VA-JBNC_Final_Plans_20180703_(1-10_of_78).pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

G-001

AAMJSV

ST. LOUIS, MISSOURI

COVER SHEET

of Engineers

US Army Corps

GENERAL

INDEX OF DRAWINGS

TITLESHT

GEOTECHNICAL

CIVIL

G-001

B-101

CD101

COVER SHEET

G-002

G-003

G-101

B-201

B-202

CG101

CG102

CG301

SS101

STRUCTURAL

SS201

SS202

SS203

SS301

SS302

SS501

SS502

SS503

SS504

SS505

SS506

LANDSCAPE

LP101 PLANTING PLAN

LS101

LS102

LS501

LP501

LS601

LI101

TITLESHT

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

ABBREVIATIONS

CG302

CS101

CS102

LI501

NEW SIGNAGE

SITE AMENITY DETAILS

PLANTING DETAILS

NUMBERING PLAN

U.S. ARMY CORPS OF ENGINEERS G-103 EROSION CONTROL PLAN

CD102 EXCAVATION PLAN

CG103

CG104

CG105

CG106

CU101

CU102

CU103

EROSION CONTROL DETAILS

LI001 IRRIGATION NOTES

PHASE 1 - IRRIGATION PLAN

LI102

LI502

LI503

LI504

IRRIGATION DETAILS - POC VAULT

IRRIGATION DETAILS - SPRINKLERS

IRRIGATION DETAILS - BUBBLERS

IRRIGATION DETAILS - CONTROLLER

G-104 PROJECT CONTROL

G-501

CU501

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

SS001 GENERAL STRUCTURAL NOTES

STRUCTURAL SITE PLAN

RETAINING WALL ELEVATION

COLUMBARIUM CAP PLAN

COLUMBARIUM DETAILS

JEFFERSON BARRACKS NATIONAL CEMETERY

PHASE 1: 5000 NICHE COLUMBARIUM D

W912P9-18-C-00xx

W912P9-18-R-0021

JEFFERSON BARRACKS

NATIONAL CEMETERY

PHASE 1: COLUMBARIUM D

G-100

LOCATION & VICINITY MAPS

SITE PHASING PLAN

SITE KEY PLAN

B-001 BORING LOG LEGEND

BORING LOCATION MAP

B-203

B-204

B-501 FLOWABLE FILL DETAIL

CU502

CG303

CG304

CIVIL DEMOLITION PLAN

DESIGN SECTIONS - COLUMBARIUM & ROAD

PHASE 1 - GRADING PLAN (1 OF 6)

PHASE 1 - GRADING PLAN (2 OF 6)

PHASE 1 - GRADING PLAN (3 OF 6)

PHASE 1 - GRADING PLAN (4 OF 6)

PHASE 1 - STORM SEWER PLAN (1 OF 3)

PHASE 1 - STORM SEWER PLAN (2 OF 3)

STORM SEWER DETAILS (1 OF 2)

STORM SEWER DETAILS (2 OF 2)

DETAIL SECTIONS (2 OF 3)

DETAIL SECTIONS (2 OF 3)

SS102 PAVEMENT JOINT PLAN

OUTLET STRUCTURE - CONCRETE DETAILS

OUTLET STRUCTURE - REINFORCEMENT DETAILS

COLUMBARIUM DETAILS

COLUMBARIUM DETAILS

LS502 SITE SIGNAGE DETAILS

G-004 SYMBOLS & LEGEND

B-102 BORING LOCATION MAP

CD201 EXCAVATION PROFILES

LS103

LS104

LS105

LS106

LS107

LS108

LS109

EXISTING LOCAL SIGNAGE

EXISTING SIGNAGE INVENTORY

EXISTING SIGNAGE INVENTORY

EXISTING SIGNAGE INVENTORY

EXISTING SIGNAGE INVENTORY

SIGN CHANGES

SIGN CHANGES

SIGN CHANGES

G-102 SITE STAGING PLAN

BORING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-02

BORING LOGS 17-JBNC-SB-03 & 17-JBNC-SB-04

BORING LOGS 17-JBNC-SB-05 & 17-JBNC-SB-06

BORING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-08

PHASE 1 - COLUMBARIUM D

B-205

B-206

B-207

B-208

DRILLING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-02

DRILLING LOGS 17-JBNC-SB-03 & 17-JBNC-SB-04

DRILLING LOGS 17-JBNC-SB-05 & 17-JBNC-SB-06

DRILLING LOGS 17-JBNC-SB-07 & 17-JBNC-SB-08

PHASE 2 - GRADING PLAN (5 OF 6) - ( NOT IN THIS CONTRACT )

PHASE 2 - GRADING PLAN (6 OF 6) - ( NOT IN THIS CONTRACT )

PHASE 2 - STORM SEWER PLAN (3 OF 3) - ( NOT IN THIS CONTRACT )

PHASE 1 - CIVIL LAYOUT PLAN (1 OF 2)

PHASE 2 - CIVIL LAYOUT PLAN (2 OF 2) - ( NOT IN THIS CONTRACT )

PHASE 2 - TYPICAL ELEVATIONS - ( NOT IN THIS CONTRACT )

PHASE 1 - TYPICAL ELEVATIONS

PHASE 2 - IRRIGATION PLAN - ( NOT IN THIS CONTRACT )

FOR CONSTRUCTION

STAIR DETAILSSS507

RETAINING WALL PLANS

RETAINING WALL CAPS

DETAIL SECTIONS (1 OF 3)

MAY 2018

MAY 2018

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

G-002

AAM

LOCATION & VICINITY MAPS

PROJECT

LOCATION

SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS EAST

ST.LOUIS

HAVANA

NEW

LONDON

I L L I N O I S

KY

M I S S O U R I

JEFFERSON CITY

R

UNION

ALTONM

I S S

O U

R

I RIVER

UIVR

E

C

MARK TWAIN

LAKE

B O

U

R B

S E

R

E U

MERA

M

E C

R . B

I

G

R

B L

A C

K R

REND

LAKE

BIG

M

U D

D

Y

R

OHIO

R

I

VER

K A

S K

A S

K I

A

R

CARLYLE

LAKE

LAKE

SHELBYVILLE

I L L I

N O I S

M I S S I S S I P P I

R.

ALS T

RIVE

R

M I S S

I S

SIPPI

R I

V E

R

0 20000 40000

C8

VICINITY MAP

SCALE: NTS

E1

PROJECT LOCATION MAP

SCALE 1" = 1000'

MILLER ST

DUGAN ST

PROJECT LOCATION

JSV

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

MIRAVALLE RD.

G E

N T

R Y R

D

G E

N T

R Y R

D

G R

A N

T D

R

G R

A N

T D

R

G R

A N

T D

R

T R

U M

A N D

R

T R

U M

A N D

R

SHERIDAN RD.

K O

C H R

D

GRAVES DR.

CONTRACTORS ENTRY

MIRAVALLE RD.

STAGING AREA

CONTRACTORS

IL

LI

N O

IS

M

IS

SO

U R I

PARK

BARRACKS

JEFFERSON

CEMETERY

NATIONAL

BARRACKS

JEFFERSON

SAPPINGTON BARRACKS ROAD

TE

LE

G

RA

PH

R

O

AD

M

IS

SI

SS

IP

PI

R

IV

ER

FORDER ROAD

F8

AREA MAP

SCALE: NTS

PROJECT

LOCATION

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

N

N

N

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

G-003

AAMJSV

ABBREVIATIONS

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OF FOOTINGBOF

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLOW CENTERLINEFL

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FINISH GRADEFG

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OF FOOTINGTOF

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SLOPESL

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJNT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

MAY 2018

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

G-004

AAMRCM

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

SYMBOLS & LEGEND

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

INTERIOR ELEVATION### ##

BREAK LINE, MATERIAL

TO CONTINUE

REVISION CLOUD

NORTH ARROW

ELEVATION TARGET

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

MATCH LINE

MATCH LINE

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

REF ##/#-###

FOR CONTINUATION

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

LEVEL

GRANULAR FILL

CONCRETE

CMU

PRECAST CONCRETE

CAST STONE OR

BRICK

INDICATES TRUE NORTH

GENERAL SYMBOLS MATERIAL SYMBOLS

KEYNOTE

CIVIL SYMBOLS

LIMITS OF WORK

AND NUMBER

BORING LOCATION

P.I. POINT

AND NUMBER

DWG OUTLINE

SHEET ID X-000

MANHOLE

CURB INLET

CLEAN OUT

IDENT. OF DRAINAGE STRUCTURE

STRUCTURE TYPE

LINE NUMBER

EXISTING NEW DESCRIPTION

CHAIN LINK CONSTRUCTION FENCE

SILT FENCE

EXISTING TREE LINE

X-##

XX-JBNC-SB-03

XX-JBNC-CPT-03

AND NUMBER

CPT LOCATION

EXISTING MINOR TOPOGRAPHIC LINE

EXISTING MAJOR TOPOGRAPHIC LINE440

PROPOSED MINOR TOPOGRAPHIC LINE

PROPOSED MAJOR TOPOGRAPHIC LINE

ALIGNMENT LINE

EXISTING WATER LINE

EXISTING ROAD CENTERLINE

PROJECT CONTROL POINT

CP1

AGGREGATE OR BEDDING

RIPRAP

WELL DRAINED SOIL

WEATHERED ROCK

STEEL

ENGINEERED FILL

EXISTING UNDISTURBED SOIL

COMPACTED SUBGRADE

STONE VENEER

SMOOTH SNAPPED "DOVE GRAY"

PARKING PAVING

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

N

NATIONAL CEMETERY

JEFFERSON BARRACKS

MANHOLE

ELECTRIC

TRANSFORMER

T=510.58

ELECTRIC MH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

CP1

G-100

COLUMBARIA D & E

MIRAVALLE RD.

G E

N T

R Y R

D

SITE PHASING PLAN

SITE LOCATION

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

(CONSTRUCTION BY OTHERS)

PHASE 2

COLUMBARIUM E

(CONSTRUCTION THIS CONTRACT)

PHASE 1

COLUMBARIUM D

FULL TONE LINE WORK IS PHASE 1, COLUMBARIUM D

HALF TONE LINE WORK IS PHASE 2, COLUMBARIUM E

LEGEND

(NOT TO SCALE)

N

KEY MAP

20' 40'0

N

F1

SCALE: 1" = 20'

SITE PHASING PLAN

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

W

W

W

W

W

W

CP1

G-101

SHEET LP101

SHEET LS102

MIRAVALLE RD.

G E

N T

R Y R

D

SITE KEY PLAN

SHEET CD101

SHEET G-103

SHEET CS102

SHEET CU102

SHEET CU103

SHEET CG105

SHEET CG106

SHEET CG103

SHEET CG104

SHEET CU101

SHEET CS101

SHEET CG102

SHEET CG101

SHEET LS101

SHEET LI102

SHEET LI101

SHEET CD102

SITE LOCATION

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

(NOT TO SCALE)

N

KEY MAP

20' 40'0

N

F1

SCALE: 1" = 20'

SITE KEY PLAN

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

INTERSTATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

SITE STAGING PLAN

E

N T

R Y R

D

G E

N T

R Y R

D

SHERIDAN RD.

G R

A N

T D

R

G R

A N

T D

R

G R

A N

T D

R

K O

C H R

D

K O

C H R

D

K O

C H R

D

GRAVES DR.

HAUL ENTRANCE

CONSTRUCTION AND

SITE LOCATION

CONSTRUCTION & HAUL ACCESS

TEMPORARY CONSTRUCTION STAGING

400'0 200'

G R

A N

T D

R

T R

U M

A N D

R

T R

U M

A N D

R

T R

U M

A N D

R

TRUMAN DR.

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

SITE WORK LIMITS

SHERIDAN RD.

G E

N T

R Y R

D

AREA

STAGING

AREA

STOCKPILE

TRAILER

CONTRACTORS

100'0 50'

S1S2

S3

S4

S5

S6

S7

S8

S9

S10

S11

S12

S13

S14

S15

(SEE INSET)

STAGING AREA

TREE PROTECTION AREA

AREA

PROTECTION

TREE

AREA

TREE PROTECTION

HAUL ENTRANCE

CONSTRUCTION AND

AREA

STOCKPILE

SECONDARY

NOTE 5.)

AREA (SEE

STOCKPILE

PRIMARY

G-102

GENERAL SHEET NOTES

LEGEND

SECONDARY STOCKPILE AREA SHOWN ON PLAN.

ACCEPTABLE LIMITS OF PRIMARY STOCKPILE AREA TO BE PLACED IN

5. EXCESS MATERIAL TO BE STOCKPILED IN THIS AREA. ANY MATERIAL BEYOND

CLEANING EQUIPMENT.

STREETS SHALL BE CLEANED OFF DAILY AS IT OCCURS USING STREET

CONSTRUCTION DIRT AND MUD. CEMETERY ROADS AND ADJACENT PUBLIC

4. EXISTING ROADWAYS THROUGHOUT CEMETERY MUST BE KEPT CLEAN OF

AS SHOWN ON THE DRAWINGS OR TO PRE-CONSTRUCTION CONDITIONS.

3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED

PROTECTION AREA IS PROHIBITED.

WASTE MATERIAL WHICH MAY BE HARMFUL TO TREE(S) WITHIN THE TREE

2. THE CLEANING OF EQUIPMENT, STORAGE OF MATERIALS OR DISPOSAL OF

SITE ACTIVITIES ARE TO OCCUR WITHIN THE TREE PROTECTION AREAS.

MAINTENANCE GATE 2. NO PARKING, STORAGE OR OTHER CONSTRUCTION

CONSTRUCTION TRAFFIC SHALL ENTER OR EXIT THROUGH THE JBNC

THROUGH THE MAIN JBNC ENTRANCE AT JEFFERSON DRIVE. ALL

1. NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED TO ENTER OR EXIT

N

F1

SCALE: 1" = 200'

N

F7

INSET

SCALE: 1" = 50'

G C

W

A A

M

SITE STAGING PLAN

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

W

W

W

W

F L

F L

F L

FL

FL

MANHOLE

ELECTRIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

CP1

N970550.13

E879772.84

N970525.92

E879734.23

N970558.27

E879874.93

N970539.11

E879898.01

N970485.44

E879707.11

N970485.67

E879715.19

N970476.31

E879704.98

N970479.85

E879710.62

N970423.66

E879758.16

N970415.01

E879744.36

N970405.62

E879744.78 N970392.97

E879757.40

N970390.87

E879754.05 N970380.24

E879765.95

N970363.22

E879767.13

N970349.31

E879759.74

N970221.97

E879785.43

N970166.87

E879812.68

N970190.25

E879859.95

N970193.07

E879861.02

N970196.30

E879868.17

N970194.38

E879873.25

N970201.89

E879925.45

N970198.66

E879884.09

N970155.43

E879804.89

N970179.12

E879781.06

N970153.73

E879783.03

N970465.15

E879711.98

N970467.11

E879756.23

N970495.64

E879714.91

N970498.82

E879711.17

N970507.35

E879716.55

G-103

E

N T

R Y R

D

EROSION CONTROL PLAN

WORK LIMTS

SILT FENCE

TEMPORARY CHAIN LINK FENCE

SILT CURTAIN

INLET EROSION CONTROL

WORK LIMITS

G-501, DETAIL F7

SEE SHEET

SILT FENCE TYP.

GATE, SEE NOTE 9

ENTRANCE WITH

PRIMARY SITE

WITH COR.

SHALL BE COORDINATED

FENCE, FINAL LOCATION

OF TEMPORARY CHAIN LINK

APPROXIMATE LOCATION

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

DETAIL F1

SEE SHEET G-501,

CURB EROSION STOP

DETAIL F1

SEE SHEET G-501,

CURB EROSION STOP

SITE LOCATION

DETAIL B1

DETAIL SHEET G-501,

TRACKING PAD SEE

STABILIZED VEHICLE

EXCAVATION

LOCATION DUE TO

DETERMINE BEST

SIGN, CONTRACTOR TO

OF CONSTRUCTION

POSSIBLE LOCATIONS

LEGEND

(NOT TO SCALE)

N

KEY MAP

N

20' 40'0SCALE: 1" = 20'

F1

GENERAL SHEET NOTES

EROSION CONTROL PLAN

1-800-344-7483 PRIOR TO START OF CONSTRUCTION.

10. CONTRACTOR SHALL CONTACT MISSOURI ONE CALL SYSTEM AT

SITE ACCESS.

9. CONTRACTOR SHALL COORDINATE WITH COR FOR CONSTRUCTION

EXCAVATED AND COMPLETED.

REGARDING THE MANAGEMENT OF STOCK PILE AS SITE IS

8. CONTRACTOR REQUIRED TO SUBMIT PLAN FOR APPROVAL TO COR

EROSION CONTROL AND DRAINAGE MANAGEMENT.

CONSTRUCTION SEQUENCE AND IS RESPONSIBLE FOR TEMPORARY

7. CONTRACTOR TO MAINTAIN BEST PRACTICES DURING EACH STEP OF

PRE-CONSTRUCTION CONDITIONS.

RESTORED AS SHOWN ON THE DRAWINGS OR TO

6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE

PLACE PRIOR TO SITE CLEARING.

ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN

BARRIERS PLACED UP-SLOPE FROM THE TREE PROTECTION AREAS.

SEDIMENTATION INTRUSION THRU THE USE OF EROSION CONTROL

5. ALL TREE PROTECTION AREAS SHALL BE PROTECTED FROM SOIL

G-102.

WITHIN THE TREE PROTECTION AREA IS PROHIBITED. SEE SHEET

DISPOSAL OF WASTE MATERIAL WHICH MAY BE HARMFUL TO TREE(S)

4. THE CLEANING OF EQUIPMENT, STORAGE OF MATERIALS OR

G-102.

ARE TO OCCUR WITHIN THE TREE PROTECTION AREAS. SEE SHEET

3. NO PARKING, STORAGE OR OTHER CONSTRUCTION SITE ACTIVITIES

RESIDENT ENGINEER.

REPLACED AND/OR REPAIRED AS NEEDED OR DIRECTED BY VA

2. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND

SEE DETAIL F1, SHEET LP501.

MUST REMAIN IN PLACE UNTIL FINAL LANDSCAPING IS INSTALLED.

CLEARING, GRUBBING OR GRADING. TREE PROTECTION DEVICES

1. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO ANY

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

FLOODPLAIN

ESTIMATED 100YR

ESTIMATED 100YR FLOODPLAIN EXTENT

INTERSTATE

CP1

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

4+68

0+02.09

PI

0+31.76

PI

0+60.33

PI

0+90.95

PI

1+20.35

PI

1+38.68

PI

1+57.30

PI

1+59.43

PI

1+80.78

PI

2+10.85

PI

2+38.04

PI

2+65.10

PI

2+93.92

PI

3+22.62

PI

3+51.99

PI

3+81.68

PI

4+11.12

PI

4+68.06

PI

0+10

0+20

0+30

0+40

0+60

0+70

0+80

0+90

1+10

1+20

1+30

1+40

1+60

1+70

1+80

1+90

2+10

2+20

2+30

2+40

2+60

2+70

2+80

2+90

3+10

3+20

3+30

3+40

3+60

3+70

3+80

3+90

4+10

4+20

4+30

4+40

4+60

JB CEM

CP1

CP2

G-104

E

N T

R Y R

D

G E

N T

R Y R

D

SHERIDAN RD.

G R

A N

T D

R

G R

A N

T D

R

G R

A N

T D

R

K O

C H R

D

K O

C H R

D

K O

C H R

D

GRAVES DR.

G R

A N

T D

R

T R

U M

A N D

R

T R

U M

A N D

R

T R

U M

A N D

R

TRUMAN DR.

PROJECT CONTROL

SITE LOCATION

PHONE: 314-768-6260

ST. LOUIS, MO 63103-2555

2350 MARKET STREET

SEWER - ST. LOUIS METROPOLITAN SEWER

PHONE: 866-430-0820

ST. LOUIS, MO 63141

727 CRAIG ROAD

WATER - MISSOURI AMERICAN WATER CO.

PHONE: 800-887-4173

ST. LOUIS, MO 63101

700 MARKET ST

GAS - LACLEDE GAS COMPANY

PHONE: 855-757-7328

ELECTRIC, FIBER OPTIC, CABLE TV - CHARTER COMMUNICATIONS

PHONE: 800-288-2020

TELEPHONE - ATT DISTRIBUTION

PHONE: 866-992-6619

ST. LOUIS, MO 63179-0352

PO BOX 790352

ELECTRIC - AMEREN MISSOURI ELECTRIC

7. UTILITY PROVIDERS:

CONSIDERED APPROXIMATE.

SURVEYS AND AVAILABLE RECORD DRAWINGS AND SHOULD BE

6. ALL BURIED UTILITIES AND SEWERS SHOWN ARE BASED ON FIELD

ACCURACY OF THE OPUS DERIVED COORDINATES.

ROVER AND THE MODOT REAL TIME GPS NETWORK TO CHECK THE

5. THE PROJECT CONTROL POINTS WERE OBSERVED WITH A GPS

THE BASE STATION.

KINEMATIC GPS OBSERVATIONS WITH CONTROL POINT “JB CEM” AS

4. ADDITIONAL CONTROL POINTS WERE SET USING REAL TIME

CONTROL POINT’S COORDINATES AND ELEVATION.

USER SERVICE (OPUS) AND THE OPUS SOLUTION WAS USED FOR THE

OBSERVATION WAS SUBMITTED TO THE NGS ONLINE POSITIONING

STATIC GPS OBSERVATION ON CONTROL POINT "JB CEM". THE GPS

3. THE HORIZONTAL AND VERTICAL DATUMS WERE ESTABLISHED BY A

2/21-23/2017, 2/28/2017, AND 4/12/2017

SPECIFIC DATES SURVEY WORK COMPLETED:

CONTROL PROCEDURES.

ACCORDANCE WITH USACE QUALITY MANAGEMENT PLAN AND QUALITY

SURVEYING DURING THE MONTHS OF FEBRUARY AND APRIL 2017 IN

2. TOPOGRAPHIC SURVEY CONDUCTED BY BOWEN ENGINEERING AND

VERTICAL: NAVD 1988 (GEOID12B)

ZONE: US STATE PLANE MISSOURI EAST (2401)

HORIZONTAL: NAD 1983

1. PROJECT DATUM:

MIRAVALLE RD.

G E

N T

R Y R

D

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

400'0 200'

N

F1

SCALE: 1" = 200'

GENERAL SHEET NOTES

PROJECT CONTROL

40'0 20'

N

F6

DETAIL PLAN

SCALE: 1" = 20'

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

U N I T

E D

STATES OF

AM

E

R I C

A

E

N T

OF

VETERANS

A F F

A I R

S

N

C

A

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

(TO BE PLACED AS DIRECTED BY THE ENGINEER)

STRUCTURE

STORM SEWER

BALES (TYP.)

NOTE: TEMPORARY BARRIER OF SEDIMENT CONTROL BALES TO PREVENT

SEDIMENT-LADEN WATER FROM ENTERING INCOMPLETE STORM SEWER

SYSTEM.

3" EARTH FILL

FLOW

10" MINIMUM.

EMBEDDED IN THE GROUND

BARS IN EACH BALE AND

STAKES OR REINFORCING

NOTE: TWO 2"X2" WOOD

10" MINIMUM.

EMBEDDED IN THE GROUND

BARS IN EACH BALE AND

STAKES OR REINFORCING

NOTE: TWO 2"X2" WOOD

G-501

AAM

ST. LOUIS, MISSOURI

RCM

SCALE: N.T.S.

F4

SCALE: N.T.S.

B2

SCALE: N.T.S.

F2

EROSION CONTROL DETAILS

STABILIZED VEHICLE TRACKING PAD

PERIMETER SEDIMENT CONTROL

EXI

STI

NG

PAVED

ROAD

15'R

SILT FENCE IF NEEDED

MINIMUM 3' OVERLAP

GEOTEXTILE FABRIC

UP THROUGH ROCK

UNDER ROCK TO STOP SILT MIGRATION

GRANULAR DRAINAGE FILL PLACED

GEOTEXTILE SEPARATOR FABRIC OR 3"

RUNOFF

TO MIMIMIZE

18" MINIMUM BERM

M

IN

IM

UM

W

ID

TH

30' M

INIM

UM

EROSION FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST.

TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL

VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID

GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE

NOTE:

A

A

8' MAX.

WITHIN TOP 8" OF FABRIC

DIAGONAL CABLE TIES

FASTEN WITH 3-50 LB

(9 GA MIN, 6x6 MESH)

WIRE MESH BACKING

FILTER FABRIC OVER

GRADE 6" ANCHOR TRENCH

SEE DETAIL BELOW

SILT FENCE JOINT

* BACKING FOR HEAVY DUTY APPLICATIONS

* ANCHORING AND POST SPACING

* METHOD OF ATTACHMENT

* FILTER FABRIC

VERIFY LOCAL REQUIREMENTS FOR:

4. LAYOUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL

3. DRIVE ALL POSTS INTO GROUND AT THE BACK SIDE OF THE TRENCH

2. DIG A 6" TRENCH ALONG INTENDED FENCE LINE

1. INSTALL ON CONTOUR AT CONSTANT ELEVATION

LOCATION TO BE DETERMINED IN THE FIELD.

PLACED AT THE PERIMETER OF THE WORK AREA AS CONSTRUCTION FENCE. FINAL

DRAINAGEWAY, PERPENDICULAR TO THE DIRECTION OF WATER FLOW. IT CAN ALSO BE

AREA. SILT FENCE SHOULD BE PLACED AT THE BOTTOM OF A SLOPE OR MINOR

SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE IN THE DRAINAGE

SECTION A-A

P O

S T E

M B

E D

M E

N T

FLOW

M

IN

IM

U M

UNDISTURBED SOIL

6" AT SPLICES

OVERLAP GEOTEXTILE FABRIC

36" MIN. EXPOSED HT.

UV STABILIZED FILTER FABRIC

INTO TRENCH

EXTEND WIRE MESH

NATURAL SOIL

6"X6" BACKFILL WITH TAMPED

FABRIC ANCHORAGE TRENCH

DEPTH

MIN. EMBEDMENT

MAXIMUM SPACING, 2'

STEEL "T" POST AT 8'

6' MIN. LENGTH

(9 GA MIN, 6x6 MESH)

WIRE MESH BACKING

AT A MAXIMUM SPACING OF 1 FOOT.

MESH BACKING ALONG THE UPPER EDGE

GEOTEXTILE AT THE TOP OF THE WIRE

WIRE FASTENERS SHALL FASTEN THE

SILT FENCE A

SILT FENCE B

AROUND FENCE POST

FABRIC TO BE WRAPPED

HAYBALES FOR SEDIMENT CONTROL

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

DIAMETER WASHED ROCK

6" THICK 3" MINIMUM

FOR CONSTRUCTION

MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.

MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO

D. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND

WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.

IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE

C. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN

PROPERLY.

CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS

STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE

B. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICE WHEN

BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.

BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL

STABILITY AND OPERATION FOLLOWING VERY RUNOFF-PRODUCING RAINFALL

A. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR

8. MAINTENANCE PLAN:

AREA INLETS. SEE SPECIFICATIONS FOR ADDITIONAL DETAIL.

7. INLET SEDIMENT CONTROL FILTERS SHALL BE INSTALLED IN ALL GRATE AND

USACE COR.

CONSTRUCTION PHASES PERMIT, AND ONCE AREA HAS BEEN APPROVED BY

6. ALL DISTURBED AREAS TO BE GRASSED AND LANDSCAPED AS SOON AS

UNTIL PERMANENT VEGETATION IS ESTABLISHED.

MEASURES PRIOR TO COMMENCING CONSTRUCTION AND SHALL MAINTAIN

5. CONTRACTOR SHALL INSTALL REQUIRED EROSION AND SEDIMENT CONTROL

CONTRACTOR.

AFTER EACH RUNOFF PRODUCING RAINFALL AND REPAIRED BY THE

4. EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY, AND

3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

ACTIVITIES.

PRACTICES SHALL BE ACCOMPLISHED PRIOR TO LAND DISTURBING

2. THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

REGARDING EROSION CONTROL.

1. SEE SPECIFICATION 31 40 00 FOR APPROPRIATE CODES AND REGULATIONS

GENERAL SHEET NOTES

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

PHASE 1 - COLUMBARIUM D1