Amendment 0002 - MSA - Plans.pdf

PDF 3 MB Posted Dec 28, 2021

Attached to: MUNITIONS STORAGE AREA, JOINT-BASE-MDL (McGuire AFB), New Jersey
Solicitation number: W912DS22B0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

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 a new administration building, maintenance building, and 27 igloo storage structures. It also includes site utilities, paving, fencing and other site work. The solicitation is for a firm-fixed price design-bid-build contract awarded to the responsive, responsible bidder with the lowest price. Bids are due on September 21, 2022 and the contract is expected to be awarded by October 2022.

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Other files

File	Type	Posted
BidAbstractW912DS22B0002.xlsx	XLSX spreadsheet	Feb 8, 2022
Amendment 0007 - MSA - Specs.pdf	PDF	Jan 28, 2022
28012022W912DS22B00020007.pdf	PDF	Jan 28, 2022
W912DS22B00020006.pdf	PDF	Jan 26, 2022
W912DS22B00020005.pdf	PDF	Jan 24, 2022
W912DS22B00020004.pdf	PDF	Jan 20, 2022
AppendixCGeotechReportForReferenceONLY.pdf	PDF	Jan 12, 2022
Amendment 0003 - MSA - Specs.pdf	PDF	Jan 12, 2022
W912DS22B0002000312-Jan2022.pdf	PDF	Jan 12, 2022
Amendment 0003 - MSA - Plans.pdf	PDF	Jan 12, 2022
Amendment 0002 - MSA - Specs.PDF	PDF	Dec 28, 2021
Appendix B - Asbuilt conditions.pdf	PDF	Dec 28, 2021
W912DS22B0002-Amendment 0002.pdf	PDF	Dec 27, 2021
W912DS22B0002-Amendment 0001.pdf	PDF	Dec 1, 2021
MSA - Site Visit Sign-in - 16 Nov 2021.pdf	PDF	Nov 17, 2021
Package 1 - MSA - Plans.pdf	PDF	Nov 5, 2021
05112021W912DS22B0002.pdf	PDF	Nov 5, 2021
Appendix A - MSA - Burlington County Permit.pdf	PDF	Nov 5, 2021
JA011MSA(Monaco)08062021 SM (002) (002).pdf	PDF	Nov 5, 2021
Package 3 - MSA - FFE.pdf	PDF	Nov 5, 2021
Package 2 - MSA - Specifications.pdf	PDF	Nov 5, 2021
Package 4 - MSA - SID.pdf	PDF	Nov 5, 2021

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REFERENCE

NUMBER

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SHEET INDEX

ELECTRICAL

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

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-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

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

RICHARD S.

JOHNSON

EXISTING

BUILDING 1939

EDGE OF PAVEMENT

E O

(TYP)

221'±

203±

EXIST

NAVFAC

IGLOOS

236'±

27.5' ±

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

20' ±

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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

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NEWJERSEY

No.

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EOF

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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.THE DEMOLITION PLAN IS INTENDED TO SERVE AS AN AID TO VISUALIZE

THE APPROXIMATE EXTENT OF THE DEMOLITION WORK. DEMOLITION

WORK IN THIS CONTRACT INCLUDES ALL EXISTING OBJECTS,

MATERIALS OR FEATURES, ETC., THAT MUST BE REMOVED TO

CONSTRUCT NEW WORK.

E. 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.

F. UTILITY LINES 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. ANY DAMAGE TO EXISTING UTILITIES

SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE

CONTRACTOR'S EXPENSE. CONTRACTING OFFICER MUST APPROVE OF

ALL REPAIRS AND SHALL BE THE DECIDING FACTOR FOR OWNER'S

SATISFACTION.

G.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.

H.THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK SO AS

TO MINIMIZE THE DISRUPTION OF TRAFFIC AND PEDESTRIAN ACCESS

TO ADJACENT FACILITIES.

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.

SHEET KEYNOTES

1. SAWCUT FULL DEPTH AND REMOVE PAVEMENT TO EXTENTS SHOWN.

2. BUILDING TO BE DEMOLISHED, REMOVE ASSOCIATED FOUNDATION

FULL DEPTH.

3. PROTECT ELECTRICAL MANHOLES TO REMAIN.

4. REMOVE CMP PIPE, CONCRETE HEADWALLS AND RIP RAP FULL DEPTH.

5. EXISTING FENCE TO REMAIN UNTIL NEW FENCE IS IN PLACE AND

ACCEPTED BY GOVERNMENT, THEN REMOVE EXISTING FENCE. REFER

TO SHEET CS103 FOR PERIMETER FENCE LAYOUT.

6. REMOVE EARTH BERM AND STOCKPILE ON SITE INSIDE MSA FOR

RE-USE. COORDINATE WITH CONTRACTING OFFICER OR MSA

REPRESENTATIVE FOR LOCATION.

7. REMOVE AND PROPERLY DISPOSE OF OFF SITE FOR SLAB ON GRADE

AND ALL APPURTENANCES.

8. REMOVE AND PROPERLY DISPOSE OF OFF SITE FOR CONCRETE

PAVEMENT FULL DEPTH. REMOVAL INCLUDES AGGREGATE BASE, IF

PRESENT.

9. REMOVE EXISTING STRUCTURAL RETAINING WALL TO THE NEAREST

JOINT. REFER TO SHEETS S-701 & S-705 FOR CONNECTION DETAILS OF

NEW IGLOO RETAINING WALL TO EXISTING RETAINING WALL

STRUCTURE.

10. REMOVE EXISTING DRAINAGE INLET AND CUT 6.5 LF OF EXISTING

DOWNSTREAM 15 INCH CMP PIPE FOR NEW STORM SEWER

CONNECTION.

600 3015

SITE DEMOLITION PLAN1

EXISTING ASPHALT REMOVAL

EXISTING CONCRETE REMOVAL

LEGEND

EXISTING EARTHEN BERM

EXISTING BERM SLOPE

AutoCAD SHX Text E

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"=30'

ADMIN

BLDG

FFE=101.60

6.00'

49.00'

33.36'

.00

16.90'

7.50' 6'

N:437364.59 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

UNDERGROUND

DETENTION BASIN

DCJ

D C

SJ SJ

RE: A4/C-501 FOR PAVEMENT

DETAIL AT OVERHEAD

DOORS

SJSJ

CONCRETE PAD FOR

CONDENSING UNIT

RE: MH102

8 EQ SP @ 5'

2 EQ SP

@ 6'

S P

SJ SJ SJ SJ SJ SJ SJ

(TYP)

8.0' 6 EQ SP @ 7.0'

2 E

Q SP

3 EQ SP

@ 3.33'

S P

7.0'

D C

SJ SJ SJ SJ SJ

D C

CONCRETE PAVEMENT FOR

DRAINAGE. USE SIDEWALK SECTION

FOR PAVEMENT THICKNESS AND BASE

REQUIREMENTS (RE: A4/C-506).

RE: 1/CG101 FOR GRADING

REQUIREMENTS

CONC. SIDEWALK

RE: A4/C-506

S P

8.5' 8.5'

R15 .00

R15.00'

BOLLARDS (TYP)

RE: D1/C-506

2.00'

MAINT BLDG

FFE: 102.55

CONCRETE PAVEMENT

RE: D1/C-501

5N: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

C R

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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"

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

W oo d Av en ue

S ou th Is el in

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U ni te d St at es o f A m er ic a

C er tif ic at e

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No.

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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 BAY1

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.2

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-5066' SIDEWALK

RE: A4/C-506

100 5

ENLARGED LAYOUT PLAN3

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 W

AutoCAD SHX Text E

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'

1"=5'

C O

N C

C O

N C

GRASS

NCRETE PAD

RASS

GRASS

GRASSGRASS

8' H

C H

N C

8' HIGH CHAIN LINK FENCE

ASPHALT

PAVEMENT

RE:D2/C-501

(TYP)

MATCH

EXISTING

PAVEMENT

MATCH

EXISTING

PAVEMENT

ASPHALT

PAVEMENT

RE:D2/C-501

(TYP)

CONCRETE APRON

RE:S-712 (TYP)

MATCH EXISTING

PAVEMENT

MATCH

EXISTING

PAVEMENT

22.00'

27.00'

15.50'

20.50'

10.00'

186.00'

179.57'

.5 2'

15.02'

IGLOO

114.00'

47.61'

' 28 .7

15.02'

5.23'

10.00'

24.00'

MATCH

EXISTING

PAVEMENT

2.69'

20.03'

10.00'

30.52'

5.00'

10.02'

R30.00'

R100.00' R90.00'

R20.00'

R40.00'

R20.00'

R50.00'

R72.00'

R100.00'R100.00'

R30.00'

R100.00'

R20.00'

R40 .00

R3 0.

6.89'

20.91'

20.04'

R3 0.

R20.00'

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

18 26

2 6 13

1LIMITS OF

CONSTRUCTION

5.38'

CONCRETE

APRON

RE:S-712

(TYP)

CONCRETE

APRON

RE:S-712

(TYP)

ASPHALT

PAVEMENT

RE:D2/C-501

(TYP)

29.75'

16.12'

LIMITS OF

CONSTRUCTION

TCA, RE: D5/C-501

(SIM)

TCA, RE: D5/C-501

(SIM)

TCA, RE: D5/C-501

(SIM)

TCA, RE: D5/C-501

(SIM)

TCA, RE: A1/C-501 (SIM)

MATCH EXISTING

PAVEMENT

INFILTRATION

BASIN WITH SAND

BOTTOM

STORMWATER

DETENTION BASIN

LAWN

INLET

LAWN

INLET

STORM

MANHOLE

STORM

MANHOLE MANUFACTURED

TREATMENT

DEVICE

MANUFACTURED

TREATMENT

DEVICE

OUTLET

STRUCTURE

LAWN INLET

OUTLET

STRUCTURE

STORM

MANHOLE

STORM

MANHOLE

C R

O N

E M

C R

O N

M U

O R

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

.u sa ce .a rm y.

m il

M O

O N

, 2

2D S-

-C

-0

-1

5- D

-0

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"

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

W oo d Av en ue

S ou th Is el in

N J

U ni te d St at es o f A m er ic a

C er tif ic at e

N o.

+1 (8

) 8

F +1

) 3

NEWJERSEY

No.

GE47485

EOF

LICE SED

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L N

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CS102

O U

O S

LP BC

M cG ui re

\D ra w in gs \M

M D

S he et C op ie s 1-

C S1

X- 1.

dw g

1C S1

X- 1.

dw g

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. 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.

600 3015

SITE LAYOUT PLAN - IGLOOS1

COORDINATES

NORTHING EASTING

1. 437895.06 473405.82

2. 437843.60 473416.92

3. 437627.31 473441.16

4. 437513.81 473411.09

5. 437423.24 473402.97

6. 437848.51 473499.88

7. 437756.10 473533.52

8. 437738.03 473534.76

9. 437603.70 473534.76

10. 437584.20 473530.67

11. 437525.63 473509.35

12. 437895.88 473590.39

13. 437848.51 473594.88

14. 437756.10 473628.52

15. 437738.03 473629.76

16. 437603.70 473629.76

17. 437584.20 473625.67

18. 437491.80 473592.04

19. 437423.24 473588.97

20. 437769.18 473671.56

21. 437779.61 473714.52

22. 437754.86 473723.53

23. 437738.03 473724.76

24. 437603.70 473724.76

25. 437584.20 473720.67

26. 437491.80 473687.04

27. 437932.93 473784.91

28. 437401.53 473784.79

AutoCAD SHX Text E

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

1"=30'

1916 1917

ADMIN

BLDG

FFE=101.60

MAINT

BLDG

FFE=102.55

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

1CHAIN LINK FENCE

RE:C1/C-502

CORNER POST

N:437401.53 E:473784.79

CORNER POST

N:437932.68 E:472422.69

CORNER POST

N:437399.72 E:472423.29

CORNER POST

N:437400.25 E:472700.60

CORNER POST

N:437376.20 E:472725.23

CORNER POST

N:437376.76 E:472887.89

CORNER POST

N:437400.20 E:472907.24

CORNER POST

N:437932.94 E:473784.91

877.5'

1362.2'

277.3'

34.4'

77.5' 36.5'

.4'

CHAINLINK FENCE

RE:C1/C-502

CHAINLINK FENCE

RE:C1/C-502

1CHAINLINK FENCE

RE:C1/C-502

533.0'

LIMITS OF CONSTRUCTION

FOR LIMITS OF CONSTRUCTION

FOR WATER LINE REFER TO CU101

LIMITS OF CONSTRUCTION

GENERATOR PAD

RE:SHT. ES102

PERSONNEL GATE

RE: 4/C-502

CORNER POST

N:437932.94 E:473784.91

4.0' MIN. CLR. 6.00'

CENTER OF POST

N:437932.94 E:473778.91

CENTER OF POST

N:437932.94 E:473774.70

C R

O N

E M

C R

O N

M U

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2 3

4 5

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m il

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2D S-

-C

-0

-1

5- D

-0

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"

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

W oo d Av en ue

S ou th Is el in

N J

U ni te d St at es o f A m er ic a

C er tif ic at e

N o.

+1 (8

) 8

F +1

) 3

NEWJERSEY

No.

GE47485

EOF

LICE SED

ALNO

OFESSI E

NGIN

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I E R

CS103

LP BC

M cG ui re

\D ra w in gs \M

M D

S he et C op ie s 1-

-C S1

-1 .d w g

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

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.

F. THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK SO

AS TO MINIMIZE THE DISRUPTION OF TRAFFIC AND PEDESTRIAN

ACCESS TO ADJACENT FACILITIES.

G. 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.

I. INSTALLATION OF NEW PERIMETER FENCE GATE SHALL BE A PART

OF THE BASE BID.

1000 5025

PERIMETER FENCE LAYOUT1

SHEET KEYNOTES

1. EXISTING FENCE TO REMAIN IN SERVICE UNTIL

NEW FENCE HAS BEEN CONSTRUCTED AND

ACCEPTED BY THE GOVERNMENT.

2. EXISTING VEHICLE GATE, CHAIN, MOTOR, AND

ALL APPURTENANCES SHALL BE REPLACED

WITH NEW GATE AND MATERIALS AND IN THE

SAME LOCATION SO AS TO TIE BACK INTO THE

EXISTING FENCE POSTS. CONTRACTOR SHALL

COORDINATE WITH CONTRACTING OFFICER

REGARDING THE CONSTRUCTION OF THIS

PORTION. THE MSA SITE SHALL BE SECURED

AT ALL TIMES. NEW SLIDIING FENCE GATE

SHALL HAVE THREE-STRAND BARBED WIRE

AND SHALL HAVE STOP SIGNS FACING

OUTWARD MOUNTED TO BOTH SIDES OF WIRE

MESH.

3. NO PORTION OF THE NEW FENCE SHALL TIE TO

ANY PORTION OF THE NEW BUILDING. MAINTAIN

A MINIMUM SEPARATION OF 6 INCHES BETWEEN

THE FACE OF THE NEW BUILDING AND THE

OUTER DIAMETER OF THE FENCE POST.

4. THE FENCING DIMENSIONS SPECIFIED ON THIS

DRAWING ARE ESTIMATIONS, AND THE

CONTRACTOR SHALL VERIFY AND DETERMINE

THE ACTUAL DIMENSIONS OF NEW FENCING

REQUIRED PRIOR TO BIDDING. THE

CONTRACTOR SHALL BE FINANCIALLY

RESPONSIBLE FOR ANY DIFFERENCE BETWEEN

THE ACTUAL DIMENSIONS REQUIRED AND THE

ESTIMATED DIMENSIONS DISPLAYED ON THIS

DRAWING.

5. EXISTING SWING AND PERSONNEL GATES

SHALL BE DEMOLISHED AS PART OF

CONSTRUCTION OF NEW ADMINISTRATION

BUILDING.

CS103

ENLARGED LAYOUT PLAN2

1' 2'

L N

/7/

AutoCAD SHX Text S

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AutoCAD SHX Text E

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"=50"

AutoCAD SHX Text 1"=1'

AutoCAD SHX Text

SCALE:1"=1"

AutoCAD SHX Text 1"

ADMIN

BLDG

FFE=101.60

EXISTING SS

MANHOLE

T/R:99.52

FL OUT:89.20

4" SANITARY SEWER SERVICE LINE

REFER TO SHEET P-101 FOR CONTINUATION

FL:96.08

4 " DOMESTIC WATER

SERVICE LINE

REFER TO SHEET P-101

FOR CONTINUATION

1 14" TAP

CORE DRILL & CONNECT 4" SANITARY

SEWER LINE TO EXISTING MANHOLE.

INSTALL INTERIOR DROP CONNECTION.

FILL ANNULAR SPACE WITH WATERTIGHT

FIELD GASKET.

NEW 4" FL IN: 93.50'

4"Ø SDR-35 SANITARY SEWER

SERVICE LINE 86.0 LF SLOPE @

3.00%

8" X 6" TEE

6" GATE VALVE & BOX

8" ISOLATION

GATE VALVE & BOX

FIRE HYDRANT

8"x6" TEE

6" GATE VALVE & BOX

N:437352.08 E:472762.05

RE:D1/C-507

SANITARY SEWER

CONNECTION CLEANOUT5

EXIST SANITARY

MANHOLE

RIM=99.52

INVERT 89.2 (10"PIPE)

ADMIN

BLDG

FFE=101.60

MAINT

BLDG

FFE=102.55

CONC PAD

CONTAINING

PORTABLE

JOHN/SHED

FIRE HYDRANT

8"x6" TEE

6" GATE VALVE & BOX

WITH TWO BOLLARDS

N:437575.44 E:472770.44

RE:D1/C-507

8"x45° BEND N:437327.18 E:472762.05

CONNECT TO EXISTING 8" Ø

WATER MAIN AT INTERSECTION

OF SOUTH AMMO ROAD.

8" TAPPING SLEEVE

8" GATE VALVE AND BOX

RE:B2/C-507

2- 8"x45° BEND

6"x90° BEND N:437887.43 E:472770.44

FIRE HYDRANT

8"x6"x6" TEE

6" GATE VALVE & BOX

WITH TWO BOLLARDS

N:437782.44 E:472764.53

RE:D1/C-507

6"x6" TEE

6" GATE VALVE &

BOX

N:437887.43 E:473036.99

6" GATE VALVE & BOX

6"BLIND FLANGE

FIRE HYDRANT

6"x6" TEE

6" GATE VALVE & BOX

WITH TWO BOLLARDS

N:437857.34 E:473037.00

RE:D1/C-507

6" H

CONCRETE

SLOPE WALL

RE:C2/C-503

3/4" DOMW

SERVICE LINE

RE SHEET P-201

FOR CONTINUATION

4" TAP

ADDITIONAL 275 LF

WATERMAIN TO

SOUTH AMMO ROAD.

6"x6"x6" TEE

6" GATE VALVE

AND BOX

POST INDICATOR VALVE

(PIV). NO TAMPER SWITCH.

CHAINED AND LOCKED

6" FIRE SERVICE.

SEE FX-101 FOR

FDCs

UNDERGROUND COMMUNICATION

UTILITY. REFER TO SHEET ES104

FOR MORE INFORMATION.

UNDERGROUND ELECTRICAL

UTILITY. REFER TO SHEET ES102

FOR MORE INFORMATION.

Cx U

C R

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C R

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2D S-

-C

-0

-1

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-0

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"

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

W oo d Av en ue

S ou th Is el in

N J

U ni te d St at es o f A m er ic a

C er tif ic at e

N o.

+1 (8

) 8

F +1

) 3

NEWJERSEY

No.

GE47485

EOF

LICE SED

ALNO

OFESSI E

NGIN

RENCE PLEV

I E R

ILI

/7/

CU101

LP BC

M cG ui re

\D ra w in gs \M

M D

S he et C op ie s 1-

C U

-1

.d w g

/8 /2

A M

1C U

-1

.d w g

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 4.5 FEET FROM

THE FINAL FINISHED GRADE TO THE TOP OF PIPE.

I. FOR UTILITY TRENCH SECTIONS REFER TO SHEET C-505

J. THRUST BLOCKS OR RESTRAINED JOINTS TO BE INSTALLED AT ALL

CHANGES IN DIRECTION OF THE WATERLINE. RE: D1 & B1 C-504

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.

800 4020

UTILITY PLAN1

400 2010

ENLARGED UTILITY PLANB4

CU101

SHEET KEYNOTES

1. COORDINATES SHOWN ARE TO THE CENTER LINE

OF THE TEE.

2. REFER TO DEMOLITION FOR EXTENT OF ASPHALT

PATCH FOR WATERLINE CONSTRUCTION.

RE:B1/C-507 FOR UTILITY TRENCH PAVING CUT

AND PERMANENT REPAIR

3. COORDINATES SHOWN ARE TO THE TOP NUT FOR

FIRE HYDRANT. PROVIDE BOLLARDS AS

INDICATED.

4. COORDINATE INSTALLATION OF WATERLINES WITH

INSTALLATION OF GEOTHERMAL WELL PIPING.

REFER TO SHEET MS101 FOR GEOTHERMAL WELL

PIPING INFORMATION. PROTECT NEW UTILITY

LINES, INCLUDING, BUT NOT LIMITED TO,

DOMESTIC WATER, FIRE PROTECTION WATER, AND

GEOTHERMAL LINES DURING DEMOLITION OF

ORIGINAL ADMINISTRATION BUILDING 1913.

5. WATER SERVICE MAIN SHALL USE C900 PVC PIPE.

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text W

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"=40'

1"=20'

DESIGN CRITERIA:

MATERIAL DESIGN VALUES:

CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,

NORMAL WEIGHT, UNLESS NOTED OTHERWISE)

SLABS ON GRADE AND FOUNDATIONS.......................... 4,000 PSI

ALL OTHER STRUCTURAL CONCRETE, UNO................. 4,000 PSI

CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)

ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.

(ASTM A615, A616, OR A617, GRADE 60)................... Fy = 60,000 PSI WELDED WIRE FABRIC (ASTM A185).............................. Fy = 60,000 PSI SMOOTH BARS (ASTM A82).............................................. Fy = 70,000 PSI

STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

WIDE FLANGES (ASTM A992).......................................... Fy = 50,000 PSI

HSS RECTANGULAR AND SQUARE

(ASTM A500, GRADE B) ............................................. Fy = 46,000 PSI HSS ROUND (ASTM A500, GRADE B) ............................. Fy = 42,000 PSI

ALL OTHER SHAPES, PLATES, THREADED RODS,

AND ANCHOR BOLTS UNLESS NOTED

OTHERWISE (ASTM A36) .......................................... Fy = 36,000 PSI**

HEADED STUDS (ASTM A108, GRADES 1015 TO 1020).. FT = 60,000 PSI

(TENSILE STRENGTH)

**(MAX YIELD STRESS Fy FOR PLATES USED IN THE MUNITIONS IGLOO DOORS

SHALL BE LESS THAN 50 KSI. IGLOO DOORS SHALL NOT BE FABRICATED FROM

DUAL ASTM A36 AND ASTM A572 GRADE 50 STEEL PLATES.

SOILS/FOUNDATION NOTES:

1. FOUNDATIONS WERE SIZED FOR AN ALLOWABLE SOIL BEARING VALUE OF 2000 PSF.

2. ONCE THE PROPOSED SUBGRADE LEVEL HAS BEEN EXPOSED, THE CONSTRUCTION AREA SHOULD BE PROOF-ROLLED DURING A PERIOD OF DRY WEATHER. IF THE EXPOSED SUBGRADE IS OBSERVED TO RUT AND DEFLECT EXCESSIVELY, IT SHALL BE UNDERCUT AND REMOVED ALSO. SUCH SOILS SHOULD

BE RECOMPACTED OR REPLACED WITH PROPERLY COMPACTED FILL.

3. AFTER PROOF-ROLLING IS COMPLETE, THE TOP 10 INCHES OF THE EXPOSED SUBGRADE SHOULD BE SCARIFIED, MOISTURE CONDITIONED, IF NECESSARY, AND COMPACTED TO 95 PERCENT OF THE

MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D1557.

4. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT CONTRACTING OFFICER OF RECORD

IMMEDIATELY IN THE EVENT THAT THE SOILS CONDITIONS ENCOUNTERED VARY FROM THOSE SHOWN

ON THE BORING LOGS.

5. THE SUBSURFACE SOILS BENEATH THE MUNITIONS IGLOOS SHALL BE IMPROVED IN ACCORDANCE

WITH THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS AND AS DESCRIBED IN THE

GEOTECHNICAL REPORT NO. 21-138 PREPARED BY MATRIX NEW WORLD ENGINEERING, LAND

SURVEYING AND LANDSCAPE ARCHITECTURE, P.C. DATED FEBRUARY 2021.

6. A SOIL MATRIX IMPROVEMENT PROGRAM IS REQUIRED TO BE DEVELOPED BY A PROFESSIONAL ENGINEER AND SHALL BE COMPLETED ACROSS THE SITE UNDER ALL NEW EARTH-BERMED IGLOOS AND UTILITIES INCLUDING THE AREAS WITHIN 15 FEET OF THE EXTENTS OF THESE FEATURES. THE PROGRAM AND CALCULATIONS SHALL BE SUBMITTED FOR APPROVAL. THE PROGRAM SHALL FIRST SUCCESSFULLY EMPLOY VIBRO-COMPACTION IN ACCORDANCE WITH SPECIFICATION 31 32 19.17 AND THEN SUCCESSFULLY EMPLOY DYNAMIC DEEP COMPACTION IN ACCORDANCE WITH SPECIFICATION 31 32 19.19. THE RESULT OF THE ENTIRE PROGRAM SHALL BE ACHIEVEMENT OF THE ABOVE ALLOWABLE SOIL BEARING PRESSURE, MAXIMUM IGLOO OR UTILITY SETTLEMENT OF 0.75 INCHES, MAXIMUM IGLOO OR UTILITY DIFFERENTIAL SETTLEMENT OF 0.50 INCHES AND MITIGATION OF THE POTENTIAL FOR

LIQUEFACTION. THE PROGRAM SHALL BE DEMONSTRATED TO HAVE BEEN SUCCESSFUL THROUGH

ADDITIONAL TESTING AND ANALYSIS OF A REPRESENTATIVE SAMPLE OF THE SITE'S IMPROVED SOIL CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A SOIL MATRIX IMPROVEMENT

PROGRAM WHICH PROTECTS EXISTING INFRASTRUCTURE AND BUILDINGS TO REMAIN. THE

CONTRACTOR IS RESPONSIBLE FOR THE REPAIR/REPLACEMENT OF ANY DAMAGED EXISTING

INFRASTRUCTURE AND BUILDINGS TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR IMPORTING AND PLACING COMPACTED SELECT FILL TO BRING THE SITE TO GRADE FOLLOWING THE SOIL MATRIX

IMPROVEMENT PROGRAM.

GOVERNING BUILDING CODE: IBC 2018 WITH UFC 3-301-01

BUILDING OCCUPANCY CATEGORY: ADMIN/ MAINT........ II

IGLOOS................... III

DESIGN LOADS:

DEAD LOADS:

ROOF SYSTEM........................................ 10 PSF SUPERIMPOSED

MUNITIONS STORAGE ROOF (SOIL)..... 250 PSF

FRAMING................................................. ACTUAL WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

INSULATION............................................ 2 PSF

MISC/MECH COLLATERAL..................... 10 PSF

LIVE LOADS:

MAINTENANCE/ADMIN (INCLUDING PARTITION ALLOWANCE)..... 70 PSF

MUNITIONS STORAGE FLOOR......................................................... 500 PSF MUNITIONS STORAGE ROOF........................................................... 100 PSF ROOF (NON-REDUCIBLE).................................................................. 20 PSF

SNOW LOAD: (ASCE 7-16)

BASIC GROUND SNOW LOAD, (Pg).................................... 25 PSF

TERRAIN CATEGORY.......................................................... C

ROOF EXPOSURE............................................................... PARTIAL EXPOSURE FACTOR, (Ce)................................................... 1.0 THERMAL FACTOR, (Ct)...................................................... 1.0 SLOPE FACTOR, (Cs)........................................................... 1.0 IMPORTANCE FACTOR, (Is).....ADMIN/MAINTENANCE...... 1.00

MUNITIONS IGLOOS.......... 1.10

SLOPED ROOF SNOW, (Ps)................................................. 11 PSF

WIND LOAD: (ASCE 7-16)

BUILDING DESIGN:

BASIC WIND SPEED.......ADMIN/MAINTENANCE...... 116 MPH

MUNITIONS IGLOOS.......... 126 MPH

EXPOSURE CATEGORY.............................................. C

TOPOGRAPHIC FACTOR, (Kzt).................................... 1.0

BUILDING ENCLOSURE CATEGORY ......................... ENCLOSED

SEISMIC LOAD

SHORT PERIOD ACCELERATION, SS ............................. 0.195 g LONG PERIOD ACCELERATION, S1 ................................ 0.049 g

SOIL SITE CLASS ............................................................. E

SITE COEFFICIENT, Fa ..................................................... 2.4 SITE COEFFICIENT, Fv ..................................................... 4.2 DESIGN SPECIAL ACCELERATION, SDS .......................... 0.312 g DESIGN SPECIAL ACCELERATION, SD1 .......................... 0.136 g

SEISMIC DESIGN CATEGORY .......................................... C

IMPORTANCE FACTOR, (Ie)....ADMIN/MAINTENANCE..... 1.00

MUNITIONS IGLOOS......... 1.25

ANALYSIS METHOD................................................. EQUIVALENT LATERAL FORCE

SEISMIC FORCE RESISTING SYSTEM - ADMIN..... LIGHT-FRAMED WALL

SYSTEMS USING FLAT

STRAP BRACING

R=4.0, Ω=2.0, Cd=3.5, CS=0.078

SEISMIC FORCE RESISTING SYSTEM - MAINT...... ORDINARY REINFORCED

CONCRETE MASONRY

SHEAR WALLS

R=2.0, Ω=2.5, Cd=1.75, CS=0.156

SEISMIC FORCE RESISTING SYSTEM - IGLOOS.... INTERMEDIATE PRECAST

SHEAR WALLS

R=4.0, Ω=2.5, Cd=4.0, CS=0.098

CONCRETE CONSTRUCTION NOTES:

1. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS

NOTED OTHERWISE, SHALL FOLLOW THE LATEST EDITION ACI DETAILING

MANUAL, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI MANUAL

OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE

STRUCTURES, ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS AND THE PROVISIONS OF ACI "BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE" (ACI 318-14).

2. UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT LENGTHS SHALL

CONFORM TO ACI REQUIREMENTS FOR CLASS B SPLICES.

3. PROVIDE CORNER BARS IN BOTH FACES OF ALL FOOTINGS. NUMBER, SIZE AND

SPACING OF CORNER BARS SHALL BE EQUAL TO NUMBER, SIZE AND SPACING

OF HORIZONTAL REINFORCING WITH WHICH THEY LAP AND SHALL EXTEND 40

BAR DIAMETERS IN EACH DIRECTION. BOTH LEGS OF CORNER BARS SHALL BE

EQUAL LENGTH. REFER TO CONCRETE PLAN DETAIL 6/SB101.

4. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL REINFORCEMENT

SHALL CONFORM TO MINIMUM REQUIRED BY ACI 318-14.

5. AT INTERSECTING FOOTINGS EXTEND ALL HORIZONTAL REINFORCING OF THE

INTERSECTING FOOTING BEYOND THE POINT OF INTERSECTION TO THE

OPPOSITE FACE AND BEND TO A STANDARD 90 DEGREE HOOK, OR PROVIDE

BENT DOWELS OF EQUAL SIZE AND SPACING AND LAP AS REQUIRED BY NOTE 2

(BUT NOT LESS THAN 24") IN EACH DIRECTION. REFER TO CONCRETE PLAN

DETAL 6/SB101.

6. THE SIZE AND LOCATION OF ALL OPENINGS FOR ALL PIPES THROUGH FLOOR

SLABS AND FOOTINGS SHALL BE VERIFIED WITH THE MECHANICAL AND

ELECTRICAL CONTRACTORS REQUIREMENTS PRIOR TO PLACEMENT.

7. UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, PROVIDE 3/4"

CHAMFER ON ALL EXPOSED CONCRETE EDGES.

8. A SINGLE CONCRETE PLACEMENT SHALL NOT EXCEED 60 FEET FOR

CONTINUOUS FOOTINGS. CONSTRUCTION JOINTS SHALL BE LOCATED BETWEEN

1/4 POINT AND 1/3 POINT OF A SPAN. REFER TO BULKHEAD DETAIL 5/SB101

9. INTERIOR HORIZONTAL CONCRETE SURFACES SHALL HAVE A TROWEL FINISH.

REFER ARCH/CIVIL FOR OTHER FINISHES.

10. TOP STEEL REINFORCING OF FOOTINGS SHALL PASS THROUGH THE CONFINED

CORE OF THE SPOT FOOTING. BOTTOM STEEL REINFORCING OF FOOTINGS

SHALL PASS THROUGH THE CONFINED CORE OF THE SPOT FOOTING. FOOTING

STIRRUPS SHALL START WITHIN 3" OF THE FACE OF FOOTING.

11. ALL REINFORCING SHALL BE SUPPORTED FROM THE INTERIOR OF THE

CONCRETE ELEMENTS. PROVIDE ALL STANDS REQUIRED TO ADEQUATELY

HOLD REINFORCEMENT IN PLACE DURING CONCRETE PLACEMENT.

12. SAWED CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON THE PLANS.

CONSTRUCTION JOINT PLAN LOCATIONS ARE RECOMMENDATIONS. IF SLAB

POUR DOES NOT REQUIRE CONSTRUCTION JOINTS, SAWED CONTROL JOINTS

MAY BE USED IN LIEU OF CONSTRUCTION JOINTS.

13. CONCRETE COVERAGE OF REINFORCEMENT U.N.O.:

CONCRETE CAST AGAINST EARTH:....................................... 3 INCHES

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 BAR AND LARGER...................................................... 2 INCHES NO. 5 BAR AND SMALLER.................................................... 1 1/2 INCHES

CONCRETE NOT EXPOSED TO WEATHER:

SLABS, WALLS, JOISTS....................................................... 1 INCHES BEAMS AND COLUMNS........................................................ 1 1/2 INCHES SLAB ON GRADE.................................................................. MID-DEPTH OF SLAB

MISCELLANEOUS NOTES:

1. REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL FINISH

FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED ELEVATIONS ARE

BASED ON THIS DATUM ELEVATION.

2. GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE PROJECT

AND CONVEY ENGINEERING INTENT. SPECIFIC DETAILS ARE NOT DRAWN

FOR EVERY CONDITION OF CONSTRUCTION OR ASSEMBLY. MANY

CONDITIONS SIMILAR TO THOSE DEPICTED EXIST AND THOSE SIMILAR

CONDITIONS ARE INCLUDED IN THE CONTRACT SCOPE OF WORK. THE

CONTRACTOR SHALL INCLUDE COST OF THE WORK FOR THESE SIMILAR

CONDITIONS. FUTURE CLARIFICATION OF DETAILS SHALL NOT THE BE

BASIS OF ADDITIONAL COMPENSATION FOR THE CONTRACTOR.

STEEL CONSTRUCTION NOTES:

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED

IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE AISC "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND THE

AISC "ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS", AND AS SUPPLEMENTED BY THESE

GENERAL NOTES IN ADDITION TO THE PROJECT SPECIFICATIONS.

2. ALL SHOP AND FIELD WELDS SHALL BE MADE IN ACCORDANCE WITH THE

ANSI/AWS "D1.1 STRUCTURAL WELDING CODE - STEEL", LATEST EDITION.

ALL WELDING SHALL USE LOW HYDROGEN PROCESSES.

3. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A325-N WITH

SUITABLE WASHERS AND NUTS.

4. CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES

SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP.

CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE

FIELD WILL NOT BE PERMITTED.

5. ALL EXTENSION BARS, RUN-OFF PLATES, AND BACKING BARS USED IN

WELDED CONNECTIONS SHALL BE REMOVED AND THE JOINTS SHALL BE

GROUND SMOOTH WHERE SUCH CONNECTION IS PERMANENTLY

EXPOSED TO VIEW OR IS DESIGNATED AS ARCHITECTURALLY EXPOSED

STEEL.

6. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE, SHALL BE HOT-DIPPED

GALVANIZED, UNLESS NOTED OTHERWISE.

7. ALL ADDITIONAL FRAMING REQUIRED TO SUPPORT OR BRACE

MECHANICAL OR ELECTRICAL EQUIPMENT OR PIPING NOT SHOWN ON THE

STRUCTURAL DRAWINGS SHALL BE SUPPLIED BY THE MECHANICAL OR

ELECTRICAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

1. STRUCTURAL METAL STUDS ARE DEFINED AS STEEL STUDS USED IN

EXTERIOR WALL FRAMING, INTERIOR LOAD BEARING AND SHEAR WALLS,

AND FASCIA/SOFFIT FRAMING.

2. STRUCTURAL METAL STUDS SHALL CONFORM TO SSMA (STEEL STUD

MANUFACTURERS ASSOCIATION) CRITERIA.

3. STRUCTURAL METAL STUD MATERIAL FOR WALL FRAMING SHALL HAVE

THE FOLLOWING MINIMUM PROPERTIES:

WALLS: 600S162-68 (14 GA)

A =................................................... 0.693 IN2

Ixx = ................................................. 3.525 IN4

Sx =.................................................. 1.175 IN3

Fy = ................................................. 33 KSI (MIN.)

FASCIA/SOFFIT: 362S162-33 (20 GA)

A = .................................................. 0.262 IN2

Ixx =.................................................. 0.551 IN4

Sx =................................................. 0.304 IN3

Fy =.................................................. 33 KSI

4. EXTERIOR WALL STUDS SHALL BE SPACED AT 16" OC MAXIMUM.

5. BRIDGING SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER,

BUT NOT SPACED MORE THAN 4'-0" ON CENTER.

6. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 AND

ANSI/AWS D1.3-14. WHERE THE WELD THROAT IS NOT SHOWN ON THE

DRAWINGS, THE WELD SHALL BE AT LEAST AS LARGE AS THE THICKNESS

OF THE THINNEST SHEET JOINED. ALL WELDS SHALL PROVIDE COMPLETE

FUSION OF THE SHEETS WITHOUT "BLOWOUTS."

7. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE

SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT OR THEY

SHALL BE SPLICE WELDED TOGETHER.

8. ALL EXTERIOR STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED

GALVANIZED OR COATED WITH A HIGH PERFORMANCE COATING SYSTEM

(ZINC-RICH PRIMER AND URETHANE INTERMEDIATE AND FINAL COATS).

STRUCTURAL METAL STUD NOTES:

1. THE ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND

PERIMETER WITH #12 TEK SCREWS AT 12" ON CENTER (36/4

PATTERN). PROVIDE #10 SIDELAP SCREWS AT 16" ON CENTER

BETWEEN SUPPORTS.

2. STEEL ROOF DECK SHALL CONSIST OF 20 GAUGE 1 1/2 INCH

GALVANIZED DECKING (TYPE B) WITH RIB SPACING AT 6

INCHES ON CENTER. PROPERTIES SHALL MEET OR EXCEED

THE FOLLOWING:

a. Sp = 0.234 IN^3/FT

b. Sn = 0.247 IN^3/FT

c. Ip = 0.201 IN^4/FT

d. In = 0.222 IN^4/FT

e. Fy = 33,000 PSI

STEEL ROOF DECK NOTES:

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ANCH ANCHOR

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BTWN BETWEEN

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CENTER LINE

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONNX CONNECTION

CONT CONTINUOUS

COORD COORDINATE

DBA DEFORMED BAR ANCHOR

DEG DEGREE

DIA DIAMETER

DL DEAD LOAD

DN DOWN

DWLS DOWELS

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATION

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXP EXPANSION

FF FINISH FLOOR

FLR FLOOR

FND FOUNDATION

FT FOOT / FEET

FTG FOOTING

FS FAR SIDE

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IN INCH / INCHES

JT JOINT

LBS POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MPH MILES PER HOUR

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

PDF POWER DRIVEN FASTENER

PL PLATE

± PLUS/MINUS

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REF REFER

REINF REINFORCE/REINFORCING

REQ'D REQUIRED

SF SQUARE FEET

SIM SIMILAR

SJ CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SSLT SHORT SLOTTED HOLES

STD STANDARD

STIFF STIFFENER

TO TOP OF

TOF TOP OF FOUNDATION/FOOTING

TOS TOP OF STEEL

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WWF WELDED WIRE FABRIC

ABBREVIATIONS / NOTATIONS

B roa dw ay

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5.8

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REFERENCE

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US Army Corps of Engineers

New York District

C R

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THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

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Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

TIMOTHY J.

DOLF

13967

B2 FOUNDATION SLAB PLAN - 2 MUNITIONS IGLOOS

1/8" = 1'-0"

C2 FOUNDATION SLAB PLAN - 1 MUNITIONS IGLOO

1/8" = 1'-0"

25'-0"

26'-4"

8" 8"

26'-1" 9'-2 5/16"

(NOTCH FOR DOOR FRAME)

B4 S-711

TYP.

A2 S-705

160°

4'-1 3/4"±

4' -0

-6

'-3

-8

'-5

3'-8" 3'-8"

33'-8"

1'-0"1'-0" 1'-0"

4' -0

'-1

4' -0

1" SLOPE

S.J.

G E

VALLEY

DOWN

1" SLOPE

DOWN

1" SLOPE

DOWN

A1 S-709

A1 S-710

C1 S-705

B1 S-705

C1 S-712

EXISTING IGLOOS

25'-0"

26'-4"

8" 8" 25'-0"

26'-4"

8" 8"

9'-8"3'-8" 3'-8"

69'-8"

B2 S-706

A2 S-706

3' -8

'-2

'-8

'-6

C4 S-711

1'-0"

4' -0

26'-1" 8'-10"

(NOTCH FOR DOOR FRAME)

12'-8" 26'-1" 9'-11"

(NOTCH FOR DOOR FRAME)

20'-0"

B1 S-711

TYP.

1" SLOPE

S.J.

G E

VALLEY

DOWN

1" SLOPE

DOWN

1" SLOPE

DOWN

A1 S-709

TYP.

A1 S-710

C2 S-706

C1 S-712

S.J.

G E

TYP.160°

S-712

6' -6

'-4

1'-0"

1'-0" 1'-0"

1 1 1

FINISH FLOOR

ELEV=99'-11" (TYP)

FINISH FLOOR

ELEV=99'-11" (TYP)

FINISH FLOOR

ELEV=99'-11"

FINISH FLOOR

ELEV=99'-11"

CONCRETE APRON

SIM.

C2 S-712

1'-0"

5'-0"

3'-4"

B4 S-711

TYP.

A3 S-712

1'-2"

A3 S-711

A2 S-711

SIM

C R

O N

E M

C R

O N

2 3

4 5

N N

D W

N B

D B

T D

C O

N O

U . S

. A R

M Y

R D

Y O

R K ht tp w w w

.n an

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7, 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"

M U

O R

Jo in t B as e M cG ui re -D ix -L ak eh ur st

, N ew

J er se y

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

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