE PHASING NOTES

CAZ #2, NOTE 3

SEE PHASING NOTES

CAZ #1, NOTE 3

SEE PHASING NOTES

TAXIWAY SEE GENERAL NOTE 2

A T

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K E

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:48:47 PM 8/21/2020

...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\CONSTRUCTION AREA ZONES AND PHASING NOTES

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CB101

A L

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N D A

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K A

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A S

C1 SCALE: 1" = 50' 50' 100'0

CAZ 1

CAZ 2

CONSTRUCTION AREA ZONES

D E

N B

E R

D E

N B

E R

D P

H A

G N

O T

E S

C O

N S

T R

U C

N A

R E

A Z

O N

E S

PHASING NOTES

BY THE COR.

CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING DURING PROLONGED WORK STOPAGE OR AS DIRECTED 5.

CONTRACTOR AT THEIR OWN EXPENSE, OFF OF GOVERNMENT PROPERTY.

ALL EXISTING PAVEMENT AND CONSTRUCTION DEBRIS REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE 4.

LOCATION OF ALL LOW PROFILE BARRIERS. SEE SHEET CB102 FOR BARRICADE DETAILS.

COORDINATE WITH JOHNSON COUNTY AIRPORT COMMISION, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT

THE CONSTRUCTION AREA ZONE WILL BE DELINEATED BY THE LOW PROFILE BARRIERS. THE CONTRACTOR SHALL 3.

COORDINATION. WORK LIGHTING PLACEMENT SHALL BE COORDINATED WITH THE COR.

72 HOUR ADVANCE NOTICE WILL BE REQUIRED PRIOR TO ANY NIGHT WORK TO ENSURE APPROPRIATE GOVERNMENT 2.

ACCESSABLE DURING CONSTRUCTION.

GOVERNMENT. CONTRACTOR SHALL ENSURE THE NORTH HANGAR DOORS AND FOUR PARKING SPACES REMAIN

CONTRACTOR SHALL NOT BEGIN WORK IN CAZ #2 UNTIL WORK IN CAZ #1 IS COMPLETE AND TURNED OVER TO THE 1.

CONSTRUCTION AREA ZONE (CAZ) #2

CONTRACTOR AT THEIR OWN EXPENSE, OFF OF GOVERNMENT PROPERTY.

ALL EXISTING PAVEMENT AND CONSTRUCTION DEBRIS REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE 4.

LOCATION OF ALL LOW PROFILE BARRIERS. SEE SHEET CB102 FOR BARRICADE DETAILS.

COORDINATE WITH JOHNSON COUNTY AIRPORT COMMISION, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT

THE CONSTRUCTION AREA ZONE WILL BE DELINEATED BY THE LOW PROFILE BARRIERS. THE CONTRACTOR SHALL 3.

COORDINATION. WORK LIGHTING PLACEMENT SHALL BE COORDINATED WITH THE COR.

72 HOUR ADVANCE NOTICE WILL BE REQUIRED PRIOR TO ANY NIGHT WORK TO ENSURE APPROPRIATE GOVERNMENT 2.

AND FOUR PARKING SPACES REMAIN ACCESSABLE DURING CONSTRUCTION.

CONTRACTOR SHALL PERFORM WORK STARTING IN CAZ #1. CONTRACTOR SHALL ENSURE THE SOUTH HANGAR DOORS 1.

CONSTRUCTION AREA ZONE (CAZ) #1

T A

R M

A C R

E P

L A

C E

M E

N T

GENERAL NOTES

SEE GENERAL NOTE 3

SECURITY FENCING IF THERE IS A LONG PERIOD OF INACTIVITY OR AS DIRECTED BY THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL ESTABLISH TEMPORARY AFTER THE EXSTING SECURITY FENCING HAS BEEN REMOVED, 4.

EXISTING FENCE WITHIN CAZ #2 TO BE REMOVED DURING FENCE DEMOLITION IN CAZ #1. 3.

DETAIL ON CB102.

WITH JOHNSON COUNTY AIRPORT COMMISION, THROUGH THE CONTRACTING OFFICER. SEE CLOSED TAXIWAY CROSS

EXISTING TAXIWAY TO BE CLOSED DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE TAXIWAY CLOSURE 2.

AIRFIELD PAVEMENT AREAS.

CONTRACTOR HAULING OPERATIONS. ALL VEHICLE TIRES SHALL BE INSPECTED FOR FOD PRIOR TO CROSSING

MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING

CONTRACTOR SHALL PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY

CONTRACTOR'S CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY SWEPT AND VACUUMED CLEAN. THE

IS TRAVERSED BY THE CONTRACTOR'S VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE

THE CONTRACTOR SHALL PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS) CONTROL ON ALL AIRFIELD PAVEMENT THAT 1.

A U

G U

S T

BARRICADES (2)

CORNER LOW PROFILE

BARRICADES

LOW PROFILE

10' C TO C

C T

O C

SEE NOTE 4

STRIPE - 6" TO 12" WIDE

SOLID REFLECTIVE ORANGE

SEE NOTE 4

STRIPE - 6" TO 12" WIDE

SOLID REFLECTIVE WHITE

SEE NOTE 2

FLASHING RED LIGHT

6' TO 10' IN LENGTH

12.5'

5'5'5'

SHALL BE YELLOW

TAXIWAY CROSSES

CENTERLINE

EXISTING TAXIWAY

90°

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

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

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:51:39 PM 8/21/2020

...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\BARRICADE DETAILS AND CLOSED TAXIWAY CROSS

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CB102

A L

O E

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O V

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W C

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R Y U

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R C A

N D A

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H E

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M O

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T R

E E

K A

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C O

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L L

2. PROVIDE ONE 12-FOOT GAP BETWEEN LOW PROFILE BARRICADES AT EACH LOCATION FOR FIRE DEPARTMENT AND SECURITY POLICE ACCESS.

1. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT INTERVALS AT LOCATIONS INDICATED.

NOTES:

LCONSTRUCTION AREA

12"

5. NOTE THAT THE MINIMUM LOW PROFILE BARRICADE REQUIREMENTS ARE 8"x8". MAINTAIN 6' TO 10' IN LENGTH.

4. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM. TOP STRIPES NOT SHOWN FOR CLARITY.

BARRICADES AND HAZARD LIGHTS.

3. THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW PROFILE

2. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER MINUTE.

HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

NOTES:

T A

R M

A C R

E P

L A

C E

M E

N T

A7 SCALE: NTS

D7 SCALE: NTS

TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL

TYPICAL LOW PROFILE BARRICADE DETAIL

CLOSED TAXIWAY CROSS

CROSSES AND THE TIMING OF INSTALLATION AND REMOVAL OF CLOSED TAXILANE CROSSES.

COMMISION, THROUGH THE CONTRACTING OFFICER, THE EXACT LOCATION OF ALL CLOSED TAXIWAY

THE CONTRACTOR SHALL COORDINATE TAXIWAY CLOSURE WITH THE JOHNSON COUNTY AIRPORT 3.

PAINTING OF CLOSED TAXILANE CROSSES DIRECTLY ON PAVEMENT SHALL NOT BE ALLOWED.2.

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* PLYWOOD ANCHORED WITH NAILS

THE CLOSED TAXILANE CROSSES SHALL BE CONSTRUCTED USING ONE OF THE FOLLOWING:1.

NOTES:

C L

O S

E D T

A X

A Y C

R O

S S

B A

R R

A D

E D

E T

S A

N D

A U

G U

S T

TAXIWAY

BATCH PLANT LOCATION

265'

CAZ 1 HAUL/ACCESS ROUTE

CONTRACTOR HAUL/ACCESS ROUTE

CAZ 2 HAUL/ACCESS ROUTE

CONTRACTOR STAGING AREA CAZ 2

CONTRACTOR STAGING AREA CAZ 1

CP ARC-2

CP ARC-1

TRANSFORMER LOCATION

WATER HYDRANT LOCATION

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

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

2 3 4 5 6 7 8 9 10

SHEET ID

®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

NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:53:51 PM 8/21/2020

...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\BATCH PLANT LOCATION AND SURVEY CONTROL

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CB103

A L

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O V

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H E

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S A

R C A

N D A

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M O

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H S

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Y D

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C O

D E

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K A

N S

A S

CAZ 1

CAZ 2

D E

N B

E R

D E

N B

E R

A1 SCALE: 1" = 60' 60' 120'0

U S T R

L P

K W

GENERAL SHEET NOTES

T A

R M

A C R

E P

L A

C E

M E

N T

US ARMY RESERVE HANGAR

A N

D S

U R

V E

Y C

O N

T R

O L

B A

T C

H P

L A

N T L

O C

A T

BATCH PLANT LOCATION AND SURVEY CONTROL

SURVEY CONTROL

ELEV. 1073.987

E: 2196699.465

N: 198602.150

CP ARC-2

ELEV. 1071.243

E: 2196436.995

N: 197959.226

CP ARC-1

CONTROL POINTS:2.

THE SURVEY IS IN US SURVEY FEET.

KANSAS NORTH 1501, HORIZONTAL DATUM NAD 83, VERTICAL DATUM NAVD 88.

SURVEY COORDINATE SYSTEM IS STATE PLANE COORDINATE SYSTEM 1.

SPECIFICATION 32 13 14 .13.

THAN 15 MINUTE HAUL TIME FROM THE PLACING SITE AS REQUIRED BY

THE RESPONSIBILITY OF THE CONTRACTOR. LOCATION MUST BE NO MORE

COSTS ASSOCIATED WITH THE ALTERNATE BATCH PLANT LOCATION ARE

ALTERNATE LOCATION AS APPROVED BY THE CONTRACTING OFFICER. ALL

CONTRACTOR HAS THE OPTION OF LOCATING THE BATCH PLANT AT AN 9.

PERSONNEL AND VEHICLES.

AND CONSTRUCTION AREA ZONE, ARE OFF LIMITS TO ALL CONTRACTOR

ALL AREAS OTHER THAN THE CONTRACTOR'S STAGING AREA, HAUL ROUTE 8.

USED FOR THE NEW CENTURY TARMAC REPLACEMENT PROJECT ONLY.

SEPARATELY IN FREE-DRAINING STOCKPILES. THE BATCH PLANT IS TO BE

AGGREGATE STOCKPILED AT THE BATCH PLANT SHALL BE STORED

CONDITIONS AFTER CONTRUCTION IS COMPLETE. EACH SIZE OF

THE CONTRACTOR SHALL RESTORE THE BATCH PLANT AREA TO EXISTING 7.

UTILITY CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

UTILITY COMPANY FOR ALL CONNECTIONS. ALL COSTS ASSOCIATED WITH

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH LOCAL

A FIRE HYDRANT IS LOCATED JUST OUTSIDE BATCH PLANT AREA ENTRANCE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN WATER SUPPLY. 6.

OF THE CONTRACTOR.

COSTS ASSOCIATED WITH UTILITY CONNECTION ARE THE RESPONSIBILITY

COORDINATING WITH LOCAL UTILITY COMPANY FOR ALL CONNECTIONS. ALL

PLANT LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR

UNDERGROUND POWER IS AVAILABLE FOR CONTRACTOR USE AT THE BATCH 5.

ALL HAUL ROUTES SHALL REMAIN PASSABLE AT ALL TIMES.4.

CONDITION BY REPAIRING POTHOLES, RUTS AND SOFT YIELDING SPOTS.

THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES TO ORIGINAL 3.

SEE SHEET CB104 FOR BATCH PLANT AREA PHOTOGRAPHS.2.

SEE SHEET CB101 FOR PHASING AND GENERAL NOTES.1.

A U

G U

S T

A T

N N

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N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:55:36 PM 8/21/2020

...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\BATCH PLANT AREA PHOTOGRAPHS

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N D A

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H E

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M O

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H S

T R

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K A

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Y D

T R

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D R

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C O

D E

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K A

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A S

D E

N B

E R

D E

N B

E R

T C

H P

L A

N T A

R E

A P

H O

T O

G R

A P

H S

A4 SCALE: NTS

E4 SCALE: NTS

BATCH PLANT AREA

T A

R M

A C R

E P

L A

C E

M E

G U

S T

TO BE REMOVED.

SLIDING GATE AND CONTROLS

EXISTING TRENCH DRAIN TO REMAIN

TO BE REMOVED WITH PAVEMENT (TYP)

CONCRETE MOORING AND GROUNDING POINTS

TO BE REMOVED

ELECTRICAL LINE

TO BE REMOVED

12" RCP STORM SEWER

SEE NOTE 3

STRUCTURE TO BE REMOVED

SEE NOTE 3

STRUCTURE TO BE REMOVED

SEE NOTE 3

STRUCTURE TO BE REMOVED

SEE NOTE 3

STRUCTURE TO BE REMOVED

E: 2,196,720.50

N: 198,510.87

E OUT FL ELEV = 1069.58

W IN 12" RCP FL ELEV = 1069.68

TOP ELEV = 1072.68

EXISTING AREA INLET

S OUT 32" RCP FL ELEV = 1069.07

NW IN 15" RCP FL ELEV = 1069.72

NE IN 15" RCP FL ELEV = 1069.17

N IN 24" RCP FL ELEV = 1069.47

TOP ELEV = 1076.32

EXISTING AREA INLET

NW OUT 12" RCP FL ELEV = 1069.90

TOP ELEV = 1072.70

EXISTING AREA INLET TO BE REMOVED SW OUT 12" RCP FL ELEV = 1069.94

TOP ELEV = 1072.84

EXISTING AREA INLET TO BE REMOVED

NW OUT 12" RCP FL ELEV = 1065.85

TOP ELEV = 1072.55

EXISTING AREA INLET

SEE NOTE 6

FENCE TO BE REMOVED

SEE NOTE 6

FENCE TO BE REMOVED

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:54:07 PM 8/21/2020

...\New Century Tarmac Replacement\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\PAVEMENT REMOVAL PLAN - AREA A

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H E

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R Y U

S A

R C A

N D A

S F N

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

D R

A W

G C

O D

D R

A W

C O

D E

A L

O E

W E

P N

C D

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N E

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T U

R Y

K A

N S

A S

D E

N B

E R

D E

N B

E R

A1 SCALE: 1" = 30' 30' 60'0

GENERAL SHEET NOTES

LEGEND

M A

T C

H L

E S

H E

E T C

UTILITY AND FENCE DEMOLITION

T A

R M

A C R

E P

L A

C E

M E

N T

SEE NOTE 1

PAVEMENT TO BE REMOVED

PAVEMENT REMOVAL PLAN - AREA A

P A

V E

M E

N T R

E M

O V

A L P

L A

N A

R E

E 2,197,093.49

N 198,951.27

N 198,940.88

E 2,196,774.50

E 2,196,785.21

N 198,611.98

N 198,611.23

E 2,196,761.66

N 198,609.23

E 2,196,761.72

N 198,594.31

E 2,196,726.17

E 2,196,690.67

N 198,593.16

E 2,196,697.01

N 198,392.62 E 2,196,702.53

N 198,319.97

N 198,392.73 N 198,320.08

N 198,306.16

N 198,305.52

E 2,196,700.16 E 2,196,705.96

E 2,196,706.43

E 2,196,725.99

SEE NOTE 7

CENTER HANGAR

US ARMY RESERVE

BUILDING.

WHEN WORKING NEAR THE HANGAR BUILDING TO AVOID DAMAGING THE

CONTRACTOR SHALL USE EXTREME CAUTION AND PROTECTIVE MEASURES

THE US ARMY RESERVE CENTER HANGAR IS A HISTORIC BUILDING. 7.

REMOVED.

EXISTING FENCE AND POST FOUNDATIONS ARE TO BE COMPLETELY 6.

REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE COMPLETELY

ALL PAVEMENT MARKINGS, NOT MARKED TO BE REMOVED, WHICH ARE 5.

REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.

ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO

BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT

STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE 4.

STRUCTURES ARE APPROXIMATELY 2' IN DIAMETER AND 3.5' DEEP.

SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL.

EXISTING PAVEMENT AND ARE ASSUMED TO BE ABANDONED. CONTRACTOR

STRUCTURES ARE ASSUMED TO BE PART OF THE HEATING SYSTEM FOR THE 3.

EAST TO WEST EVERY 30' THE FULL LENGTH OF THE APRON.

CONDUITS ARE ASSUMED TO BE APPROXIMATELY 1.5" IN DIAMETER AND RUN

JUST BELOW THE CONCRETE AND SHOULD BE REMOVED WITH PAVEMENT.

EXISTING PAVEMENT WAS HEATED IN THE PAST. CONDUIT REMAINS IN OR 2.

SECTION.

SEE DETACHED BORING LOGS, SHEET B-201, FOR EXISTING PAVEMENT 1.

A U

G U

S T

READY TO ADVERTISE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

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

2 3 4 5 6 7 8 9 10

SHEET ID

®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

TOP ST

DI ELEV

= 1072.5

4 SFT

TOP ST

DI ELEV

= 1072.5

4 SFT

TOP ST

DI ELEV

= 1072.5

4 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

5 SFT

TOP ST

DI ELEV

= 1072.5

7 SFT

TOP ST

DI ELEV

= 1072.5

7 SFT

TOP ST

DI ELEV

= 1072.5

7 SFT

TOP ST

DI ELEV

= 1072.5

8 SFT

TOP ST

DI ELEV

= 1072.5

8 SFT

TOP ST

DI ELEV

= 1072.5

8 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.5

9 SFT

TOP ST

DI ELEV

= 1072.6

0 SFT

TOP ST

DI ELEV

= 1072.6

0 SFT

TOP ST

DI ELEV

= 1072.6

0 SFT

TOP ST

DI ELEV

= 1072.6

6 SFT

TOP ST

DI ELEV

= 1072.6

6 SFT

TOP ST

DI ELEV

= 1072.6

6 SFT

TOP ST

DI ELEV

= 1072.6

7 SFT

TOP ST

DI ELEV

= 1072.6

7 SFT

TOP ST

DI ELEV

= 1072.6

7 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

8 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.6

9 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

0 SFT

TOP ST

DI ELEV

= 1072.7

2 SFT

TOP ST

DI ELEV

= 1072.7

2 SFT

TOP ST

DI ELEV

= 1072.7

2 SFT

TOP ST

DI ELEV

= 1072.7

5 SFT

TOP ST

DI ELEV

= 1072.7

5 SFT

TOP ST

DI ELEV

= 1072.7

5 SFT

TOP ST

DI ELEV

= 1072.7

9 SFT

TOP ST

DI ELEV

= 1072.7

9 SFT

TOP ST

DI ELEV

= 1072.7

9 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.8

4 SFT

TOP ST

DI ELEV

= 1072.9

1 SFT

TOP ST

DI ELEV

= 1072.9

1 SFT

TOP ST

DI ELEV

= 1072.9

1 SFT

WWW

TOP ST

MH ELEV

= 1073.9

2 SFT

TOP ST

MH ELEV

= 1073.9

2 SFT

TOP ST

MH ELEV

= 1073.9

2 SFTE

EEE

TOP ST

MH ELEV

= 1074.2

4 SFT

TOP ST

MH ELEV

= 1074.2

4 SFT

TOP ST

MH ELEV

= 1074.2

4 SFTE

EEE

TOP ST

M H ELEV

= 1075.0

3 SFT

TOP ST

M H ELEV

= 1075.0

3 SFT

TOP ST

M H ELEV

= 1075.0

3 SFT

DDE E

TOP ST

DI ELEV

= 1075.8

3 SFT

TOP ST

DI ELEV

= 1075.8

3 SFT

TOP ST

DI ELEV

= 1075.8

3 SFT

TOP ST

DI ELEV

= 1075.8

9 SFT

TOP ST

DI ELEV

= 1075.8

9 SFT

TOP ST

DI ELEV

= 1075.8

9 SFT

TOP ST

DI ELEV

= 1075.9

2 SFT

TOP ST

DI ELEV

= 1075.9

2 SFT

TOP ST

DI ELEV

= 1075.9

2 SFT

TOP ST

DI ELEV

= 1076.0

0 SFT

TOP ST

DI ELEV

= 1076.0

0 SFT

TOP ST

DI ELEV

= 1076.0

0 SFT

TOP ST

DI ELEV

= 1076.1

2 SFT

TOP ST

DI ELEV

= 1076.1

2 SFT

TOP ST

DI ELEV

= 1076.1

2 SFT

TOP ST

DI ELEV

= 1076.1

3 SFT

TOP ST

DI ELEV

= 1076.1

3 SFT

TOP ST

DI ELEV

= 1076.1

3 SFT

TOP ST

DI ELEV

= 1076.1

9 SFT

TOP ST

DI ELEV

= 1076.1

9 SFT

TOP ST

DI ELEV

= 1076.1

9 SFT

TOP ST

DI ELEV

= 1076.2

6 SFT

TOP ST

DI ELEV

= 1076.2

6 SFT

TOP ST

DI ELEV

= 1076.2

6 SFT

TOP ST

MH ELEV

= 1076.3

2 SFT

TOP ST

MH ELEV

= 1076.3

2 SFT

TOP ST

MH ELEV

= 1076.3

2 SFT

DDD

WWW

EXISTING TAXIWAY

FENCE TO REMAIN

TO BE REMOVED WITH PAVEMENT (TYP)

CONCRETE MOORING AND GROUNDING POINTS

DURING CONSTRUCTION

TO REMAIN AND BE PROTECTED FROM DAMAGE

ELECTRICAL POWER FOR AIRFIELD LIGHTING

TO BE REMOVED

12" RCP STORM SEWER

TO BE REMOVED

ELECTRICAL LINE

SEE NOTE 3

BE REMOVED

STRUCTURE TO

SEE NOTE 3

BE REMOVED

STRUCTURE TO

SEE NOTE 3

BE REMOVED

STRUCTURE TO

SEE NOTE 3

BE REMOVED

STRUCTURE TO

SEE NOTE 3

BE REMOVED

STRUCTURE TO

DAMAGE DURING CONSTRUCTION

TO REMAIN AND BE PROTECTED FROM

FIBER OPTIC LINE AND WATER LINE

SW OUT 12" RCP FL ELEV = 1067.30

TOP ELEV = 1070.40

EXISTING AREA INLET TO BE REMOVED

S OUT 32" RCP FL ELEV = 1061.53

W IN 12" RCP FL ELEV = 1062.73

N IN 32" RCP FL ELEV = 1061.63

TOP ELEV = 1071.53

EXISTING STORM MANHOLE

S OUT 32" RCP FL ELEV = 1062.06

E IN 12" RCP FL ELEV = 1063.61

N IN 32" RCP FL ELEV = 1062.11

TOP ELEV = 1072.01

EXISTING STORM MANHOLE

SW OUT 12" RCP FL ELEV = 1069.02

TOP ELEV = 1071.72

EXISTING AREA INLET TO BE REMOVED

SEE NOTE 6

FENCE TO BE REMOVED

SEE NOTE 6

FENCE TO BE REMOVED

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:57:32 PM 8/21/2020

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GENERAL SHEET NOTES

LEGEND

UTILITY AND FENCE DEMOLITION

M A

T C

H L

E S

H E

E T C

T A

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PAVEMENT REMOVAL PLAN - AREA B

SEE NOTE 1

PAVEMENT TO BE REMOVED

BUILDING.

WHEN WORKING NEAR THE HANGAR BUILDING TO AVOID DAMAGING THE

CONTRACTOR SHALL USE EXTREME CAUTION AND PROTECTIVE MEASURES

THE US ARMY RESERVE CENTER HANGAR IS A HISTORIC BUILDING. 7.

REMOVED.

EXISTING FENCE AND POST FOUNDATIONS ARE TO BE COMPLETELY 6.

REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE COMPLETELY

ALL PAVEMENT MARKINGS, NOT MARKED TO BE REMOVED, WHICH ARE 5.

REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.

ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO

BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT

STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE 4.

STRUCTURES ARE APPROXIMATELY 2' IN DIAMETER AND 3.5' DEEP.

SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL.

EXISTING PAVEMENT AND ARE ASSUMED TO BE ABANDONED. CONTRACTOR

STRUCTURES ARE ASSUMED TO BE PART OF THE HEATING SYSTEM FOR THE 3.

EAST TO WEST EVERY 30' THE FULL LENGTH OF THE APRON.

CONDUITS ARE ASSUMED TO BE APPROXIMATELY 1.5" IN DIAMETER AND RUN

JUST BELOW THE CONCRETE AND SHOULD BE REMOVED WITH PAVEMENT.

EXISTING PAVEMENT WAS HEATED IN THE PAST. CONDUIT REMAINS IN OR 2.

SECTION.

SEE DETACHED BORING LOGS, SHEET B-201, FOR EXISTING PAVEMENT 1.

SEE NOTE 7

CENTER HANGAR

US ARMY RESERVE

N 198,189.77

E 2,196,702.70 E 2,196,704.77

N 198,251.12 N 198,040.53

E 2,196,707.56

E 2,196,750.96

N 198,041.86

E 2,196,762.24

N 197,675.50

N 197,687.63

E 2,197,134.65

E 2,196,718.03

N 198,274.07

N 198,251.58

N 198,189.91

N 198,274.36

E 2,196,727.03

E 2,196,718.76

E 2,196,706.76

A U

G U

S T

READY TO ADVERTISE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

DDDDDD

DDD

NO CIVILIAN VEHICLESNO CIVILIAN VEHICLES

WWWWWW

EEE

WWW

EEE

75'

80'84.87'

10' 8.13'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

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N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®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

NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES

EXISTING TAXIWAY

N 198,953.27

N 198,949.75

N 198,942.82

N 198,941.93 N 198,611.92

N 198,607.42

N 198,391.20

N 198,392.56

E 2,197,093.43

CONSTRUCTION

LIMIT

E 2,196,772.50

CONSTRUCTION

LIMIT E 2,196,772.53

FENCE LIMIT

E 2,197,016.00

FENCE LIMIT

E 2,196,783.27

CONSTRUCTION

LIMIT

E 2,196,645.20

CONSTRUCTION

LIMIT

E 2,196,652.03

CONSTRUCTION

LIMIT

E 2,196,695.01

CONSTRUCTION

LIMIT

US ARMY RESERVE

CENTER HANGAR

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:14:27 PM 8/21/2020

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GENERAL SHEET NOTES

M A

T C

H L

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H E

E T C

PAVEMENT MARKING DETAILS.

BY THE CONTRACTOR AT THEIR OWN EXPENSE. SEE SHEET CS503 FOR

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

ALL TAXILANE MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR 2.

SEE SHEET CS503 FOR PAVEMENT MARKING DETAILS.1.

T A

R M

A C R

E P

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N A

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A A

35'

SITE PLAN - AREA A

SHEET KEYNOTES

ACCESSORIES AS NEEDED.

AND VERTICAL ALIGNMENT. REPLACE EXISTING VALVES, CONNECTIONS, AND

CONSTRUCTION LIMITS SHOWN. MATCH EXISTING WATER MAIN HORIZONTAL

REPLACE EXISTING WATER MAIN WITH PVC OR PE PIPE WITHIN THE 12.

PAINT 36" RED NON-REFLECTIVE SQUARE.11.

MATCH EXISTING. SEE STRIPING DETAIL SHEET CS503.

PAINT POV PARKING SPACES. LOCATION AND NUMBER OF SPACES SHALL 10.

ADDITIONAL NOTES AND DETAILS.

CONSTRUCTION AREA ZONE LIMITS. SEE SHEETS CB101 AND CB102 FOR 9.

PAINT 6" RED NON-REFLECTIVE LINE. 8.

3-260-04, FIGURES 6-13 AND 6-14, AND 72" TALL

PLACES ALONG EDGE OF APRON AS SHOWN. LETTERS ARE TO BE PER UFC

PAINT "NO CIVILIAN VEHICLES" IN RED NON-REFLECTIVE PAINT. LOCATE IN 6 7.

EDGE OF APRON DOUBLE YELLOW LINE MARKING. SEE DETAIL SHEET CS503.6.

TAXILANE CENTERLINE MARKING, TYP.5.

SEE DETAIL SHEET CS503.

PARKING SPACE MARKINGS AND MOORING AND GROUNDING POINTS, TYP. 4.

INSTALL 7 FT SECURITY FENCE. SEE DETAILS SHEET CS501.3.

INSTALL SLIDING GATE. SEE DETAILS SHEET CS502.2.

TAXILANE CENTERLINE MARKING.

ADJUST NEW TAXILANE CENTERLINE MARKING TO LINE UP WITH EXISTING 1.

A U

G U

S T

12.39'

36.25'

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

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D B

D A

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C H

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D B

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N B

U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

®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

NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES NO CIVILIAN VEHICHLES

NO PARKING NO PARKING

EXISTING TAXIWAY

N 198,189.74

N 198,188.35 N 198,039.02

N 198,041.84

N 198,192.88

N 198,098.99

N 197,675.19

N 197,687.21N 198,109.41

CONSTRUCTION

E 2,196,701.62

CONSTRUCTION

LIMIT

E 2,196,658.85

CONSTRUCTION

LIMIT

E 2,196,663.71

CONSTRUCTION

LIMIT

E 2,196,750.31

CONSTRUCTION

LIMIT

E 2,196,801.08

CONSTRUCTION

LIMIT

E 2,196,798.02

CONSTRUCTION

LIMIT

E 2,196,762.25

CONSTRUCTION

LIMIT

E 2,197,134.66

CONSTRUCTION

LIMIT

E 2,197,120.91

CONSTRUCTION

LIMIT

N 197,676.49

E 2,196,762.67

FENCE LIMIT

US ARMY RESERVE

CENTER HANGAR

N 197,686.08

E 2,197,057.16

FENCE LIMIT

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:18:37 PM 8/21/2020

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PAVEMENT MARKING DETAILS.

BY THE CONTRACTOR AT THEIR OWN EXPENSE. SEE SHEET CS503 FOR

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

ALL TAXILANE MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR 2.

SEE SHEET CS503 FOR PAVEMENT MARKING DETAILS.1.

35'

M A

T C

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SHEET KEYNOTES

ACCESSORIES AS NEEDED.

AND VERTICAL ALIGNMENT. REPLACE EXISTING VALVES, CONNECTIONS, AND

CONSTRUCTION LIMITS SHOWN. MATCH EXISTING WATER MAIN HORIZONTAL

REPLACE EXISTING WATER MAIN WITH PVC OR PE PIPE WITHIN THE 11.

PAINT 36" RED NON-REFLECTIVE SQUARE.10.

MATCH EXISTING. SEE STRIPING DETAIL SHEET CS503.

PAINT POV PARKING SPACES. LOCATION AND NUMBER OF SPACES SHALL 9.

ADDITIONAL NOTES AND DETAILS.

CONSTRUCTION AREA ZONE LIMITS. SEE SHEETS CB101 AND CB102 FOR 8.

PAINT 6" RED NON-REFLECTIVE LINE. 7.

3-260-04, FIGURES 6-13 AND 6-14, AND 72" TALL

PLACES ALONG EDGE OF APRON AS SHOWN. LETTERS ARE TO BE PER UFC

PAINT "NO CIVILIAN VEHICLES" IN RED NON-REFLECTIVE PAINT. LOCATE IN 6 6.

EDGE OF APRON DOUBLE YELLOW LINE MARKING. SEE DETAIL SHEET CS503.5.

TAXILANE CENTERLINE MARKING, TYP.4.

SEE DETAIL SHEET CS503.

PARKING SPACE MARKINGS AND MOORING AND GROUNDING POINTS, TYP. 3.

INSTALL 7 FT SECURITY FENCE. SEE DETAILS SHEET CS501.2.

INSTALL 14 FT DOUBLE SWING GATE. SEE DETAILS SHEET CS502.1.

A U

G U

S T

(3/8" MIN. DIA.)

TRUSS ROD

16" MIN. DIA.

10' 0" MAXIMUM10' 0" MAXIMUM

10' 0" MAXIMUM 10' 0" MAXIMUM

TRUSS RODTRUSS ROD

RAILS

BRACE

TENSION WIRE

LINE POST RAILS

BRACE

TENSION WIRE

LINE POST

PULL POST

ON EXTENSION ARMS

BARBED-WIRE APRON

ON EXTENSION ARMS

BARBED-WIRE APRON

OR PULL POST

CORNER, END,

BRACE RAIL

TOP RAIL OR TENSION WIRE

(TYP.)

OR CLIPS

TIE WIRES

HOG RINGS (TYP.)

TIE WIRES OR

LINE POST

TENSION WIRE

BOTTOM OF FABRIC

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

LINE POST

CONCRETE BASE

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.3

ROD

STEEL GROUND

COPPER-CLAD

" DIA. 4

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

(3/8" MIN. DIA.)

TRUSS ROD

TENSION BAND

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

FABRIC

TENSION BAR

CARRIAGE BOLT

TENSION WIRE

(2'-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

FABRIC

CONCRETE BASE

" MIN. DIA)8

TRUSS ROD

Y P

LOCK PIN (TYP.)

(TYP.)

BARBED WIRE

1' 0"

1' 0" 7

1/ 2"6"

FABRIC

OF FABRIC

TO BOTTOM

1" MAX. BOTTOM RAIL

(12" O.C. MAX.)

TIE WIRES

9-GAGE STEEL

THREADS

BOLT W/PEENED

" CARRIAGE 8

DOUBLE RAIL END

LINE POST

SECURE SIDE

FLUSH (TYP.)

" PLAIN PIN RIVETED 8

FLUSH (TYP.)

" PLAIN PIN RIVETED 8

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

O.C. MAX. AND

TIE WIRE (12"

9-GAGE STEEL

S O

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D E

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D E

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

USE AND SECTION

FASTENING DETAILS

SCALE: NTS

TOP OR BRACE

RAIL ATTACHMENT

SCALE: NTS

GROUNDING DETAIL

LINE POST ATTACHMENTS

SCALE: NTS A5

FE6 CHAIN-LINK SECURITY FENCE DETAIL

FE6 BRACE PANEL DETAIL

F1 SCALE: NTS

BOTTOM RAIL DETAILS

EXTENSION ARM DETAILS

TRUSS ROD AND BAND

SCALE: NTS

72" OR LESS

FABRIC WIDTH

84" TO 96"

FABRIC WIDTH

108" AND OVER

FABRIC WIDTH

4.00" O.D.

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

2.875" O.D.2.375" O.D.

1.90" O.D. 2.375" O.D. 2.875" O.D.

1.625" X 1.50"

1.50" SQ.

1.66" O.D.

TENSION BAND DETAIL

LINE POSTS TO BE EQUALLY SPACED LINE POSTS TO BE EQUALLY SPACED

ROUND POST

LINE POST CORNER POST

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

NOTE:

STEEL POST SCHEDULE

SCALE: NTS

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

H-SECTION

TUBULAR - ROUND

LINE POSTS

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

THROUGH THE BOTTOM RAIL AS SHOWN.

THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS PASS

CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE DRILLED

BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3/8" 3.

SENSORED FENCES.

FABRIC TO TENSION WIRES. HOG RINGS SHALL NOT BE ALLOWED ON

STAINLESS STEEL TIE WIRES SHALL BE USED FOR FASTENING FENCE

FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS. 16-GAGE,

ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR 2.

PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE 1.

GENERAL SHEET NOTES

ROUND POST END OR GATE POST DETAIL

ROUND POST

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:16:33 PM 8/21/2020

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PAVED SURFACE

SAND/GRAVEL

STEEL PIPE

1" ID

BITIMINOUS

6" DIA. P.C. CONC.

P.C. CONCRETE

(INDUSTRY STANDARD)

1/2" DIA. DROP ROD

BRACE RAIL (TYP)

AS SPECIFIED (TYP)

TOP TENSION WIRE OR RAIL

TRUSS ROD (TYP)

LINE POST

BRACE RAIL (TYP)

GRADE LINE

WIRE (TYP)

BOTTOM TENSION

FABRIC

CHAIN-LINK

LINE POST

HINGES (TYP)

LATCH ASSEMBLY

GATE FRAME

DROP ROD

FENCE FABRIC (TYP.)

OF BARBED WIRE

3 HORIZONTAL STRANDS

FABRIC

CHAIN-LINK

GATE FRAME

F E

N C

E F

A B

" O. D.8

53'-10" FOR POSTS 8

16" DIA. MIN. FOR GATE POSTS

GATE LEAF

2" MIN.

GATE OPENING

" DIA. TRUSS RODS (TYP.)8

WIRE (TYP.)

3 STRANDS OF BARBED

WIRE (TYP.)

3 STRANDS OF BARBED

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SHEET ID

®of Engineers

US Army Corps

U .S

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6' OR LESS

2.5" SQ

2.875" OD

(NOMINAL)

GATE LEAF WIDTH

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

GREATER THAN 18'

4.0' OD

6.625" OD

8.625" OD

(NOMINAL)

OUTSIDE DIMENSION

SWING GATE DETAILS

SCALE: NTS

DROP ROD FOUNDATION

SCALE: NTS

A4 SCALE: 3/8" = 1'

FE6 DOUBLE SWING GATE ELEVATION

LATCH ASSEMBLY DROP ROD ASSEMBLY

STANDARD HINGE

OVER 4" O.D.

24" DIA. FOR GATE POSTS

POSTS 4" O. D. OR LESS

PLAN

4" O. D. & LESS

3'-0" MIN. FOR POSTS

" O. D.8

53'-4" FOR POSTS 6

5" MAX FOR NON-SENSORED FENCES

2" MAX FOR SENSORED FENCES

GATE POST SCHEDULE

CONSTRUCTION OF ALL GATES SUPPLIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES.

FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY

BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY

1.90" NOMINAL (ROUND) OR 2.00' NOMINAL (SQUARE). GATE FRAMES SHALL

ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 2.

LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, 1.

GENERAL SHEET NOTES

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:18:54 PM 8/21/2020

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CONCRETE BASE

#52 ROLL CHAIN

LINE POST

(TYP.)

TIE WIRES

OPERATOR

GATE

GATE WARNING SIGN

FOR WIRING CONFIGURATION

SEE CONTROL DIAGRAM

OPTICAL SENSOR

4" DIA. POST 4" DIA. POST

VERTICAL BARBED WIRE ARMS (TYP)

BARBED-WIRE

3-STRANDS OF

GATE OPENING

TRUSS ROD

3/8" DIA.

AT UPPER CORNERS

TRUSS RODS WELDED

VERTICAL BARBED WIRE ARMS (TYP)

WITH USER

MOUNTING

COORDINATING

GATE POST SPACING 10'-0" MAXIMUM

DIA.

16" MIN.

5" MAX. CLEAR

CONCRETE BASE

#52 ROLL CHAIN

LINE POST

(TYP.)

TIE WIRES

OPERATOR

GATE

GATE WARNING SIGN

FOR WIRING CONFIGURATION

SEE CONTROL DIAGRAM

OPTICAL SENSOR

4" DIA. POST4" DIA. POST

VERTICAL BARBED WIRE ARMS (TYP)

BARBED-WIRE

3-STRANDS OF

TRUSS ROD

3/8" DIA.

AT UPPER CORNERS

TRUSS RODS WELDED

VERTICAL BARBED WIRE ARMS (TYP)

GATE POST SPACING10'-0" MAXIMUM

DIA.

16" MIN.

5" MAX. CLEAR

BAR & BANDS

STRETCHER

BAR & BANDS

STRETCHER

WITH USER

MOUNTING

COORDINATING

F E

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H T

GATE

GATE OPERATOR

GUARD POST

BARBED-WIRE

3-STRANDS OF

GATE FRAMEBACK FRAME

GATE

GATE OPERATOR

GUARD POST

BARBED-WIRE

3-STRANDS OF

GATE FRAME BACK FRAME

GATE OPENING

4" O.D. POST

GATE FRAME

ASSEMBLY

TRUCK ROLLER

4" O.D. POST

ASSEMBLY

GUIDE ROLLER

GATE FRAME

CONCRETE

SHOWN

FROM PIPE AS

FOOTING AWAY

SLOPE TOP OF

CONCRETE

FILL PIPE WITH

YELLOW

PAINTED SAFETY

WEIGHT STEEL PIPE

6" DIA. STANDARD

ROUND TOP

1'-6"

(TYP. 1 PER GATE), SEE NOTE 7

FOR WIRING CONFIGURATION

SEE CONTROL DIAGRAM

LEADING EDGE PRESSURE SENSOR

SEE NOTE 8

LIMIT SWITCH

SEE NOTE 8

LIMIT SWITCH

(1 TYP EACH GATE)

AND GATE OPERATOR POWERED OFF.

LOCKED WITH GATE CLOSED

ELECTRO-MECHANICAL LOCK

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GENERAL SHEET NOTES

A1 SCALE: NTS

DOUBLE CANTILEVERED SLIDING GATE

X X

XXXXXXXXX

X X X X X X X

XXXXXXXXXXXX

X X X X X

XXXXX

X X

XXXXXXXX

X X X X X X

XXXXXXXXXX

X X X X

XXXX

X X

XXXXX

X X X

XXX

X X

XX X X

X X

XXXXX

X X X

XXX X

XXXX

X X X

XXX

WARNING

Moving Gate Can Cause

KEEP CLEAR! Gate may move at any time

Without Prior Warning

Do not let children operate the gate or play

In the gate area.

This entrance is for vehicles only.

Pedestrians must use separate entrance.

Serious Injury or Death

ELEVATION

X X

X X X X X X X X X

XXXXXXX

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

XXXXX

X X X X X

X X

X X X X X X X X

XXXXXX

X X X X X X X X X X

XXXX

X X X X

X X

X X X X X

XXX

X X X

X X

X XXX

X X

X X X X X

XXX

X X XX

X X X X

XXX

X X X

WARNING

Moving Gate Can Cause

KEEP CLEAR! Gate may move at any time

Without Prior Warning

Do not let children operate the gate or play

In the gate area.

This entrance is for vehicles only.

Pedestrians must use separate entrance.

Serious Injury or Death

X X X X X XX X X XXX X X X X X X X X X X X X

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

SECURE SIDE

UNSECURE SIDE

XXXXXX XXXX X XXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXX

SECURE SIDE

UNSECURE SIDE

PLAN

WARNING

Moving Gate Can Cause

KEEP CLEAR! Gate may move at any time

Without Prior Warning

Do not let children operate the gate or play

In the gate area.

This entrance is for vehicles only.

Pedestrians must use separate entrance.

Serious Injury or Death

F1 SCALE: NTS F3 SCALE: NTS F5 SCALE: NTS F7

GATE WARNING SIGN ROLLER ASSEMBLY

UPPER TRUCK

ROLLER ASSEMBLY

LOWER GUIDE

PIPE GUARD DETAIL

FE5-48-36

FE6-84-24EXAMPLES:

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

SLIDE GATES SHALL BE DESIGNATED AS FOLLOWS:9.

THE COMPLETE OPEN POSISTION.

THAT LIMIT SWITCH SHUTS GATE MOTOR OFF WHEN THE SLIDING GATES AT

LIMIT SWITCH LOCATIONS SHALL BE DETERMINED BY CONTRACTOR SUCH 8.

SENSORS DO NOT TOUCH EACH OTHER.

INSTALLED IN SUCH A WAY THAT UPON GATE CLOSURE THE TWO PRESSURE

LEADING EDGE PRESSURE SENSORS FOR SLIDING GATES SHALL BE 7.

THE KEY PAD.

WITH 6 TO PROTECT THE GATE AND GATE OPERATOR AND 2 TO PROTECT

SHALL BE 8 PIPE GUARDS LOCATED AS SPECIFIED BY THE COR IN THE FIELD

PLAN VIEW DRAWING IS FOR GENERAL REFERENCE ONLY. THE QUANTITY

PAINTED AFTER INSTALLATION. PIPE GUARD LOCATION SHOWN ON THE

PIPE GUARD SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION AND 6.

FENCE FABRIC.

GATE WARNING SIGNS SHOWN SHALL BE INSTALLED ON EACH SIDE OF 5.

TO LIMIT OTHER TYPES OF GATE SECTIONS AND METHODS OF INSTALLATION.

DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED 4.

ROLLERS SHALL BE INTERNAL.3.

AS PER MANUFACTURER'S STANDARDS.

GATE FRAMES SHALL BE EITHER ZINC-COATED STEEL OR ALUMINUM ALLOY, 2.

CANTILEVERED SLIDE GATES SHALL CONFORM TO ASTM F1184.1.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:20:22 PM 8/21/2020

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6" MAX.

-3 /4

6" MAX.

2-3/4"

-1 /2

M A

-3 /4

-7 /8

6-1/2"

7-3/8"

4.00' LONG

#6 BARS,

3.00' LONG

#6 BARS,

COMPRESSED ROD

COPPER SLEEVE

OR EQUAL

COPPERWELD

3/4"x10'-0"

7/8" SQUARE DRAIN HOLE

9/16" DIA HOLES

6" BLACK OUTLINE

OUTLINE

6" BLACK

9.0' (TYP.)

AREA STRIPING

TYPICAL HATCH

FED STD YELLOW #33538

PAINT STRIPING

MARKING WITH 6" BLACK OUTLINE

6" YELLOW TAXILANE CENTERLINE

MARKING WITH 6" BLACK OUTLINE

6" DASHED WHITE PARKING SPACE

20'20'

20'

20'20'

20'

50'

POINT 12" DIA. - 6 EA

ROTOR BLADE MOORING

POINT 24" DIA. - 6 EA

FUSELAGE MOORING

12" DIA. - 2 EA

GROUNDING POINT

S O

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US Army Corps

U .S

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P S O

F E

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ELEVATION

APPROVED EQUAL

NEENAH R-3490A OR

-3 /8

1/ 4"

3/4"R

PLAN

-1 /2

7/8" DIA

YELLOW MARKING

2. THE SHEPHERDS CROOK SHALL BE PROCTECTED FROM DAMAGE DURING THE INSTALLATION PROCESS.

FORM MADE OF WOOD, METAL, OR COMPRESSED PAPER CUP.

1. THE DEPRESSION FOR THE GROUNDING POINT UNIT SHALL BE PROVIDED BY A REMOVABLE

NOTES:

GROUNDING POINT

SECTION

FOR ARMY MOORING DEVICE

SLAB REINFORCEMENT

AIRCRAFT TIEDOWN-MOORING POINT

2. ENLARGE HOLES TO ACCOMODATE REINFORCEMENT, IF NECESSARY.

1. MOORING DEVICE TO BE CAST IN DUCTILE IRON 80-22-06 OR EQUAL.

NOTES:

SECTION

2. ALL YELLOW TAXILANE CENTERLINE MARKINGS SHALL BE…

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