VA-JBNC_Final_Plans_20180703_(11-78_of_78).pdf

PDF 46 MB Posted Jul 3, 2018

Attached to: COLUMBARIUM - JEFFERSON BARRACKS
Solicitation number: W912P9-18-R-0031
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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JBNC_ColumbariumD_Adv_specs.pdf	PDF	Jul 3, 2018
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VA-JBNC_Final_Plans_20180703_(1-10_of_78).pdf	PDF	Jul 3, 2018

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

St vSt

< 250

250-500

500-1000

1000-2000

2000-4000

> 4000

SYMBOLCONSISTENCY

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

SYMBOLS TO LEFT OF BORING

Denotes location of sample subjected to consolidation test and each

Pressure Test Results

Shown as 5 gals/min at 50 psi 5-50

UNCONFINED COMPRESSION TEST

Results of these tests are available for inspection in the U.S. Army Engineer District of the above three types of shear tests

Office, if these symbols appear beside the boring logs on the drawings.

Are natural water content in percent dry weight (FW denotes Free Water) ASTM D 2216

Denotes location of consolidation-undrained triaxial compression test

Denotes location of consolidation test

Denotes location of consolidation-drained direct shear test

Denotes location of unconsolidation-undrained triaxial compression test

Are liquid and plastic limits, respectively - ASTM D 4318

Groundwater surface and date observed

APPLICABLE PUBLICATIONS

U.S. Army Engineer Manual (EM)

EM 1110-2-1906

Engineering and Design, Laboratory

Soils Testing, 30 November 1970

Revised 20 August 1986

American Society for Testing and Materials (ASTM) Standards

ASTM D 2487 Classification of Soils for Engineering Purposes.

ASTM D 1586 Method for Penetration Test and Split-Barrel Sampling of Soils.

ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates.

ASTM D 2166 Test Methods for Unconfined Compressive Strength of Cohesive Soil.

ASTM D 2488 Description and Indentification of Soils (Visual-Manual Procedure).

ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Denotes proposed channel grade

Rock, and Soil-Aggregate Mixtures.

ASTM D 2216 Method for Laboratory Determination of Water (Moisture) Content of Soil, WB- WING BIT

VST-VACCUM SHELBY TUBE (5")

SSS-STANDARD SPLIT SPOON

RB- ROLLER BIT

HSP-HAND SAMPLE PROBE

HSA-HOLLOW STEM AUGER

HDA-HAND AUGER

CPT-CONE PENETROMETER

BKH-BACKHOE

AUG-AUGER

DRILLING AND SAMPLING EQUIPMENT

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

MOTTLED

WHITE

BLUE-GREEN

BLUE

GREEN

GRAYISH-GREEN

GREENISH-GRAY

GRAYISH-BROWN

BROWNISH-GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

Gr lGr dGr

Br lBr dBr

Mot

A Angle Core Boring

Bag Samples-Soil-Borings

Core Boring

Observation Boring

Piezometer

Undistrubed Sample-Soil-Boring

LETTER

SYMBOL

DESCRIPTION

MODIFICATION SYMBOL

MODIFICATIONS

Traces

Medium

Fine

Coarse

Rootlets

Lignite fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Sandy

Gravelly

Boulders

Slickensides

Wood

Oxidized

SIS

slf sds shs lg rt cc

Tr-

Sand strata or lenses

Silt strata or lenses

B.Ca.

vFVery Fine

Began use of casing

B.D.M.

NX Core

Began use of drilling mud

Decomposed Limonite

Concretions

Beginning of

Specified Core Size

Shale fragments

COLOR SYMBOL

WOOD

SHELLS

HIGHLY ORGANIC SOILS

WOOD

SHELLS

MAJOR DIVISION TYPE

LETTER

SYMBOL

TYPICAL NAMES

E -G

R A

E D S

S C

O A

R S

E -G

R A

E D S

S A

N D

S G

R A

V E

L S

Are values of cohesion in lbs./sq. ft. from unconfined compression tests

Where underlined with a dashed line denotes laboratory permeability in centimeters

FIGURES TO RIGHT OF BORING

BORING SUFFIX

DESCRIPTIVE SYMBOLS

SYM

BOL

th a n N o s ie v e s iz e

M o re t h a n h a lf o f

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s c o a rs e f ra c ti o n i s s ie v e s iz e s ie v e s iz e

(Appreciable

CLEAN

GRAVEL

WITH FINES

SAND

CLAYS

M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e CT

CONGLOMERATE

SANDSTONE

GRAYWACKE

COMPACTION SHALE

CEMENTED SHALE

COAL

LIMESTONE

DOLOMITE

CHALK (OR MARL)

CHERT

CAVITY

SILT AND

ORGANIC SILTS and organic silty clays of low plasticity

COLORS

LETTER

SYMBOL

SYM

BOL

DLC

SYMBOLS TO RIGHT OF BORING

ROCK CLASSIFICATION

CLASSIFICATION AND

DESCRIPTION OF ROCK

U-LINE :PI=0.9(LL-8)

A-LINE :PI=0.73(LL-20)

80 1000

For classification of fine-grained soils

CL-ML

N E

"A " L

PLASTICITY CHART

GROUP

S E

E N

T A

R Y R

O C

K S

Ground Surface Elev. G.S.E.

L.L. - LIQUID LIMIT

P .I P

L A

S T

Y I

N D

E X

BRG

GYB

GNG

Gyg

BLG

REDDISH RD

SAN

GRA

CON

CLA

SHA

CEM

COA

LIM

DOL

CHA

GRAVEL, Well Graded, gravel-sand mixtures, little or no fines

GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL, gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravelly sands

SAND, Poorly-graded, gravelly sands

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

NOTE: SOIL POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS

Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.

Reference: ASTM D 2487, Figure 3

UNIFIED SOIL CLASSIFICATION ASTM D 2487

CLAYSTONE OR SILTSTONE

per second of undisturbed sample.

GRN GRANITE

la rg e r th a n N o s m a ll e r th a n N o per second of sample remolded to the estimated natural void ratio.

GENERAL NOTES :

Calc. Concretions shear strengths from unconfined compression tests are shown.

examination and is approximate, except within those vertical reaches of the boring where

Consistency of cohesive soil shown on the boring logs is based on driller's log and visual

In parenthesis and not underlined are driving resistance in blows per foot determined split spoon sampler and 350 lb. driving hammer with an 18 " drop.

" I.D., 3 " O.D. 2 130 '' drop - ASTM D 1586. In parenthesis and underlined are for a 2

" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1

Water Surface Elev. W.S.E.

left open.

logs with seasonal weather changes and depending on the length of time the bore hole is vertical reaches of such borings. Groundwater elevation can vary from that shown on the necessarily mean that groundwater will not be encountered at the locations or within the borings indicates that no groundwater data are available from the boring but does not encountered in such borings on the date shown. Absence of water surface data on certain

Groundwater elevations shown on the boring logs represent groundwater surface

When underlined denotes D size in mm - ASTM C 136

FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

is finer, and 90% coarser than size D - ASTM C 136.

The D size of a soil is the grain diameter in millimeters of which 10% of the soil

Denotes classification determined by process of drilling, no representativeA

M o re t h a n h a lf o f m a te ri a l is l a rg e r

(Liquid Limit > 50)

(Liquid Limit < 50)

Amount of Fines)

(Appreciable

Amount of Fines)

(Little or No fines)

SILT AND

CLAYS

"Differing Site Conditions."

considered as differing materially within the purview of the contract clause entitled materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface

While the borings are representative of subsurface conditions at their respective locations

FIGURES TO RIGHT OF BORING UNDER COLUMNS "LL" AND "PL"

B-001

LHWJSV

ST. LOUIS, MISSOURI

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

BORING LOG LEGEND

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

PHASE 1 - COLUMBARIUM D

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

B-101

AAM

RCM

A V

A L L E R

GENTRY RD.

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

17-JBNC-SB-01

17-JBNC-CPT-09

17-JBNC-SB-05

17-JBNC-SB-04

17-JBNC-CPT-15

17-JBNC-CPT-10

17-JBNC-SB-02

17-JBNC-CPT-16

17-JBNC-CPT-08

17-JBNC-SB-06

17-JBNC-CPT-06

17-JBNC-CPT-07

17-JBNC-SB-07

17-JBNC-CPT-11

17-JBNC-CPT-03

17-JBNC-SB-03

17-JBNC-CPT-05

17-JBNC-CPT-04

17-JBNC-CPT-02

17-JBNC-CPT-12

17-JBNC-CPT-14

17-JBNC-CPT-01

17-JBNC-SB-08

BORING LOCATION MAP

20' 40'0F1

SCALE: 1" = 20'

EXPLORATION BORING

CPT BORING

LEGEND

BORING DATA

BORING LOCATION MAP

17-JBNC-CPT-17

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

431432

S S

M H

12"

SANITARY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

430 430

440440

H R

U B

B-102

A V

A L L E R

GENTRY RD.

HAND EXCAVATION EXTENTS

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

17-JBNC-SB-01

17-JBNC-CPT-09

17-JBNC-SB-05

17-JBNC-SB-04

17-JBNC-CPT-15

17-JBNC-CPT-10

17-JBNC-SB-02

17-JBNC-CPT-16

17-JBNC-CPT-08

17-JBNC-SB-06

17-JBNC-CPT-06

17-JBNC-CPT-07

17-JBNC-SB-07

17-JBNC-CPT-11

17-JBNC-CPT-03

17-JBNC-CPT-13

17-JBNC-SB-03

17-JBNC-CPT-05

17-JBNC-CPT-04

17-JBNC-CPT-02

17-JBNC-CPT-12

17-JBNC-CPT-14

17-JBNC-CPT-01

17-JBNC-SB-08

BORING LOCATION MAP

20' 40'0F1

SCALE: 1" = 20'

BORING LOCATION MAP

EXPLORATION BORING

CPT BORING

LEGEND

GENERAL SHEET NOTES

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

INDICATED IN SHEET B-501 AT A MINIMUM OF 1 FT THICK.

AND FRACTURED ZONES THE FLOWABLE FILL WE BE PLACED AS

FLOWABLE FILL WILL NOT BE NEEDED. IN AREAS WITH UNDULATIONS

UNEARTHED AND COMPETENT ROCK IS FOUND AT THE SURFACE

THE IMPERFECTIONS IN THE ROCK. WHEN THE EXCAVATION IS

ADDITIONAL ROCK REMOVAL AND FLOWABLE FILL TO ENCAPSULATE

WAS FOUND TO BE HIGHLY WEATHERED AND WILL REQUIRE

THE NATURE OF KARST. THE AREA NORTH OF BORING 17-JBNC-SB-07

AND CPTS. THE TOP OF ROCK ELEVATION MAY VARY +/- 5' DUE TO

BASED ON THE TOP OF ROCK ELEVATIONS FROM THE BORING LOGS

THE ELEVATIONS FOR THE BOTTOM OF THE EXCAVATION ARE SET 6.

SANITARY SEWER IN THIS LOCATION.

MAIN EXCAVATION. THERE SHOULD BE SUFFICIENT COVER OVER THE

CONTRACTOR SHALL VERIFY DEPTH OF SANITARY SEWER PRIOR TO 5.

LOCATION. HAND DIG ZONE 4' EITHER SIDE OF SANITARY SEWER.

EXCAVATE BY HAND TO REMOVE THE EXISTING STORM PIPE IN THIS 4.

FENCE IS EXPECTED DURING THIS PROCESS.

ADJUSTMENT OF THE EXTENTS OF THE TEMPORARY CHAIN LINK 3.

TO THE NORTH OF THE SITE.

INSTALLATION OF THE MANHOLE AND STORM WATER REDIRECT PIPE

SOME TEMPORARY SHORING WILL BE NEEDED FOR THE

IT IS FULLY EXPECTED THAT EVEN WITH THE STEEP SIDE SLOPES 2.

INFRASTRUCTURE.

1 ON 1.5 SIDE SLOPES SHOWN TO MINIMIZE IMPACT ON ADJACENT

EXCAVATION IS FILLED WITH A MINIMUM OF 1' THICK FLOWABLE FILL.

DEEP EXCAVATION SHOWN FOR STABILIZATION OF SITE. BOTTOM OF 1.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

SMALL SAMPLE SIZE @ 16.1' (JAR 3).

CLASSIFICATION FOR THIS INTERVAL BASED

UPON THE MORE COMPLETE SAMPLE TAKEN

FROM SHELBY TUBE 2.

ADVANCED 4 1/4" HSA TO 19.0 BGS

BEGAN NQ CORE AT 19.1' USING A #6

IMPREGNATED BIT.

RUN 1 -

START: 1532

STOP: 1541

DOWN PRESSURE: 100 PSI

WATER PRESSURE: 100 PSI

RUN 2 -

START: 1547

STOP: 1556

DOWN PRESSURE: 100 PSI

WATER PRESSURE: 100 PSI

MB = MECHANICAL BREAK

RUN 3 -

START: 1604

STOP: 1608

DOWN PRESSURE: 100 PSI

WATER PRESSURE: 100 PSI

GROUTED HOLE TO GROUND SURFACE ON

4/17/2017 USING 2 SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK (94LBS)

LEAN CLAY (CL), BROWN TAN, MOIST, GRASS COVERED.

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, SOFT TO MEDIUM STIFF.

CLAYEY GRAVEL WITH SAND (GC).

CLAYEY GRAVEL WITH SAND (GC), ABOUT 35% GRAVEL, FINE TO COARSE; TAN GRAY, MOIST TO WET, SOFT TO MEDIUM DENSE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 92%.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 90%.

MB.

SHALE, SEAM.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 100%.

MB.

FRACTURE.

411.30

19.10

REFUSAL

G.S.E. 441.20

25 4

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

SAMPLE IN JAR 3 TOO SMALL TO TEST

SHELBY TUBE REFUSAL @ 15.5'

ADVANCED 4 1/4" HSA TO 19.3 BGS

BEGAN NQ CORE AT 19.1' USING AN

IMPREGNATED BIT.

RUN 1 -

START: 0944

STOP: 0948

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 2 -

START: 0958

STOP: 1005

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

MB = MECHANICAL BREAK

RUN 3 -

START: 1015

STOP: 1024

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

GROUTED HOLE TO GROUND SURFACE ON

4/18/2017 USING 2 SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK (94LBS)

LEAN CLAY (CL), BROWN, MOIST, GRASS COVERED.

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, MEDIUM STIFF TO STIFF.

LEAN CLAY WITH GRAVEL (CL), ABOUT 17% GRAVEL, FINE; BROWN TANNISH GRAY, MOIST, SOFT TO MEDIUM STIFF.

CLAYEY SAND WITH GRAVEL (SC).

CLAYEY SAND WITH GRAVEL (SC), ABOUT 23% GRAVEL, FINE; TAN GRAY, MOIST TO WET, SOFT TO MEDIUM STIFF.

SILTY GRAVEL WITH SAND (GM), ABOUT 44% GRAVEL, FINE TO COARSE; BROWN TAN, MOIST TO SATURATED, MEDIUM DENSE, TRACE COBBLES.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 70%.

NODULAR, CHERT.

FRACTURE.

NODULAR, CHERT.

FRACTURE.

NO RECOVERY/VOID.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 92%.

SILTSTONE.

FRACTURE.

CLAY SEAM.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 92%.

MB.

WAVY, VERTICAL STYLOLITE.

WAVY, CLUSTER OF STYLOLITES.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 96%.

MB.

SHALE, FLASER.

WAVY, HIGH CONCENTRATION OF STYLOLITES.

FRACTURE.

LIMESTONE, NODULAR, LENTICULAR, CRYPTOCRYSTALLINE, SECONDARY LENTICULAR NODULES OF PYRITE.

FRACTURE.

MB.

SHALE, FLASER.

414.40

19.30

REFUSAL

G.S.E. 445.30

04/18/17

17-JBNC-SB-02

N 970436.117 E 879812.972

18 APR 17

E L E

V A

N S I

N F

E E

T N .A .V .D

E L E

V A

N S I

N F

E E

T N .A .V .D

N 970268.28 E 879856.548

17-JBNC-SB-01

17 APR 17

E L E

V A

N S I

N F

E E

T N .A .V .D

E L E

V A

N S I

N F

E E

T N .A .V .D

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-201

PHASE 1 - COLUMBARIUM D

BORING LOGS

17-JBNC-SB-01 & 17-JBNC-SB-02

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

SMALL SAMPLE SIZE @ 20.5' (JAR 4).

CLASSIFICATION FOR THIS INTERVAL BASED

UPON THE MORE COMPLETE SAMPLE TAKEN

FROM SHELBY TUBE 2.

10 BLOWS, NO ADVANCEMENT

BACKFILLED W/2 50LB SACKS OF BENTONITE

CHIPS AND AUGER CUTTINGS W/APPROVAL

FROM USACE GEOLOGIST ON SITE(4/18/2017)

HOLE WAS DRILLED W/ 4 1/4" HSA TO 22' ON

4/20/2017 AND GROUTED TO SURFACE UPON

REQUEST FROM JOSH GRAY(USACE) USED 2

94LB SACKS PORTLAND CEMENT. MIXED 8 GAL

PUBLIC WATER AND 5LBS QUIK-GEL PER SACK

OF PORTLAND.

LEAN CLAY (CL), BROWN, MOIST.

LEAN CLAY (CL), BROWN GRAY, MOIST, MEDIUM STIFF.

LEAN CLAY (CL), BROWN GRAY, MOIST, STIFF TO VERY STIFF.

CLAYEY GRAVEL WITH SAND (GC).

CLAYEY GRAVEL WITH SAND (GC), ABOUT 38% GRAVEL, FINE TO COARSE; BROWN TAN, MOIST, MEDIUM DENSE.

CLAYEY SAND (SC).

CLAYEY SAND WITH GRAVEL (SC), ABOUT 24% GRAVEL; BROWNISH GRAY TAN, WET, VERY SOFT, WITH FINE TO MEDIUM SAND.

CLAYEY SAND (SC), BROWNISH GRAY TAN, WET, VERY SOFT, WITH FINE TO MEDIUM SAND.

422.4022.10

REFUSAL

G.S.E. 444.50

04/19/17

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

ADVANCED 4 1/4" HSA TO 13.8 BGS

BEGAN NQ CORE AT 13.8' USING A #6

IMPREGNATED BIT.

14.6' - 16.1': LOST WATER CIRCULATION

GROUTED HOLE TO GROUND SURFACE ON

4/18/2017 USING 2 (94LBS)SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK OF PORTLAND.

LEAN CLAY (CL), BROWN, MOIST, GRASS COVERED.

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, MEDIUM STIFF TO STIFF.

FAT CLAY (CH).

FAT CLAY (CH), REDDISH BROWN GRAY, MOIST, MEDIUM STIFF TO STIFF.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 32%.

FRACTURE.

NO RECOVERY, POSSIBLE CLAY AND/OR VOID.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 32%.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 66%.

NO RECOVERY, POSSIBLE CLAY AND/OR VOID.

LIMESTONE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 80%.

FRACTURE.

POOR RECOVERY.

FRACTURE.

MB.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 97%.

FRACTURE.

SHALE SEAM.

FRACTURE.

415.10

13.80

21 11 35

REFUSAL

G.S.E. 447.00

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N 970341.088 E 879849.564

19 APR 17

17-JBNC-SB-03

17-JBNC-SB-04

N 970492.273 E 879836.209

18 APR 17

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-202

PHASE 1 - COLUMBARIUM D

BORING LOGS

17-JBNC-SB-03 & 17-JBNC-SB-04

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

10 PLWSPT DESCRIPTIONLLD NOTES

USED A NQ CORE STEEL TO ADVANCE TO

LIMESTONE

BEGAN NQ CORE AT 9.4' USING A #6

IMPREGNATED BIT.

RUN 1 -

START: 1703

STOP: 1707

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 2 -

START: 1721

STOP: 1748

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 3 -

START: 1755

STOP: 1801

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 4 -

START: 1812

STOP: 1820

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

GROUTED HOLE TO GROUND SURFACE ON

4/18/2017 USING 1 (94LBS)SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK OF PORTLAND.

LEAN CLAY, BROWN, MOIST, GRASS COVERED.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 64%.

FRACTURE W/ CLAY.

NO RECOVERY/ POSSIBLE CLAY.

LIMESTONE, HIGHLY WEATHERED, POOR RECOVERY/ WITH CLAY, LAYER RQD = 26%.

LIMESTONE, SLIGHTLY WEATHERED.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 100%.

MB.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 86%.

FRACTURE.

WEATHERD W/ CLAY ZONE.

FRACTURE.

421.10

9.40

REFUSAL

G.S.E. 448.20

418.60

REFUSAL

G.S.E. 450.50

12.00

10 PLWSPT DESCRIPTIONLLD NOTES

USED A NQ CORE STEEL TO ADVANCE TO

LIMESTONE

BEGAN NQ CORE AT 9.4' USING A #6

IMPREGNATED BIT.

RUN 1 -

START: 0907

STOP: 0918

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

MB = MECHANICAL BREAK

RUN 2 -

START: 0929

STOP: 0939

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 3 -

START: 0946

STOP: 0952

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 4 -

START: 1001

STOP: 1009

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

GROUTED HOLE TO GROUND SURFACE ON

4/19/2017 USING 1 (94LBS)SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK OF PORTLAND.

LEAN CLAY, BROWN, MOIST, GRASS COVERED.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 57%.

FRACTURES.

FRACTURE.

MB.

FRACTURE.

CLAY SEAM.

FRACTURE.

CLAY SEAM.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 84%.

FRACTURES.

CLAY SEAM.

WEATHERED W/ CLAY.

FRACTURE.

WEATHERED.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 11%.

FRACTURE.

NO RECOVERY/ POSSIBLE VOID.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 11%.

FRACTURE.

NO RECOVERY/ POSSIBLE VOID.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 11%.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 92%.

WEATHERED W/ CLAY, TAN.

MB.

FRACTURE.

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17-JBNC-SB-05

N 970500.186 E 879857.327

18 APR 17

17-JBNC-SB-06

N 970443.912 E 879891.121

19 APR 17

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-203

PHASE 1 - COLUMBARIUM D

BORING LOGS

17-JBNC-SB-05 & 17-JBNC-SB-06

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

0.1' SAMPLE DISCARDED

ADVANCED 4 1/4" HSA TO 15.5' BGS

BEGAN NQ CORE AT 15.5' USING A #6

IMPREGNATED BIT.

RUN 1 -

START: 0929

STOP: 0936

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 2 -

START: 0949

STOP: 0956

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 3 -

START: 1000

STOP: 1009

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 4 -

START: 1014

STOP: 1023

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

GROUTED HOLE TO GROUND SURFACE ON

4/20/2017 USING 2 (94LBS)SACKS PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND

5LBS QUIK-GEL PER SACK OF PORTLAND.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN GRAY, MOIST, MEDIUM STIFF TO STIFF.

LEAN CLAY (CL), BROWNISH TAN GRAY, MOIST TO WET, SOFT.

HIGHLY WEATHERED LIMESTONE

LIMESTONE, HIGHLY WEATHERED W/ CLAY, WET, TAN AND LIGHT TAN

LIMESTONE, HIGHLY WEATHERED, VUGGY.

CLAY WITH LIMESTONE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 56%.

MODERATELY WEATHERED, NODULAR, CHERT.

FRACTURE.

FRACTURE; SS LAMINATIONS.

NO RECOVERY/ POSSIBLE CLAY.

CLAY WITH CALCITE SEAMS (TAN).

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 56%.

FRACTURE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 84%.

FRACTURE.

SHALE, FLASER.

FRACTURE.

SHALE SEAM.

STYLOLITE.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 88%.

FRACTURE.

CLUSTER OF STYLOLITES.

STYLOLITE.

FRACTURE.

MECHANICAL BREAK.

FRACTURE.

FRACTURE; CLAY INFILLING.

FRACTURE ALONG A STYLOLITE.

INTERBEDDED LAYERS OF SANDSTONE, LAYER RQD = 0%.

LIMESTONE, SLIGHTLY WEATHERED, INTERBEDDED, COARSELY CRYSTALLINE, HIGHLY FRACTURED LIMESTONE WITH 15.50

411.70

28 3

REFUSAL

G.S.E. 443.90

04/20/17

50/1"

10 PLWSPT DESCRIPTIONLLD NOTES

SPT.= 2"O.D. STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP.

ADVANCED 4 1/4" HSA TO 14.6 BGS

BEGAN NQ CORE AT 14.6' USING A #6

IMPREGNATED BIT.

RUN 1 -

START: 1319

STOP: 1327

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

MB = MECHANICAL BREAK

RUN 2 -

START: 1334

STOP: 1341

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

RUN 3 -

START: 1346

STOP: 1352

DOWN PRESSURE: WEIGHT OF STEEL

WATER PRESSURE: 100 PSI

GROUTED FROM 26.4' TO GROUND SURFACE ON

4/19/17 USING (2) 94 LB SACK PORTLAND

CEMENT. MIXED 8 GAL PUBLIC WATER AND 5

LBS QUIK-GEL PER SACK OF PORTLAND

LEAN CLAY (CL), BROWN, MOIST.

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, SOFT.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN TANNISH GRAY, MOIST, SOFT TO MEDIUM STIFF.

SILT (ML).

SILT (ML), BROWN TANNISH GRAY, WET, SOFT, TRACE FINE GRAVEL.

LIMESTONE, SLIGHTLY WEATHERED, MASSIVE, FOSSILIFEROUS, LAYER RQD = 100%.

MECHANICAL BREAK.

LIMESTONE, SLIGHTLY WEATHERED, MASSIVE, LAYER RQD = 95%.

FRACTURE; CLUSTER OF STYLOLITES FROM 17.9' TO 18.2'.

FRACTURE.

FRACTURE; COARSE CRYSTALLINE, MUDDY LS @ CONTACT.

FRACTURE.

SHALE, COMPLETELY WEATHERED.

FRACTURE; EVIDENCE OF KARSTIC ACTION.

MECHANICAL BREAK; EVIDENCE OF KARSTIC ACTION.

LIMESTONE, SLIGHTLY WEATHERED, LAYER RQD = 94%.

MECHANICAL BREAK.

SHALE, COMPLETELY WEATHERED.

STYLOLITE.

FRACTURE; 23' TO 24.5' ENTRAINED FOSSIL CLASTS (HIGHLY FOSSILIFEROUS).

MECHANICAL BREAK.

STYLOLITE.

FRACTURE.

MECHANICAL BREAK.

411.00

14.60

3 37

G.S.E. 437.40

REFUSAL

04/19/17

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17-JBNC-SB-07

N 970400.111 E 879794.849

20 APR 17

17-JBNC-SB-08

N 970207.116 E 879818.449

19 APR 17

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-204

PHASE 1 - COLUMBARIUM D

BORING LOGS

17-JBNC-SB-07 & 17-JBNC-SB-08

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-205

PHASE 1 - COLUMBARIUM D

17-JBNC-SB-01 & 17-JBNC-SB-02

DRILLING LOGS

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-206

PHASE 1 - COLUMBARIUM D

17-JBNC-SB-03 & 17-JBNC-SB-04

DRILLING LOGS

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-207

PHASE 1 - COLUMBARIUM D

17-JBNC-SB-05 & 17-JBNC-SB-06

DRILLING LOGS

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

B-208

PHASE 1 - COLUMBARIUM D

17-JBNC-SB-07 & 17-JBNC-SB-08

DRILLING LOGS

FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

FILL WITH FLOWABLE FILL

TO A SLOPE OF 0.5:1 OR FLATTER

REMOVE OVERHANG BY TRIMMING

AT A SLOPE OF 0.5:1 OR FLATTER

FILL WITH FLOWABLE FILL

0.5

PROMONTORIES

REMOVE POINTS AND

6" M

FLOWABLE FILL

CRACKS, AND SEAMS.

AND CLEAN SHEAR ZONES, CAVITIES,

REMOVE LOOSE MATERIAL

6" MIN.

FLOWABLE FILL

FILL WITH FLOWABLE FILL

TOP OF SOUND ROCK

FILL WITH FLOWABLE FILL

TOP OF SOUND ROCK

SCALE: N.T.S.

TYPICAL FOUNDATION TREATMENT DETAIL

SCALE: N.T.S.

TREATMENT OF ROCK SURFACES- THIN SURFACE CRACKS

SCALE: N.T.S.

TREATMENT OF ROCK SURFACES- OPEN FISSURES

SCALE: N.T.S.

TREATMENT OF ROCK SURFACES- HOLES OR SOLUTION CHANNELS

SCALE: N.T.S.

TREATMENT OF ROCK SURFACES- OVERHANGS AND IRREGULAR SURFACES

SCALE: N.T.S.

FILLING IN THE WEATHERED ZONES WITH FLOWABLE FILL

MIN. 1' THICK

LOG, FILL WITH FLOWABLE FILL

50% AS NOTED ON THE BORING

ZONE WITH AN RDQ LESS THAN

REMOVE HIGHLY WEATHERED

B-501

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

FLOWABLE FILL DETAIL

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

DENTAL FILLING BY FLOWABLE FILL

OFF-SITE CLAY PLUS POLYMER (PERMEABILITY < 10E-7 cm/s)

ON-SITE CLAY FILL (PERMEABILITY < 10E-7 cm/s)

IN-SITU SOIL

WATER LEVELS

ROCK

B-501

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

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

RTW22

5' FES W/ 24" HDPE PIPE

FES1

RTW18

10in HDPE

PIPE5

6' FES 30" RCP

FES2

MH1

RTW21

RTW17

RTW23

RTW19

6" HDPE

PIPE1

6" HDPE

PIPE2

15" RCP

PIPE6

PIPE DIRECTION

PIPE101

15" RCP

PIPE7

MH2

2-FT. LENGTH 2-FT. WIDE NA

CI2

2-FT. LENGTH 2-FT. WIDE NA

CI1

WSEE PICTURE

WV4

PUNCHED 1/2 RB

RTKCP1

18" RED OAK

TREE3

WWV5

WWV100

BENCH4

WV3

BENCH3

35" WHITE OAK

TREE2

WWV2

24" HDPE

PIPE8

2.5X1.5'

ROCK2

2X2.5'

ROCK1

2.35-FT. LENGTH 1.75-FT. WIDE NA

GI2

2.35-FT. LENGTH 1.75-FT. WIDE NA

GI1

2X2.5'

ROCK3

24" DIAMETER-FT. LENGTH 24" DIAMETER-FT. WIDE NA

GI3

PIPE DIRECTION

PIPE102

3X2'

ROCK4

CONC39

RTW12

RTW11

RTW10

RTW13

RTW14

CONC38

RTW16

RTW15

TOP OF PIPE FOR DIRECTION

PIPE9

8.5X3'

ROCK6

CONC40

CONC41

5.5X5'

ROCK5

CONC12

CONC11

WWV1

CONC14

CONC13

CONC18

CONC16

CONC15

CONC17

CONC22

CONC21

CONC19

CONC20

CONC26

CONC25

CONC23

CONC24

SIGN14

SIGN13

ONE WAY SIGN

SIGN16

SIGN6

SIGN5

SIGN11

SIGN12

CONC27

CONC28

CONC29

CONC30

CONC31

CONC32

SIGN10

SIGN9

SIGN8

SIGN7

R C P

24"

HDPE

CP1

SIGN6

SIGN4

SIGN8

SIGN7

SIGN5

SIGN3

GI1

GI2

CI2

CI1

GI3

FES1

FES2

6" HDPE

EOP6

EOP9

EOP7

EOP5

EOP2

EOP1

EOP4

EOP3

EOP8

BENCHSSMH1

SSMH2

F L

SIGN9

" H

DPE

/ 3

0" R

V C

8" PVC

" P

V C

" S

A N

A R

" R

C P

12" RCP

" R

C P

HDPE

6" HDPE

15" RCP

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

4+68

CD101

AAMRCM

20' 40'0

(NOT TO SCALE)

CIVIL DEMOLITION PLAN

MIRAVALLE RD.

G E

N T

R Y R

SEE NOTE 2.

SERVICE VALVE.

REPLACE WATER

REMOVE AND

SEE NOTE 3.

SERVICE VALVE.

REPLACE WATER

REMOVE AND

SEE NOTE 1.

CATCH BASIN.

EXISTING CURB

REPLACE

REMOVE AND

SITE LOCATION

STA. 4+39.65

FROM STA. 1+23.35 TO

AND REMOVE CURB

EDGE OF PAVEMENT

CURB FULL DEPTH AT

SAWCUT EXISTING

SEE CALLOUTS FOR SPECIFIC DISPOSITION

REMOVALS FOR RELOCATION OR DISPOSAL,

CLEAR & GRUB

INV. EL.444.95

EXISTING INLET

INV. EL.445.01

EXISTING INLET

INV. EL. 433.91

SECTION

EXISTING FLARED END

INV. EL.434.71

EXISTING PIPE

DETAILS.

SS301 AND SS302 FOR

HEADWALL. SEE SHEET

SECTION WITH NEW

EXISTING FLARED END

REMOVE AND REPLACE

19' OF 30" RCP.

ENTIRELY, REMOVE

REMOVE 24"HDPE

LINE (OUTLET END).

REMAINING 14' AT EXCAVATION

FROM BACK OF CURB. CAP

DRAIN PIPE TO WITHIN 10.5'

REMOVE 149 LF OF 12" HDPE

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

SEE NOTE 21.

MAINTAIN IN PLACE.

FROM 30" RCP AND

REMOVE 10" PVC

GENERAL SHEET NOTES

KEY MAP

LEGEND

SCALE: 1" = 20'

CIVIL DEMOLITION PLAN

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NEW PVC SECTION WITH A PVC UNION.

IF THE PVC PIPE IS DAMAGED, REMOVE DAMAGED END AND SPLICE-IN

PIPE SO THAT IT MAY BE REINSERTED INTO THE NEW 66" MANHOLE.

21. DURING THE REMOVAL OF THE 30" RCP, CHISEL OUT THE 10" PVC

JBNC MAINTENANCE GATE.

ALL CONSTRUCTION TRAFFIC SHALL ENTER OR EXIT THROUGH THE

EXIT THROUGH THE MAIN JBNC ENTRANCE AT JEFFERSON DRIVE.

20. NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED TO ENTER OR

OCCURS USING STREET CLEANING EQUIPMENT.

ADJACENT PUBLIC STREETS SHALL BE CLEANED OFF DAILY AS IT

CLEAN OF CONSTRUCTION DIRT AND MUD. CEMETERY ROADS AND

19. EXISTING ROADWAYS THROUGHOUT CEMETERY MUST BE KEPT

PRE-CONSTRUCTION CONDITIONS.

RESTORED AS SHOWN ON THE DRAWINGS OR TO

18. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE

CONTRACTORS EXPENSE.

17. ALL DEBRIS SHALL BE LEGALLY DISPOSED OF OFF SITE AT THE

TO REMOVAL.

MARKED BY THE CONTRACTOR AND APPROVED BY THE COR PRIOR

16. ALL TREES AND TREE LINES INDICATED TO BE REMOVED SHALL BE

PLACE PRIOR TO SITE CLEARING.

15. 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

14. ALL TREE PROTECTION AREAS SHALL BE PROTECTED FROM SOIL

WITHIN THE TREE PROTECTION AREA IS PROHIBITED.

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

13. THE CLEANING OF EQUIPMENT, STORAGE OF MATERIALS OR

ARE TO OCCUR WITHIN THE TREE PROTECTION AREAS.

12. NO PARKING, STORAGE OR OTHER CONSTRUCTION SITE ACTIVITIES

REPLACED AND/OR REPAIRED AS NEEDED OR DIRECTED BY COR.

11. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND

LANDSCAPING IS INSTALLED.

TREE PROTECTION DEVICES MUST REMAIN IN PLACE UNTIL FINAL

ANY CLEARING, GRUBBING OR GRADING.

10. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO

TO AN EXISTING JOINT OR TO A JOINT SAWED FULL DEPTH.

IMPROVEMENTS ARE TO BE LEFT IN PLACE, THEY SHALL BE REMOVED

SIMILAR IMPROVEMENTS AND WHERE A PORTION OF SUCH

9. IN REMOVING PAVEMENT, CURB, GUTTER, WALKWAYS AND OTHER

8. BURNING ON-SITE WILL NOT BE PERMITTED.

PLAN TO VERIFY SITE ELEMENTS TO BE REMOVED.

7. COORDINATE DEMOLITION PLAN AND GRADING PLAN AND UTILITY

6. SAW CUT ASPHALT PAVING AS SHOWN ON PLANS.

OR UTILITY INTERFACES PRIOR TO COMMENCING CONSTRUCTION.

LOCATIONS AND ELEVATIONS OF EXISTING SEWERS OR MANHOLES

FACILITIES, LATEST EDITION. CONTRACTOR TO VERIFY THE

CONSTRUCTION SPECIFICATION FOR SEWERS AND DRAINAGE

METROPOLITAN ST. LOUIS SEWER DISTRICT (MSD) STANDARD

5. ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

CONSTRUCTION.

WITH ALL LOCAL UTILITY COMPANIES PRIOR TO START OF

LIMITS OF THE WORK. CONTRACTOR TO CONTACT AND COORDINATE

UTILITY PERSONNEL THE LOCATIONS OF ALL UTILITIES WITHIN THE

CONTRACTORS RESPONSIBILITY TO VERIFY WITH THE APPROPRIATE

RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE

SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES THAN THOSE

4. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS

SYSTEM.

CONNECTION TO P.O.C. VAULT ESTABLISHED FOR NEW IRRIGATION

3. EXISTING WATER SERVICE VALVE TO BE REMOVED AND NEW

NEW LOCATION BEHIND NEW CURB LOCATION.

2. EXISTING WATER SERVICE VALVE TO BE REMOVED AND REPLACED IN

CATCH BASIN, MAINTAINING CURRENT INVERT EL. 445.95

1. EXISTING CURB CATCH BASIN TO BE REPLACED WITH NEW FLUSH

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

CI5

H D

P E

" H

E L L

A L R

C P

E X

P A

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

430 430

440440

C P

CD102

EXCAVATION PLAN

A V

A L L E R

GENTRY RD.

OF FLOWABLE FILL

EXPECTED EXTENTS

HEADWALL

STORMWATER

FOR NEW

EXCAVATION

EXCAVATION EXTENTS

EXISTING SANITARY SEWER DO NOT DISTURB

E 879772.77

N 970409.08

E 879768.41

N 970406.41

E 879775.05

N 970428.66

E 879770.69

N 970425.86

EL 435.44

E 879850.01

N 970518.82

EL 437.59

E 879862.79

N 970497.80

EL 438.88

E 879864.45

N 970477.87

EL 438.88

E 879865.11

N 970469.90

EL 440.70

E 879866.76

N 970449.97

EL 436.95

E 879869.07

N 970422.06

BREAKLINE

EXCAVATION

EL 429.88

E 879863.40

N 970357.37

EL 426.67

E 879874.86

N 970352.30

EL 426.67

E 879875.52

N 970344.33

EL 424.63

E 879865.06

N 970337.44

EL 422.50

E 879867.37

N 970309.54

EL 422.50

E 879868.03

N 970301.57 EL 423.41

E 879870.35

N 970273.66

EL 424.20

E 879881.81

N 970268.59

EL 424.20

E 879882.47

N 970260.62

EL 423.45

E 879872.66

N 970245.76

EL 424.20

E 879884.12

N 970240.69

EL 424.20

E 879884.78

N 970232.71

OF FLOWABLE FILL

EXPECTED EXTENTS

EL 426.84

E 879813.97

N 970529.88

EL 423.72

E 879804.17

N 970515.02

EL 423.72

E 879804.83

N 970507.04

EL 425.90

E 879811.30

N 970501.56

EL 425.90

E 879811.97

N 970493.59

EL 425.90

E 879801.50

N 970486.70

EL 425.90

E 879802.16

N 970478.73

EL 426.88

E 879808.64

N 970473.24

EL 426.88

E 879809.30

N 970465.27

EL 426.37

E 879799.49

N 970450.41

EL 425.98

E 879805.97

N 970444.92

EL 425.98

E 879806.63

N 970436.95

EL 426.00

E 879796.16

N 970430.06

EL 426.00

E 879796.83

N 970422.09

EL 426.00

E 879803.30

N 970416.61

EL 426.00

E 879803.96

N 970408.63

EL 428.40

E 879793.50

N 970401.75

EL 427.00

E 879794.16

N 970393.77

EL 425.55

E 879809.75

N 970338.87

EL 425.19

E 879804.27

N 970332.40

EL 425.19

E 879804.93

N 970324.43

EL 424.27

E 879816.39

N 970319.36

EL 424.27

E 879817.05

N 970311.38

EL 424.36

E 879811.56

N 970304.91

EL 424.36

E 879812.23

N 970296.94

EL 423.46

E 879823.24

N 970291.83

EL 423.46

E 879823.90

N 970283.86

EL 422.78

E 879831.64

N 970256.40

EL 422.90

E 879838.94

N 970228.91

EL 422.90

E 879838.28

N 970236.88

EL 422.98

E 879826.82

N 970241.95

EL 422.98

E 879826.16

N 970249.93

EL 422.78

E 879830.98

N 970264.37

EL 423.69

E 879819.52

N 970269.44

EL 423.69

E 879818.86

N 970277.42

BREAKLINE

EXCAVATION

EL. 440.00

FLOWABLE FILL EL. 433.50

FILL

FLOWABLE

EL. 431.00

FILL

FLOWABLE

N .5

AND LEFT IN PLACE

PIPE TO BE CAPPED

14' OF REMAINING

EXTENTS

EXCAVATION

NEW MANHOLE

EXCAVATION FOR

FILL

FLOWABLE

EXTENTS OF

EXPECTED

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

BREAKLINE

EXCAVATION

PIPE REROUTE

STORMWATER

EXCAVATION FOR

THIS LOCATION! SEE NOTE 4.

THE SANITARY SEWER

WHEN EXCAVATING OVER

EXERCISE EXTREME CAUTION

THIS AREA, SEE NOTE 5

SEWER SHOULD BE IN

COVER OVER SANITARY

APPROXIMATELY 2' OF PIPE

EL. 425.00

E 879805.78

N 970386.71

EL. 425.00

E 879807.27

N 970368.77

EL. 424.02

E 879796.97

N 970359.89 EL. 424.02

E 879797.63

N 970351.92

EL. 425.55

E 879809.09

N 970346.85

EL. 432.00

E 879834.39

N 970206.05

EL. 432.00

E 879841.04

N 970192.61

EL. 432.00

E 879812.97

N 970195.46

EL. 431.30

E 879810.49

N 970194.23

EL. 431.30

E 879817.29

N 970180.86

EL. 432.00

E 879819.62

N 970182.01

EL. 423.45

E 879872.00

N 970253.73

EL. 424.20

E 879880.15

N 970288.52

EL. 423.41

E 879869.69

N 970281.63

EL. 424.20

E 879879.49

N 970296.50

EL. 425.47

E 879877.84

N 970316.43

EL. 425.47

E 879877.18

N 970324.40

EL. 424.63

E 879865.72

N 970329.47

EL. 434.36

E 879859.27

N 970407.21

EL. 436.61

E 879860.48

N 970525.71

EL. 426.84

E 879814.63

N 970521.90

EL. 426.37

E 879798.83

N 970458.38

EL. 422.90

E 879857.58

N 970234.47

EL. 422.34

E 879855.93

N 970248.38

EL. 422.10

E 879854.55

N 970262.32

EL. 422.17

E 879852.95

N 970276.23

EL. 422.24

E 879851.34

N 970290.15

EL. 422.30

E 879849.73

N 970304.06

EL. 422.37

E 879848.12

N 970317.98

EL. 422.40

E 879846.77

N 970331.91

EL. 425.00

E 879842.31

N 970345.59

EL. 428.59

E 879841.74

N 970359.59

EL. 428.00

FILL

FLOWABLE

EL. 432.13

E 879831.58

N 970513.28

EL. 431.90

E 879830.19

N 970527.21

1 ON 1.5

DISTURB.

DO NOT

HEADWALL

EXISTING

NECESSARY

REMOVE POST AS

BOLTED SECTION AND

REMOVE TO NEAREST

EXISTING GUARD RAIL,

A P

P R

O X

A T

E L

F S

H O

G S

E E N

O T

EL. 432.20

E 879839.72

N 970401.57

EL. 432.32

E 879836.55

N 970429.40

EL. 432.26

E 879838.13

N 970415.48

EL 435.93

E 879857.62

N 970427.13

EL 440.70

E 879867.42

N 970441.99

EL. 435.93

E 879856.96

N 970435.11

EL. 432.38

E 879834.96

N 970443.32

EL 428.50

E 879855.30

N 970455.04

EL. 432.40

E 879833.62

N 970457.25

EL. 432.80

E 879834.28

N 970471.36

EL 428.50

E 879854.64

N 970463.01

EL 435.91

E 879852.99

N 970482.94

EL 435.91

E 879852.33

N 970490.91

EL. 433.20

E 879834.95

N 970485.46

EL. 432.66

E 879833.26

N 970499.37

EL 435.44

E 879850.67

N 970510.85

EL 437.59

E 879862.13

N 970505.78

EL. 436.95

E 879869.74

N 970414.09

GENERAL SHEET NOTES

LEGEND

HAND EXCAVATION EXTENTS

SEE BORING LOGS

ADDITIONAL ROCK EXCAVATION EXPECTED,

10' 20'0F1

SCALE: 1" = 10'

EXCAVATION PLAN - PHASE 1

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

LOCATION OF EXPECTED SHORING SEE NOTE 6

1 ON 1.5

REQUIREMENTS. SEE SHEET CD201.

APPENDIX B SLOPING AND BENCHING AND ADHERE TO THE GUIDELINES EM 385-1-1, SAFETY AND HEALTH

THE CONTRACTOR SHALL DESIGN A SHORING / SLOPING SYSTEM TO MEET OSHA 29 CFR 1926 SUBPART P, 6.

BE SUFFICIENT COVER OVER THE SANITARY SEWER IN THIS LOCATION.

CONTRACTOR SHALL VERIFY DEPTH OF SANITARY SEWER PRIOR TO MAIN EXCAVATION. THERE SHOULD 5.

SIDE OF SANITARY SEWER.

EXCAVATE BY HAND TO REMOVE THE EXISTING STORM PIPE IN THIS LOCATION. HAND DIG ZONE 4' EITHER 4.

PROCESS.

ADJUSTMENT OF THE EXTENTS OF THE TEMPORARY CHAIN LINK FENCE IS EXPECTED DURING THIS 3.

THE SITE.

NEEDED FOR THE INSTALLATION OF THE MANHOLE AND STORMWATER REDIRECT PIPE TO THE NORTH OF

IT IS FULLY EXPECTED THAT EVEN WITH THE STEEP SIDE SLOPES SOME TEMPORARY SHORING WILL BE 2.

INFRASTRUCTURE.

MINIMUM OF 1' THICK FLOWABLE FILL. 1 ON 1.5 SIDE SLOPES SHOWN TO MINIMIZE IMPACT ON ADJACENT

DEEP EXCAVATION SHOWN FOR STABILIZATION OF SITE. BOTTOM OF EXCAVATION IS FILLED WITH A 1.

EL 436.61

E 879859.82

N 970533.68

EL. 446.00

E 879873.35

N 970519.75

EL. 446.00

E 879874.56

N 970525.09

EL. 446.00

E 879873.98

N 970533.85

EL. 446.00

E 879882.92

N 970534.59

EXTENTS

EXCAVATION

EL. 446.00

E 879883.64

N 970525.84

EL. 446.00

E 879884.07

N 970520.64

EL. 446.00

E 879873.26

N 970511.72

EL. 446.00

E 879884.73

N 970512.67

BREAKLINE

EXCAVATION

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

C G

C 1 C

C G

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A of Veterans Affairs

U.S. Department

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

460460

0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 3+98

460460

0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00

CD201

SCALE: 1" = 10'

U.S. ARMY CORPS OF ENGINEERS

ST. PAUL, MINNESOTA

ST. PAUL DISTRICT

U.S. ARMY CORPS OF ENGINEERS

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI

PROFILE THRU EXCAVATION 50' FROM GENTRY ROAD

E L E

V A

PROFILE THRU EXCAVATION 80' FROM GENTRY ROAD

E L E

V A

E L E

V A

N E

L E

V A

SCALE: 1" = 10'

PROFILE THRU EXCAVATION 10' FROM GENTRY ROAD

E L E

V A

E L E

V A

NORTH

SOUTH

WEATHERED ROCK ZONE

MIRAVALLE ROAD

BACK OF CURB

HEALTH REQUIREMENTS.

BENCHING AND ADHERE TO THE GUIDELINES EM 385-1-1, SAFETY AND

MEET OSHA 29 CFR 1926 SUBPART P, APPENDIX B SLOPING AND

THE CONTRACTOR SHALL DESIGN A SHORING / SLOPING SYSTEM TO

HEALTH REQUIREMENTS.

BENCHING AND ADHERE TO THE GUIDELINES EM 385-1-1, SAFETY AND

MEET OSHA 29 CFR 1926 SUBPART P, APPENDIX B SLOPING AND

THE CONTRACTOR SHALL DESIGN A SHORING / SLOPING SYSTEM TO

HEALTH REQUIREMENTS.

BENCHING AND ADHERE TO THE GUIDELINES EM 385-1-1, SAFETY AND

MEET OSHA 29 CFR 1926 SUBPART P, APPENDIX B SLOPING AND

THE CONTRACTOR SHALL DESIGN A SHORING / SLOPING SYSTEM TO

EXISTING GRADE

STRIPPED GRADE

EXISTING GRADE

EXCAVATION PROFILES

PHASE 1 - COLUMBARIUM D FOR CONSTRUCTION

NATIONAL CEMETERY

JEFFERSON BARRACKS

SSMH2

F L

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

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

8.5' X 3' LANDSCAPING ROCK

24" SHRUB

3+00

3+50

4+00

4+50

4+68

CG101

ST. PAUL DISTRICT

ST. LOUIS DISTRICT

CIVIL GRADING PLAN (1 OF 6)

DISTURB

MANHOLE, DO NOT

SANITARY

EXISTING

SLOPE

1V:4H

TOE OF

VEGETATION

WOODY

EDGE OF

SLOPE

1V:4H

TOE OF

INLET

WORK

LIMITS OF

WORK

LIMITS OF

WORK

LIMITS OF

MIRAVALLE RD.

G E

N T

R Y R

WORK

LIMITS OF

F L O

1V:4H SL

F L

O W

F L

O W

FLOW FLOW

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

FLOW

F L

O W

BOX TYP.

PLANTER

F L

O W

F L

O W

STATION TYP.

WATERING

FLOWER

FLOW

LOW BERM WITH 1V:4H SIDES & DRAINAGE DITCH

PHASE 1 - COLUMBARIUM D

COLUMBARIUM TYP.

INLET

TYP.

FENCE

SILT

FENCE

CHAIN LINK

TEMPORARY

INLET

MANHOLE #2

MANHOLE #1

F L

O W

FLOW

(NOT TO SCALE)

KEY MAP

GENERAL SHEET NOTES

ELEVATIONS AND SCHEDULE.

2. SEE STORM SEWER PLAN SHEETS CU101 AND CU102 FOR INVERT

KEPT TO A MINIMUM.

WORK LIMITS ADJACENT TO EXISTING PROTECTED TREES SHALL BE

EXISTING TREES AT ALL TIMES. CONSTRUCTION TRAFFIC WITHIN

LIMITS. CONTRACTOR TO SHALL AVOID DAMAGING OR REMOVING

1. ALL SITE WORK TO BE PERFORMED WITHIN DESIGNATED WORK

SCALE: 1" = 10' 10' 20'0

CIVIL GRADING PLAN (1 OF 6)

MATCH LINE STA. 2+80.00,

SEE SHEET CG103

FOR CONSTRUCTION

SITE LOCATION

FLOW

WALL TYP.

RAMP RETAINING

F L

O W

F L

O W

NATIONAL CEMETERY

JEFFERSON BARRACKS

PHASE 1: COLUMBARIUM D

MAY 2018

U.S. ARMY CORPS OF ENGINEERS

1V:4H SL

1V:4 H S

1V:4H SL

1V:29H SL

1V:50H SL

V :2

H S

CG301

CG302

CG303

CG302

CG303

CG304

SSMH2

F L

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

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

R I C

N T

VETERANS

A F F

A I R

ATIONAL

EMETERY

DMINISTRATION

852-CM3-038NCA:

CONTRACT NO: W912P9-17-C-00XX

SOLICITATION NO: W912P9-18-R-0031

8.5' X 3' LANDSCAPING ROCK

24" SHRUB

EL.450.46

E879809.66

N970533.53

EL.450.63

E879858.90

N970532.60

EL.450.54

E879859.40

N970526.62

EL.450.36

E879849.10

N970517.74

EL.450.27

E879849.59

N970511.76

EL.450.09

E879799.69

N970520.66

EL.450.15

E879810.65

N970521.57

EL.450.14

E879805.25

N970514.10

EL.450.10

E879805.74

N970508.12

EL.449.92

E879801.34

N970500.73

EL.449.65

E879797.02

N970492.35

EL.449.83

E879807.98

N970493.26

EL.449.55

E879798.67

N970472.42

EL.449.55

E879804.65

N970472.91

EL. 449.56

E 879875.13

N 970439.79

EL. 449.63

E 879873.44

N 970439.65

EL. 452.39

E 879870.83

N 970471.04

EL. 451.68

E 879885.93

N 970454.34

EL. 452.96

E 879883.47

N 970483.97

EL. 452.70

E 879883.32

N 970485.79

EL. 447.53

E 879878.10

N 970361.60

EL 448.62

E 879789.01

N 970407.39

EL 448.65

E 879790.75

N 970386.47

EL 448.84

E 879795.07

N 970394.85

EL 448.95

E 879793.34

N 970415.78

EL 448.89

E 879794.58

N 970400.83

EL 448.91

E 879799.98

N 970408.30EL 448.95

E 879799.31

N 970416.28

EL. 449.00

E 879861.92

N 970399.39

EL. 449.01

E 879869.90

N 970400.06

EL 449.02

E 879804.88

N 970409.71

EL. 449.04

E 879902.57

N 970395.74

EL 449.05

E 879804.38

N 970415.69

EL 449.05

E 879797.74

N 970423.17

EL 449.09

E 879858.85

N 970400.14

EL. 449.08

E 879875.46

N 970393.49

EL 449.23

E 879791.68

N 970435.71

EL. 449.11

E 879869.24

N 970408.03

EL 449.14

E 879797.24

N 970429.15

EL 449.26

E 879802.64

N 970436.62

EL 449.19

E 879858.36

N 970406.12

EL 449.24

E 879796.00

N 970444.10

EL 449.30

E 879801.98

N 970444.59

EL. 449.22

E 879874.47

N 970405.45

EL. 449.37

E 879867.58

N 970427.96

EL 449.32

E 879794.35

N 970464.03

EL 449.32

E 879807.54

N 970438.03

EL. 449.43

E 879859.61

N 970427.30

EL. 449.28

E 879861.26

N 970407.37

EL 449.29

E 879868.66

N 970415.00

EL 449.35

E 879807.05

N 970444.01

EL 449.32

E 879868.16

N 970420.98

EL 449.43

E 879800.41

N 970451.49

EL 449.43

E 879856.54

N 970428.05

EL. 449.33

E 879873.64

N 970415.42

EL. 449.50

E 879866.92

N 970435.93

EL. 449.50

E 879872.40

N 970430.37

EL. 449.51

E 879858.95

N 970435.27

EL 449.47

E 879799.91

N 970457.47

EL 449.41

E 879856.04

N 970434.03

EL 449.43

E 879805.31

N 970464.94

EL. 449.44

E 879875.89

N 970430.66

EL. 449.65

E 879857.29

N 970455.20

EL. 449.53

E 879901.59

N 970407.68

EL 449.58

E 879866.34

N 970442.91

EL. 449.54

E 879875.23

N 970438.63

EL 449.54

E 879810.21

N 970466.35

EL 449.66

E 879854.22

N 970455.95

EL 449.64

E 879865.85

N 970448.89

EL. 449.72

E 879865.27

N 970455.86

EL. 449.75

E 879856.63

N 970463.18

EL. 449.59

E 879871.74

N 970438.34

EL 449.60

E 879809.72

N 970472.33

EL 449.74

E 879853.73

N 970461.93

EL 449.65

E 879803.08

N 970479.80

EL. 449.82

E 879864.61

N 970463.84

EL 449.68

E 879802.58

N 970485.78

EL. 449.68

E 879891.62

N 970406.88

EL 449.89

E 879864.03

N 970470.81

EL. 449.85

E 879854.98

N 970483.11

EL 449.87

E 879812.88

N 970494.67

EL 449.97

E 879863.53

N 970476.79

EL. 449.90

E 879862.95

N 970483.77EL 449.92

E 879851.91

N 970483.86

EL. 449.92

E 879900.76

N 970417.64

EL. 449.93

E 879854.32

N 970491.08

EL…

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