Plans_-_P-650_Aircraft_Aprons_-_Amendment_0002.pdf
PDF 8 MB Posted
- Attached to
- Aircraft Apron, Taxiway & Support Facilities Federal contract opportunity
- Solicitation number
- W912DS18B0035
About this file
Plans - P-650 Aircraft Aprons
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| W912DS18B0035-0004.pdf | ||
| P650_2nd_Site_Visit_on_15Jan2019.pdf | ||
| W912DS18B0035-0003.pdf | ||
| Plans_-_P-650_Aircraft_Aprons_-_Amendment_0003.pdf | ||
| Specs_-_P-650_Aircraft_Aprons_-_Amendment_0003.pdf | ||
| Appendix_D_-_P-650_Aircraft_Aprons_(Antenna)_-_Amendment_0002.pdf | ||
| Appendix_C_-_P-650_Aircraft_Aprons_(Shelving)_-_Amendment_0002.pdf | ||
| TB3_Order_Form_(FFE)_-_P-650_Aircraft_Aprons_-_Amendment_0002.pdf | ||
| W912DS18B0035-0002.pdf | ||
| Appendix_E_-_Site_Visit_Sign_In_Sheet.pdf | ||
| W912DS18B0035-0001.pdf | ||
| Package_2_-_P-650_Aircraft_Apron_and_Taxiway_-_Specs.pdf | ||
| Package_3_-_P-650_Aircraft_Apron_and_Taxiway_-_CID,SID,_FFE.pdf | ||
| Appendix_A_-_P-650_Hazmat_Survey_B4427.pdf | ||
| Package_1_-_P-650_Aircraft_Apron_and_Taxiway_-_Plans.pdf | ||
| W912DS18B0035.pdf | ||
| Appendix_B_-_P-650_Geotechnical_Report.pdf |
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Text version
FINISH FLOOR
0"
CLEAR HEIGHT
10' - 0"
S.A
6'
8" 8"
2'
8"
(LOW POINT)
2 1/2"
1'-0"
SLOPE
FINISH FLOOR
0"
CLEAR HEIGHT
10' - 0"
S.B
6'
8" 8"
2'
8"
2' - 3" 14
SLOPE
KEY NOTES
1 4" MODULAR BRICK VENEER
5 STEEL GIRTS BY PRE-ENGINEERED METAL BUILDING MFR
4" CMU
CAST STONE WATER TABLE WITH DRIP (CS-2) SEE A-603
METAL PANEL BY PRE-ENGINEERED METAL BUILDING MFR
STEEL STRUCTURE BY PRE-ENGINEERED METAL BUILDING
MFR
STRUCTURAL STANDING SEAM METAL ROOF BY PRE-
ENGINEERED METAL BUILDING MFR
8 ROOF PURLINS BY PRE-ENGINEERED METAL BUILDING MFR
9 PRE-FINISHED METAL GUTTER BY PRE-ENGINEERED METAL
BUILDING MFR
10 CONCRETE SLAB
11 BRICK TIES AT 16" OC VERTICALLY
12 EAVE TRIM BY PRE-ENGINEERED METAL BUILDING MFR
13 SOFFIT BY PRE-ENGINEERED METAL BUILDING MFR
14 RIB FASTENED SNOW GUARD
15 FLUID APPLIED VAPOR BARRIER
US Army Corps of Engineers New York District ®
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CONTINUOUS SEALANT,
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5/8" MOISTURE RESISTANT WALLBOARD
AT ALL FACES "INSIDE" TOILET ROOMS
AND JANITORS CLOSETS. PROVIDE 5/8"
GYP BD AT OUTSIDE FACE OF PARTITION
WHEN PRESENT. TYPE X GYP BD AT
FIRE RATED PARTITION
SCHEDULED BASE
WHERE PARTITION IS TO BE
FINISHED WITH THIN-SET WALL
TILE, OMIT WALLBOARD AND
PROVIDE 5/8" CEMENT BOARD
FOR EXTENTS OF TILE FINISH.
COORDINATE HEIGHT TO BE
FULLY CONCEALED AT FINAL
INSTALLATION.
SCHEDULED CEILING
CONTINUOUS TOP RUNNER
2A
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5/8" GWB U.N.O.
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CONTINUOUS 5/8" SILICONE SEALENT
SHIM
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9"
1 1/2" 6" 1 1/2" PL 3/8"x3"x9"
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4"
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SLOPE
NOTE: PROVIDE MITERED EDGE ON ALL OUTSIDE CORNERS.
SUPPORT
FINISH FLOOR
SUPPORT ANGLE
SOUND GASKET
1 1/4"
SPACERS
MAX
SUPPORTS 3'-6"
1 1/4" 1 1/4"
RODS
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SPACERS
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SECTION A-B
SECTION A-A PARTIAL PLAN
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3/
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C3 ENTRANCE MAT DETAILS
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1 EXISTING WALL
PERIMETER FENCE. DETAIL A5/CS310 & CS311
24' ACCESS ROAD SLIDING GATE. DETAIL B3/CS311
TIE NEW FENCE TO EXISTING FENCE
TERMINATE FENCE AT BUILDING. CLEARANCE BETWEEN
END POST AND BUILDING FACE SHALL NOT EXCEED
3-INCHES
EXISTING SLIDING GATE, TO REMAIN
1. FINAL LAYOUT OF SECURITY FENCE SHALL COORDINATE
WITH THE AIRFIELD FENCE REPLACEMENT PROJECT (BY
OTHERS)(NOT IN CONTRACT). PROJECT NO. PTFL-14-1040
2. REFER TO CS310\311 FOR SECURITY FENCE DETAILS.
3. REFER TO CS101/CS102 FOR GEOMETRIC PLAN.
4. CONTRACTOR SHALL PROVIDE CONDUIT FOR FUTURE CARD
READERS, ACCESS CONTROL PEDESTAL. SEE ELECTRICAL
DRAWINGS FOR CONDUIT REQUIREMENTS.
1" = 50'-0"CS301
A2 PERMANENT SECURITY FENCE PLAN
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KEY NOTES
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CHAIN LINK 6'
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CHAIN LINK 6'
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AC
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GATE
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7' BLOCK WALL
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7' BLOCK WALL
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GPR NOT COMPLETED SOUTHEAST OF FENCE
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AC
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AC
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GATE
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BRICK 9'
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AC
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EXISTING ARMY ADAG FACILITY
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BLDG. 4455
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BLDG. 4461
AutoCAD SHX Text N429102.6110 E462395.5410
AutoCAD SHX Text N428953.3841 E462464.4643
AutoCAD SHX Text N428900.3902 E462542.8053
AutoCAD SHX Text N428773.5858 E462529.1330
AutoCAD SHX Text N428510.6430 E462411.4375
AutoCAD SHX Text N428460.0631 E462422.4667
AutoCAD SHX Text N428601.5676 E462070.7172
AutoCAD SHX Text N428798.2936 E462582.6283
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TAXIWAY 'X'
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1 INCH = FT.
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A4 WILDLIFE FENCE FABRIC DETAIL
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PARKING LOT ASPHALT PAVEMENT, D2/CP500
HEAVY DUTY ACCESS PAVEMENT, D4/CP500
USMC APRON PAVEMENT, C2/CP500
1. REFER TO SHEET CP500 FOR TYPICAL SECTIONS.
2. REFER TO SHEET C201/C202 FOR GEOMETRIC LAYOUT.
ARMY APRON PAVEMENT, C1/CP500
CONCRETE SIDEWALK, B1/CP500
BITUMINOUS SHOULDER, D1/CP500
MILITARY/EMERGENCY FUEL TRUCK PAVEMENT,
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MILL AND BITUMINOUS OVERLAY, A4/CP530
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AC
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BLDG. 4455
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BLDG. 4461
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ARMY APRON PAVEMENT 10.5" PCC PAVEMENT
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HEAVY DUTY ACCESS 3.5" BIT. PAVEMENT
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USMC APRON PAVEMENT 6" PCC PAVEMENT
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SHOULDER 3.5" BIT. PAVEMENT
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BITUMINOUS SHOULDER 3.5" BIT. PAVEMENT
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MILITARY/EMERGENCY FUEL TRUCK PAVEMENT 6" BIT. PAVEMENT" BIT. PAVEMENT
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PARKING LOT ASPHALT PAVEMENT 2" BIT. PAVEMENT
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1" MILL AND OVERLAY
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EXISTING CONC. APRON
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ORDNANCE BERM
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FUEL TRUCK PARKING 6" BIT. PAVEMENT
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ARMY APRON PAVEMENT 9.5" PCC PAVEMENT
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TAXIWAY 'X'
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1 INCH = FT.
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(B U
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A
SHEET
OF
ISSUE FOR CONSTRUCTION
PA
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CP301
1 TAXILANE CENTERLINE MARKING; D1/CP520
TAXILANE/APRON EDGE MARKING; D3/CP520
AIRCRAFT PARKING STALL MARKING, 6" WIDE SOLID
YELLOW LINES. DETAIL CP521
PARKING SPACES, 9'X20'-4" WHITE STRIPE
TIE TO EXISTING PAVEMENT MARKING
STRIPING TO DESIGNATE SUPPORT VEHICLE PARKING;
A3/CP520
TAXILANE/APRON SHOULDER MARKER. DETAIL B3/CP520
ROTARY AIRCRAFT LANDING LOCATION. DETAIL C1/CP521
STOP SIGN. DETAIL A2/CP530
FREE STANDING MILITARY FACILITY SIGN (TYPE B3)
UFC 3-120-01; DETAIL D2/CP530
4" WHITE STRIPE, 45° ANGLE, 3'-0" APART
TAXILANE/APRON EDGE
PAVEMENT MARKING
1. REFER TO SHEETS CS101/CS102 FOR SITE GEOMETRIC
PLAN.
2. REFER TO SHEETS CP520 FOR PAVEMENT MARKING
DETAILS.
3. ALL PARKING LOT SPACES TO USE 4" WIDE WHITE STRIPES
UNLESS OTHERWISE NOTED.
4. PARKING SPACES SHALL BE 9' WIDE x 20' DEEP.
5. ALL APRON MARKING SHALL BE YELLOW WITH BLACK
OUTLINE UNLESS OTHERWISE NOTED.
6. MATCH EXISTING PAVEMENT MARKING.
7. WHEN C-130 AIRCRAFT IS PRESENT, AIRCRAFT OPERATIONS
TO LIMIT C-130 AIRCRAFT MOVEMENT ONLY TO EASTERN
PORTION OF THE APRON.
GROUNDING POINT
TIE DOWN/MOORING POINTS
APRON SHOULDER
1" = 30'-0"CP301
A1 PAVEMENT MARKING PLAN
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KEY NOTES
GENERAL NOTES
TE
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NASSAU AVENUE
TA
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'H
TA
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W
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'H
TAXIWAY 'V'
PRINCETON AVENUE
KEY MAP
PARKING TABULATIONS
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
AC
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
GATE
AutoCAD SHX Text G
AutoCAD SHX Text
7' BLOCK WALL
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7' BLOCK WALL
AutoCAD SHX Text
GPR NOT COMPLETED SOUTHEAST OF FENCE
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AC
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AC
AutoCAD SHX Text
CHAIN LINK 6'
AutoCAD SHX Text
GATE
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EXISTING ARMY ADAG FACILITY
AutoCAD SHX Text
BLDG. 4455
AutoCAD SHX Text
BLDG. 4461
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R122.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R160.0'
AutoCAD SHX Text R110.0'
AutoCAD SHX Text R160.0'
AutoCAD SHX Text R110.0'
AutoCAD SHX Text R87.5'
AutoCAD SHX Text R87.5'
AutoCAD SHX Text N428892.4253 E462689.2369
AutoCAD SHX Text N428826.1697 E462664.5346
AutoCAD SHX Text N428662.4457 E462739.3307
AutoCAD SHX Text N428437.7506 E462805.6018
AutoCAD SHX Text N429025.3961 E462980.3018
AutoCAD SHX Text N429000.6939 E463046.5573
AutoCAD SHX Text N428836.9699 E463121.3534
AutoCAD SHX Text N428813.1656 E463203.5620
AutoCAD SHX Text N428828.1402 E463330.5492
AutoCAD SHX Text N429006.8807 E463470.0572
AutoCAD SHX Text N428688.5020 E463507.0924
AutoCAD SHX Text
BLDG 4421
AutoCAD SHX Text N429087.2125 E462555.5439
AutoCAD SHX Text N429321.1197 E463061.9443
AutoCAD SHX Text
SEE GENERAL NOTE #7
AutoCAD SHX Text
1 INCH = FT.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GP
AutoCAD SHX Text
MATCHLINE SEE SHEET CP302
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
AC
AutoCAD SHX Text G
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
GV
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
EXISTING ARMY ADAG FACILITY
AutoCAD SHX Text
EXISTING HANGAR #4401
AutoCAD SHX Text
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1 ADDENDUM 01/03/2019
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NASSAU AVENUE
TAXIWAY 'V'
US Army Corps of
Engineers New
York District ®
SHEET ID
U S
AR
M
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O R
PS
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F
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IN
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D R
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B Y:
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SU
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C O
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PA
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CP302 1" = 30'-0"CP302
A1 PAVEMENT MARKING PLAN
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PRINCETON AVENUE
KEY MAP
1 TAXILANE CENTERLINE MARKING; D1/CP520
TAXILANE/APRON EDGE MARKING; D3/CP520
AIRCRAFT PARKING STALL MARKING, 6" WIDE SOLID
YELLOW LINES
PARKING SPACES, 9'X20'-4" WHITE STRIPE
TIE TO EXISTING PAVEMENT MARKING
NOT USED
TAXILANE/APRON SHOULDER MARKER
1. REFER TO SHEETS CS101/CS102 FOR SITE GEOMETRIC
PLAN.
2. REFER TO SHEETS CP520 FOR PAVEMENT MARKING
DETAILS.
3. ALL PARKING LOT SPACES TO USE 4" WIDE WHITE STRIPES
UNLESS OTHERWISE NOTED.
4. PARKING SPACES SHALL BE 9' WIDE X 20' DEEP.
5. ALL APRON MARKING SHALL BE YELLOW WITH BLACK
OUTLINE UNLESS OTHERWISE NOTED.
6. MATCH EXISTING PAVEMENT MARKING
GROUNDING POINT
TIE DOWN/MOORING POINTS
APRON SHOULDER
LEGEND
KEY NOTES
GENERAL NOTES
TAXILANE/APRON EDGE
PAVEMENT MARKING
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CHAIN LINK 7'
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
BRICK WALL 7'
AutoCAD SHX Text
BRICK 9'
AutoCAD SHX Text G
AutoCAD SHX Text
GATE
AutoCAD SHX Text
BRICK WALL 7'
AutoCAD SHX Text
TEXAS AVENUE
AutoCAD SHX Text
EXISTING HANGAR #4401
AutoCAD SHX Text
BLDG. 4400
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R60.0'
AutoCAD SHX Text R81.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text R50.0'
AutoCAD SHX Text N429281.8011 E462393.3869
AutoCAD SHX Text N429183.8029 E462443.7947
AutoCAD SHX Text N429114.8061 E462475.3922
AutoCAD SHX Text N429087.2125 E462555.5439
AutoCAD SHX Text N429321.1197 E463061.9443
AutoCAD SHX Text N429375.4255 E463092.9143
AutoCAD SHX Text N429466.1911 E463088.7144
AutoCAD SHX Text N4295048013 E463137.9702
AutoCAD SHX Text N429263.9585 E462472.2075
AutoCAD SHX Text
1 INCH = FT.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCHLINE SEE SHEET CP301
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8"
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
AC
AutoCAD SHX Text G
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
GV
AutoCAD SHX Text
GAS SO
AutoCAD SHX Text
EXISTING ARMY ADAG FACILITY
AutoCAD SHX Text
EXISTING HANGAR #4401
AutoCAD SHX Text
GP
AutoCAD SHX Text
BLDG 4420
AutoCAD SHX Text
AutoCAD SHX Text
1 ADDENDUM 01/03/2019
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
10 11
US Army Corps of
Engineers New
York District ®
SHEET ID
U S
AR
M
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O R
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IN
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D R
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B Y:
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SU
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D B
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C O
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OF
ISSUE FOR CONSTRUCTION
PA
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KI
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D
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AI
LS
CP521
NOT TO SCALECP521
A1 AIRCRAFT PARKING MARKING-ARMY
D . T
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NOTE:
SEE UH MARKINGS AND CH
MARKINGS DETAIL FOR
DIMENSIONS OF NUMERALS.
NOTE:
OVERALL MARKING DIMENSIONS ARE
CONSTANT FOR ALL POSITIONS. ALL 3"
SPACE BETWEEN NUMERALS AND CENTER
IN BOX.
SCALE:
PAVEMENT MARKING
NUMERALS
NOT TO SCALE
SCALE:
ROTARY AIRCRAFT LANDING
IDENTIFICATION MARKINGS
NOT TO SCALE
SCALE:
CH MARKINGS
NOT TO SCALE
SCALE:
UH MARKINGS
NOT TO SCALE
SCALE:
AH-1Z/UH-1Y AIRCRAFT
POSITION PARKING DETAIL
NOT TO SCALE SCALE:
UH-60 AIRCRAFT
POSITION PARKING DETAIL
NOT TO SCALE SCALE:
CH-47/CH-53 AIRCRAFT
POSITION PARKING DETAIL
NOT TO SCALECP521
B3
CP521
B1
CP521
B2
CP521
C2
CP521
C1
CP521
B4
CP521
A5NOT TO SCALECP521
A3 AIRCRAFT PARKING MARKING-USMC
NOTE:
1. AIRCRAFT PARKING NUMBERING SEQUENCE SHALL BE APPROVED BY COR PRIOR TO
INSTALLATION.
2. AIRCRAFT PARKING-USMC NUMBERING TO CONTINUE SEQUENCE FROM EXISTING NUMBERING
AutoCAD SHX Text
AutoCAD SHX Text
1 ADDENDUM 01/03/2019
AutoCAD SHX Text
AutoCAD SHX Text
TAXILANE C
AutoCAD SHX Text L
AutoCAD SHX Text
TAXILANE C
AutoCAD SHX Text L
York District ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
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D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
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N
AM
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SU
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C O
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N N
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(B U
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1)
JO
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A
SHEET
OF
ISSUE FOR CONSTRUCTION
M
IS
C
EL
LA
N
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S D
ET
AI
LS
CP530
FINISHED
GRADE
SLOPE CONCRETE TO
DRAIN AWAY FROM
BOLLARD
CONCRETE FOOTING
(CONC. STRENGTH:
4000 PSI)
COMPACTED
SUBGRADE
4' -0
3'
-0
6"
12" SECTION #6
STEEL
REBAR-WELDED IN
PLACE THROUGH
BOLLARD
1'-6"
ROUND OFF
CONCRETE
NOTES:
1. MIN. CONCRETE STRENGTH fc' = 4000psi
2. REFER TO SITE PLAN FOR FOR SLAB DIMENSIONS AND LOCATIONS.
3. EXTEND THE LENGTH AND WIDTH OF THE CONCRETE UTILITY PAD A MINIMUM OF 6
INCHES BEYOND THE LENGTH AND WIDTH OF THE SELECTED UTILITY EQUIPMENT
ON EACH SIDE.
4. COORDINATE ANY CONDUIT PENETRATIONS WITH SELECTED
ELECTRICAL/MECHANICAL EQUIPMENT.
6"2" M
IN
C
LR
6"
6"6"
6X6W2.9XW2.9 WWF
3/4" CHAMFER
IN TURF AREAS
AGGREGATE BASE
COURSE
COMPACTED
SUBGRADE (95%)
6"
4"
FINISHED
GRADE
SCALE:
CONCRETE UTILITY PAD
NOT TO SCALE
SCALE:
STEEL BOLLARD
FILLED WITH CONCRETE
NOT TO SCALE
SCALE:
TURN DOWN CURB
NOT TO SCALE
6" Ø NON-GALVANIZED STANDARD
SCH40 WEIGHT STEEL PIPE
SAFETY YELLOW PAINTED, FILLED
W/CONC. (4,000PSI)
R1-1 30"x30"
STEEL POST
CONCRETE FOOTING
OR DRIVEN
FOUNDATION AT
CONTRACTOR'S
OPTION
SURFACE AS
SPECIFIED
RE: C-301 FOR
SIGNAGE TYPE
PLACEMENT
18"
SCALE:
STOP SIGN AND
SIGN BASE DETAIL
NOT TO SCALE
SCALE:
UTILITY TRENCH DETAIL
NOT TO SCALE
1. SEE PAVEMENT SECTION DETAIL. THE TOTAL EQUIVALENT STRENGTH OF THE PROPOSED PAVEMENT
SECTION SHALL NOT BE LESS THAN THAT OF THE EXISTING PAVEMENT SECTION.
2. AGGREGATE SUBBASE MATERIAL SHALL EXTEND UNDER THE CURB AND GUTTER A MIN. DISTANCE OF 18" FROM THE EDGE OF PAVEMENT. THE STONE THICKNESS UNDER THE EDGE OF PAVEMENT SHALL BE THE PAVEMENT DEPTH IN EXCESS OF THE 7" DEPTH OF THE PAVEMENT BUT NO LESS THAN 4".
3. CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING AND PROPOSED
PAVEMENT AFTER THE CUTTING OPERATIONS HAVE BEEN PERFORMED.
4. BOTTOM AND ALL SIDES OF SAW CUT TO BE PRIMED WITH ASPHALT PRIOR TO PLACING ASPHALT MIX.
EXISTING SURFACE
COURSE TO BE MILLED
1" AND OVERLAY NEW
SURFACE COURSE
NOTES:
SCALE:
MILL AND BITUMINOUS
OVERLAY DETAIL
NOT TO SCALE
NOT TO SCALECP530
A1 MISCELLANEOUS DETAILS
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EXISTING BASE
COURSE
EXISTING SUBBSE
COURSE
CONTRACTOR SHALL
SAW-CUT EDGE AND MAKE
SURE NO WATER IS
TRAPPED (TYPICAL)
CP530
A2
CP530
A1
CP530
A4
CP530
D1
CP530
D3
CP530
D5
SCALE:
FREE STANDING MILITARY FACILITY SIGN DETAIL
NOT TO SCALECP530
D2
NOTES:
1. SIGN TEXT SHALL BE APPROVED BY COR PRIOR TO INSTALLATION.
2. SIGN SHALL BE POST AND PANEL TYPE CONSTRUCTION AND NON-ILLUMINATED
SIGN .
3. EXTRUDED ALUMINUM SQUARE POST WITH FLAT ALUMINUM SIGN MESSAGE
PANELS
4. DARK BRONZE PAINTED FINISH FOR THE BACKGROUND OF THE MESSAGE PANEL
AND SUPPORT POST
5. SIGN MESSAGE CONTENT SHALL BE WHITE REFLECTIVE ENGINEERING GRADE
VINYL
SCALE:
LOW PROFILE
BARRICADE DETAIL
NOT TO SCALECP530
A5
AutoCAD SHX Text 2'
AutoCAD SHX Text 1"R
AutoCAD SHX Text 6"
AutoCAD SHX Text 5"
AutoCAD SHX Text
PAVEMENT SECTION
AutoCAD SHX Text
COMPACTED TO 100% MAX. DENSITY
AutoCAD SHX Text
AT OPTIMUM MOISTURE CONTENT
AutoCAD SHX Text
CONCRETE SURFACE COURSE
AutoCAD SHX Text
MIN. 1" OVERLAY ASPHALT
AutoCAD SHX Text
ASPHALT CONCRETE BASE COURSE
AutoCAD SHX Text
MAX. DENSITY AT OPTIMUM MOISTURE
AutoCAD SHX Text
TYPE I, CBR 30 COMPACTED TO 95%
AutoCAD SHX Text
MIN. TRENCH WIDTH TO
AutoCAD SHX Text
SUPPORT TRENCH BOX
AutoCAD SHX Text
SELECT MATERIAL
AutoCAD SHX Text
EXIST. PAVEMENT
AutoCAD SHX Text O.D. +24" (*)
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text 4"
AutoCAD SHX Text
TYPE I CBR 30
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
SELECT MATERIAL
AutoCAD SHX Text
BENCH
AutoCAD SHX Text 6"
AutoCAD SHX Text
BENCH
AutoCAD SHX Text O.D.
AutoCAD SHX Text
PIPE
AutoCAD SHX Text 6"
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
MIN. 10"
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
LIMIT OF 6" MAX. LOOSE LAYER LIFTS
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
SAW-CUT EDGES AND ENSURE NO WATER IS TRAPPED
AutoCAD SHX Text NOTES: 1. * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. 2. CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING AND NEW PAVEMENT AFTER THE CUTTING OPERATIONS HAVE BEEN PERFORMED.
AutoCAD SHX Text
SAND OR NO. 57 STONE WITH FILTER FABRIC
AutoCAD SHX Text 5'-3"
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
1 ADDENDUM 01/03/2019
AutoCAD SHX Text NOTE: 1. LOW PROFILE BARRICADES ARE TO BE USED TEMPORARILY CLOSING A LOW PROFILE BARRICADES ARE TO BE USED TEMPORARILY CLOSING A TAXIWAY, TAXILANE OR APRON. 2. BARRICADES MY NOT EXCEED 18" IN HEIGHT(EXCLUSIVE OF BARRICADES MY NOT EXCEED 18" IN HEIGHT(EXCLUSIVE OF SUPPLEMENTARY LIGHTS AND FLAGS) AND SHOULD BE SPACED TO PREVENT BREACH, BUT IN NO CASE GREATER THAN 50' APART. THEY MUST BE OF LOW MASS; EASILY COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT; AND WEIGHTED OR STURDILY ATTACHED TO THE SURFACE TO PREVENT DISPLACEMENT FROM JET BLAST OR OTHER WIND DISTURBANCE. 3. THE REQUIRED LIGHTS MUST BE RED AND MAY EITHER BE STEADY THE REQUIRED LIGHTS MUST BE RED AND MAY EITHER BE STEADY BURNING OR FLASHING. INTENSITIES AND LUMINANCE MUST BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF FROM 55 TO 160 FLASHES PER MINUTE. 4. HAZARD LIGHTS MAY NOT BE SPACED GREATER THAN 10' APART. HAZARD LIGHTS MAY NOT BE SPACED GREATER THAN 10' APART. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF LOW VISIBILITY WHENEVER THE AIRPORT IS OPEN FOR OPERATIONS. 5. BARRICADES MAY BE SUPPLEMENTED WITH ALTERNATING ORANGE AND BARRICADES MAY BE SUPPLEMENTED WITH ALTERNATING ORANGE AND WHITE FLAGS AT LEAST 20" BY 20" (508MM BY 508MM) SQUARE.
York District ®
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A1 TEMPORARY CONSTRUCTION FENCE DETAIL (F3)
AutoCAD SHX Text POSTS 3" (7.6cm) O.D.
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CORNER, END, & BRACE
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10'-0" (3.0M) MAX.
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END BAY 10'-0" (3.0M)
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#7 COILED
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SPRING WIRE (TYP.)
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WIRE TIES FOR LINE POSTS
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BROWN, UV LIGHT RESISTANT,
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PLASTIC FABRIC MESH NETTING
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INTENDED TO SCREEN PUBLIC
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VIEW OF THE CONSTRUCTION AREA
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TO BE LINED ALONG FENCE
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GROUND LINE
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O.D. (TYP.)
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#7 COILED
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SPRING WIRE (TYP.)
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CORNER, END, & BRACE
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(TYP.)
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(EQUAL INTERVALS)
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10'-0"(3.0M) MAX.
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(TYP.)
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10'-0" (3.0M) MAX.
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(EQUAL INTERVALS)
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END BAY 10'-0" (3.0M)
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#7 COILED
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SPRING WIRE (TYP.)
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WIRE TIES FOR LINE POSTS
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GROUND LINE
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POSTS DRIVEN INTO GROUND
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OR INDIVIDUAL PANELS SET IN
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PRECAST CONCRETE BLOCKS
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AutoCAD SHX Text 8'-0" (2.1M)
AutoCAD SHX Text LINE POST 2 1/2" (6.4cm)
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O.D. (TYP.)
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#7 COILED
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SPRING WIRE (TYP.)
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GATE OPENING AS SPECIFIED
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GATE POST
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AutoCAD SHX Text 7'-0" (2.1M)
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3 STRANDS, 4 POINT BARBED WIRE
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GROUND LINE
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(WIDTH OF CONSTRUCTION ENTRANCE)
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ROUND ROD
AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. MOORING POINTS SHALL BE PROVIDED BY EMBEDDING THE MOORING DEVICES IN MOORING POINTS SHALL BE PROVIDED BY EMBEDDING THE MOORING DEVICES IN FRESH PORTLAND CEMENT CONCRETE. 2. MOORING LAYOUT SHALL BE 2'-0" MINIMUM APART FROM PAVEMENT JOINTS. MOORING LAYOUT SHALL BE 2'-0" MINIMUM APART FROM PAVEMENT JOINTS. 3. MOORING REINFORCEMENT BARS SHALL BE PLACED AROUND THE MOORING POINTS. MOORING REINFORCEMENT BARS SHALL BE PLACED AROUND THE MOORING POINTS. 4. PULL-OUT CAPACITY FOR TIE DOWNS IS 25000LBS (MIN.). PULL-OUT CAPACITY FOR TIE DOWNS IS 25000LBS (MIN.). NOTES: 1. MOORING DEVICE TO BE CAST IN DUCTILE IRON 80-55-06 OR EQUAL. MOORING DEVICE TO BE CAST IN DUCTILE IRON 80-55-06 OR EQUAL. 2. REFER TO SHEET CP201/CP202 FOR MOORING LOCATION REFER TO SHEET CP201/CP202 FOR MOORING LOCATION 3. MOORING DEVICE TO BE CAST IN DUCTILE IRON.MOORING DEVICE TO BE CAST IN DUCTILE IRON.
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1. TEMPORARY FENCE (F3) SHALL BE USED ALONG EXISTING PARKING LOTS AND ROADS.
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NOTE:
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1 ADDENDUM 01/03/2019
AutoCAD SHX Text REINFORCEMENT NOTES: 1. #6 REINFORCING BARS SHOULD BE PLACED 3" FROM MOORING DEVICE #6 REINFORCING BARS SHOULD BE PLACED 3" FROM MOORING DEVICE AND 3" BELOW PAVEMENT SURFACE. 2. THE ENDS OF REINFORCING BARS SHOULD BE PLACED 3" FROM PAVING THE ENDS OF REINFORCING BARS SHOULD BE PLACED 3" FROM PAVING JOINTS TO PROVIDE COVER.
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6A
US Army Corps of Engineers New York District ®
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CU101
1 6” DR18 PVC FIRE HYDRANT LINE
8” DR18 PVC WATER LINE
STD. DRY-BARREL FIRE HYDRANT, 1-8"X6" TEE, 1-6" GATE
VALVE WITH BOLLARDS. DETAIL A1|CP530
2" DOMESTIC SERVICE LINE
WATERLINE 90° BEND
CUT-IN AND EXTEND NEW WATER LINE FROM EXISTING 12"
WATER LINE, 12"X8” TEE, 2-12” GATE VALVES, 1-8" GATE
VALVE
CUT-IN AND EXTEND NEW WATER LINE FROM EXISTING 8"
WATER LINE, 8"X8” TEE, 1-8" GATE VALVE
1.25” DIP SANITARY FORCE MAIN
SANITARY SEWER LIFT STATION
TIE NEW SANITARY SEWER FORCE MAIN TO EXISTING
SANITARY MANHOLE
2-WAY-4" COMMUNICATION DUCT BANK. SEE ELECTRICAL
DRAWING E-101
SANITARY CLEAN-OUT, SEE PLUMBING DRAWING FOR CONT.
AIR RELEASE MANHOLE, DETAIL A4/CU501
3.5'X3.5' CONCRETE PAD FOR MECHANICAL EQUIPMENT.
DETAIL D3|CP530
6'X6' CONCRETE PAD FOR ELECTRICAL TRANSFORMER. SEE
ELECTRICAL DRAWING E-502
2-WAY-4" ELECTRICAL DUCT BANK, CONCRETE ENCASED,
SEE ELECTRICAL DRAWING E-502
SITE LIGHTING, SEE ELECTRICAL DRAWINGS ES101/ES102
APRON LIGHTING, SEE ELECTRICAL DRAWINGS ES101/ES102
5'X5' TOWER EQUIPMENT PAD. SEE STRUCTURAL DRAWING
C4/S-501.
TAXIWAY GUIDANCE SIGN. SEE ELECTRICAL DRAWINGS
ES101/ES102.
NOT USED.
EXISTING 16"/24" FORCEMAIN. APPROXIMATELY 6-FEET
BELOW GRADE
NOTE USED.
EXISTING ISOLATION VALVE ON EXISTING WATER LINE
1. SEE ELECTRICAL DRAWINGS FOR PERIMETER FENCE
ACCESS CONDUIT REQUIREMENTS.
1"=50'CU101
A1 SITE UTILITY PLAN
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KEY NOTES
GENERAL NOTES
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GATE
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2' DEEP
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WHH
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WHH
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FROM PLAN 8" WTR LINE
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EXISTING HANGAR #4401
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BLDG. 4400
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EX. FH
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EX. 8" W/L
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CHAIN LINK 6'
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CHAIN LINK 6'
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STREET
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MILE 11
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STREET
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STOP
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STOP CROSSWALK
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STOP CROSSWALK
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STREET
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WHH
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WHH
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WHH
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AC
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CHAIN LINK 6'
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CHAIN LINK 6'
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GATE
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UNKNOWN UNDG UTIL-GPR
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7' BLOCK WALL
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WHH
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WHH
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WHH
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WHH
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NO CAP
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UNKNOWN UNDG UTIL-GPR
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UNKNOWN UNDG UTIL-GPR
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7' BLOCK WALL
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GPR NOT COMPLETED SOUTHEAST OF FENCE
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AC
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AC
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2' DEEP
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GATE
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WHH
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BRICK 9'
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2' DEEP
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18" DEEP
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4' DEEP
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WHH
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4' DEEP
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STOP
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APRON V
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36" RCP PER PLAN, APPROXIMATE
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FROM PLAN 8" WTR LINE
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FROM PLAN
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FROM PLAN
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FROM PLAN
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FROM PLAN
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NOT REFLECTED ON ASBUITS PROVIDED
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EOI
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EXISTING ARMY ADAG FACILITY
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EOI
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EOI
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BLDG. 4455
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BLDG. 4461
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EX. 8" W/L
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AutoCAD SHX Text N 428,878.4633 E 462,540.2607
AutoCAD SHX Text N 428,946.1182 E 462,589.8536
AutoCAD SHX Text AIR RELEASE VALVE SHOWN IN APPROXIMATE LOCATION . CONTRACTOR SHALL LOCATE EXISTING FORCEMAIN PRIOR TO SETTING VALVE LOCATION.
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1 INCH = FT.
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( SCALE IN FEET )
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MATCHLINE SEE INSET A-A
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INSET A-A SCALE: 1"=50'
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SHEET 57 OF 135
ISSUE FOR CONSTRUCTION
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STD. DRY-BARREL FIRE HYDRANT, 1-8"X6" TEE, 1-6" GATE
VALVE WITH BOLLARDS. DETAIL A1|CP530. 2 BALLARDS PER HYDRANT ALONG PARKING LOT AT MIN 2 FT FROM HYDRANT. NO BOLLARDS IN FRONT OF HYDRANT OUTLET.
ONeillJ1 12-3-2018
ONeillJ1 12-3-2018
| Sheets and Views |
| CP531 |
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