Appendix_K_-_KC46_-_Apron_and_Fuel_Hydrant_Relocation.pdf

PDF 7 MB Posted Nov 2, 2018

Attached to: KC 46A Two Bay General Purpose MX Hangar Federal contract opportunity
Solicitation number: W912DS-19-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Appendix K

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Other files for this federal contract opportunity

Other files attached to KC 46A Two Bay General Purpose MX Hangar, newest first.
File	Type	Posted
Amendment_0009.pdf	PDF	Jan 7, 2019
Amendment_0007.pdf	PDF	Jan 3, 2019
Amendment_0008_Plan.pdf	PDF	Jan 3, 2019
Amendment_0008_Spec.pdf	PDF	Jan 3, 2019
hangar_site_visit_sign_in_12.27.18.pdf	PDF	Jan 3, 2019
Amendment_0008.pdf	PDF	Jan 3, 2019
Amendment_0006_-_2-Bay_MX_Hangar_Plans.docx.pdf	PDF	Dec 21, 2018
Appendix_Q_-_KC46_2-Bay_Hangar_Soil_Erosion_Plans.pdf	PDF	Dec 21, 2018
Amedment_0006.pdf	PDF	Dec 21, 2018
Amendment_0006_-_2-Bay_MX_Hangar_Specs.pdf	PDF	Dec 21, 2018
Amendment_0005.pdf	PDF	Dec 19, 2018
Amendment_0004.pdf	PDF	Dec 13, 2018
Amendment_0003_-KC46_2-Bay_Hangar_-_Specs.pdf	PDF	Dec 12, 2018
Amendment_0003.pdf	PDF	Dec 12, 2018
Amendment_0003_-KC46_2-Bay_Hangar_-_Plans.pdf	PDF	Dec 12, 2018
Appendix_P_-_Site_Visit_14_NOV_2_Bay_Hanger.pdf	PDF	Dec 12, 2018
W912DS19R0001-0002.pdf	PDF	Nov 30, 2018
Amendment_0001.pdf	PDF	Nov 6, 2018
Appendix_G_-_KC46_2-Bay_Hangar_CADD_Files_(Aval_After_Award).pdf	PDF	Nov 6, 2018
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf	PDF	Nov 6, 2018
Package_2_-_KC46_-_2-Bay_Hangar_-_Specifications.pdf	PDF	Nov 2, 2018
Package_4_-_KC46_-_2-Bay_Hangar_-_FFE.pdf	PDF	Nov 2, 2018
Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans_2.pdf	PDF	Nov 2, 2018
Pages_from_Package_1_-_KC46_-_2-Bay_Hangar_-_Plans-1.pdf	PDF	Nov 2, 2018
Package_3_-_KC46_-_2-Bay_Hangar_-_CID.pdf	PDF	Nov 2, 2018
Appendix_O_-_Hangar_Acceptance_Test_Procedures_AFCEC.pdf	PDF	Nov 2, 2018
Appendix_F_-_USACE_Joint_Base_MDL_HazMat_Assessment_Report_5-8-18_(KM).pdf	PDF	Nov 2, 2018
Appendix_I_-_SOO-KC-46A_Beddown.pdf	PDF	Nov 2, 2018
Appendix_C_-_Sustainability_Checklists_and_References.pdf	PDF	Nov 2, 2018
Appendix_J_-_ATFP_Flightline_Securitypdf.pdf	PDF	Nov 2, 2018
Appendix_B_-_As-Built_Drawings_For_Buildings_1801_and_1823.pdf	PDF	Nov 2, 2018
Appendix_A_-SOW_Attachment_2_-_AMRS_Meter_Specifications_dated_28_January_2016.pdf	PDF	Nov 2, 2018
Appendix_H_-_JB_MDL_-_Pavement_Evaluation_Report_North_of_1837.pdf	PDF	Nov 2, 2018
Appendix_D_-_Hydrant_Flow_Test.pdf	PDF	Nov 2, 2018
Appendix_L_-__McGuire_Environmental_Survey_of_B1801_and_B1823_(September_1999).pdf	PDF	Nov 2, 2018
W912DS19R0001.pdf	PDF	Nov 2, 2018
Appendix_N_-_KC-46A_MOB_4_Public_FEIS_ExecSumm_June_2018.pdf	PDF	Nov 2, 2018
Appendix_M_-_Soil_Contamination_Maps.pdf	PDF	Nov 2, 2018
Appendix_E_-_McGuire_KC-46A_Two-Bay_MX_Hangar_Geotech_Report.pdf	PDF	Nov 2, 2018

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Partia l Plans F or P roject C oordination or P

GRAPHIC SCALE(S):

A P

R O

N P

H A

G P

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

T B

A S

E M

C G

E /D

A K

E H

U R

S T

, N E

W J

E R

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Y U

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Y C

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K D

E D

E R

A L

Z A

N E

W Y

O R

N Y

E L

G E

1"=100' 0' 100' 200' 300'

NOTES:

1. ALL PHASES MUST BE COORDINATED BETWEEN THE CONTRACTOR, BASE CIVIL ENGINEERING AND THE AIRFIELD MANAGER.

2. PHASE I MUST INCLUDE DEMOLITION OF THE CONCRETE PAVEMENT IN ROWS F AND I, WITH PITS REMAINING FUNCTIONAL. THE NEW PITS WILL BE

PROVIDED AND INSTALLED AND THE LATERALS WILL BE MADE READY FOR CONNECTION TO THE EXISTING LOOP. THIS WILL BE DONE AND VERIFIED BY

BASE PERSONNEL.

3. PHASE II MUST INCLUDE THE COMPLETE DRAINING OF THE BRAC FUELING LOOP, THE DEMOLTION AND REMOVAL OF THE EXISTING PITS IN ROWS F AND I, CONNECTING THE NEW PITS TO THE EXISTING LINE, TESTING THE NEW LINES AND RECHARGING THE SYSTEM. THIS WILL ALSO INCLUDE PROVIDING AND INSTALLING OF THE BYPASS LINE AT PUMPHOUSE. THE TOTAL TIME FOR PHASE II MUST BE FOUR WEEKS.

4. PHASE III MUST INCLUDE PLACING THE NEW CONCRETE IN ROWS F AND I.

5. PHASE IV MUST BEGIN ONCE THE NEW CONCRETE HAS ACHIEVED STRENGTH TO SUPPORT AIRCRAFT. PHASE IV MUST INCLUDE THE PARTIAL DRAINING

OF THE BRAC FUELING LOOP, THE REPLACEMENT OF EQUIPMENT IN ROWS G AND H, AND THE TESTING AND RECHARGING OF THE SYSTEM. THE LOOP

CAN ONLY BE PARTIALLY DRAINED FOR ONE WEEK.

6. PHASE V MUST INCLUDE THE RESTRIPING OF THE APRON.

R A

H O

P K

B E

N E

D E

T T

NOTES:

1. THE LOCATION OF THE BARRICADES, AS SHOWN,

REPRESENTS THE MOST TYPICAL LOCATIONS.

ACTUAL LOCATION OF BARRICADES FOR WORK

AREAS MUST BE COORDINATED WITH AIRFIELD

MANAGER.

2. BARRICADES MUST BE PLACED ON 25' CENTERS

ACROSS FULL WIDTH OF PAVEMENT CLOSED TO

TRAFFIC INCLUDING SHOULDERS.

3. FLASHING LIGHTS MUST BE AT LEAST FIVE

CANDLES EFFECTIVE INTENSITY AND FLASH AT A

RATE OF 55 TO 160 FLASHES PER MINUTE.

4 . BARRICADES MUST BE TEMPORARILY REMOVED

AND REINSTALLED, BY THE CONTRACTOR, AS

NEEDED, TO MINIMIZE THE IMPACT OF THIS

PROJECT ON AIRPORT OPERATIONS.

SCALE: NONEC5

CLOSED PAVEMENT

BARRICADE

SOLAR POWERED (WITH

BATTERY BACK-UP) RED LIGHT

MOUNTED ON BARRICADE,

TWO PER BARRICADE, OR

APPROVED EQUAL

20"x20" FLUORESCENT ORANGE

FLAG, TWO PER BARRICADE

FLUORESCENT

ORANGE AND

FLUORESCENT

WHITE STRIPES

6" - 12" WIDE

PAINTED

STRIPES

WATER FILLED WEIGHTED

BARRIER, 10" x10"x8' LONG, PAINTED TWO SIDES AND

TOP, AS NOTED

(2) GALVANIZED STEEL

SADDLECLIPS WITH FASTENERS

PLAN

NORTH

SCALE: 1"=100'

APRON PHASING PLANPartia l Plans F or P or P roject C oordination e3enmrt3 Rectangle

X X

MAIN CONSTRUCTION

ENTRANCE

"COMMERCIAL GATE"

SHARED

CONTRACTORS

STAGING YARD

WRIGHTSTOWN - COOKSTOWN ROAD

BROIDY RD.

E. ARNOLD AVE.FORT DIX FORT D

R D.

SAYLORS POND RD

RANCOCAS RD.

TEXAS AVE.

BROIDY RD.

McGUIRE

AFB

X X X

X X

X X X

X X

D1 HAUL ROUTE

NO SCALE

1. NORMAL WORKING HOURS ARE 0700 TO 1600

HOURS MONDAY THRU FRIDAY, EXCEPT FEDERAL

HOLIDAYS. ANY WORK OUTSIDE OF NORMAL

HOURS MUST BE APPROVED IN ADVANCE BY THE

BASE ENGINEERING OFFICE AND THE COR.

2. ALL CONTRACTOR (AND SUB

CONTRACTOR)PERSONNEL THAT WILL WORK AT

JOINT BASE MCGUIRE-DIX-LAKEHURST (JBMDL)

REQUIRE VALID IDENTIFICATION (DRIVERS

LICENSE, SOCIAL SECURITY CARD, PASSPORT,

ETC...). ILLEGAL CONTRACTOR PERSONNEL WILL

BE REPORTED TO IMMIGRATION AUTHORITIES IN

ADVANCE.COORDINATE WITH THE BASE

ENGINEERING OFFICE AND COR.

3. ALL DRIVERS ON JBMDL WILL REQUIRE IN THEIR

POSSESSION A VALID DRIVER'S LICENSE. THIS

INCLUDES DRIVERS MAKING DELIVERIES ON

JBMDL. DRIVERS MAKING DELIVERIES MUST HAVE

A VALID POINT OF CONTACT ON JBMDL, AN

ADDRESS/LOCATION FOR THE DELIVERY, AND A

POST PHONE NUMBER FOR THE JBMDL CONTACT

(NO CELL PHONE NUMBERS).

4. ALL CONTRACTOR VEHICLES AND DELIVERY

VEHICLES MUST HAVE A CURRENT ORIGINAL

VEHICLE REGISTRATION AND PROOF OF

INSURANCE. ALL VEHICLES MUST BE ABLE TO PASS

ROADSIDE INSPECTIONS, LOAD SAFETY

INSPECTIONS, ETC.

5. NO KNIVES, GUNS, WEAPONS, EXPLOSIVES,

DRUGS, ALCOHOL ARE ALLOWED TO BE

TRANSPORTED ONTO JBMDL.

6. IF THE THREAT CONDITION IS RAISED TO

THREATCON CHARLIE, CONTRACTORS SHOULD

EXPECT A 2 HOUR DELAY IN GETTING ON THE

BASE. SHOULD THE SECURITY THREAT CONDITION

BE RAISED TO THREATCON DELTA, THE BASE WILL

BE CLOSED TO OUTSIDE TRAFFIC UNLESS IN

DIRECT SUPPORT OF TROOPS AND MISSION.

7. CONTRACTOR STAGING/STORAGE: THE

CONTRACTOR WILL HAVE ACCESS TO AN AREA

FOR STAGING. THE AREA WILL BE IDENTIFIED BY

THE COR AND THE BASE ENGINEERING OFFICE.

8. CONSTRUCTION VEHICLES WILL USE THE JBMDL

COMMERCIAL GATE LOCATED ON SAYLORS POND

RD.

GENERAL HAUL ROUTE NOTES

LEGEND

HAUL ROUTE

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

C G

E/ D

U R

, N

Y U

M Y

C O

O F

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D R

B Y:

D B

C H

D B

C O

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-4

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D . E

G E

BOUNDARY FOR FUELING

APRON CONSTRUCTION

PROJECT LOCATION: MCGUIRE AFB

APRON AND FUEL HYDRANTS

A1 HYDRANT AND TOW WAY SCOPE

NO SCALE

CONTRACTOR AREA

SEE DETAIL A8 THIS

SHEET

A8 CONTRACTOR AREA

NO SCALE

260'

335'

AVG. 4900 SF STOCKPILES, TYP. 3

SEE NOTE 1 FOR REFERENCE

BOUNDARY FOR TOW

WAY CONSTRUCTION

1702 1734

ROW J ROW I ROW H ROW G ROW F

VANDENBERG AVE.

PROJECT LOCATION: MCGUIRE

AFB TOWWAY

KC46A TWO-BAY

MAINTENANCE HANGAR

(NOT A PART OF THIS

PROJECT)

NOTES:

1. FOR CONTAMINATED SOIL STOCKPILES, THE AREA AROUND THE

STOCKPILES SHALL BE BERMED. PLACE STOCKPILES OF CONTAMINATED

SOILS ON AN IMPERMEABLE GEOMEMBRANE, A MINIMUM OF 3 LAYERS,

EACH 30 MILS THICK, COVERED WITH A 10 MILS SHEET OF GEOMEMBRANE

CONFORMING TO ASTM D4397.

ALTERNATE

AIRFIELD

ACCESS POINT

G-005

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/1 4/

R D

Partia l Plans F or P roject C oordination

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SHEET

IDENTIFICATION

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CD102

ENGINEERING

1226 YEAMANS HALL RD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

AIRFIELD PAVEMENT DEMOLITION PLAN - 2

SCALE : 1" = 60'

TYP.

1. PROVIDE A FULL DEPTH SAWCUT AT LIMITS OF

REMOVAL IAW DETAIL A1/CP502.

2. REMOVE EXISTING PCC PAVEMENT AND BASE

COURSES FULL DEPTH, WITHIN LIMITS OF

DEMOLITION SHOWN. ODD SHAPED SLABS AND SLABS

HAVING A WIDTH TO LENGTH RATIO GREATER THAN

1.25 SHALL BE ASSUMED TO CONTAIN

REINFORCEMENT.

3. PROVIDE FULL DEPTH SAWCUT AT LIMITS OF

REMOVAL.

4. REMOVE EXISTING ASPHALTIC CONCRETE (AC)

PAVEMENT AND UNDERLYING BASE COURSE FULL

DEPTH, WITHIN LIMITS OF DEMOLITION SHOWN.

5. REMOVE EXISTING PAVEMENT MARKING TO

ACCOMMODATE NEW AIRCRAFT PARKING LAYOUT AS

SHOWN ON THE SITE PLANS.

6. PROTECT EXISTING STORM DRAINAGE STRUCTURE,

WHICH IS TO REMAIN.

7. REMOVE EXISTING STORM DRAINAGE STRUCTURE IN

ITS ENTIRETY.

8. REMOVE EXISTING 16"± THICK PCC PAVEMENT, 26"±

AGGREGATE BASE COURSE, AND UNDERLYING 9"±

THICK PCC PAVEMENT IAW DETAIL A1/CP502.

9. MODIFY EXISTING MONITORING WELL IAW

MONITORING WELL NOTES, THIS SHEET.

ELECTRICAL BOX, HAND HOLE

SANITARY SEWER PIPE

WATER LINE W/ VALVE

EXISTING SITE LEGEND

POWER LINE (UNDERGROUND)

SANITARY MANHOLE

CATCH BASIN

STORM MANHOLE

FIRE HYDRANT

FUEL VALVE

STORM DRAIN

GAS LINE

AIRCRAFT TIEDOWN

JET FUEL LINE

GRAPHIC SCALE(S):

KEYMAP

NO SCALE

I H G F

CD101

CD103

60' 120'0

CD102

SHEET KEYNOTES

FUEL HYDRANT PIT

AIRFIELD CONCRETE

PAVEMENT TO BE REMOVED

FUEL SYSTEM CATHODIC

PROTECTION TEST POINT

AIRFIELD ASPHALT

PAVEMENT TO BE REMOVED

PAVEMENT MARKING TO BE REMOVED

COMMUNICATIONS LINE

1. EXISTING CONDITIONS INFORMATION IS BASED ON A

TOPOGRAPHICAL AND PHYSICAL SURVEY PROVIDED

BY BORBAS SURVEYING AND MAPPING, LLC.

BOONTON, NJ AND NOT VERIFIED BY ADC

ENGINEERING, INC.

2. ALL EXISTING UNDERGROUND UTILITIES IS BASED ON

BASE MAPS PROVIDED BY JBMDL AND NOT VERIFIED

BY ADC ENGINEERING, INC.

3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO CONSTRUCTION.

GENERAL NOTES

C H

- S

T C

TYP.

C H

- S

T C

TYP.

HANGAR

BLDG 1837

WATER

TANK

TAXILANE UNIFORMTAXILANE UNIFORM

D P

N P

TYP.

ROW G ROW F

TYP.

PLANS REFLECT

EXISTING

CONDTIONS AT

TIME OF DESIGN

POTENTIAL

FUTURE WORK IN

THIS AREA NOT

SHOWN.

COORDINATE

WITH COR

TYP.

F R

O M

C H

Partia l Plans F or P roject C oordination

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W W W W W W W

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F F

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

C G

E/ D

U R

, N

Y U

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

C O

N O

N N

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-4

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O N

T N

U M

: P

K D

Y O

R K

O R

K, N

D . E

G E

O N

C . G

N E

CD103

ENGINEERING

1226 YEAMANS HALL RD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

AIRFIELD PAVEMENT DEMOLITION PLAN - 3

SCALE : 1" = 60'

1. PROVIDE A FULL DEPTH SAWCUT AT LIMITS OF

REMOVAL IAW DETAIL A1/CP502.

2. REMOVE EXISTING PCC PAVEMENT AND BASE

COURSES FULL DEPTH, WITHIN LIMITS OF

DEMOLITION SHOWN. ODD SHAPED SLABS AND SLABS

HAVING A WIDTH TO LENGTH RATIO GREATER THAN

1.25 SHALL BE ASSUMED TO CONTAIN

REINFORCEMENT.

3. PROVIDE FULL DEPTH SAWCUT AT LIMITS OF

REMOVAL.

4. REMOVE EXISTING ASPHALTIC CONCRETE (AC)

PAVEMENT AND UNDERLYING BASE COURSE FULL

DEPTH, WITHIN LIMITS OF DEMOLITION SHOWN.

5. REMOVE EXISTING PAVEMENT MARKING TO

ACCOMMODATE NEW AIRCRAFT PARKING LAYOUT AS

SHOWN ON THE SITE PLANS.

6. PROTECT EXISTING STORM DRAINAGE STRUCTURE,

WHICH IS TO REMAIN.

7. REMOVE EXISTING STORM DRAINAGE STRUCTURE IN

ITS ENTIRETY.

8. REMOVE EXISTING 16"± THICK PCC PAVEMENT, 26"±

AGGREGATE BASE COURSE, AND UNDERLYING 9"±

THICK PCC PAVEMENT IAW DETAIL A1/CP502.

9. MODIFY EXISTING MONITORING WELL IAW

MONITORING WELL NOTES, THIS SHEET.

ELECTRICAL BOX, HAND HOLE

SANITARY SEWER PIPE

WATER LINE W/ VALVE

EXISTING SITE LEGEND

POWER LINE (UNDERGROUND)

SANITARY MANHOLE

CATCH BASIN

STORM MANHOLE

FIRE HYDRANT

FUEL VALVE

STORM DRAIN

GAS LINE

AIRCRAFT TIEDOWN

JET FUEL LINE

GRAPHIC SCALE(S):

KEYMAP

NO SCALE

I H G F

CD101

CD103

60' 120'0

CD102

SHEET KEYNOTES

FUEL HYDRANT PIT

AIRFIELD CONCRETE

PAVEMENT TO BE REMOVED

FUEL SYSTEM CATHODIC

PROTECTION TEST POINT

AIRFIELD ASPHALT

PAVEMENT TO BE REMOVED

PAVEMENT MARKING TO BE REMOVED

COMMUNICATIONS LINE

1. EXISTING CONDITIONS INFORMATION IS BASED ON A

TOPOGRAPHICAL AND PHYSICAL SURVEY PROVIDED

BY BORBAS SURVEYING AND MAPPING, LLC.

BOONTON, NJ AND NOT VERIFIED BY ADC

ENGINEERING, INC.

2. ALL EXISTING UNDERGROUND UTILITIES IS BASED ON

BASE MAPS PROVIDED BY JBMDL AND NOT VERIFIED

BY ADC ENGINEERING, INC.

3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO CONSTRUCTION.

GENERAL NOTES

C H

- S

T C

TYP.

HANGAR

BLDG 1837

HANGAR

(BLDG 1817)

D P

N P

TYP.

PLANS REFLECT

EXISTING

CONDTIONS AT

TIME OF DESIGN

POTENTIAL

FUTURE WORK IN

THIS AREA NOT

SHOWN.

COORDINATE

WITH COR

F R

O M

C H

Partia l Plans F or P roject C oordination

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R R R R R R R R R R R R R R R R

R R R R R R R R

R R R R R R R R R

R R R R R R R R

R R

DJ DJ

D J

TEEJ

D J

DJDJDJ

TEEJ

D J

C J C J

RRR

C J

TEEJ

D J

TEEJ

78 LF 6" PERF

SUBDRAIN @ 0.50%

194 LF 6" PERF

SUBDRAIN @

0.30%

" P

15 EA @ 20'=300' 17.81' 20.99'

R R

TEEJ

C J

IE=115.00

IE=114.65

IE=115.0050 LF 6" PERF

SUBDRAIN @ 0.70%

IE=115.75

IE=115.35

IE=114.75

TJTJ

C J

DJ DJ

SD SD

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

C G

E/ D

U R

, N

Y U

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

C O

N O

N N

2 3 4 5 6 7 8 9 10

-4

6A A

O N

T N

U M

: P

K D

Y O

R K

O R

K, N

D . E

G E

O N

C . G

N E

CP105

ENGINEERING

1226 YEAMANS HALL RD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

AIRFIELD PAVING PLAN - AREA 5

SCALE : 1" = 20'

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS

SPECIFICALLY INDICATED OTHERWISE.

2. ALL PROJECT STAKEOUT SHALL BE PERFORMED BY A REGISTERED LAND

SURVEYOR TO BE PAID FOR BY THE CONTRACTOR. FOR STAKEOUT, DO NOT

RELY SOLELY ON THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO

THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES, AND REFERENCED

DETAILS FOR CORRECT STAKEOUT.

3. AIRCRAFT SILHOUETTES SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.

4. ALL EXISTING UNDERGROUND UTILITIES IS BASED ON BASE MAPS PROVIDED

BY JBMDL AND NOT VERIFIED BY ADC ENGINEERING, INC.

5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

7. NEW CATHODIC TEST POINTS NOT SHOWN. REFER TO MECHANICAL AND

CATHODIC PROTECTION SHEETS.

1. TIE NEW PAVEMENT INTO EXISTING PAVEMENT.

2. MATCH EXISTING JOINT PATTERN AT PAVEMENT TIE IN LOCATION.

3. SEE MECHANICAL PLANS FOR WORK ASSOCIATED WITH HYDRANT

FUEL PIT.

4. INSTALL ASPHALT PAVEMENT IAW DETAIL A5/CP503.

5. INSTALL FUEL PIT GROUNDING POINT IAW MECHANICAL PLANS.

LOCATION SHOWN FOR REFERENCE ONLY.

6. REFER TO SHEET CG101 FOR GRADING & STORM DRAINAGE

INFORMATION.

7. TIE NEW SUBDRAINAGE PIPE INTO STORM DRAINAGE STRUCTURE.

FILL ANNULAR SPACE WITH NON-SHRINK GROUT.

8. MODIFY EXISTING MONITORING WELL IAW MONITORING WELL

NOTES ON SHEET CD101.

9. INSTALL NEW CLEANOUT ON EXISTING SUBDRAINAGE PIPE.

INSTALL NEW RISER, AS NECESSARY, SO CLEANOUT COVER IS

FLUSH WITH FINISHED GRADE.

TEEJ

CIVIL LEGEND - AIRFIELD PAVEMENTS

PCC PAVEMENT (TOW WAY) - INSTALL IAW DETAIL F1/CP501.

CONTRACTION JOINT - INSTALL IAW DETAIL C1/CP501.

THICKENED EDGE EXPANSION JOINT - INSTALL IAW DETAIL C4/CP501.

REINFORCED SLAB - INSTALL IAW DETAIL A8/CP501.

DOWELED CONSTRUCTION JOINT - INSTALL IAW DETAIL A1/CP501.

SUBDRAINAGE CLEANOUT - INSTALL IAW DETAIL A4/CP502.

PERFORATED SUBDRAIN - INSTALL IAW DETAIL A4/CP502.

NON-PERFORATED SUBDRAIN - INSTALL IAW DETAIL A4/CP502.

MOORING POINT (HEAVY AIRCRAFT) - INSTALL IAW DETAIL A1/CP503.

GROUNDING POINT - INSTALL IAW DETAIL A8/CP502.

INSTALL GROUNDING POINT MARKINGS IAW DETAIL F1/CP505.

1. ADJUST MOORING POINTS AND STATIC GROUND POINTS TO

BE A MINIMUM OF THREE FEET AWAY FROM JOINTS.

PCC PAVEMENT (APRON) - INSTALL IAW DETAIL E1/CP501.

GRAPHIC SCALE(S):

20' 40'0

KEYMAP

NO SCALE

CP102 CP103 CP104

CP105

SHEET KEYNOTES

MOORING & STATIC GROUND NOTES

GENERAL NOTES

I H G F

CP101

TJ THICKENED EDGE EXPANSION JOINT (AT STRUCTURE) - INSTALL IAW

DETAIL D4/CP501.

DCJ

DOWELED CONTRACTION JOINT - INSTALL IAW DETAIL A4/CP501.

1. REVISION 1 (8/17/2018): ADDED DIMENSIONS FOR PAVEMENT MARKINGS.

ADJUSTED SEVERAL MOORING POINTS AND GROUNDING POINTS TO

PROVIDE MORE CLEARANCE AWAY FROM EXISTING FUEL LINE.

REVISION NOTES

HANGAR

BLDG 1837

D P

G P

TYP.

WING-TIP

CLEARANCE

LINE

EXST

ASPHALT EXST

ASPHALT

WING-TIP

CLEARANCE

LINE

1 2

TYP.

1 2

TYP.

1 2

TYP.

PLANS REFLECT

POTENTIAL

FUTURE WORK IN

THIS AREA.

COORDINATE

WITH COR

TYP.

F R

O M

C H

Partia l Plans F or P roject C oordination

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

C-

A G lo be m as te r I

C-17A G lobem aster III

115' 115' 135' 135'

100'

O .C

. T

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

C G

E/ D

U R

, N

Y U

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

C O

N O

N N

2 3 4 5 6 7 8 9 10

-4

6A A

O N

T N

U M

: P

K D

Y O

R K

O R

K, N

D . E

G E

O N

C . G

N E

CP107

ENGINEERING

1226 YEAMANS HALL RD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

AIRFIELD MARKING PLAN - 2

SCALE : 1" = 60'

GRAPHIC SCALE(S):

KEYMAP

NO SCALE

I H G F

CP106

CP108

60' 120'0

CP107

1. MARKINGS SHALL BE IN COMPLIANCE WITH UFC 3-260-04

(LATEST EDITION) AIRFIELD AND HELIPORT MARKING".

2. DIMENSIONS SHOWN DO NOT INCLUDE BLACK BORDERS.

3. REFER TO SHEET CP200 FOR STRIPING COORDINATES

PLAN.

MARKING/NOTE COLOR REFLECTIVE

6" NON-

REFLECTIVE

BORDER

DIMS.

TIE NEW MARKING INTO

EXISTING MARKING

MARKING TABLE/LEGEND

DESIGNATION

FIRE BOTTLE & AGE POWER

UNIT MARKING

REF.

CENTERLINE YELLOW

NOSE GEAR MARKING

WING-TIP CLEARANCE

YELLOW

A1/CP505

YELLOW

EDGE MARKING YELLOW C1/CP505

D1/CP505

A4/CP505

VEHICULAR SERVICE ROAD

MARKINGS

YELLOW A8/CP505

RESTRICTED AREA

BOUNDARY MARKING WITH

WARNING MARKING

HYDRANT FUEL PIT MARKING YELLOW

STOP BAR & MARKING WHITE C8/CP505

GROUNDING POINT MARKING YELLOW F1/CP505SEE

DETAIL

MARKING NOTES

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

TOWWAY CENTERLINE WHITE SEE

DETAIL12 D4/CP505

F4/CP505

WHITE SEE

DETAIL F8/CP505

RED

WHITE

SEE

DETAIL D8/CP505

1. REVISION 1 (8/17/2018): ADDED DIMENSIONS FOR PAVEMENT MARKINGS.

ADJUSTED SEVERAL MOORING POINTS AND GROUNDING POINTS TO

PROVIDE MORE CLEARANCE AWAY FROM EXISTING FUEL LINE.

REVISION NOTES

TAXILANE UNIFORM

C H

- S

T C

TAXILANE UNIFORM

WATER

TANK

TYP.

1 TYP.

TYP.1

TYP.

FIELD VERIFY IF LIGHTS ARE

FLUSH OR RAISED.

RELOCATE SERVICE ROAD

ONTO TOW WAY IF EDGE

LIGHTS ARE RAISED

TYP.

D M

N G

N -2

TYP.

HANGAR

BLDG 1837

C H

- S

T C

TYP.

11 1 1

TYP.

PROJECT LIMITS

TYP.

PLANS REFLECT

POTENTIAL

FUTURE WORK IN

THIS AREA.

COORDINATE

WITH COR

ROW G ROW F

F R

O M

C H

Partia l Plans F or P roject C oordination

AutoCAD SHX Text

MHFV

AutoCAD SHX Text

MHFV

AutoCAD SHX Text

MHFD

AutoCAD SHX Text

G ROW

AutoCAD SHX Text

F ROW

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text

FUEL

AutoCAD SHX Text

FUEL

AutoCAD SHX Text

FUEL

AutoCAD SHX Text

FUEL

AutoCAD SHX Text T

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

KC-135

AutoCAD SHX Text

KC-46A

AutoCAD SHX Text

KC-10

AutoCAD SHX Text C-17

AutoCAD SHX Text

G ROW

AutoCAD SHX Text

F ROW

AutoCAD SHX Text G

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text D

36.75' 36.75'

US Army Corps of Engineers ®

SHEET

IDENTIFICATION

C G

E/ D

U R

, N

Y U

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

C O

N O

N N

2 3 4 5 6 7 8 9 10

-4

6A A

O N

T N

U M

: P

K D

Y O

R K

O R

K, N

D . E

G E

O N

C . G

N E

CP108

ENGINEERING

1226 YEAMANS HALL RD

HANAHAN, SC 29410

843-566-0161

ADCENGINEERING.COM

AIRFIELD MARKING PLAN - 3

SCALE : 1" = 60'

GRAPHIC SCALE(S):

KEYMAP

NO SCALE

I H G F

CP106

CP108

60' 120'0

CP107

1. MARKINGS SHALL BE IN COMPLIANCE WITH UFC 3-260-04

(LATEST EDITION) AIRFIELD AND HELIPORT MARKING".

2. DIMENSIONS SHOWN DO NOT INCLUDE BLACK BORDERS.

3. REFER TO SHEET CP200 FOR STRIPING COORDINATES

PLAN.

MARKING/NOTE COLOR REFLECTIVE

6" NON-

REFLECTIVE

BORDER

DIMS.

TIE NEW MARKING INTO

EXISTING MARKING

MARKING TABLE/LEGEND

DESIGNATION

FIRE BOTTLE & AGE POWER

UNIT MARKING

REF.

CENTERLINE YELLOW

NOSE GEAR MARKING

WING-TIP CLEARANCE

YELLOW

A1/CP505

YELLOW

EDGE MARKING YELLOW C1/CP505

D1/CP505

A4/CP505

VEHICULAR SERVICE ROAD

MARKINGS

YELLOW A8/CP505

RESTRICTED AREA

BOUNDARY MARKING WITH

WARNING MARKING

HYDRANT FUEL PIT MARKING YELLOW

STOP BAR & MARKING WHITE C8/CP505

GROUNDING POINT MARKING YELLOW F1/CP505SEE

DETAIL

MARKING NOTES

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

SEE

DETAIL

TOWWAY CENTERLINE WHITE SEE

DETAIL12 D4/CP505

F4/CP505

WHITE SEE

DETAIL F8/CP505

RED

WHITE

SEE

DETAIL D8/CP505

1. REVISION 1 (8/17/2018): ADDED DIMENSIONS FOR PAVEMENT MARKINGS.

ADJUSTED SEVERAL MOORING POINTS AND GROUNDING POINTS TO

PROVIDE MORE…

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