824 SANITARY SEWER REPAIR-PLANS-AMENDMENT-20240415.pdf

PDF 26 MB Posted Apr 23, 2024

Attached to: ANC Sanitary Sewer Repairs Federal contract opportunity
Solicitation number: W9123624B2011
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Apr 23, 2024

This document appears to be an amendment to the Request for Proposals (RFP) for the ANC Sanitary Sewer Repairs contract opportunity, Solicitation Number W9123624B2011. The contract is for repairs to the sanitary sewer system at Arlington National Cemetery, including replacement of sewer pipes using open cut methods, CCTV inspection, cleaning and grouting, manhole rehabilitation, and installation of new manholes. The repairs will utilize trenchless technologies such as cured-in-place pipe (CIPP) and pipe bursting/splitting. Bypass service is required during construction. The contract is being awarded by the U.S. Army Corps of Engineers, Norfolk District. No information is provided on response dates, award dates, pricing, or set-asides.

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Other files for this federal contract opportunity

Other files attached to ANC Sanitary Sewer Repairs, newest first.
File	Type	Posted
IFB Abstract of Offerors_signed_W9123624B2011.pdf	PDF	May 1, 2024
Amendment 0004_Contract W9123624B2011.pdf	PDF	Apr 23, 2024
824 SANITARY SEWER REPAIR-SPECS-AMENDMENT-20240417.pdf	PDF	Apr 23, 2024
Attachment 3 - Bid Schedule W9123624B2011 REV 20240423.pdf	PDF	Apr 23, 2024
Amendment 0003_W9123624B2011_ANC Sanitary Sewer.pdf	PDF	Apr 19, 2024
Amendment 0002_W9123624B2011_ANC Sanitary Sewer.pdf	PDF	Apr 1, 2024
W9123624B2011 Site Visit Log for ANC Sanitary Sewer 03292024.pdf	PDF	Apr 1, 2024
Amendment 0001_W9123624B2011_ANC Sanitary Sewer.pdf	PDF	Mar 27, 2024

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D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NORFOLK DISTRICT

SANITARY SEWER REPAIRS

ARLINGTON NATIONAL CEMETERY

ARLINGTON, VIRGINIA

JANURARY 23, 2024

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Vicinity Map

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I-395

I-495

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Location Map SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

INDEX OF DRAWINGS.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED

CHIEF, DESIGN BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

INDEX OF DRAWING

Sheet Number Sheet Title

G-001 COVER SHEET

G-002 HAUL ROUTE & ABBREVIATIONS

C100 GENERAL NOTES

V100 EXISTING CONDITIONS

V101 EXISTING CONDITIONS

V102 EXISTING CONDITIONS

V103 EXISTING CONDITIONS

V104 EXISTING CONDITIONS

V105 EXISTING CONDITIONS

V106 EXISTING CONDITIONS

V107 EXISTING CONDITIONS

V108 EXISTING CONDITIONS

V109 EXISTING CONDITIONS

V110 EXISTING CONDITIONS

V111 EXISTING CONDITIONS

V112 EXISTING CONDITIONS

V113 EXISTING CONDITIONS

V114 EXISTING CONDITIONS

V115 EXISTING CONDITIONS

V116 EXISTING CONDITIONS

CU100 SHEET LAYOUT

CU101 SITE UTILITY WORK PLAN

CU102 SITE UTILITY WORK PLAN

CU103 SITE UTILITY WORK PLAN

CU104 SITE UTILITY WORK PLAN

CU105 SITE UTILITY WORK PLAN

CU106 SITE UTILITY WORK PLAN

CU107 SITE UTILITY WORK PLAN

CU108 SITE UTILITY WORK PLAN

CU109 SITE UTILITY WORK PLAN

CU110 SITE UTILITY WORK PLAN

CU111 SITE UTILITY WORK PLAN

CU112 SITE UTILITY WORK PLAN

CU113 SITE UTILITY WORK PLAN

CU114 SITE UTILITY WORK PLAN

CU115 SITE UTILITY WORK PLAN

CU116 SITE UTILITY WORK PLAN

CP501 SANITARY SEWER PIPE PROFILE

CU220 SANITARY SEWER PIPE

REHABILITATION SCHEDULE

CU221 SANITARY SEWER MANHOLE

REHABILITATION SCHEDULE

CU222 SANITARY SEWER STRUCTURE

DATA

C500 EROSION & SEDIMENT CONTROL

NOTES

C501 EROSION & SEDIMENT CONTROL

DETAILS

C502 EROSION & SEDIMENT CONTROL

DETAILS

C503 MISCELLANEOUS DETAILS

C504 MISCELLANEOUS DETAILS

C505 TEMPORARY TRAFFIC CONTROL

DETAILS

C506 AERIAL SEWER PHOTOS

VU101 EXISTING UTILITY LAYOUT PLAN

VU102 EXISTING UTILITY

VU103 POTOMAC INTERCEPTOR

HISTORICAL REFERENCE

PLAN

NORTH

PLAN

NORTH

D U

D D

Y #1

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NOT TO SCALE

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NATIONAL

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CEMETERY

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ARLINGTON

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NOT TO SCALE

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PROJECT LOCATION

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COLUMBIA PIKE

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PATTON

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DRIVE

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PATTON

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DRIVE

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SERVICE

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COMPLEX

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JESUP DRIVE

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DEWEY

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DRIVE

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JESUP

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DRIVE

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PERSHING

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DRIVE

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CLAYTON

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DRIVE

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GRANT

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DRIVE

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DRIVE

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MILES

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DRIVE

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DRIVE

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DRIVE

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CAPRON

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PORTER

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DRIVE

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PORTER

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DRIVE

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GRANT

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ARNOLD

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DRIVE

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MARSHALL

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DRIVE

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BRADLEY

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DRIVE

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WASHINGTON

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BOULEVARD

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EISENHOWER

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DRIVE

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YORK

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DRIVE

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MEMORIAL

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DRIVE

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LAWTON

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DRIVE

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JACKSON

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CIRCLE

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FARRAGUT DRIVE

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WILSON DR

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ROOSEVELT DR

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DRIVE

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WILSON

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DRIVE

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GARFIELD DRIVE

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MEIGS

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DRIVE

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SHERIDAN

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DRIVE

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ROOSEVELT DR

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SHERIDAN

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DRIVE

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KENNEDY

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GRAVE

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CUSTIS-LEE

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MANSION

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LEE DRIVE

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HUMPHREY

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DRIVE

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OLD

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AMPHITHEATRE

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FT MYER

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GATE & CHAPEL

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ADMIN

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AREA

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DRIVE

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WAREHOUSE

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AREA

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MEMORIAL

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GATE

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VISITORS

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CENTER

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ADMINISTRATION

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BUILDING

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JEFFERSON

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DAVIS

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HIGHWAY

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METRO

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STATION

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GEORGE

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WASHINGTON

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PARKWAY

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ARLINGTON MEM.BRIDGE

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GEORGE

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WASHINGTON

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MEMORIAL

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PARKWAY

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ORD & WEITZEL

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DRIVE

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MITCHELL

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DRIVE

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L'ENFANT

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DRIVE

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LINCOLN

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DRIVE

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SHERMAN

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DRIVE

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TOMB OF

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THE

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UNKNOWNS

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NETHERLANDS

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CARILLON

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COLUMBARIUM

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VISITOR'S

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PARKING

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ROOSEVELT DR

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PROJECT LOCATION

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PROJECT LOCATION

SUGGESTED HAUL ROUTE

MEMORIAL AVENUE

N H

O W

PATTON D

RIVE

D R

SERVICE GATE 110

PATTON DRIVE

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U R

D R

BRADLEY DRIVE

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ARNOLD DRIVE

MAR

D R

YORK DRIVE

MC CLELLAN DRIVE

LEAHY DRIVE

KING DRIVE

DRIVE

PORTER

SERVICE COMPLEX GATE

PRIMARY CONSTRUCTION ENTRANCE

ALTERNATE CONSTRUCTION ENTRANCE

ORD & WEITZEL

DRIVE

HUMPHREYS DRIVE

M cP

D R

MEIGS DRIVE

M cPHERSO

N DRIVE

PATTON DRIVE

GRANT D

RIVE

CLAYTO

N DRIVE

G R

D R

PORTER DRIVE

PERSHING

DRIVE

FARRAGUT DRIVE

MITCHELL

DRIVE

MILLENNIUM

O R

D R

JESUP DRIVE

P D

ROOSEVELT D

RIVE

L'ENFANT DRIVE

DRIVE

C O

DRIVE

O R

D & W

EITZEL

IVE

SCHLEY DRIVE

LAWTON DRIVE

MCKINLEY

DRIVE

SHERIDAN DRIVE

MC CLELLAN DRIVE

SHERID

AN D

RIV

ORD AND WEITZEL GATE

ALTERNATE CONSTRUCTION ENTRANCE

L D

SPOIL

YARD

POTENTIAL

LAYDOWN AREA

AT BURIAL SECTION 77.

POTENTIAL

LAYDOWN AREA

AT SERVICE COMPLEX ROUTE 123.

HAUL ROUTE

NOTES:

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G-002

ABBREVIATIONS

AC ASPHALTIC CONCRETE

ADJ ADJUSTABLE

ANC ARLINGTON NATIONAL CEMETERY

APPROX APPROXIMATELY

ASPH ASPHALT

CI CAST IRON

CIPP CURED-IN-PLACE PIPE

CONC CONCRETE

CONN CONNECTION

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CPP CORRUGATED PLASTIC PIPE

DIM DIMENSION

DWG DRAWING

DI DUCTILE IRON

ELEV ELEVATION

ESC EROSION & SEDIMENT CONTROL

EXIST EXISTING

FH FIRE HYDRANT

FR FRAME

GIS GEOGRAPHIC INFORMATION SYSTEM

GL GROUND LEVEL

GR GRATE

HDPE HIGH DENSITY POLYETHYLENE

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

INV INVERT

JB JUNCTION BOX

JT JOINT

L LEFT

LF LINEAR FOOT

LG LARGE

MATL MATERIAL

MAX MAXIMUM

MG MEET GRADE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

N/A NOT APPLICABLE OR NON-AVAILABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTS NOT TO SCALE

OC ON CENTER

PJF PERFORMED JOINT FILLER

PVC POLYVINYL CHLORIDE

R RIGHT

RCP REINFORCE CONCRETE PIPE

RD ROAD

REQD REQUIRED

REV REVISION

S SOUTH

SDMH STORM DRAIN MANHOLE

SF SILT FENCE

SPECS SPECIFICATIONS

SQFT SQUARE FOOT

SSMH SANITARY SEWER MANHOLE

STRUCT STRUCTURE

TBD TO BE CONTINUED

TP TREE PROTECTION

UNDR UNDER

UNK UNKNOWN

UPSTRM UPSTREAM

VCP VITRIFIED CLAY PIPE

VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION

W WEST

W/ WITH

PLAN

NORTH

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PIPE

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GATE

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GATE

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GATE

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PARKING LOT

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PARKING LOT

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CONC

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PIPE

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GATE

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A/C UNIT

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PARKING RAMP

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PARKING RAMP

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PARKING LOT

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PARKING LOT

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PARKING LOT

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AutoCAD SHX Text 22.190

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AutoCAD SHX Text 61.560

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ANC WEST GATE

AutoCAD SHX Text 35.900

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ANC3

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OLD AMPHITHEATER

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MAIN ENTRANCE

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TOP=38.97

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TOP=30.83

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TOP=32.27

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ELECTRIC

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GATE

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ELECTRIC

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TRANSFORMER

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48" SEWER

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COMMUNICATION

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BOX

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HC RAMP

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PATIO

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PLANTER, TYP.

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PARKING RAMP

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PARKING RAMP

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PARKING LOT

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GATE

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GATE

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LODGE

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GARAGE

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ADMINISTRATION BUILDING

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PUBLIC

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COMFORT

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STATION

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SERVANT'S

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PUBLIC

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COMFORT

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STATION

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SERVANTS QUARTERS

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MUSEUM

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RECEIVING VAULT

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LODGE

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TRV 111

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TRV 109

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TRV 110

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FLY 50

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TH-5

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TH-4

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TH-3

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TH-7

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TH-8

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TH-9

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TH-10

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TH-11

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TH-12

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TH-1

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TH-6

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TH-18

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TH-21

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TH-20

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TH-19

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TH-17

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TH-2

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TH-16

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TH-15

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TH-14

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TH-13

AutoCAD SHX Text 56.41

AutoCAD SHX Text 50.88

AutoCAD SHX Text 45.14

AutoCAD SHX Text 53.53

AutoCAD SHX Text 107.79

AutoCAD SHX Text 86.82

AutoCAD SHX Text 114.71

AutoCAD SHX Text 122.76

AutoCAD SHX Text 101.37

AutoCAD SHX Text 122.51

AutoCAD SHX Text 108.42

AutoCAD SHX Text 81.08

AutoCAD SHX Text 118.55

AutoCAD SHX Text 113.03

AutoCAD SHX Text 63.36

AutoCAD SHX Text 54.19

AutoCAD SHX Text 58.33

AutoCAD SHX Text 75.74

AutoCAD SHX Text 73.79

AutoCAD SHX Text 117.63

AutoCAD SHX Text 97.70

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PUMPHOUSE

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QUARTERS

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(DATR)

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MEMORIAL AMPHITHEATER (DATR)

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CUSTIS-LEE MANSION

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7'CLF

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CONC

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ASPHALT

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FLY

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RET WALL

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6'CLF

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FLAGSTONE WALK

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MARBLE PAVERS

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MARBLE PAVERS

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HAND RAIL

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HAND RAIL

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HAND RAIL

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HAND RAIL

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HAND RAIL

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HAND RAIL

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8 HAND RAILS

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TEST PIT

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TEST PIT

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HAND RAIL

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HAND RAIL

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HAND RAIL

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HAND RAIL

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HAND RAIL

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CHAIN (TYP.)

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WOOD POST

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(TYP.)

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WOOD POST

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(TYP.)

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CHAIN (TYP.)

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CHAIN (TYP.)

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WOOD POST (TYP.)

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CHAIN (TYP.)

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(TYP.)

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WOOD POST

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GRANITE WALL

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GRANITE WALL

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GRANITE PAVERS

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9"GRANITE CURB

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CHAIN (TYP.)

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TRASH

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RECEPTACLE

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TRASH

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RECEPTACLE

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7 GRANITE

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TREADS

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GRANITE WALL

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1 GRANITE

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TREAD

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7 MARBLE

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TREADS

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TREADS

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2 GRANITE

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GRANITE LANDING

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2 GRANITE

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TREADS

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TREADS

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2 GRANITE

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PLAQUES

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LANDING

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GRANITE

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VAULT

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STAIRS TO

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9"GRAINTE CURB

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9"GRANITE CURB

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WOOD POST

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W/LIGHTS &

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SENSOR

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SENSOR

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W/LIGHTS &

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WOOD POST

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WOOD POST

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WOOD POST

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WALL

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GRANITE

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WALL

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GRANITE

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UTILITY VAULT

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NOT TO SCALE

AutoCAD SHX Text THE CONTRACTOR SHALL COORDINATE WITH THE COR DAILY FOR FUNERAL SCHEDULE AND PROCESSION ROUTES AS NEEDED. CONTRACTOR SHALL KEEP HAUL ROUTES CLEAN AT ALL TIMES AND SHALL SWEEP THE ROAD AS SOON AS DEBRIS IS DISCOVERED AFTER EACH LOAD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ANC AND USACE AREA STAFF FOR DAILY CONTROL OF ALL VEHICLE TRAFFIC TO INCLUDE DELIVERIES IN AREAS WHERE HE HAS HIS EQUIPMENT SET UP FOR PIPE LINING, PIPE BURSTING, AND REPAIRING SANITARY SEWER LINES. CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL TRAFFIC SAFETY DEVICES SUCH AS CONES, BARRELS, BARRICADES, AND SIGNAGE. CONTRACTOR SHALL ADHERE TO USACE ACCESS AND TRAFFIC CONTROL POLICIES. THE CONTRACTOR WILL BE PROVIDED, UPON MOBILIZATION, AN AREA FOR LAYDOWN OF MATERIALS AND EQUIPMENT. TWO POTENTIAL LOCATIONS FOR LAYDOWN AREAS ARE SHOWN IN THE HAUL ROUTE. FINAL LAYDOWN AREA WILL BE CONFIRMED BY THE CONTRACTING OFFICER REPRESENTATIVE. PRIMARY CONSTRUCTION ENTRANCE: USE SERVICE COMPLEX GATE. ALTERNATE CONSTRUCTION ENTRANCES: USE ORD AND WEITZEL GATE OR SERVICE GATE 110 TO CO-LOCATED WORK AREAS.

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%%UDETAIL SYMBOLS

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CONDITION IS DRAWN

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OR SECTION OF THE

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SHEET ON WHICH DETAIL

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IDENTIFICATION NUMBER

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DETAIL OR SECTION

SHEET ON WHICH THE

GENERAL NOTES:

PIPINGS: CIPP AND PIPE BURSTING/SPLITTING CONSTRUCTION NOTES:

PERMITS, CERTIFICATES, AND LICENSES:

CONSTRUCTION SEQUENCE:

CONSTRUCTION NOTES:

MANHOLE REHABILITATION NOTES:

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1. THE CONTRACTOR SHALL FURNISH AND INSTALL, THE CIPP AND PERFORM PIPE BURSTING/SPLITTING ON SANITARY SEWER PIPES AS INDICATED. THE CONTRACTOR SHALL FURNISH AND INSTALL, THE CIPP AND PERFORM PIPE BURSTING/SPLITTING ON SANITARY SEWER PIPES AS INDICATED. PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR BYPASS PUMPING AND/OR DIVERSION OF SANITARY SEWER FLOWS, MATERIALS, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR BYPASS PUMPING AND/OR DIVERSION OF SANITARY SEWER FLOWS, CLEANING AND TELEVISION INSPECTION OF SANITARY SEWERS TO BE LINED, CUTTING TO FLUSH INTRUDING BLIND TAP BREAK-IN, LINER TELEVISION INSPECTION OF SANITARY SEWERS TO BE LINED, CUTTING TO FLUSH INTRUDING BLIND TAP BREAK-IN, LINER INSTALLATION, RECONNECTION OF ACTIVE PIPES, ALL QUALITY CONTROLS, FINAL TELEVISION INSPECTION, TESTING OF LINED PIPE SYSTEM. 2. THE CIPP SHALL BE CONTINUOUS AND JOINTLESS FROM MANHOLE TO MANHOLE OR ACCESS POINT TO ACCESS POINT AND SHALL BE FREE OF ALL THE CIPP SHALL BE CONTINUOUS AND JOINTLESS FROM MANHOLE TO MANHOLE OR ACCESS POINT TO ACCESS POINT AND SHALL BE FREE OF ALL DEFECTS THAT WILL AFFECT THE LONG TERM LIFE AND OPERATION OF THE PIPE. 3. THE CIPP SHALL FIT SUFFICIENTLY TIGHT WITHIN THE EXISTING PIPE SO AS TO NOT LEAK AT THE MANHOLES, AND THROUGH THE WALL OF THE THE CIPP SHALL FIT SUFFICIENTLY TIGHT WITHIN THE EXISTING PIPE SO AS TO NOT LEAK AT THE MANHOLES, AND THROUGH THE WALL OF THE INSTALLED PIPE. IF LEAKAGE OCCURS AT THE MANHOLES OR THE SERVICE CONNECTIONS, THE CONTRACTOR SHALL SEAL THESE AREAS TO STOP ALL LEAKAGE USING A MATERIAL COMPATIBLE WITH THE CIPP. IF LEAKAGE OCCURS THROUGH THE WALL OF THE PIPE, THE LINER SHALL BE REPAIRED OR REMOVED AS RECOMMENDED BY THE CIPP MANUFACTURER. 4. THE CIPP SHALL BE DESIGNED AS A LINER TO REHABILITATE THE EXISTING PIPE OR AS A FULLY STRUCTURAL STAND ALONE PIPE-WITHIN-A-PIPE. THE CIPP SHALL BE DESIGNED AS A LINER TO REHABILITATE THE EXISTING PIPE OR AS A FULLY STRUCTURAL STAND ALONE PIPE-WITHIN-A-PIPE. WHERE SPECIFIED IN THE CONTRACT DOCUMENTS. THE INSTALLED CIPP SHALL MEET OR EXCEED ALL CONTRACT SPECIFIED PHYSICAL PROPERTIES, FITTING TIGHTLY WITHIN THE EXISTING PIPE ALL WITHIN THE TOLERANCES SPECIFIED. THE INSTALLED CIPP SHALL WITHSTAND ALL APPLICABLE SURCHARGE LOADS (SOIL OVERBURDEN, LIVE LOADS, ETC.) AND EXTERNAL HYDROSTATIC (GROUNDWATER) PRESSURE, IF PRESENT, FOR EACH SPECIFIC INSTALLATION LOCATION. 5. THE CONTRACTOR SHALL EMPLOY CERTIFIED THERMAL BUTT-FUSION EQUIPMENT OPERATORS FOR PIPE BURSTING REHABILITATION. THE CONTRACTOR SHALL EMPLOY CERTIFIED THERMAL BUTT-FUSION EQUIPMENT OPERATORS FOR PIPE BURSTING REHABILITATION. 6. AS AN ALLOWABLE OPTION AVAILABLE TO THE CONTRACTOR, THE CONTRACTOR MAY IMPLEMENT A PHOTOINITITAED REACTION SUCH AS UV CURING AS AN ALLOWABLE OPTION AVAILABLE TO THE CONTRACTOR, THE CONTRACTOR MAY IMPLEMENT A PHOTOINITITAED REACTION SUCH AS UV CURING FOR THE INSTALLED CIPP LINER AS DEFINED IN THE REQUIREMENTS OF ASTM F1216.

AutoCAD SHX Text ARLINGTON NATIONAL CEMETERY IS A HISTORIC DISTRICT ON THE NATIONAL REGISTER OF HISTORIC PLACES. THE NATIONAL HISTORIC PRESERVATION ACT AND FEDERAL ARCHAEOLOGICAL LAWS ARE IN EFFECT FOR THIS CONTRACT TO PROTECT AND PRESERVE HISTORIC RESOURCES INCLUDING ARCHAEOLOGICAL ARTIFACTS AND DISCOVERIES. ARLINGTON NATIONAL CEMETERY IS OUR NATION'S MOST SACRED SHRINE AND THE FINAL RESTING PLACE FOR OUR MOST REVERED MILITARY AND CIVILIAN LEADERS. THE CEMETERY RECEIVES AN ESTIMATED FOUR MILLION VISITORS PER YEAR - INCLUDING VISITS FROM THE PRESIDENT OF THE UNITED STATES, OTHER HEADS OF STATE, FAMILY MEMBERS OF THE DECEASED, AND MILLIONS OF TOURISTS FROM AROUND THE WORLD. OVER 6,000 FUNERALS ARE CONDUCTED YEARLY - IN ADDITION TO OVER 2,000 OTHER CEREMONIES, SUCH AS COMMEMORATIONS, WREATH CEREMONIES, AND HEAD-OF-STATE VISITS. THESE CEREMONIES AND FUNERALS OFTEN RECEIVE THE INTENSE FOCUS OF THE PRESS AND OTHER MEDIA - ESPECIALLY PRESIDENT KENNEDY'S GRAVESITE, THE MEMORIAL AMPHITHEATER, AND THE COLUMBARIUM COMPLEX. BECAUSE OF ARLINGTON'S SPECIAL SIGNIFICANCE AND THE ATTENTION IT RECEIVES, STRICT ADHERENCE TO THESE SPECIFICATIONS IS ESSENTIAL. FAILURE TO MEET SPECIFICATIONS WILL HAVE A NEGATIVE IMPACT ON OUR NATION'S IMAGE. THE CONTRACTOR SHALL UTILIZE ALL MEANS TO ENSURE SAFETY TO ALL CEMETERY VISITORS. THIS INCLUDES THE USE OF BARRICADES, SAFETY FENCE AND THE USE OF FLAGMEN TO CONTROL THE ENTRANCE AND EXIT OF CONSTRUCTION EQUIPMENT. SAFETY FENCE SHALL BE GREEN. CLEANLINESS IS A MUST. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THE WORKSITE TRASH FREE AT ALL TIMES. PORTA-POTTY WILL HAVE FENCING AROUND THEM, AND THEIR DOOR WILL FACE AWAY FROM THE FENCING ENTRANCE. ENTRANCE. TREE PROTECTION SHALL BE INSTALLED AROUND TREES IN THE WORK ZONE. CONTRACTOR CANNOT STOCKPILE NEW CONSTRUCTION MATERIALS (SOIL, CONCRETE AND OTHER DEBRIS) IN THE CEMETERY. MATERIAL WILL BE REMOVED IF IT IS NOT SUITABLE FOR REUSE. ALL PIPING AND MATERIALS BEING REPLACED OR REMOVED AS PART OF THIS CONTRACT SHALL BE DISPOSED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL FINISH GRADE, LEVEL AND PROVIDE TOPSOIL, SOD AREA OF CONSTRUCTION, AND RESTORE AREAS AROUND GRAVESITES. CONTRACTOR SHALL BE RESPONSIBLE FOR SOD MAINTENANCE. REFER TO SPEC SEC 32 92 23.00 51. ENSURE THAT CONTRACTOR PERSONNEL EMPLOYED ON THE ACTIVITY BECOME FAMILIAR WITH AND OBEY ACTIVITY REGULATIONS REGULATIONS INCLUDING SAFETY, FIRE, TRAFFIC AND SECURITY REGULATIONS. KEEP WITHIN THE LIMITS OF THE WORK AND AVENUES OF INGRESS AND EGRESS. WEAR HARD HATS IN DESIGNATED AREAS. DO NOT ENTER ANY RESTRICTED AREAS UNLESS REQUIRED TO DO SO AND UNTIL CLEARED FOR SUCH ENTRY. THE CONTRACTOR'S EQUIPMENT SHALL BE CONSPICUOUSLY MARKED FOR IDENTIFICATION. THESE SITE SPECIFIC REGULATIONS WILL BE DISCUSSED IN MORE DETAIL AT THE PRE-CONSTRUCTION CONFERENCE. INFORMATION IS ALSO AVAILABLE IN THE SPECIFICATIONS. THE PRIMARY CONSTRUCTION ENTRANCE TO ARLINGTON NATIONAL CEMETERY SHALL BE THE SERVICE COMPLEX GATE BY BUILDING 123 UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. CONTRACTOR SHALL BE PROVIDED WITH A SECURITY CODE AND SHALL ENSURE THAT PERSONNEL ARE AVAILABLE, AS NECESSARY, TO MAN THE GATE OUTSIDE OF NORMAL WORKING HOURS. ROUTING TO PROJECT SITE MUST BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. CONTRACTOR MUST COORDINATE TRAVEL PATH WITH RESPECT TO DAILY FUNERAL SCHEDULES. ALTERNATE CEMETERY ENTRANCE: ORD AND WEITZEL GATE AND SERVICE GATE 110 ARE ALSO AVAILABLE DEPENDING ON WHERE THE CONTRACTOR IS WORKING. THE CONTRACTOR SHALL BE SUBJECTED TO SCREENING AND APPROVAL BY THE USACE CONTRACTING OFFICER REPRESENTATIVES FOR THE STATE ROUTE 110 GATE AND ORD & WEITZEL GATE. SEE HAUL ROUTES IN SHEET G002. ROUTES IN SHEET G002. WORKING SPACE IS VERY LIMITED. LAYDOWN AREA WILL BE DECIDED BY ANC AND CONTRACTING OFFICER'S REPRESENTATIVE. REPRESENTATIVE. CONTRACTOR SHALL EXERCISE CARE WHEN OPERATING HEAVY EQUIPMENT OVER EXISTING SANITARY SEWER DRAINS, STORM DRAINS, WATERLINES, AND UTILITY LINES. EXISTING CCTV VIDEO INSPECTION TAPES WILL BE MADE AVAILABLE TO THE PROSPECTIVE BIDDERS. THE CONTRACTOR IS ENCOURAGED TO REVIEW ALL AVAILABLE VIDEO INSPECTION TAPES PRIOR TO BIDDING PERIOD. HISTORIC PROPERTIES TO BE PROTECTED INCLUDE, BUT ARE NOT LIMITED TO: RECEIVING VAULT, SECTION 1, PAN AM FLIGHT 103 MEMORIAL CAIRN, CUSTIS WOODS, NPS LANDS, NPS ADMINISTRATION BUILDING, HISTORIC BOUNDARY WALL (SECTIONS 69-72), COLUMBARIUM COURT #6. THE CONTRACTOR SHALL BE REQUIRED TO SPECIFICALLY STATE IN THEIR WORK PLAN HOW THEY WILL PROTECT THESE HISTORIC PROPERTIES. CONTRACTOR SHALL SUBMIT THE THE ENVIRONMENTAL PROTECTION PLAN TO THE CONTRACTING OFFICER PRIOR TO STARTING WORK. SEE SPECIFICATIONS 01 57 19-TEMPORARY ENVIRONMENTAL CONTROLS FOR DETAILS.

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1. CONTRACTOR SHALL TEST PIPES FOR ASBESTOS CONTAINING MATERIALS PRIOR TO DEMOLITION AND SHALL PROVIDE LABORATORY RESULTS CONTRACTOR SHALL TEST PIPES FOR ASBESTOS CONTAINING MATERIALS PRIOR TO DEMOLITION AND SHALL PROVIDE LABORATORY RESULTS PIPES FOR ASBESTOS CONTAINING MATERIALS PRIOR TO DEMOLITION AND SHALL PROVIDE LABORATORY RESULTS TO THE COR PER SPECIFICATIONS 02 82 00- ASBESTOS HAZARD CONTROL ACTIVITIES. 2. SANITARY SEWER SYSTEM IS ACTIVE. BY-PASS SERVICE SHALL BE REQUIRED WHEN ANY SEGMENT OF THE SEWER LINE IS PUT SANITARY SEWER SYSTEM IS ACTIVE. BY-PASS SERVICE SHALL BE REQUIRED WHEN ANY SEGMENT OF THE SEWER LINE IS PUT OUT OF SERVICE DUE TO CONSTRUCTION ACTIVITIES. ASSURE COMPLETE OPERATION OF THE SEWAGE SYSTEM AT ALL TIMES. OF SERVICE DUE TO CONSTRUCTION ACTIVITIES. ASSURE COMPLETE OPERATION OF THE SEWAGE SYSTEM AT ALL TIMES. 3. CONTRACTOR SHALL CLEAN ALL SEWER LINES AND MANHOLES SCHEDULED ON SHEETS CU220-CU221. REFER TO SPEC CONTRACTOR SHALL CLEAN ALL SEWER LINES AND MANHOLES SCHEDULED ON SHEETS CU220-CU221. REFER TO SPEC SEC 33 01 30.16 FOR BOTH SEWER LINE CLEANING AND CCTV INSPECTION. 4. ENSURE THAT THE BEDDING BACKFILL MATERIAL IS PLACED AND COMPACTED TO 95% MINIMUM RELATIVE DENSITY EQUALLY ON ENSURE THAT THE BEDDING BACKFILL MATERIAL IS PLACED AND COMPACTED TO 95% MINIMUM RELATIVE DENSITY EQUALLY ON BOTH SIDES OF THE PIPE. PIPE INSTALLATION SHALL COMPLY WITH VDOT R&B STANDARD PB-1. 5. CONTRACTOR SHALL UPGRADE EXISTING SANITARY SEWER LINE SUCH AS: BY PIPE REPLACEMENT EMPLOYING OPEN CUT EXCAVATION, CONTRACTOR SHALL UPGRADE EXISTING SANITARY SEWER LINE SUCH AS: BY PIPE REPLACEMENT EMPLOYING OPEN CUT EXCAVATION, OR BY PIPELINE REHABILITATION E.G., CIPP, AND PIPE BURSTING/SPLITTING. 6. WORKING VERY CLOSE TO THE HEADSTONE WILL REQUIRE THE USE OF SMALL EQUIPMENT AND HAND EXCAVATION SO AS NOT TO WORKING VERY CLOSE TO THE HEADSTONE WILL REQUIRE THE USE OF SMALL EQUIPMENT AND HAND EXCAVATION SO AS NOT TO DISTURB ADJOINING GRAVE SITES. WORK AREA IS VERY CONSTRICTED THROUGHOUT THE CEMETERY BURIAL ZONE. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. 8. CONTRACTOR SHALL VERIFY ALL ELEVATIONS/INVERTS, OBTAIN MISSING INVERTS AND PROVIDE THE ORIGINAL REDLINE CONTRACTOR SHALL VERIFY ALL ELEVATIONS/INVERTS, OBTAIN MISSING INVERTS AND PROVIDE THE ORIGINAL REDLINE DRAWINGS AND ELECTRONIC CAD FORMAT AS-BUILTS TO THE COR AT THE END OF THE PROJECT. 9. CONTRACTOR SHALL FOLLOW EM 385-1-1 "SAFETY AND HEALTH REQUIREMENTS" FOR TRENCH SLOPES PER SECTION 25. CONTRACTOR SHALL FOLLOW EM 385-1-1 "SAFETY AND HEALTH REQUIREMENTS" FOR TRENCH SLOPES PER SECTION 25. 10. CONTRACTOR SHALL PROVIDE SHORING AND SHEETING PLAN PER SPEC 31 00 00.00 51-ANC EARTHWORK. CONTRACTOR SHALL PROVIDE SHORING AND SHEETING PLAN PER SPEC 31 00 00.00 51-ANC EARTHWORK. 11. CONTRACTOR SHALL OBSERVE NOISE RESTRICTIONS. REFER TO SPEC SEC 01 57 19.12. CONTRACTOR SHALL OBSERVE NOISE RESTRICTIONS. REFER TO SPEC SEC 01 57 19.12. 12. CONTRACTOR SHALL SUBMIT A BURIAL SITE PROTECTION PLAN WHERE WORK AREAS THAT ARE WITHIN PROXIMITY (LESS THAN 6 FEET) CONTRACTOR SHALL SUBMIT A BURIAL SITE PROTECTION PLAN WHERE WORK AREAS THAT ARE WITHIN PROXIMITY (LESS THAN 6 FEET) OF BURIAL SITES AS INDICATED ON THE PLANS.

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1. CONTRACTOR SHALL FURNISH AND INSTALL EPOXY COATINGS TO REHABILITATE MANHOLES. CONTRACTOR SHALL FURNISH AND INSTALL EPOXY COATINGS TO REHABILITATE MANHOLES. 2. FOLLOW THE MANUFACTURERS PRODUCT'S WRITTEN INSTRUCTION ON APPLICATION, AND CURING FOR EPOXY COATINGS. FOLLOW THE MANUFACTURERS PRODUCT'S WRITTEN INSTRUCTION ON APPLICATION, AND CURING FOR EPOXY COATINGS. 3. EXCAVATE, THEN RAISE MANHOLES THAT ARE BURIED BELOW EXISTING GROUND LEVEL BY ADDING MANHOLE RISER AS PER DRAWINGS. 4. CONTRACTOR SHALL INSTALL "INSIDE DROP BOWLS" IN SANITARY MANHOLES WHERE AND HOW AS SHOWN IN THE PLANS. 5. STRUCTURES THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.STRUCTURES THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.

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FIRST:

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WORK SHALL START FROM THE UPSTREAM END OF THE SANITARY SEWER SYSTEM.

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1. APPLICABLE LAND USE PERMITS/ SPECIAL USE PERMITS WILL BE ACQUIRED BY THE GOVERNMENT FOR THE WORK WITHIN THE NATIONAL PARK APPLICABLE LAND USE PERMITS/ SPECIAL USE PERMITS WILL BE ACQUIRED BY THE GOVERNMENT FOR THE WORK WITHIN THE NATIONAL PARK SERVICES (NPS) LIMITS AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) LIMITS. THE CONTRACTOR WILL BE AN AGENT OF THE GOVERNMENT ON THE RELATED PERMITS. PER SPECIFICATION 01 30 00.10 51-PROJECT REQUIREMENTS AND RESTRICTIONS, SECTION 1.29-PERMITS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY INFORMATION TO THE GOVERNMENT SO THAT THE GOVERNMENT MAY COMPLETE THE NECESSARY PERMIT APPLICATIONS FOR THE WORK ON NPS AND VDOT PROPERTIES. THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR COMPLYING WITH THE PERMITS. CONTRACTOR SHALL ALSO COMPLETE THE ANC'S EXCAVATION PERMIT AND SUBMIT TO THE CONTRACTING OFFICER PRIOR TO PERFORMING ANY EXCAVATION WORK. 2. THE CONTRACTOR SHALL IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN IN COMPLIANCE WITH THE APPLICABLE EROSION AND SEDIMENT THE CONTRACTOR SHALL IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN IN COMPLIANCE WITH THE APPLICABLE EROSION AND SEDIMENT CONTROL REGULATIONS, AND THE ANNUAL EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY. THE IMPLEMENTATION OF STRICT EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THE PROJECT DURATION AS DESCRIBED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION ANNUAL PROGRAM APPROVED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. THE CONTRACTOR SHALL COMPLY WITH THE STORM WATER MANAGEMENT ACT, THE STORM WATER MANAGEMENT REGULATIONS, AND THE THE CONTRACTOR SHALL COMPLY WITH THE STORM WATER MANAGEMENT ACT, THE STORM WATER MANAGEMENT REGULATIONS, AND THE ANNUAL STORM WATER MANAGEMENT STANDARDS AND SPECIFICATIONS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CONTRACTOR SHALL PROVIDE FILL MATERIAL THAT IS CLEAN AND FREE OF CONTAMINANTS IN TOXIC CONCENTRATIONS OR AMOUNTS IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL PROHIBIT WET OR UNCURED CONCRETE FROM ENTRY INTO FLOWING SURFACE WATERS. THE CONTRACTOR SHALL NOT THE CONTRACTOR SHALL PROHIBIT WET OR UNCURED CONCRETE FROM ENTRY INTO FLOWING SURFACE WATERS. THE CONTRACTOR SHALL NOT DISPOSE OF EXCESS OR WASTE CONCRETE IN SURFACE WATERS AND PREVENT WASH WATER FROM DISCHARGING INTO SURFACE WATERS. THE CONTRACTOR SHALL EMPLOY MEASURES TO PREVENT SPILLS OF FUELS OR LUBRICANTS INTO STATE WATERS. 5. ADDITIONAL COMPENSATION WILL NOT BE MADE FOR DELAY TO THE WORK OR CHANGE IN THE CONTRACTOR'S PROPOSED METHODS THAT ADDITIONAL COMPENSATION WILL NOT BE MADE FOR DELAY TO THE WORK OR CHANGE IN THE CONTRACTOR'S PROPOSED METHODS THAT RESULT FROM JURISDICTION AGENCY REVIEW OR DISAPPROVAL OF CONTRACTOR'S PROPOSED METHODS. THE CONTRACTOR SHALL NOT BEGIN THE PROPOSED ACTIVITY UNTIL THE ADDITIONAL PERMITS HAVE BEEN SECURED AND THE CONTRACTING OFFICER'S REPRESENTATIVE HAS ADVISED THE CONTRACTOR THAT THE PROPOSED ACTIVITY MAY PROCEED. 6. THE CONTRACTOR SHALL PERMIT REPRESENTATIVES OF STATE AND FEDERAL ENVIRONMENTAL REGULATORY AGENCIES TO MAKE INSPECTIONS AT ANY THE CONTRACTOR SHALL PERMIT REPRESENTATIVES OF STATE AND FEDERAL ENVIRONMENTAL REGULATORY AGENCIES TO MAKE INSPECTIONS AT ANY TIME IN ORDER TO INSURE THAT THE ACTIVITY BEING PERFORMED IS IN ACCORDANCE WITH THE TERMS AND CONDITIONS PRESCRIBED ON THE PERMIT(S).

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SDMH #1-C RIM=202.10 INV IN=197.56 INV OUT=197.50

AutoCAD SHX Text SSMH #1-B RIM=207.33 INV IN=INACCESSIBLE INV OUT=INACCESSIBLE MANHOLE FULL OF DEBRIS

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AutoCAD SHX Text SSMH #1-D RIM=202.31 INV IN(N)=196.93 INV IN(SW)=197.25 INV OUT=197.11 APPEARS ABANDONED ROCKS & DEBRIS IN CHANNEL MISSING MORTAR FROM BRICKS

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SSMH #1-F RIM=197.61 INV OUT=187.83

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SSMH #1-G RIM=193.16 INV OUT=182.46

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SSMH #29-G RIM=100.85 INV IN=97.55 INV OUT=97.25

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SSMH #29-H RIM=98.18 NO ACCESS TO INVERTS BECAUSE OF THROUGH PIPE. CONFLICT MH

AutoCAD SHX Text SSMH #29-I RIM=98.79 INV IN (W)=95.29 INV IN (SE)=94.35 INV IN (NW)=96.01 INV OUT=94.21

AutoCAD SHX Text SSMH #29-K RIM=112.12 INV IN=104.52 (N) INV IN=92.08 (W) INV IN=91.50 (S) INV OUT=91.22

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SSMH #50-A RIM=110.57 INV IN=90.75 INV OUT=90.81

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SSMH #50-B RIM=104.01 INV IN=89.51 INV OUT=89.41

AutoCAD SHX Text SSMH #50-C RIM=93.43 THIS IS A CONFLICT MANHOLE. THE PIPE RUNS COMPLETELY ENCLOSED THROUGH THE MANHOLE. INVERTS ARE NOT ACCESSABLE. THE CCTV FOR THIS LINE EXTENDED FROM MH #50-B THROUGH MH #50-C TO MH #42-A.

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SSMH #42-A RIM=82.27 INV IN=75.47 INV OUT=75.47

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SSMH #42-B RIM=75.72 INV IN=63.20 INV OUT=63.16

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SSMH #49-A RIM=61.86 INV IN=57.83 INV OUT=57.84

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SSMH #49-B RIM=58.72 INV IN=INNACCESABLE-DEBRIS INV OUT=INNACCESABLE-DEBRIS

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SSMH #49-C RIM=59.46 INV IN=56.70 INV OUT=56.70

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SSMH #49-D RIM=58.56 INV IN=55.96 INV OUT=55.60

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SSMH #40-B RIM=57.12 INV IN=54.22 INV OUT=54.12

AutoCAD SHX Text SSMH #40-A RIM=60.73 INV IN (SE)=55.63 INV IN (W)=54.69 INV IN (NW)=55.63 INV OUT=54.63

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SSMH #40-C RIM=55.80 INV IN=52.86 INV OUT=47.10

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SSMH #54-F RIM=44.28 INV IN=29.08 INV OUT=28.84

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SSMH #54-I RIM=39.73 INV IN=25.71 INV OUT=25.69

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SSMH #54-H RIM=37.87 INV IN=26.45 INV OUT=26.40

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SSMH #54-J RIM=43.59 INV IN=24.75 INV OUT=24.67

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SSMH #54-K RIM=31.85 INV IN=23.75 INV OUT=23.84

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SSMH #54-K-1 RIM=29.55 INV IN=23.27 INV OUT=23.23

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SSMH #54-K-2 RIM=27.82 INV IN=22.18 INV OUT=22.16

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SSMH #54-M RIM=32.67 INV IN (N)=20.87 INV IN (W)=27.11 INV OUT=20.51

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SSMH #55-P RIM=38.13 INV IN=30.77 INV OUT=30.75

AutoCAD SHX Text SSMH #55-Q RIM=40.36 INV IN=SURCHARGED INV OUT=SURCHARGED INVERTS OBSCURRED BY WATER

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SSMH #54-O RIM=47.63 INV IN (SW)=33.23 INV IN (NW)=40.73 INV OUT=33.43

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SSMH #54-P RIM=46.77 INV IN=31.27 INV OUT=31.19

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SSMH #54-N RIM=50.08 INV IN=34.64 INV OUT=34.58

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SSMH #55-R RIM=42.64 INV IN=27.82 INV OUT=27.86

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SSMH #35-A-2 RIM=178.09 INV IN=175.49 INV OUT=175.33

AutoCAD SHX Text SSMH #35-A-1 RIM=173.98 INV IN (NW)=170.91 INV IN (N)=170.08 INV IN (SE)=170.31 INV OUT=170.04

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SSMH #35-A RIM=166.32 INV IN (NW)=165.22 INV IN (N)=162.44 INV OUT=162.22

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SSMH #35-B RIM=134.25 INV IN=128.27 INV OUT=128.25

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SSMH #6-A RIM=125.80 INV IN=119.60 INV OUT=119.40

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SSMH #6-B RIM=107.04 INV IN=103.34 INV OUT=103.14

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SSMH #6-C RIM=98.00 INV IN=94.40 INV OUT=94.24

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(ABANDONED) SSMH #6-D RIM=98.68 INV IN=91.28 INV OUT=91.18

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(ABANDONED) SSMH #10-A RIM=98.57 INV IN=90.67 INV OUT=90.59

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SSMH #27-A RIM=59.19 (8")INV IN=51.0 INV OUT=?

AutoCAD SHX Text NOTE: ABANDONED SEWER LINE. DOES NOT CONNECT TO SSMH #1-G. COULD NOT FIND OUTLET STRUCTURE.

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NOTE: OUTLET NOT FOUND

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ASPHALT PARKING

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CHAPEL

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SSMH #1-D-1 RIM=202.89 INV IN=196.21 (S) INV IN=196.01 (W) INV OUT=195.95

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NOTE: PIPE COLLAPSE BETWEEM MH #49-C AND MH 4O-A. INCOMPLETE CCTV IN THIS AREA

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RICHMOND HIGHWAY (STATE ROUTE 110)

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SSMH #54-L RIM=33.80 INV IN=21.50 INV 8"=21.54 INV OUT=21.48

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AutoCAD SHX Text NOTE: PIPE PLUG FOUND AT SSMH #54-M UPSTREAM PIPE TO SSMH #55-R. PIPE PLUG APPARENTLY LEFT BY CONTRACTOR WORKING UPSTREAM COULD NOT BE COMPLETELY REMOVED FOR INSPECTION CAUSING SURCHARGED CONDITION IN UPSTREAM PIPES AND MANHOLES.

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SSMH #29-J RIM=109.78 INV IN=106.38 (W) INV IN=93.18 (S) INV OUT=93.02

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SSMH #1-D-2 RIM=202.48 INV IN=195.46 INV OUT=195.38

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SSMH #1-D-3 RIM=193.95 INV IN=189.29 (SW) INV IN=189.15 (S) INV OUT=188.85

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SSMH #29A RIM=193.07 INV IN=190.07 (N) INV IN=188.77 (W) INV OUT=188.15

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SSMH #29B RIM=181.61 INV IN (W)=177.79 INV IN (SW)=177.71 INV OUT=177.25

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SSMH #29C RIM=164.22 INV IN=159.82 INV OUT=159.72

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SSMH #29D RIM=162.40 INV IN=158.60 INV OUT=158.50

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SSMH #30B RIM=168.75 INV IN=? INV OUT=?

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SSMH #1-A RIM=210.14 INV OUT=OBSTRUCTED, STRUCTURE SURCHARGED

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SSMH #40-A-1 RIM=79.53 INV IN=73.53 INV OUT=73.29

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SSMH #54-G RIM=34.05 INV IN=27.59 INV OUT=27.57

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AutoCAD SHX Text SSMH #67-A RIM=50.66 INV IN=48.96 (2") INV IN=43.48 (E) INV IN=41.68 (N) INV OUT=41.16

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SSMH #8-C RIM=56.27 INV IN=39.57 INV OUT=39.51

AutoCAD SHX Text SSMH #8-D RIM=56.61 INV IN=45.81 (SW) INV IN=39.21 (NE) INV IN=37.43 (NW) INV OUT=37.41

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SSMH #29F RIM=149.72 INV IN=146.46 (SW) INV IN=146.44 (S) INV OUT=146.30

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SSMH #40-D RIM=51.36 UNABLE TO OPEN MANHOLE

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SSMH #29E (MANHOLE NOT FOUND) (APPROXIMATE LOCATION)

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VISITORS CENTER

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PARKING DECK

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ASPHALT PARKING

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CHAFFEE PARKING LOT

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CHAPEL

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"TOMB OF THE UNKNOWNS"

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ASPHALT PARKING LOT

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GUARD SHACK

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GUARD SHACK & UTILITY ROOM

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1 1/2 STY STUCCO BUILDING LODGE 1

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AMPHITHEATER

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1 STY STUCCO BUILDING

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"ARLINGTON HOUSE" CUSTIS-LEE MANSION & GROUNDS

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13.586 ACRES NATIONAL PARK SERVICE

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ADMINISTRATION

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BUILDING

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COLUMBARIUM

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1 STY STUCCO BUILDING

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3.509 ACRES NATIONAL PARK SERVICE

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2 STY WOOD BUILDING LODGE 2

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MEMORIAL AMPHITHEATER

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WOMEN IN MILITARY SERVICE FOR AMERICA MEMORIAL

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13.586 ACRES NATIONAL PARK SERVICE

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13.586 ACRES NATIONAL PARK SERVICE

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PROPERTY LINE

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NOTE: PIPE COLLAPSE BETWEEM MH #49-C AND MH 4O-A. INCOMPLETE CCTV IN THIS AREA

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RICHMOND HIGHWAY (STATE ROUTE 110)

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RICHMOND HIGHWAY (STATE ROUTE 110)

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PARKING DECK

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MAINTENANCE YARD/OFFICES

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MAINTANENCE YARD/OFFICES

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SOUTH GATE

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SSMH #123-A RIM=39.99 INV IN(NW)=35.23 INV IN(W)=35.01 INV OUT=34.71

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AutoCAD SHX Text SSMH #123-B RIM=40.24 INV IN(W)=34.30 INV IN(NW)=34.44 INV IN(NE)=35.10 INV OUT=34.22

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SSMH #123-C RIM=39.26 INV IN(SW)=33.96 INV IN(NW)=33.86 INV OUT=33.60

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AutoCAD SHX Text SSMH #123-D RIM=40.09 INV IN(SW)=32.61 INV IN(NW)=32.69 INV IN(NE)=32.71 INV OUT=32.55

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SSMH #123-E RIM=40.07 INV IN=32.37 INV OUT=32.17

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LIFT STATION RIM=43.81

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TOP=55.90

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CONC

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36" SEWER

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COMMUNICATION

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BOX

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RECEIVING VAULT

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SSMH #1-E RIM=198.09 INV IN=193.27 INV OUT=193.00

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SDMH #35-007B RIM=128.71 INV IN=124.91 INV OUT=124.71

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SDMH #35-007E RIM=133.72 INV IN=129.92 INV OUT=129.72

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SDMH #35-007C RIM=126.97 INV OUT=122.77

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SDMH #35-007D RIM=126.88 INV IN=122.18 INV OUT=121.18

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15" CPP

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15" CPP

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12" CLAY

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15" CPP

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TO BUILDING ROOF DRAIN?

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15" CPP

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15" CPP

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TO AREA UNDER CONSTRUCTION

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15" PVC

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15" CPP

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15" CPP

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6" CONC.

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SDMH #35-007F RIM=158.11 INV IN=153.51 INV OUT=153.61

AutoCAD SHX Text SDMH #35-007G RIM=167.34 (15" CPP) INV IN=159.54 (15" CPP) INV IN=159.54 (15" PVC) INV IN=163.74 INV OUT=159.44

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SDMH #35-007H RIM=177.00 INV IN=171.30 INV OUT=171.20

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YDI #35-007I 2X2 TOP=176.14 FULL OF DEBRIS

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YDI #35-007J 2X2 TOP=177.15 INV OUT=174.75

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YDI #35-007K 2X2 TOP=178.47 FULL OF DEBRIS

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YDI #35-007L TOP=177.67 FULL OF DEBRIS

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SSMH #10-C1 RIM=66.51 INV IN=63.17 INV OUT= 62.98

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SSMH #6-C1 RIM=97.74 INV IN=90.88 INV OUT=90.88

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SSMH #10-B1 RIM=79.46 INV IN =76.22 INV OUT=76.20

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SSMH #10-A1 RIM=90.85 INV IN=87.17 INV OUT=87.07

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SSMH #10-D1 RIM=59.93 INV IN=59.92 INV OUT=52.33

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AutoCAD SHX Text SSMH #29-J-1 RIM=114.26 INV IN=92.87 (N) BLOCKED UP INV IN=92.79 (S) BLOCKED UP INV OUT=92.66

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AutoCAD SHX Text NOTE: CCTV INSPECTION HALTED BY SEVERE SLOPE AND…

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