ARHO_Final_CD_Drawings_-_Vol_I.pdf

PDF 39 MB Posted Aug 3, 2017

Attached to: Rehabilitation of Arlington House and Grounds
Solicitation number: P17PS01037
Issued by: Department of the Interior National Park Service National Office

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Drawings Volume 1 of 2

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AutoCAD SHX Text

BASEMENT

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HALL

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WINTER

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KITCHEN

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WINE

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CELLAR

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UNEXCAVATED

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VISITOR AREAS - EXTENDED/SPECIAL TOURS ONLY

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AREA NOT OPEN TO PUBLIC

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VISITOR AREAS - VISUAL ACCESS ONLY

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NO EXIT - DOORS NORMALLY REMAIN CLOSED AND LOCKED WHEN HOUSE IS OPEN TO VISITORS

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VISITOR BARRIER (BY OTHERS)

AutoCAD SHX Text LEGEND WALL-MOUNTED FIRE EXTINGUISHER - NIC NET ASSEMBLY AREAS OPEN TO VISITOR CIRCULATION AREA NOT OPEN TO PUBLIC STANDARD TOUR ROUTE

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CODE ANALYSIS - MAIN HOUSE

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USE AND OCCUPANCY CLASSIFICATION

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BUILDING USE GROUP(S)

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STORIES

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SPRINKLER SYSTEM

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CONSTRUCTION TYPE

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ALLOWABLE BLDG. AREA

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ALLOWABLE BLDG. HEIGHT

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NUMBER OF EXITS

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CLASSIFICATION OF WORK

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SEPARATION REQUIREMENTS

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OCCUPANCY LOAD CALCULATIONS

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2 PLUS ATTIC AND BASEMENT, EXISTING

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YES

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IIIB

AutoCAD SHX Text PER TABLE 1004.1.2 ASSEMBLY 3,770 SF @ 30 NSF/PERSON = 125 HOWEVER, PARK HAS INDICATED OCCUPANCY WILL BE OPERATIONALLY LIMITED TO NOT MORE THAN 49 PERSONS (INCLUDING NPS STAFF) IN THE MAIN HOUSE AT ANY TIME

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PER TABLE 506.2 28,500 SF (7,800 GROSS SF EXISTING)

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PER TABLE 504.4 MAX. 75 FEET ABOVE GRADE

AutoCAD SHX Text EXISTING: 3 TABLE 1006.3.1 3 TABLE 1006.3.1 TABLE 1006.3.1 PROPOSED: 3 (REQUIRED: 2)3 (REQUIRED: 2)(REQUIRED: 2)

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LEVEL 1 ALTERATION

AutoCAD SHX Text N/A

AutoCAD SHX Text ASSEMBLY GROUP A-3; NET AREAS OPEN TO VISITOR CIRCULATION: BASEMENT: 620 SF 620 SF FIRST FLOOR: 2,700 SF 2,700 SF SECOND FLOOR: 450 SF 450 SF (AREAS INDICATED BY DOT PATTERN ON PLANS)

AutoCAD SHX Text APPLICABLE BUILDING CODES INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 NFPA 101, LIFE SAFETY CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 NFPA 70 2014 NATIONAL ELECTRICAL CODE NECA 1 2015 STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION NFPA 72 2016 NATIONAL FIRE ALARM AND SIGNALING CODE NESC NATIONAL ELECTRICAL SAFETY CODE 2012 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

AutoCAD SHX Text PER APPROVAL BY NPS AHJ JAMES KING BY EMAIL ON APRIL 25, 2015, EGRESS LIGHTING WILL BE MINIMAL (REFER TO ELECTRICAL DRAWINGS). EXIT SIGNS AND EXTERIOR EXIT DISCHARGE LIGHTING WILL NOT BE REQUIRED. VISITORS TO THE BUILDING WILL BE ACCOMPANIED BY NPS EMPLOYEES WHO POSSESS KNOWLEDGE OF THE EGRESS CONDITIONS AND EVACUATION PLAN FOR THE BUILDING.

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EXIT - INNER DOORS REMAIN HELD OPEN WHEN HOUSE IS OPEN TO VISITORS

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NO EXIT - DOORS NORMALLY REMAIN CLOSED AND LOCKED WHEN HOUSE IS OPEN TO VISITORS

AutoCAD SHX Text STANDARD TOUR ROUTE - ACCESS TO OTHER PUBLIC AREAS IS AVAILABLE ON A LIMITED BASIS

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START

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END TOUR

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VISITOR BARRIERS (BY OTHERS)

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VISITOR AREAS - EXTENDED/SPECIAL TOURS ONLY

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VISITOR AREAS - EXTENDED/SPECIAL TOURS ONLY

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BATH

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OUTER HALL/

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PANTRY

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SCHOOL/

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SEWING ROOM

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CUSTIS

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CHAMBER

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GUEST

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CHAMBER

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DINING

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ROOM

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FAMILY

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PARLOR

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HUNTING

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HALL

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WHITE

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PARLOR

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CENTER

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HALL

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MORNING

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ROOM

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OFFICE/

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STUDIO

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CONSERVATORY

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CLOSET

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CLOSET

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STORE

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ROOM

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CLOSET

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CLOSET

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PORTICO

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INNER

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HALL

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CODE SHEET & EGRESS PLANS - MAIN HOUSE

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CS.4

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MAIN HOUSE FIRST FLOOR EGRESS PLAN

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SCALE

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CS.4

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SUB SHEET NO

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GEORGE WASHINGTON MEMORIAL PARKWAY, VIRGINIA

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A/E FIRM

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PRIME:

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GWWO INC.

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BALTIMORE, MD

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WORK AT HISTORIC ARLINGTON HOUSE

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DRAWING NO.

AutoCAD SHX Text 128171

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PMIS/PKG NO.

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GWMP 216010

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BCW, LKM, DLP

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BPF

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JRG

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REPAIR/REHABILITATION AND PRESERVATION

AutoCAD SHX Text 6/16/2017 AUTOCAD 2016 P:\GWMP\216010\DRAWINGS\ARCH\CS.4 - CODE SHEET AND EGRESS PLANS - MAIN HOUSE.dwg CS.4 - CODE SHEET AND EGRESS PLANS - MAIN HOUSE.dwg

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SCALE OF FEET

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MAIN HOUSE BASEMENT EGRESS PLAN

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SCALE

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CS.4

LEGEND WALL-MOUNTED FIRE EXTINGUISHER, NIC NET ASSEMBLY AREAS OPEN TO VISITOR CIRCULATION

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LEE GIRLS'

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CHAMBER

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GIRLS'

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DRESSING ROOM

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MISS MARY'S

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CHAMBER

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UPPER

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HALL

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SMALL

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CHAMBER

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LEE BOY'S

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CHAMBER

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COLONEL & MRS.

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LEE'S CHAMBER

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DRESSING

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ROOM

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SOUTH

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ATTIC

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NORTH

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ATTIC

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NORTHWEST

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ATTIC

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VISITOR AREAS - VISUAL ACCESS ONLY

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VISITOR AREAS - VISUAL ACCESS ONLY

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VISITOR AREAS - EXTENDED/SPECIAL TOURS ONLY

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BARRIER GATE, TYP.

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CODE SHEET & EGRESS PLANS - MAIN HOUSE

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CS.5

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SUB SHEET NO

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GEORGE WASHINGTON MEMORIAL PARKWAY, VIRGINIA

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A/E FIRM

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PRIME:

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GWWO INC.

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BALTIMORE, MD

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WORK AT HISTORIC ARLINGTON HOUSE

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DRAWING NO.

AutoCAD SHX Text 128171

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PMIS/PKG NO.

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GWMP 216010

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BCW, LKM, DLP

AutoCAD SHX Text

BPF

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JRG

AutoCAD SHX Text 6/16/2017

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REPAIR/REHABILITATION AND PRESERVATION

AutoCAD SHX Text 6/16/2017 AUTOCAD 2016 P:\GWMP\216010\DRAWINGS\ARCH\CS.5 - CODE SHEET AND EGRESS PLANS - MAIN HOUSE.dwg CS.5 - CODE SHEET AND EGRESS PLANS - MAIN HOUSE.dwg

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SCALE OF FEET

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SCALE

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MAIN HOUSE SECOND FLOOR EGRESS PLAN

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SCALE

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CS.5

NO VISITOR ACCESS

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SUMMER

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KITCHEN

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CRAWL

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SPACE

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CRAWL

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SPACE

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CODE ANALYSIS - NORTH SLAVE QUARTERS

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USE AND OCCUPANCY CLASSIFICATION

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BUILDING USE GROUP(S)

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STORIES

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SPRINKLER SYSTEM

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CONSTRUCTION TYPE

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ALLOWABLE BLDG. AREA

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ALLOWABLE BLDG. HEIGHT

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NUMBER OF EXITS

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CLASSIFICATION OF WORK

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SEPARATION REQUIREMENTS

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OCCUPANCY LOAD CALCULATIONS

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2, EXISTING

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IIIB

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LEVEL 2 ALTERATION

AutoCAD SHX Text N/A

AutoCAD SHX Text APPLICABLE BUILDING CODES INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 NFPA 101, LIFE SAFETY CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 NESC NATIONAL ELECTRICAL SAFETY CODE 2012 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

AutoCAD SHX Text ASSEMBLY GROUP A-3; NET AREAS OPEN TO VISITOR CIRCULATION: FIRST FLOOR: 475 SF 475 SF

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PER TABLE 1004.1.2 ASSEMBLY 475 SF @ 30 NSF/PERSON = 15

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PER TABLE 506.2 9,500 SF (994 GROSS SF EXISTING)

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PER TABLE 504.4 MAX. 55 FEET ABOVE GRADE

AutoCAD SHX Text EXISTING: 1/ROOM TABLE 1006.2.1 1/ROOM TABLE 1006.2.1 TABLE 1006.2.1 PROPOSED: 1/ROOM (REQUIRED: 1/ROOM)1/ROOM (REQUIRED: 1/ROOM)(REQUIRED: 1/ROOM)

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CODE ANALYSIS - SOUTH SLAVE QUARTERS

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USE AND OCCUPANCY CLASSIFICATION

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BUILDING USE GROUP(S)

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STORIES

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SPRINKLER SYSTEM

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CONSTRUCTION TYPE

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ALLOWABLE BLDG. AREA

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ALLOWABLE BLDG. HEIGHT

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NUMBER OF EXITS

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CLASSIFICATION OF WORK

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SEPARATION REQUIREMENTS

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OCCUPANCY LOAD CALCULATIONS

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1, EXISTING

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IIIB

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LEVEL 2 ALTERATION

AutoCAD SHX Text N/A

AutoCAD SHX Text ASSEMBLY GROUP A-3; NET AREAS OPEN TO VISITOR CIRCULATION: FIRST FLOOR: 551 SF 551 SF

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PER TABLE 1004.1.2 ASSEMBLY 551 SF @ 30 NSF/PERSON = 18

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PER TABLE 506.2 9,500 SF (976 GROSS SF EXISTING)

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PER TABLE 504.4 MAX. 55 FEET ABOVE GRADE

AutoCAD SHX Text EXISTING: 1/ROOM TABLE 1006.2.1 1/ROOM TABLE 1006.2.1 TABLE 1006.2.1 PROPOSED: 1/ROOM (REQUIRED: 1/ROOM)1/ROOM (REQUIRED: 1/ROOM)(REQUIRED: 1/ROOM)

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VISITOR AREAS - FULL ROOMS

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SLAVE

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QUARTERS

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SLAVE

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QUARTERS

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SLAVE

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QUARTERS

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VISITOR AREA - VESTIBULE ONLY

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VISITOR AREAS - FULL ROOMS

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SELINA

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GRAY'S ROOM

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SMOKE

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HOUSE

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SLAVE

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QUARTERS

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GLASS PARTITION

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VISITOR AREA - INSIDE GLASS PARTITION ONLY

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SUB SHEET NO

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GEORGE WASHINGTON MEMORIAL PARKWAY, VIRGINIA

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A/E FIRM

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PRIME:

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GWWO INC.

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BALTIMORE, MD

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WORK AT HISTORIC ARLINGTON HOUSE

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DRAWING NO.

AutoCAD SHX Text 128171

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PMIS/PKG NO.

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GWMP 216010

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BCW, LKM, DLP

AutoCAD SHX Text

BPF

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JRG

AutoCAD SHX Text 6/16/2017

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REPAIR/REHABILITATION AND PRESERVATION

AutoCAD SHX Text 6/16/2017 AUTOCAD 2016 P:\GWMP\216010\DRAWINGS\ARCH\CS.6 - CODE SHEET AND EGRESS PLANS - SLAVE QUARTERS.dwg CS.6 - CODE SHEET AND EGRESS PLANS - SLAVE QUARTERS.dwg

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CODE SHEET & EGRESS PLANS - SLAVE QUARTERS

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CS.6

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NORTH SLAVE QUARTERS LOWER LEVEL EGRESS PLAN

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CS.6

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NORTH SLAVE QUARTERS FIRST FLOOR EGRESS PLAN

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SOUTH SLAVE QUARTERS FIRST FLOOR EGRESS PLAN

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CS.6

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MUSEUM

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EXHIBIT DISPLAY (BY OTHERS), TYP.

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AutoCAD SHX Text K-4330

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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KINGSTON

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C_TOILETS

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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MECH/ELECT

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WOMEN'S

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MEN'S

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OFFICE/

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STORAGE

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BOOKSTORE

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LEGEND WALL-MOUNTED FIRE EXTINGUISHER, NIC

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CODE ANALYSIS - COMFORT STATION

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USE AND OCCUPANCY CLASSIFICATION

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BUILDING USE GROUP(S)

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STORIES

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SPRINKLER SYSTEM

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CONSTRUCTION TYPE

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ALLOWABLE BLDG. AREA

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ALLOWABLE BLDG. HEIGHT

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NUMBER OF EXITS (FOR BOOKSTORE ONLY)

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CLASSIFICATION OF WORK

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SEPARATION REQUIREMENTS

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OCCUPANCY LOAD CALCULATIONS (FOR BOOKSTORE AND STORAGE ROOM ONLY)

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IIB

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PER TABLE 1004.1.2 MERCANTILE 590 SF @ 60 SF/PERSON = 9

AutoCAD SHX Text EXISTING COMFORT STATION: LEVEL 3 ALTERATION ADDITION: NEW CONSTRUCTION - IBC 2015

AutoCAD SHX Text N/A

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MERCANTILE GROUP M FIRST FLOOR: 590 SF NET

AutoCAD SHX Text APPLICABLE BUILDING CODES INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 NFPA 101, LIFE SAFETY CODE, 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC 2015) NESC NATIONAL ELECTRICAL SAFETY CODE 2012 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

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CODE ANALYSIS - MUSEUM

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USE AND OCCUPANCY CLASSIFICATION

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BUILDING USE GROUP(S)

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STORIES

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SPRINKLER SYSTEM

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CONSTRUCTION TYPE

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ALLOWABLE BLDG. AREA

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ALLOWABLE BLDG. HEIGHT

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NUMBER OF EXITS

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CLASSIFICATION OF WORK

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SEPARATION REQUIREMENTS

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OCCUPANCY LOAD CALCULATIONS

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IIIB

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2 PLUS ATTIC AND BASEMENT, EXISTING

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YES

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LEVEL 3 ALTERATION

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PER TABLE 1004.1.2 ASSEMBLY 500 SF @ 30 NSF/PERSON = 16

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PER TABLE 506.2 28,500 SF (710 GROSS SF EXISTING)

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PER TABLE 504.4 MAX. 75 FEET ABOVE GRADE

AutoCAD SHX Text EXISTING: 1 TABLE 1006.2.1 1 TABLE 1006.2.1 TABLE 1006.2.1 PROPOSED: 1 (REQUIRED: 1)1 (REQUIRED: 1)(REQUIRED: 1)

AutoCAD SHX Text ASSEMBLY GROUP A-3; NET AREAS OPEN TO VISITOR CIRCULATION: FIRST FLOOR: 500 SF 500 SF

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PER TABLE 506.2 12,500 SF (1,540 GROSS SF PROPSED)

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PER TABLE 504.4 MAX. 55 FEET ABOVE GRADE

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PER TABLE 1006.2.1 PROPOSED: 1 (REQUIRED: 1)1 (REQUIRED: 1)(REQUIRED: 1)

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CODE SHEET & EGRESS PLANS- COMFORT STATION & MUSEUM

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CS.7

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MUSEUM FIRST FLOOR EGRESS PLAN

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CS.7

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SUB SHEET NO

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GEORGE WASHINGTON MEMORIAL PARKWAY, VIRGINIA

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A/E FIRM

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PRIME:

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GWWO INC.

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BALTIMORE, MD

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WORK AT HISTORIC ARLINGTON HOUSE

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DRAWING NO.

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PMIS/PKG NO.

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GWMP 216010

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BCW, LKM, DLP

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BPF

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JRG

AutoCAD SHX Text 6/16/2017

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REPAIR/REHABILITATION AND PRESERVATION

AutoCAD SHX Text 6/16/2017 AUTOCAD 2016 P:\GWMP\216010\DRAWINGS\ARCH\CS.7 - CODE SHEET AND EGRESS PLANS - COMFORT STATION & MUSEUM.dwg CS.7 - CODE SHEET AND EGRESS PLANS - COMFORT STATION & MUSEUM.dwg

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CS.7

K-4330

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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KINGSTON

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C_TOILETS

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VITREOUS CHINA

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KINGSTON

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C_TOILETS

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KINGSTON

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KINGSTON

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C_TOILETS

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MECH/ELECT

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WOMEN'S

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MEN'S

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OFFICE/

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STORAGE

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BOOKSTORE

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ACCESSIBLE DRINKING FOUNTAIN

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EXISTING ACCESSIBLE RESTROOMS TO REMAIN

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SEE A5.3 FOR RAMP DIMENSIONS

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SEE SITE ACCESSIBILITY PLAN FOR CONTINUATION

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ACCESSIBLE ROUTE/ STANDARD TOUR ROUTE

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5'-0" FRONT APPROACH W/ 1'-6" CLEAR ADJACENT TO LATCH SIDE OF DOOR

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BATH

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OUTER HALL/

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PANTRY

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SCHOOL/

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SEWING ROOM

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CUSTIS

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CHAMBER

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GUEST

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DINING

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PARLOR

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HUNTING

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WHITE

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STUDIO

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CLOSET

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CLOSET

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PORTICO

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INNER

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HALL

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SMOKE

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HOUSE

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SELINA

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GRAY'S ROOM

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MUSEUM

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CS.8

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SUB SHEET NO

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GEORGE WASHINGTON MEMORIAL PARKWAY, VIRGINIA

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A/E FIRM

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PRIME:

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GWWO INC.

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BALTIMORE, MD

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WORK AT HISTORIC ARLINGTON HOUSE

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DRAWING NO.

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PMIS/PKG NO.

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GWMP 216010

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SHEET

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BCW, LKM, DLP

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BPF

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JRG

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REPAIR/REHABILITATION AND PRESERVATION

AutoCAD SHX Text 6/16/2017 AUTOCAD 2016 P:\GWMP\216010\DRAWINGS\ARCH\CS.8 - BUILDING ACCESSIBILITY PLANS.dwg CS.8 - BUILDING ACCESSIBILITY PLANS.dwg

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SCALE OF FEET

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CS.8

No. 046980

VIKRANT N. DESAI

NOTES:

1. CONTRACTOR SHALL REFER TO SHEET AS.1 FOR SITE

STAGING AND STORAGE REQUIREMENTS.

General

1. THE "MISS UTILITY LAW" REQUIRES FOR THE CONTRACTOR TO CALL 811 AT LEAST 3

WORKING DAYS IN ADVANCE OF THE PLANNED WORK TO ALLOW TIME FOR

MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT

EXCAVATION BE COMPLETED CAREFULLY.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS

AND LOCAL REQUIREMENTS.

3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL

BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH

DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS

(WHICHEVER ARE MORE STRINGENT).

4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS

SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL FOLLOW DETAIL PROVIDED

BY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.

5. CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY

FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED

WITH THE WORK INDICATED IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR

OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE

PERMITS.

6. PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL

CONDITION AT THE CONTRACTOR'S EXPENSE.

8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL AND OTHER MEDIA ARE

ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON

VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN

THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE

MATERIAL, AND SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY SO THAT

THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

9. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE

SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION

IF SUCH OCCURS.

10. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO

PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO

REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO THE GOVERNMENT.

12. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE

VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL

CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA

DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) UNDER THE JURISDICTION OF

THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A

GCP NOTICE OF INTENT WITH THE DEQ.

13. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

REGARDING ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY GROUND

DISTURBANCE. REFER TO SPECIFICATION SECTION 01 35 13.22 FOR ADDITIONAL

INFORMATION.

14. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REGARDING

LOCATIONS OF THE SITE CLOSURE SIGNS.

Utilities

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN

APPROXIMATE REPRESENTATION ONLY. THE GOVERNMENT HAS NOT

INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE

UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE,

SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT

GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT

THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND

BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE

EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO

EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH

EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,

OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK

CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF

THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE

CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE

CONTRACTING OFFICER FOR THE RESOLUTION OF THE CONFLICT.

3. SET CATCH BASIN RIMS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS

ON THE GRADING AND UTILITY PLANS.

4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS,

ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS,

ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE, TOPSOIL AND SEED, AND OTHER EARTH SURFACE AREAS: ONE

INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM

ELEVATION.

5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF

PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE

REQUIREMENTS SHOWN ON THE DRAWINGS AND THE SPECIFICATIONS.

6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR

PAYING FEES FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC,

TELEPHONE, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY

CONTRACTOR OR BY THE UTILITIES COMPANY.

7. LOCATION OF FITTINGS SHOWN HEREON ARE APPROXIMATE ONLY. CONTRACTOR

SHALL DETERMINE ALL FITTING REQUIREMENTS AND LOCATIONS FROM ACTUAL

FIELD CONDITIONS.

8. PIPE LENGTHS SHOWN HEREON ARE FROM CENTERLINE TO CENTERLINE OF

STRUCTURE AND ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE ACTUAL PIPE

LENGTHS FROM FIELD CONDITIONS.

Layout and Materials

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND

CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. SEE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS FOR EXACT

BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING

SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS,

CONCRETE DOOR PADS, BOLLARDS, ETC.

3. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION

DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL

LICENSED SURVEYOR.

4. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING

PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING

GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER

TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

5. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS

AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS

ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET

DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD

MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

6. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,

SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE GOVERNMENT,

BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE

PAPER COPIES OF THE CONTRACT DOCUMENTS.

Demolition

1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE

FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES,

PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS

INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING

UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A

DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING

EXTERIOR COLUMNS.

2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN

CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD

SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY

SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.

3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND

STATUTES.

4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE

CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT

INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE

CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF

DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND

SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED

CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY

CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK.

Erosion Control

1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL

NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES

AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND LOCAL

APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND

REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS

AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH

THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED

AREAS.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH

THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,

WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT DEPOSIT.

4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH

MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,

SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION.

5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT

GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION

CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE

SYSTEMS.

Existing Conditions Information

1. THE TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB INC. DURING JUNE OF 2016.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE PLANE NORTH ZONE

COORDINATE GRID SYSTEM - NAD 83 2011 FEET. THE VERTICAL DATUM FOR THIS

SURVEY IS NAVD 88 FEET. BOTH DATUMS BASED ON STATIC GPS SESSIONS AND

PROCESSED USING NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE D ACCORDING TO THE FLOOD INSURANCE RATE

MAP FOR ARLINGTON COUNTY, VIRGINIA, MAP NUMBER 51013C0039C, EFFECTIVE

DATE: AUGUST 19, 2013.

CIVIL NOTES

ADJ. ADJACENT

℄ CENTERLINE

CIP CAST IRON PIPE

CO CONTRACTING OFFICER

CONC. CONCRETE

Ø, DIA. DIAMETER

DEMO DEMOLISH

DI DUCTILE IRON

EL., ELEV. ELEVATION

EOP EDGE OF PAVEMENT

EX., EXIS. EXISTING

FF HYD FROST FREE HYDRANT

FH FIRE HYDRANT

L LENGTH

GV&VB GATE VALVE & VALVE BOX

MAX. MAXIMUM

MEG MEET EXISTING GRADE

MIN. MINIMUM

N.I.C. NOT IN CONTRACT

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

PR PROPOSED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

SCH SCHEDULE

STA. STATION

TYP. TYPICAL

UGE UNDERGROUND ELECTRIC

VAR. VARIED, VARIES

CIVIL ABBREVIATION LIST

M A

T C

N E

S H

E E

T C

MATCHLINE SHEET C1.2

MATCHLINE SHEET C1.3

M A

T C

N E

S H

E E

T C

No. 046980

VIKRANT N. DESAI

NOTES

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND

SURVEY PERFORMED BY VHB INC. DURING JUNE OF 2016.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL

ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE

PLANE NORTH ZONE COORDINATE GRID SYSTEM - NAD 83 2011 FEET.

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 FEET. BOTH

DATUMS BASED ON STATIC GPS SESSIONS AND PROCESSED USING

NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE D ACCORDING TO THE FLOOD

INSURANCE RATE MAP FOR ARLINGTON COUNTY, VIRGINIA, MAP

NUMBER 51013C0039C, EFFECTIVE DATE: AUGUST 19, 2013.

5. PROPERTY LINE SHOWN BASED ON FILES PROVIDED BY CLIENT.

REHABILITATE ARLINGTON HOUSE, OUT BUILDINGS AND GROUNDS,

ARLINGTON NATIONAL CEMETERY, GEORGE WASHINGTON

MEMORIAL PARKWAY DATED 12/23/09 AND SHOWN ON SHEET C2.

BOUNDARY LINE SURVEY WAS NOT PERFORMED AS PART OF

TOPOGRAPHIC SURVEY. PROPERTY LINE SHOWN BASED ON

HOLDING "USDI CL 13 NPS" THIS BEING THE ONLY MONUMENT

FOUND AT TIME OF TOPOGRAPHIC SURVEY.

UTILITY NOTES

1. ABOVE GROUND UTILITIES SHOWN ARE THE RESULT OF AN

ON-THE-GROUND SURVEY PERFORMED BY VHB INC. DURING JUNE

OF 2016.

2. UNDERGROUND UTILITIES SHOWN ARE THE RESULT OF

UNDERGROUND UTILITY MAPPING PERFORMED BY INFRA MAP CORP.

DURING JUNE OF 2016 AND FIELD LOCATION OF MARKINGS

PERFORMED BY VHB INC. DURING JUNE OF 2016. (ELECTRIC, GAS,

COMMUNICATION, WATER, UNKNOWN AND HVAC).

3. UNDERGROUND STORM PIPE CONNECTIONS BASED ON VIDEO

INSPECTION AND MAP PROVIDED BY PRISM DURING NOVEMBER

2015.

LEGEND

MATCHLINE SHEET C1.2

MATCHLINE SHEET C1.4

M A

T C

N E

S H

E E

T C

MATCHLINE SHEET C1.1

No. 046980

VIKRANT N. DESAI

NOTES

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND

SURVEY PERFORMED BY VHB INC. DURING JUNE OF 2016.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL

ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE

PLANE NORTH ZONE COORDINATE GRID SYSTEM - NAD 83 2011 FEET.

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 FEET. BOTH

DATUMS BASED ON STATIC GPS SESSIONS AND PROCESSED USING

NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE D ACCORDING TO THE FLOOD

INSURANCE RATE MAP FOR ARLINGTON COUNTY, VIRGINIA, MAP

NUMBER 51013C0039C, EFFECTIVE DATE: AUGUST 19, 2013.

5. PROPERTY LINE SHOWN BASED ON FILES PROVIDED BY CLIENT.

REHABILITATE ARLINGTON HOUSE, OUT BUILDINGS AND GROUNDS,

ARLINGTON NATIONAL CEMETERY, GEORGE WASHINGTON

MEMORIAL PARKWAY DATED 12/23/09 AND SHOWN ON SHEET C2.

BOUNDARY LINE SURVEY WAS NOT PERFORMED AS PART OF

TOPOGRAPHIC SURVEY. PROPERTY LINE SHOWN BASED ON

HOLDING "USDI CL 13 NPS" THIS BEING THE ONLY MONUMENT

FOUND AT TIME OF TOPOGRAPHIC SURVEY.

UTILITY NOTES

1. ABOVE GROUND UTILITIES SHOWN ARE THE RESULT OF AN

ON-THE-GROUND SURVEY PERFORMED BY VHB INC. DURING JUNE

OF 2016.

2. UNDERGROUND UTILITIES SHOWN ARE THE RESULT OF

UNDERGROUND UTILITY MAPPING PERFORMED BY INFRA MAP CORP.

DURING JUNE OF 2016 AND FIELD LOCATION OF MARKINGS

PERFORMED BY VHB INC. DURING JUNE OF 2016. (ELECTRIC, GAS,

COMMUNICATION, WATER, UNKNOWN AND HVAC).

3. UNDERGROUND STORM PIPE CONNECTIONS BASED ON VIDEO

INSPECTION AND MAP PROVIDED BY PRISM DURING NOVEMBER

MATCHLINE SHEET C1.1

T C

N E

S H

E E

T C

M A

T C

N E

S H

E E

T C

No. 046980

VIKRANT N. DESAI

NOTES

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED

BY VHB INC. DURING JUNE OF 2016.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE PLANE NORTH ZONE

COORDINATE GRID SYSTEM - NAD 83 2011 FEET. THE VERTICAL DATUM FOR THIS SURVEY

IS NAVD 88 FEET. BOTH DATUMS BASED ON STATIC GPS SESSIONS AND PROCESSED USING

NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE D ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR

ARLINGTON COUNTY, VIRGINIA, MAP NUMBER 51013C0039C, EFFECTIVE DATE: AUGUST 19,

2013.

5. PROPERTY LINE SHOWN BASED ON FILES PROVIDED BY CLIENT. REHABILITATE ARLINGTON

HOUSE, OUT BUILDINGS AND GROUNDS, ARLINGTON NATIONAL CEMETERY, GEORGE

WASHINGTON MEMORIAL PARKWAY DATED 12/23/09 AND SHOWN ON SHEET C2. BOUNDARY

LINE SURVEY WAS NOT PERFORMED AS PART OF TOPOGRAPHIC SURVEY. PROPERTY LINE

SHOWN BASED ON HOLDING "USDI CL 13 NPS" THIS BEING THE ONLY MONUMENT FOUND AT

TIME OF TOPOGRAPHIC SURVEY.

UTILITY NOTES

1. ABOVE GROUND UTILITIES SHOWN ARE THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB INC. DURING JUNE OF 2016.

2. UNDERGROUND UTILITIES SHOWN ARE THE RESULT OF UNDERGROUND UTILITY MAPPING

PERFORMED BY INFRA MAP CORP. DURING JUNE OF 2016 AND FIELD LOCATION OF

MARKINGS PERFORMED BY VHB INC. DURING JUNE OF 2016. (ELECTRIC, GAS,

COMMUNICATION, WATER, UNKNOWN AND HVAC).

3. UNDERGROUND STORM PIPE CONNECTIONS BASED ON VIDEO INSPECTION AND MAP

PROVIDED BY PRISM DURING NOVEMBER 2015.

4. WATERLINE CONNECTION TO THE BUNKER BASED ON SITE PLAN TITLED "REHABILITATE

ARLINGTON HOUSE, OUTBUILDINGS AND GROUNDS, ARLINGTON NATIONAL CEMETERY,

GEORGE WASHINGTON MEMORIAL PARKWAY" DATED 4/9/07 AND PREPARED BY HNTB

ARCHITECTURE.

MATCHLINE SHEET C1.2

T C

N E

S H

E E

T C

No. 046980

VIKRANT N. DESAI

NOTES

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND

SURVEY PERFORMED BY VHB INC. DURING JUNE OF 2016.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL

ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE

PLANE NORTH ZONE COORDINATE GRID SYSTEM - NAD 83 2011 FEET.

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88 FEET. BOTH

DATUMS BASED ON STATIC GPS SESSIONS AND PROCESSED USING

NOAA OPUS SOLUTIONS.

4. THIS PROJECT LIES WITHIN ZONE D ACCORDING TO THE FLOOD

INSURANCE RATE MAP FOR ARLINGTON COUNTY, VIRGINIA, MAP

NUMBER 51013C0039C, EFFECTIVE DATE: AUGUST 19, 2013.

5. PROPERTY LINE SHOWN BASED ON FILES PROVIDED BY CLIENT.

REHABILITATE ARLINGTON HOUSE, OUT BUILDINGS AND GROUNDS,

ARLINGTON NATIONAL CEMETERY, GEORGE WASHINGTON

MEMORIAL PARKWAY DATED 12/23/09 AND SHOWN ON SHEET C2.

BOUNDARY LINE SURVEY WAS NOT PERFORMED AS PART OF

TOPOGRAPHIC SURVEY. PROPERTY LINE SHOWN BASED ON

HOLDING "USDI CL 13 NPS" THIS BEING THE ONLY MONUMENT

FOUND AT TIME OF TOPOGRAPHIC SURVEY.

UTILITY NOTES

1. ABOVE GROUND UTILITIES SHOWN ARE THE RESULT OF AN

ON-THE-GROUND SURVEY PERFORMED BY VHB INC. DURING JUNE

OF 2016.

2. UNDERGROUND UTILITIES SHOWN ARE THE RESULT OF

UNDERGROUND UTILITY MAPPING PERFORMED BY INFRA MAP CORP.

DURING JUNE OF 2016 AND FIELD LOCATION OF MARKINGS

PERFORMED BY VHB INC. DURING JUNE OF 2016. (ELECTRIC, GAS,

COMMUNICATION, WATER, UNKNOWN AND HVAC).

3. UNDERGROUND STORM PIPE CONNECTIONS BASED ON VIDEO

INSPECTION AND MAP PROVIDED BY PRISM DURING NOVEMBER

MATCHLINE SHEET C2.2

MATCHLINE SHEET C2.3

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No. 046980

VIKRANT N. DESAI

REMOVE STORM STRUCTURED1

REMOVE FIRE HYDRANTD2

DEMOLITION CALLOUTS:

NOTES:

1. SEE LANDSCAPE PLANS FOR SITE DEMOLITION.

2. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL AND SIZE OF EACH

STORM UTILITY.

3. FIRE HYDRANTS, PIPING, STRUCTURES, ETC. SHALL BE LEGALLY DISPOSED

OF OFFSITE BY THE CONTRACTOR.

4. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

REGARDING ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY

GROUND DISTURBANCE. REFER TO SPECIFICATION SECTION 01 35 13.22

FOR ADDITIONAL INFORMATION.

REMOVE UTILITY

LEGEND:

ABANDON UTILITY

PLUG EXISTING STORM PIPED3

REMOVE STORM CLEAN OUTD4

LIMITS OF CONSTRUCTION

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MATCHLINE SHEET C2.1

No. 046980

VIKRANT N. DESAI

REMOVE STORM STRUCTURED1

REMOVE FIRE HYDRANTD2

DEMOLITION CALLOUTS:NOTES:

1. SEE LANDSCAPE PLANS FOR SITE DEMOLITION.

2. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL AND SIZE OF EACH STORM

UTILITY.

3. FIRE HYDRANTS, PIPING, STRUCTURES, ETC. SHALL BE LEGALLY DISPOSED OF

OFFSITE BY THE CONTRACTOR.

4. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

REGARDING ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY

GROUND DISTURBANCE. REFER TO SPECIFICATION SECTION 01 35 13.22 FOR

ADDITIONAL INFORMATION.

REMOVE UTILITY

LEGEND:

ABANDON UTILITY

MATCHLINE SHEET C2.1

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M A

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No. 046980

VIKRANT N. DESAI

NOTES:

1. SEE LANDSCAPE PLANS FOR SITE DEMOLITION.

2. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL AND SIZE OF EACH STORM

UTILITY.

3. FIRE HYDRANTS, PIPING, STRUCTURES, ETC. SHALL BE LEGALLY DISPOSED OF

OFFSITE BY THE CONTRACTOR.

4. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REGARDING

ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY GROUND DISTURBANCE.

REFER TO SPECIFICATION SECTION 01 35 13.22 FOR ADDITIONAL INFORMATION.

REMOVE UTILITY

LEGEND:

MATCHLINE SHEET C3.2

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MATCHLINE SHEET C3.3

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No. 046980

VIKRANT N. DESAI

NOTES:

1. EXISTING 6" DUCTILE IRON WATERLINE SIZE AND MATERIAL IS

PER TEST HOLE PERFORMED BY INFRAMAP INC.

2. CONTRACTOR SHALL ENSURE THAT THE PROPOSED GATE

VALVE RIMS MATCH THE PROPOSED GRADE.

3. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER REGARDING ARCHEOLOGY MONITORING

REQUIREMENTS DURING ANY GROUND DISTURBANCE. REFER

TO SPECIFICATION SECTION 01 35 13.22 FOR ADDITIONAL

INFORMATION.

4. NORTHING AND EASTING COORDINATES FOR THE PROPOSED

WATERLINE HAVE BEEN PROVIDED ON SHEET C3.4.

LIMITS OF CONSTRUCTION

PROPOSED WATERLINE

MATCHLINE SHEET C3.1

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MATCHLINE SHEET C3.4

No. 046980

VIKRANT N. DESAI

NOTES:

1. SIZE AND MATERIAL OF THE EXISTING WATERLINE IS UNKNOWN.

CONTRACTOR IS REQUIRED TO FIELD VERIFY THE SIZE AND

MATERIAL AND PROVIDE THE REQUIRED CONNECTION.

PROPOSED WATERLINE IS TO BE 6" DUCTILE IRON PIPE.

2. SIZE AND MATERIAL OF THE EXISTING WATERLINE IS UNKNOWN.

CONTRACTOR IS REQUIRED TO FIELD VERIFY THE SIZE AND

MATERIAL AND PROVIDE THE REQUIRED CONNECTION.

PROPOSED WATERLINE IS TO BE 1" SCH-80 PVC.

3. CONTRACTOR SHALL ENSURE THAT THE PROPOSED GATE

VALVE RIMS MATCH THE PROPOSED GRADE.

4. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER REGARDING ARCHEOLOGY MONITORING

REQUIREMENTS DURING ANY GROUND DISTURBANCE. REFER

TO SPECIFICATION SECTION 01 35 13.22 FOR ADDITIONAL

INFORMATION.

5. NORTHING AND EASTING COORDINATES FOR THE PROPOSED

WATERLINE HAVE BEEN PROVIDED FOR LAYOUT.

LIMITS OF CONSTRUCTION

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MATCHLINE SHEET C3.1

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No. 046980

VIKRANT N. DESAI

NOTES:

1. WATERLINE CONNECTION TO THE BUNKER BASED ON SITE PLAN TITLED

"REHABILITATE ARLINGTON HOUSE, OUTBUILDINGS AND GROUNDS,

ARLINGTON NATIONAL CEMETERY, GEORGE WASHINGTON MEMORIAL

PARKWAY" DATED 4.9.2007 AND PREPARED BY HNTB ARCHITECTURE.

2. CONTRACTOR SHALL REPLACE EXISTING 90° BEND WITH A 4"X4"X4"

TEE AND TIE IN PROPOSED WATERLINE.

3. CONTRACTOR SHALL PROVIDE THE REQUIRED FITTINGS/COUPLERS TO

CONNECT PROPOSED WATERLINE WITH EXISTING WATERLINE.

4. CONTRACTOR SHALL ENSURE THAT THE PROPOSED GATE VALVE RIMS

MATCH THE PROPOSED GRADE.

5. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

REGARDING ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY

GROUND DISTURBANCE. REFER TO SPECIFICATION

SECTION 01 35 13.22 FOR ADDITIONAL INFORMATION.

6. NORTHING AND EASTING COORDINATES FOR THE PROPOSED

WATERLINE AND PROPOSED FROST FREE FIRE HYDRANTS HAVE BEEN

PROVIDED FOR LAYOUT.

LIMITS OF CONSTRUCTION

MATCHLINE SHEET C3.2

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No. 046980

VIKRANT N. DESAI

NOTES:

1. SIZE AND MATERIAL OF THE EXISTING WATERLINE IS UNKNOWN.

CONTRACTOR IS REQUIRED TO FIELD VERIFY THE SIZE AND MATERIAL AND

PROVIDE THE REQUIRED CONNECTION.

2. CONTRACTOR SHALL ENSURE THAT THE PROPOSED GATE VALVE RIMS

MATCH THE PROPOSED GRADE.

3. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

REGARDING ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY

GROUND DISTURBANCE. REFER TO SPECIFICATION SECTION 10 35 13.22

FOR ADDITIONAL INFORMATION.

4. NORTHING AND EASTING COORDINATES FOR THE PROPOSED

WATERLINE AND PROPOSED FROST FREE FIRE HYDRANTS HAVE BEEN

PROVIDED FOR LAYOUT.

LIMITS OF CONSTRUCTION

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MATCHLINE SHEET C4.2

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MATCHLINE SHEET C4.3

No. 046980

VIKRANT N. DESAI

PERFORATED UNDERDRAIN PIPING

LEGEND:

PVC/RCP STORM DRAIN PIPING

LIMITS OF CONSTRUCTION

MANHOLE (VDOT MH-1)

CATCH BASIN (VDOT DI-1)

CATCH BASIN (30" DIAMETER)

WITH GRATE

CATCH BASIN (24" DIAMETER)

WITH GRATE

STM / CLEANOUT

WITH SOLID COVER

NOTES:

1. CONTRACTOR SHALL ENSURE 0.5% MINIMUM SLOPE ON

PERFORATED 6" UNDERDRAIN PIPES.

2. ONE WAY CLEANOUTS (DESIGNATED "SINGLE") SHALL BE

CONSTRUCTED PER DETAIL 2 ON SHEET C8.3.

3. TWO WAY CLEANOUTS (DESIGNATED "DOUBLE") SHALL

BE CONSTRUCTED PER DETAIL 6 ON SHEET C8.3.

4. CLEANOUT STORM STRUCTURES WITH MULTIPLE INLETS

WITH ONLY THE INV. OUT GIVEN, ALL PIPES ARE TO HAVE

THE SAME INV.

5. CONTRACTOR SHALL ENSURE THAT THE PROPOSED

DRAINAGE STRUCTURE RIMS MATCH THE PROPOSED

GRADE ADJACENT TO THE STRUCTURE.

6. CONTRACTOR SHALL COORDINATE WITH THE

CONTRACTING OFFICER REGARDING ARCHEOLOGY

MONITORING REQUIREMENTS DURING ANY GROUND

DISTURBANCE. REFER TO SPECIFICATION

SECTION 01 35 13.22 FOR ADDITIONAL INFORMATION.

7. SIGNS DESIGNATING PERMEABLE PAVEMENT AREAS

WHERE LIGHT VEHICULAR ACCESS IS POSSIBLE SHALL

BE INSTALLED BY THE CONTRACTOR. THE APPEARANCE

AND EXACT LOCATION OF THE SIGN SHALL BE

COORDINATED WITH THE CONTRACTING OFFICE DUE TO

THE HISTORIC NATURE OF THE SITE AND

ARCHEOLOGICAL FEATURES AT THE SITE.

8. COVERS FOR ALL PROPOSED DRAINAGE STRUCTURES

ARE TO BE FLUSH WITH THE SURROUNDING GRADE.

CONTRACTOR SHALL ENSURE VERTICAL DIFFERENCE

DOES NOT EXCEED 14".

9. REFER TO SHEET C4.5 FOR NORTHING & EASTING

COORDINATES FOR EACH PROPOSED STORM DRAINAGE

STRUCTURES.

PERFORATED UNDERDRAIN PIPING

LEGEND:

PVC/RCP STORM DRAIN PIPING

LIMITS OF CONSTRUCTION

MANHOLE (VDOT MH-1)

CATCH BASIN (VDOT DI-1)

CATCH BASIN (30" DIAMETER)

WITH GRATE

CATCH BASIN (24" DIAMETER)

WITH GRATE

STM / CLEANOUT

WITH SOLID COVER

NOTES:

1. CONTRACTOR SHALL ENSURE 0.5% MINIMUM SLOPE ON

PERFORATED 6" UNDERDRAIN PIPES.

2. ONE WAY CLEANOUTS (DESIGNATED "SINGLE") SHALL BE

CONSTRUCTED PER DETAIL 2 ON SHEET C8.3.

3. TWO WAY CLEANOUTS (DESIGNATED "DOUBLE") SHALL BE

CONSTRUCTED PER DETAIL 6 ON SHEET C8.3.

4. CLEANOUT STORM STRUCTURES WITH MULTIPLE INLETS WITH

ONLY THE INV. OUT GIVEN, ALL PIPES ARE TO HAVE THE SAME

INV.

5. CONTRACTOR SHALL ENSURE THAT THE PROPOSED DRAINAGE

STRUCTURE RIMS MATCH THE PROPOSED GRADE ADJACENT TO

THE STRUCTURE.

6. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER REGARDING ARCHEOLOGY MONITORING

REQUIREMENTS DURING ANY GROUND DISTURBANCE. REFER TO

SPECIFICATION SECTION 01 35 13.22 FOR ADDITIONAL

INFORMATION.

7. SIGNS DESIGNATING PERMEABLE PAVEMENT AREAS WHERE

LIGHT VEHICULAR ACCESS IS POSSIBLE SHALL BE INSTALLED BY

THE CONTRACTOR. THE APPEARANCE AND EXACT LOCATION OF

THE SIGN SHALL BE COORDINATED WITH THE CONTRACTING

OFFICE DUE TO THE HISTORIC NATURE OF THE SITE AND

ARCHEOLOGICAL FEATURES AT THE SITE.

8. COVERS FOR ALL PROPOSED DRAINAGE STRUCTURES ARE TO

BE FLUSH WITH THE SURROUNDING GRADE. CONTRACTOR

SHALL ENSURE VERTICAL DIFFERENCE DOES NOT EXCEED 14".

9. REFER TO SHEET C4.5 FOR NORTHING & EASTING COORDINATES

FOR EACH PROPOSED STORM DRAINAGE STRUCTURES.

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MATCHLINE SHEET C4.1

No. 046980

VIKRANT N. DESAI

PERFORATED UNDERDRAIN PIPING

LEGEND:

PVC/RCP STORM DRAIN PIPING

LIMITS OF CONSTRUCTION

MANHOLE (VDOT MH-1)

CATCH BASIN (VDOT DI-1)

CATCH BASIN (30" DIAMETER)

WITH GRATE

CATCH BASIN (24" DIAMETER)

WITH GRATE

STM / CLEANOUT

WITH SOLID COVER

NOTES:

1. CONTRACTOR SHALL ENSURE 0.5% MINIMUM SLOPE ON PERFORATED 6"

UNDERDRAIN PIPES.

2. ONE WAY CLEANOUTS (DESIGNATED "SINGLE") SHALL BE CONSTRUCTED PER DETAIL

2 ON SHEET C8.3.

3. TWO WAY CLEANOUTS (DESIGNATED "DOUBLE") SHALL BE CONSTRUCTED PER

DETAIL 6 ON SHEET C8.3.

4. CLEANOUT STORM STRUCTURES WITH MULTIPLE INLETS WITH ONLY THE INV. OUT

GIVEN, ALL PIPES ARE TO HAVE THE SAME INV.

5. CONTRACTOR SHALL ENSURE THAT THE PROPOSED DRAINAGE STRUCTURE RIMS

MATCH THE PROPOSED GRADE ADJACENT TO THE STRUCTURE.

6. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER REGARDING

ARCHEOLOGY MONITORING REQUIREMENTS DURING ANY GROUND DISTURBANCE.

REFER TO SPECIFICATION

SECTION 01 35 13.22 FOR ADDITIONAL INFORMATION.

7. SIGNS DESIGNATING PERMEABLE PAVEMENT AREAS WHERE LIGHT VEHICULAR

ACCESS IS POSSIBLE SHALL BE INSTALLED BY THE CONTRACTOR. THE APPEARANCE

AND EXACT LOCATION OF THE SIGN SHALL BE COORDINATED WITH THE

CONTRACTING OFFICE DUE TO THE HISTORIC NATURE OF THE SITE AND

ARCHEOLOGICAL FEATURES AT THE SITE.

8. COVERS FOR ALL PROPOSED DRAINAGE STRUCTURES ARE TO BE FLUSH WITH THE

SURROUNDING GRADE. CONTRACTOR SHALL ENSURE VERTICAL DIFFERENCE DOES

NOT EXCEED 14".

9. REFER TO SHEET C4.5 FOR NORTHING & EASTING COORDINATES FOR EACH

PROPOSED STORM DRAINAGE STRUCTURES.

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MATCHLINE SHEET C4.2

No. 046980

VIKRANT N. DESAI

NOTES:

1. CONTRACTOR SHALL ENSURE 0.5% MINIMUM SLOPE

ON PERFORATED 6" UNDERDRAIN PIPES.

2. ONE WAY CLEANOUTS (DESIGNATED "SINGLE") SHALL

BE CONSTRUCTED PER DETAIL 2 ON SHEET C8.3.

3. TWO WAY CLEANOUTS (DESIGNATED "DOUBLE")

SHALL BE CONSTRUCTED PER DETAIL 6 ON SHEET

C8.3.

4. CLEANOUT STORM STRUCTURES WITH MULTIPLE

INLETS WITH ONLY THE INV. OUT GIVEN, ALL PIPES

ARE TO HAVE THE SAME INV.

5. CONTRACTOR SHALL ENSURE THAT THE PROPOSED

DRAINAGE STRUCTURE RIMS MATCH THE PROPOSED

GRADE ADJACENT TO THE STRUCTURE.

6. CONTRACTOR SHALL COORDINATE WITH THE

CONTRACTING OFFICER REGARDING ARCHEOLOGY

MONITORING REQUIREMENTS DURING ANY GROUND

DISTURBANCE. REFER TO SPECIFICATION

SECTION 01 35 13.22 FOR ADDITIONAL INFORMATION.

7. SIGNS DESIGNATING PERMEABLE PAVEMENT AREAS

WHERE LIGHT VEHICULAR ACCESS IS POSSIBLE

SHALL BE INSTALLED BY THE CONTRACTOR. THE

APPEARANCE AND EXACT LOCATION OF THE SIGN

SHALL BE COORDINATED WITH THE CONTRACTING

OFFICE DUE TO THE HISTORIC NATURE OF THE SITE

AND ARCHEOLOGICAL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.