Amendment 0003 - MSA - Plans.pdf
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- Solicitation number
- W912DS22B0002
About this file
This package includes construction drawings and specifications for a munitions storage area project at Joint Base McGuire-Dix-Lakehurst in New Jersey. The project involves demolishing existing structures and constructing new administration and maintenance buildings, igloos, utilities, pavements and site features. Key requirements include site work; concrete foundations, slabs and pavements; pre-engineered metal buildings; electrical systems; HVAC, plumbing and fire protection systems. The solicitation was issued by the US Army Corps of Engineers New York District on behalf of the Department of the Army. The estimated value is between $5-10 million. Proposals are due in January 2022 and award is expected in April 2022.
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SHEET INDEX
E-001 LEGEND & ABBREVIATIONS
ES101 ELECTRICAL SITE DEMOLITION PLAN
ES102 ELECTRICAL SITE PLAN
ES103 ELECTRICAL LIGHTNING PROTECTION & GROUNDING SITE PLAN
ES104 COMMUNICATION SITE PLAN
ES501 SITE DETAILS
ES502 SITE DETAILS
ES503 HAND HOLE DETAIL
EG201 MAINTENANCE BAY & EXISTING BUILDING - LIGHTNING PROTECTION PLAN
EG202 MAINTENANCE BAY - LIGHTNING PROTECTION BASE BID ELEVATIONS
EG203 MAINTENANCE BAY - LIGHTNING PROTECTION ELEVATION
EG204 EXISTING BLDG 1914 - LIGHTNING PROTECTION ELEVATION
EG205 3 BAY IGLOOS - LIGHTNING PROTECTION PLAN & ELEVATIONS
EG206 4 BAY IGLOOS - LIGHTNING PROTECTION PLAN & ELEVATIONS
EG501 GROUNDING DETAILS
EG502 GROUNDING DETAILS
E-101 ADMINISTRATION - POWER, COMM., LIGHTING, GROUNDING & ELECTRICAL SYSTEMS PLANS
E-102 MAINTENANCE BAY - POWER, COMMUNICATIONS, LIGHTING & GROUNDING PLANS
E-103 3 & 4 BAY IGLOO POWER & COMMUNICATION LAYOUT
E-104 TYPICAL IGLOO POWER, COMMUNICATIONS & LIGHTING PLAN
E-501 MISCELLANEOUS DETAILS
E-502 LIGHTING DETAILS
EP501 POWER DETAILS
EP502 POWER DETAILS - 15KV SECTIONALIZER
EP601 ONE LINE DIAGRAM
EP602 PANEL SCHEDULES
EP603 PANEL SCHEDULES
EP604 PANEL SCHEDULES
EP605 PANEL SCHEDULES
EY101 ADMINISTRATION - ACCESS CONTROL AND INTRUSION DETECTION
EY102 MAINTENANCE BAY - ACCESS CONTROL AND INTRUSION DETECTION
EY501 COMMUNICATION DETAILS
EY502 SPECIAL SYSTEMS DOOR DETAILS
EY601 COMMUNICAITONS RISER DIAGRAM - ADMINISTRATION BUILDING
EY602 COMMUNICATION RISER DIAGRAM - MAINTENANCE MUNITIONS BUILDING
EY603 ADMINISTRATION - ACCESS CONTROL AND INTRUSION DETECTION RISER DIAGRAM
EY604 MAINTENANCE BAY - ACCESS CONTROL AND INTRUSION DETECTION RISER DIAGRAM
SHEET INDEX
ARCHITECTURAL
A-001 ABBREVIATIONS AND TYPICAL MOUNTING HEIGHTS
A-002 AIR BARRIER PLANS
A-101 ADMINISTRATION - PLANS
A-102 MAINTENANCE BAY - PLANS AND ELEVATIONS
A-201 ADMINISTRATION - BUILDING ELEVATIONS
A-301 ADMINISTRATION - BUILDING SECTIONS
A-302 MAINTENANCE BAY - BUILDING SECTIONS
A-303 WALL SECTIONS
A-401 ENLARGED PLANS, TOILET ELEVATIONS AND MILLWORK ELEVATIONS
A-501 SECTION, GLAZING, AND DOOR DETAILS
A-502 DOOR DETAILS
A-503 LOUVER AND GLAZING DETAILS
A-601 PARTITION TYPES, DOOR SCHEDULE, GLAZING ELEVATIONS, DOOR TYPES AND FINISH
SCHEDULE
A-602 SIGNAGE PLAN AND SCHEDULE
A-603 SIGNAGE ELEVATIONS
A-604 FURNITURE PLAN AND SCHEDULE
FIRE PROTECTION
FX101 FIRE SUPPRESSION PLAN
F-001 FIRE PROTECTION LEGEND, ABBREVIATIONS, DETAILS, FA RISER DIAGRAMS
FA101 FIRE ALARM / MASS NOTIFICATION PLAN
FA701 FIRE ALARM / MASS NOTIFICATION INPUT / OUTPUT MATRIX
PLUMBING
P-001 LEGEND & ABBREVIATIONS
P-101 UNDERFLOOR PLUMBING PLAN - ADMIN
P-102 DOMESTIC PLUMBING PLAN - ADMIN
P-201 DOMESTIC PLUMBING PLAN - MAINTENANCE
P-301 PLUMBING RISERS
P-401 DETAILS
P-501 SCHEDULES
P-502 SCHEDULES
MECHANICAL
M-001 LEGEND & ABBREVIATIONS
MS101 GEOTHERMAL WELL AND PIPING PLAN
MH101 HVAC PLAN - ADMINISTRATION
MH102 HVAC PLAN - MAINTENANCE
MP101 PIPING PLAN - ADMIN
M-301 SECTIONS
M-401 ENLARGED PIPING PLAN
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-701 SCHEDULES
M-702 SCHEDULES
M-801 CONTROLS
M-802 CONTROLS
M-803 CONTROLS
M-804 CONTROLS
ELECTRICAL
SHEET INDEX
GENERAL
G-001 COVER SHEET, VICINITY AND LOCATION PLANS
G-002 SHEET INDEX
G-003 CODE ANALYSIS AND CODE COMPLIANCE PLAN
CIVIL
V-100 TOPOGRAPHIC SURVEY
V-101 TOPOGRAPHIC SURVEY
V-102 TOPOGRAPHIC SURVEY
V-103 TOPOGRAPHIC SURVEY
V-104 TOPOGRAPHIC SURVEY
V-105 TOPOGRAPHIC SURVEY TIES
B-100 BORING LOCATION MAP
B-101 BORING LOGS
B-102 BORING LOGS
B-103 BORING LOGS
B-104 BORING LOGS
B-105 TEST PIT LOGS
C-001 LEGEND AND ABBREVIATIONS
C-002 GENERAL NOTES
C-003 OVERALL PROJECT SITE AND KEYPLAN
CD101 SITE DEMOLITION PLAN
CD102 SITE DEMOLITION PLAN - IGLOOS
CS101 SITE LAYOUT PLAN
CS102 SITE LAYOUT PLAN - IGLOOS
CS103 PERIMETER FENCE LAYOUT
CS104 TEMPORARY FENCING AND SECURE CONSTRUCTION AREA LAYOUT
CG101 GRADING PLAN
CG102 GRADING PLAN - IGLOOS
CG103 STORMWATER MANAGEMENT PLAN
CG103A STORMWATER MANAGEMENT PLAN
CG104 SOIL EROSION AND SEDIMENT CONTROL PLAN
CG105 SOIL EROSION AND SEDIMENT CONTROL PLAN
CG106 EROSION CONTROL DETAILS
CG107 EROSION CONTROL DETAILS
CG108 SOIL EROSION AND SEDIMENT CONTROL NOTES
CG201 STORMWATER MANAGEMENT PROFILES
CG202 STORMWATER MANAGEMENT PROFILES
CU101 UTILITY PLAN
CU102 UTILITY PLAN
CU201 SANITARY SEWER SERVICE PROFILE AND INTERIOR DROP CONNECTION
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-502A CIVIL DETAILS
C-503 CIVIL DETAILS
C-504 CIVIL DETAILS
C-505 CIVIL DETAILS
C-506 CIVIL DETAILS
C-507 CIVIL DETAILS
C-508 CIVIL DETAILS
C-509 CIVIL DETAILS
C-510 CIVIL DETAILS
STRUCTURAL
S-001 GENERAL NOTES & TYPICAL DETAILS
S-002 GENERAL NOTES AND TYPICAL STRUCTURAL METAL STUD DETAILS
S-003 TYPICAL STRUCTURAL METAL STUD DETAILS
S-004 SPECIAL INSPECTIONS
S-701 MUNITIONS IGLOOS - FOUNDATION PLANS
S-702 MUNITIONS IGLOOS - FOUNDATION PLANS
S-703 MUNITIONS IGLOOS - ROOF PLANS
S-704 MUNITIONS IGLOOS - ROOF PLANS
S-705 MUNITIONS IGLOOS - BUILDING ELEVATIONS
S-706 MUNITIONS IGLOOS - BUILDING ELEVATIONS
S-707 MUNITIONS IGLOOS - BUILDING ELEVATIONS
S-708 MUNITIONS IGLOOS - BUILDING ELEVATIONS
S-709 MUNITIONS IGLOOS - BUILDING SECTION AND DETAILS
S-710 MUNITIONS IGLOOS - BUILDING SECTION AND DETAILS
S-711 MUNITIONS IGLOOS - FOUNDATION SECTIONS AND DETAILS
S-712 MUNITIONS IGLOOS - FOUNDATION SECTIONS AND DETAILS
S-713 MUNITIONS IGLOOS - TYPICAL DETAILS
S-714 MUNITIONS IGLOOS - DOOR FRAME ELEVATIONS AND DETAILS
S-715 MUNITIONS IGLOOS - DOOR ELEVATIONS
S-716 MUNITIONS IGLOOS - DOOR SECTIONS
S-717 MUNITIONS IGLOOS - DOOR DETAILS
S-718 MUNITIONS IGLOOS - HIGH SECURITY HASP
SB101 FOUNDATION AND SLAB PLANS
SB501 FOUNDATION SECTIONS AND DETAILS
SF101 ROOF FRAMING PLANS
SF201 SHEAR WALL ELEVATIONS
SF501 FRAMING SECTIONS AND DETAILS
SF502 FRAMING SECTIONS AND DETAILS
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6.00'
49.00'
33.36'
16.90'
7.50'
6'
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E:472802.76
N:437417.26
E:472851.43
6' SIDEWALK
RE:A4/C-506
CROSSWALK STRIPING
RE:A1/C-506
6' SIDEWALK
RE:A4/C-506ADA PARKING STALL
RE:D3/C-506
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
6' SIDEWALK
RE:A4/C-506
6' SIDEWALK
RE:A4/C-506
LIMITS OF
CONSTRUCTION
GENERATOR PAD
RE: ES102 &
D2/C-502
SURFACE STORMWATER
DETENTION BASIN
DCJ
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DETAIL AT OVERHEAD
DOORS
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CONCRETE PAD FOR
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RE: MH102
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CONCRETE PAVEMENT FOR
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FOR PAVEMENT THICKNESS AND BASE
REQUIREMENTS (RE: A4/C-506).
RE: 1/CG101 FOR GRADING
REQUIREMENTS
CONC. SIDEWALK
RE: A4/C-506
E
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R
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RE: D1/C-506
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FFE: 102.55
CONCRETE PAVEMENT
RE: D1/C-501
N:437788.13
E:472898.21
N:437760.13
E:472856.87
LIMITS OF CONSTRUCTION
N: 437782.13
E: 472806.82
N: 437755.13
E: 472910.21
INFILTRATION BASIN WITH
SAND BOTTOM
INFILTRATION BASIN
OUTLET STRUCTURE
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SHEET
REFERENCE
NUMBER
US Army Corps of Engineers
New York District
THIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1"
J o i n t
B a s e c G u i r e
D i x L a k e h u r s t
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J r s e y
W o o d
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S o u t h
I s e l i n
U n i t e d
S t a t e s o f
A m e r i c a
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G
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NEWJERSEY
No.
GE47485
ST
AT
EOF
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1. WHERE PAVEMENT ABUTS BUILDING, PROVIDE A
CONSTRUCTION BUTT JOINT. RE: C3/C-501.
2. WHERE NEW CONCRETE PAVEMENT ABUTS WITH
EXISTING ASPHALT PAVEMENT, PROVIDE A
THICKENED EDGE JOINT INCLUDING ASPHALT
KEYWAY. RE: C2/C-501.
3. WHERE NEW PAVEMENT ABUTS WITH EXISTING
CONCRETE PAVEMENT, PROVIDE A THICKENED
EDGE JOINT. RE: A2/C-501 (SIMILAR).
4. WHERE NEW SIDEWALK ABUTS NEW CONCRETE
DRIVE, PROVIDE AN EXPANSION JOINT WITH
SEALANT. RE: D3/C-501.
5. CONCRETE PAVEMENT. RE: D1/C-501.
6. REFER TO SHEET C-003 FOR THE OVERALL LIMITS
OF CONSTRUCTION FOR THE MAINTENANCE BAY
AREA.
7. PORTABLE GENERATOR JUNCTION (BASE BID)..
REFER TO ELECTRICAL FOR ADDITIONAL
INFORMATION.
200 105
SITE LAYOUT PLAN - MAINTENANCE BAY
N
GENERAL NOTES
A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL
AND HORIZONTAL CONTROL.
B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES
AND REQUIREMENTS.
C.DIMENSIONS SHOWN ARE TO BACK OF CURB/EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED.
D.CONTRACTOR SHALL EXERCISE CARE TO AVOID
DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY
DAMAGE TO EXISTING PAVEMENT TO REMAIN
SHALL BE REPAIRED TO THE GOVERNMENT'S
SATISFACTION AT THE CONTRACTOR'S EXPENSE.
E. CONSTRUCTION FENCE SHALL BE PLACED ALONG
THE PROJECT LIMIT LINE EXCEPT WHERE SHOWN
OTHERWISE ON THIS PLAN. AREAS OUTSIDE THE
CONSTRUCTION FENCE BUT INSIDE THE PROJECT
LIMIT LINE SHALL BE COORDINATED IN
CONSTRUCTION PHASING SO AS TO MINIMIZE
DISRUPTION OF TRAFFIC AND PEDESTRAIN
ACCESS. WORK AREAS SHOWN OUTSIDE THE
PLAN SHALL BE PROTECTED BY CONSTRUCTION
FENCE DURING THOSE TIMES WHEN WORK IS
TAKING PLACE IN THE AFFECTED AREAS.
F. THE CONTRACTOR SHALL PHASE AND
COORDINATE THE WORK SO AS TO MINIMIZE THE
DISRUPTION OF TRAFFIC AND PEDESTRIAN
ACCESS TO ADJACENT FACILITIES.
G. AT INTERSECTIONS IN SIDEWALK, JOINT PER
D3/C-502.
I. REPAIR OF EXISTING PAVEMENTS MUST BE PER
CONTRACT DETAILS AND BE MADE WITHIN 12"
TRANSITION SURFACE LAYERS TO MATCH
EXISTING PAVEMENT CONDITIONS & MATCH
SURFACES TO MEET EXISTING SLOPED SURFACES
- ASPHALT REPAIRS REQUIRE SAWCUT.
H.CONTRACTING OFFICER MUST APPROVE ALL
REPAIRS AND SHALL BE THE DECIDING FACTOR
FOR OWNER'S SATISFACTION.
J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLATION AND MAINTENANCE OF TEMPORARY
SECURITY FENCING IN THE AREA OF THE NEW
ADMINISTRATION BUILDING FOR THE DURATION OF
CONSTRUCTION.
SHEET KEYNOTES
600 3015
SITE LAYOUT PLAN - ADMINISTRATION BLDG.
N
6' SIDEWALK
RE:A4/C-506
DETECTABLE
WARNING SURFACE
RE:C3/C-506
DETECTABLE
WARNING SURFACE
RE:C3/C-506
CROSSWALK
STRIPING
RE:A1/C-506
6' SIDEWALK
RE: A4/C-506
100 5
ENLARGED LAYOUT PLAN
N
CS101
CURB TERMINAL
RE: A3/C-506 (TYP.)
CURB TERMINAL
RE: A3/C-506 (TYP.)
JOINT LEGEND
SJ CONTINUOUSLY REINFORCED CONTRACTION
JOINT, RE: A3/C-501
DCJ DOWELED CONSTRUCTION JOINT, RE: C4/C-501
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text
MW
AutoCAD SHX Text
MAY 2010 NYD A/E BORDER
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:
AutoCAD SHX Text
MOTT MACDONALD
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 1"=5'
X
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FFE=
100.11
FFE=
101.41
FFE=
102.04
FFE=
101.80
FFE=
101.19
FFE=
99.89
FFE=
99.64
FFE=
100.93
FFE=
101.54
FFE=
100.11
FFE=
100.11
FFE=
99.89
FFE=
99.89
FFE=
99.89
FFE=
99.64
FFE=
100.93
FFE=
100.93
FFE=
101.19
FFE=
101.19
FFE=
101.19
FFE=
101.41
FFE=
101.41
FFE=
101.80
FFE=
101.80
FFE=
101.80
FFE=
101.54
FFE=
101.54
EXIST CONCRETE
HEADWALL
MANHOLE
RIM=100.50
18" CMP PIPE
S INVERT 96.9
EXIST CONCRETE
HEADWALL
18" CMP PIPE
N INVERT 96.1
EXIST MANHOLE
RIM=100.08
8" CMP PIPE
N/S INVERT 96.2
EXIST 2.5'X2.5' INLET
GR.: 99.20
E/W 15" CMP PIPE
INVERT 97.2
EXIST 2.5'X2.5' INLET
GR.: 99.36
W 15" CMP PIPE
INVERT 97.6
EXIST CONCRETE
24" CMP PIPE
NE INVERT 95.8
EX ELECTRIC
MANHOLE
RIM=101.56
EX ELECTRIC
MANHOLE
RIM=101.60
EXIST CONC
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8" CPP PIPE
INVERT 100.3
EX RIP RAP
D
D
D
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D
D
D
D
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FL=98.28
FL=98.28
FL=98.28
FL=98.06
FL=98.06
FL=98.06
FL=98.06
FL=97.81
FL=97.81
FL=97.81
FL=98.18
FL=98.05
FL=97.91
FL=97.75
FL=97.77
FL=97.58
FL=97.44
FL=97.29
FL=97.13
FL=97.12
FL=96.95
FL=96.81
FL=96.53
FL=96.98
FL=96.55
FL=99.58
FL=99.58
FL=99.58
FL=99.36
FL=99.36
FL=99.36
FL=99.36
FL=99.10
FL=99.10
FL=99.10
FL=99.10
FL=99.45
FL=99.28
FL=99.10
FL=98.92
FL=98.89
FL=98.68
FL=98.50
FL=98.32
FL=98.12
FL=98.11
FL=97.90
FL=97.72
FL=97.56
TG=98.7
FL=98.35
FL=100.21
FL=99.97
FL=99.97
FL=99.97
FL=99.97
FL=99.71
FL=99.71
FL=99.71
FL=99.71
FL=98.55
FL=100.08
FL=99.89
FL=99.68
FL=99.50
FL=99.32
FL=99.12
FL=99.11
FL=98.90
FL=98.72
FL=96.36
FL=96.15
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CU CU
CU
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CU
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CU
CU
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Eu Eu
Eu
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Eu
Eu
Eu
Eu
Eu
Eu
Eu
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UNDERGROUND
COMMUNICATION UTILITY.
REFER TO SHEET ES104
FOR MORE INFORMATION.
UNDERGROUND
ELECTRICAL UTILITY.
REFER TO SHEET ES102
FOR MORE INFORMATION.
D E
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SHEET
REFERENCE
NUMBER
US Army Corps of Engineers
New York District
THIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1"
J o i n t
B a s c G u i r e
D i x L a k e h u r s t
N w r s e y
W o o d
A v e n u e
S o u t h
I s e l i n
U n i t e d
S t a t e s o f
A m e r i c a
C e r t i f i c a t o
G
A
T
F
NEWJERSEY
No.
GE47485
ST
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EOF
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600 3015
UTILITY PLAN - IGLOOS
N
GENERAL NOTES
A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL
AND HORIZONTAL CONTROL.
B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES
AND REQUIREMENTS.
C.DIMENSIONS SHOWN ARE TO BACK OF CURB/EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED.
D.EXISTING UNDERGROUND UTILITY LINES SHOWN
HERE ARE FROM THE TOPOGRAPHICAL SURVEY.
REFER TO SHEET V-101 FOR “UTILITY WARNING”.
THE CONTRACTOR SHALL FIELD-VERIFY THE
LOCATION AND DEPTHS OF ALL UTILITIES. CARE
SHALL BE EXERCISED TO AVOID DAMAGE TO
EXISTING UTILITY LINES AND PREVENT LOSS OF
SERVICE TO ADJACENT FACILITIES. ANY DAMAGE
TO EXISTING UTILITIES SHALL BE REPAIRED TO
THE OWNER'S SATISFACTION AT THE
CONTRACTOR'S EXPENSE.
E. CONTRACTOR SHALL PROTECT ALL EXISTING
UTILITIES THAT PASS THROUGH THE PROJECT
SITE. THESE UTILITIES ARE ACTIVE AND THEY
SHALL NOT BE DISRUPTED. ANY DAMAGE TO
EXISTING UTILITIES SHALL BE REPAIRED TO THE
SATISFACTION OF THE UTILITY OWNER AT THE
CONTRACTOR'S EXPENSE.
F. CONSTRUCTION FENCE SHALL BE PLACED ALONG
THE PROJECT LIMIT LINE EXCEPT WHERE SHOWN
OTHERWISE ON THIS PLAN. AREAS OUTSIDE THE
CONSTRUCTION FENCE BUT INSIDE THE PROJECT
LIMIT LINE SHALL BE COORDINATED IN
CONSTRUCTION PHASING SO AS TO MINIMIZE
DISRUPTION OF TRAFFIC AND PEDESTRIAN
ACCESS. WORK AREAS SHOWN OUTSIDE THE
LIMITS OF CONSTRUCTION FENCE SHOWN ON THIS
PLAN SHALL BE PROTECTED BY CONSTRUCTION
FENCE DURING THOSE TIMES WHEN WORK IS
TAKING PLACE IN THE AFFECTED AREAS.
G.ALL BURIED METAL (INCLUDING, BUT NOT LIMITED
TO, STEEL AND CAST OR DUCTILE IRON) FIXTURES,
PIPES AND FITTINGS SHALL USE STAINLESS STEEL
NUTS AND BOLTS (WHERE APPLICABLE) AND
SHALL BE PROTECTED FROM CORROSION BY
POLYETHYLENE WRAPPING AS SPECIFIED.
H. ALL WATER LINES SHALL HAVE A MINIMUM BURY
DEPTH OF 4 FEET FROM THE FINAL FINISHED
GRADE TO THE TOP OF PIPE.
I. FOR STORM DRAIN TRENCH SECTION RE:D2/C-505.
K.REPAIR OF EXISTING PAVEMENTS MUST BE PER
CONTRACT DETAILS AND BE MADE WITHIN 12"
TRANSITION SURFACE LAYERS TO MATCH
EXISTING PAVEMENT CONDITIONS & MATCH
SURFACES TO MEET EXISTING SLOPED SURFACES
- ASPHALT REPAIRS REQUIRE SAWCUT.
SHEET KEYNOTES
1. 6" CONTINUOUS FOOTING DRAIN. REFER TO
STRUCTURAL SECTIONS FOR MORE DETAILS (TYP).
2. CONCRETE HEAD WALL RE: D1/C-509.
3. AREA INLET RE: C4/C-503.
4. REFER TO CG103 FOR INFORMATION ABOUT MAIN
LINE STORMWATER FEATURES.
5. PRECAST CONCRETE MANHOLE (TYP.)
6. REFER TO CG102 FOR GRADING INFORMATION.
AutoCAD SHX Text E
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MAY 2010 NYD A/E BORDER
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FILE NAME:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:
AutoCAD SHX Text
MOTT MACDONALD
1"=30'
SECTION
VIEW
COUNTERBALANCE POST SPACING C/C
NOMINAL GATE HEIGHT
OVERALL GATE LENGTH
COUNTERBALANCE LENGTH
FABRIC HEIGHT
POST HEIGHT (W BARB ARMS)
CLEAR OPENING
CRITICAL DIMENSION CHART
DESCRIPTIONMARK
C
E
G F
D
B A
DIM.
A x 1.5 45' A x 0.5
E - 1'-0" E + 1'-6"
E
6' 8'-6"
15' 7'
(A/2)-11"
FORMULA
A 30'
14'-1"
BARBED-WIRE APRON ON
EXTENSION ARMS
DRIVE CHAIN
SURFACE
GRADE
GATE OPERATOR
GATE OPERATOR OPERATOR PAD
SPHERICAL
SUPPORT
W4 TRUCK
BEARINGS
5/8" HANGER
BOLT GUSSETS
HANGER BRACKET
CATCHER
COMPANION
4" O.D. POST
SMOOTH LEADING EDGE.
(NO PROTRUSIONS PER
ASTM F2200-05)
BOTTOM GUIDE
BRACKET
UL 325 COMPLIANT WHEEL
COVERS (STANDARD)
GUIDE WHEEL
4" O.D. POST
5" E
- 7
F
- 8
.5
C - OVERALL LENGTH = 45'
D - COUNTERBALANCE
LENGTH = 15'
A - CLEAR OPENING = 30'
4' M
IN
IM
U M
5"
CANTILEVER CHAIN-LINK SECURITY GATED1
D4 C-502A
ELEVATION
SECTION
ENLARGED SECTION
PLAN VIEW
GATE HANGER ASSEMBLYD4
BOTTOM GUIDEB1
CATCH ASSEMBLYB2
D4 C-502A
D4 C-502A
D4 C-502A D4
C-502A
B1 C-502A
B1 C-502A
B1 C-502A
B2 C-502A
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SHEET
REFERENCE
NUMBER
US Army Corps of Engineers New York District
THIS BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
0 1"
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NEWJERSEY
No.
GE47485
ST
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EOF
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NTS
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NTS
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NTS
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MAY 2010 NYD A/E BORDER
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Plot Date:
MOTT MACDONALD
| 02910C-502A |
| Sheets and Views |
| C-502A |
02910G-002
File details come from the government source that posted it. Updated .