B08_Attachment_3_-_Drawing_-_VICK_310725_324137.pdf

PDF 41 MB Posted Aug 15, 2025

Attached to: VICK 209252 Stabilize Mint Spring Bayou & VICK 310 Federal contract opportunity
Solicitation number: 140P2025R0092
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Aug 15, 2025

This file is a detailed engineering design document for terrace repairs at Vicksburg National Cemetery in Warren County, Mississippi. The project involves stabilizing a slope using a soldier pile and lagging wall system, with HP 14x102 and HP 18x135 soldier piles installed at 8.5-foot spacing, utilizing 6-strand and 9-strand anchors. The design includes a comprehensive set of technical drawings covering wall profiles, cross-sections, anchor details, underdrain systems, and stormwater pollution prevention plans.

Key technical elements include a proposed buttress, geogrid-reinforced slopes with varying slope ratios (2.5H:1V to 4H:1V), concrete paved ditches, French drain installations, and erosion control measures. The project is part of a broader National Park Service initiative (Solicitation No. 140P2025R0092) to stabilize terraces and graves at the Vicksburg National Cemetery. The design documents are dated May 2025 and were prepared by Stantec Consulting Services Inc. for the U.S. Army Corps of Engineers Vicksburg District, with detailed specifications for materials, construction techniques, and environmental protection strategies.

View the file

Other files for this federal contract opportunity

Other files attached to VICK 209252 Stabilize Mint Spring Bayou & VICK 310, newest first.
File	Type	Posted
Sol_140P2025R0092_Amd_0002.pdf	PDF	Sep 22, 2025
Sol_140P2025R0092_Amd_0001.pdf	PDF	Sep 11, 2025
Sol_140P2025R0092.pdf	PDF	Aug 15, 2025
B08_Attachment_2_-_Drawing_-_VICK_209252.pdf	PDF	Aug 15, 2025
B08_Attachment_6_-_Wage_Determination_MS20250069_01_03_2025.pdf	PDF	Aug 15, 2025
B08_Attachment_7_-_Proposal_Submission_Package.pdf	PDF	Aug 15, 2025
B08_Attachment_1_-_Specifications_-_VICK_209252_310725_324137.pdf	PDF	Aug 15, 2025
B08_Attachment_4_-_Appendices_-_VICK_209252.pdf	PDF	Aug 15, 2025
B08_Attachment_5_-_Geotech_Report_-_VICK_310725_324137.pdf	PDF	Aug 15, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S H

E E

T S

C O

V E

R S

H E

E T

G-001

R A

P E

N A

S H

E E

VICKSBURG DISTRICT

W912EE-20-D-0004

WARREN COUNTY, MS

VICKSBURG NATIONAL CEMETERY TERRACE REPAIRS, VICK 310725 / 324137

VICKSBURG, MISSISSIPPI

MAY 2025

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

D E

N C

O M

P L

E T

E S

U B

T A

E E

-2

-D -0

T E

R R

A C

E R

E P

S V

K S

B U

R G

N A

L C

E M

E T

E R

W A

R R

E N

C O

U N

T Y

K S

B U

R G

C L

A Y

S T

R E

E T

K S

B U

R G

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

E -2

-D

-0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

S E

R V

S I

N C

B A

T O

N R

O U

G E

E N

A M

C h ie f, D e s ig n B ra n c h

C O

L E

N D is tr ic t

E n g in e e r

A P

P R

O V

A L

R E

C O

M M

E N

D E

D B

A P

P R

O V

E D

B Y

C h ie f, E n g in e e ri n g

C o n s tr u c ti o n D iv is io n of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

G -0

C o v e r

S h e e t.

d g n

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

H E

P R

O J E

C T L

O C

A T

N V

Y M

A P

E X T

O D

R A

G S

G-002

R A

J P

H E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

1 00 1

1 0 1 2 3 4

2 3

SCALE IN MILES

SCALE IN KILOMETERS

2 5

RD.

MITCHELL LN.

FRANKLIN LN.

CHICKASAW

Inset B Long Lake

Grange

Waltersville

Bayou

Brown

McNutt

Lake Little Flat

Indian Camp

TOGO ISLAND

Lake

Thomas

John

TENSAS PARISH

H U

R R

N D

D L E

P A L

M Y R

R 1 E

Lake

Duck

Lake

Chute

D A

Lake

Long

A N

INDEFINITE

ISLAND

Palm yra

Lake

TOGO

O ld

Cypress

Ch u te

Chute

NO. 106

LAN

P A L

M Y R

INDEFINITE

DIAMOND POINT

57 6

C O

M P

A N

E R

R 2 E

BLACK

o r t

G ib s o n

R 3 E

B ig

TOWHEAD

RACETRACK

TOWHEAD

MADISON PARISH

CLAIBORNE COUNTY

Little

Long

Hole

Blue

Lake

Bogue

Desha

12 42

Lake

Horseshoe

Lake

Paine

DIAMOND ISLAND

DIAMOND

Hodges

Lake

ISLAND

Lake

Cook

6 7

LIS

H E D5

I P

SSI

L E

T O

U R

N E

A U

R U

RD.

CARLISLE

A N

T O

W N

D e s h a

B o g u e

H T

S O

N .0

Yokena

O F38

104.8

P O

R T

P O

W E

RD.

Kimberly

CALLEN DR.

COTTONWOOD

JEF

DR.

MONK

JONES

DAVIS

RD.25

RD.

Swamp43

D O

G W

O O

R D

DAVIS

TOMIL DR.

H A

N K

S O

GULLET

R D

W R

H T

R D

FFP

a c e s

Campbell

RD.

S W

A M

Jeff Davis

CAM

PBELL

RD.

R D

116.5

E S

TAB

S H E D

Cedars

Inset F

Paces

RD.

P I

Simrall

H e n n e s s e y s

RD.

KIRKLAND RD.

(Glass)

Le Tourneau

MYRTLE

PL.

G L

ASS

VICKSBURG

G A S

Warrenton

AIRPORT

MUNICIPIAL

U N

ITED

D E

B a y o u

E R

E L

REDBONE

Redbone

B a y o u

DR.

B a y o u

DR.

STILL

FAIRVIEW

MUIRHEAD

R D

B U

R N T

RD.

F R

ALLET

H O

U S

R D

PLEASANT

LANE

BEAVER CREEK

DEERFIELD

S t o u t s

DR.

VALLEY

GRANGE

DR.

CO.

Stout

5 4

R D

DANA

PL.

SOUTH

HALL

DR.

D A

N A

QUINOLA

RD.

Hall

LANE 9

LANE

FOX RUN

Hatcher

INDEFINITE

PARISH

EAST CARROLL

Eagle

NO. 102

ISLAND

Lake

Pa ss25

PARISH

EAST CARROLL

89.4

R 1 E

D E

FIN

ITE

LO-STO RD.

Inset A

MADISON PARISH

C h u te

Brecount

Bay ou

I S

Y A Z

O O

CUTOFF

POINT

BROWNS

P P I

2 1

G S

Pa w

P a w

LAKE

EAGLE

19ESTABLISHED

Forrest

FOREST

HOME

TOWHEAD

H o m e

Chute

ALIA

LAN

E A G L E

Lake

Grassy

Pervis

Lake6

PARISH

MADISON

EAGLE

LAKE

BOUNDARY

CIRCLE

SIS

Halpino Lake

ISLAND

PAW PAW

Lake

PAW PAW

RD.

E S T A B L

H E

Eagle Bend

ISLAND

BELL

SHORE 3 RD.

LEVEE

DR.

KLEIN

K E

BAYOU RD.

MUDDY

Br.

Muddy

S te e le

L O

N G

C H

K A S

A W

R D

To Tallulah

Y A Z

O O

CENTENNIAL

KINGS POINT

RIVER

P O

16 15 R

Wilto n

Ba yo u

KINGS

Bayou Willow

O L D

E R

RD.

POIN

6 5

Lake

Whiteman

Lake

Fish

1.1

Centennial

C U T-

POINT

DELTA

Lake

B a y o u

D E

N D

22 34

CANAL

VICKSBURG

Long

E R

HARBOR

La ke

L A

K E

R D

Channel

O ld

Lake

Taylor

A Q

U E

U N

T Y

R D

Lake

Alligator

Slough Boat

LANEY CAMP RD.

Bellevue

Lake

Goose

Lake

Brushy

La ke

Brunswick

ISLAND RD.

AUSTRALIA

B R

U N S

ZIGLERCh ot ar d

6 RD.

ROAD-RUNNER

ST.

Lake

Jones

5 4

TREATY

INDIANOLD

BOUNDARY

R 2 E

R 3 E

B A X

D R

ELLISON RD.

SCOTT

DR.

C. J. FISHER

Markham

DRAKE RD.

R D

H E

N N

G T O

D U

D L E

S H

E R

A R

D .R

Pond

Beaver

BIG

BLACK

E R

R O S S

P r ic e

R D

Cr.

C A

M P

B E L L

S W

A M

B a y o u

J im s

RD.

R D

CLAIBORNE COUNTY

R 4 E

Lake

Horseshoe

Lake

Baker

B a y o u

F E

R R

H a m e r

RD. Lake

Slough

Ben

Lake

Carter

West

Congo

LONG

ELM

DR.

NAILORE

A S T

D R

RD.

GOODRUM

LN.

JOYCE

WOODHAM

D A V

ACRES RD.

RIDGEVIEW

RD.7

C r e e k

R e d b o n e42

R D

F U

N C

H E S

Big BlackRD.

FISHER

Inset G

RD.

VANN DR.

CARVER DR.

NAILOR

UNITED

MISSISSIPPI

R D

FIS

H E R

F E

R R

GROVE CIR.

SHADY

Lake

C L A

POWER

RD.

POOLES

GAS

CIR.

WASHINGTON

ROLLINGWOOD

LOWERY

HALLS

GIBSON

EST. DR.

RD.

VINES RD.

RD.

OLD

LEE

RD.

S W

E E T

G U

D R

H a m e r

F O

N S

Y L V

A N

SOUTHPARK

BARROW LN.

S P

DR.

R D

S P

TIM

B a y o u

27 26

BENARD DR.

CHARPING

R D

NINE

SMITH RD.

PL.

SMITH

FERRY

DR.

BUCHAN

R D

L A

N E

ROBERTA CIR.

MILE

PIPE

C U T

O F F

GIBSON RD.

A L

R D

RANCH

SOX L.

RD.

LN.

RD.

HOXIE

CIR.

GROVE

H W

AND

GRACELAND

CIR.

PL.

TIMBERLANE

R D

TILTON

DR.

HIGH LINE

C H

Lake

Scott

RANCH

C O

M P

A N

RD.

DUNCAN RD.

COMPANY

Lake

Bushy

Horseshoe

Lake

Tent

Creek

E R

V E

L N

ERVE RD.

ERVE CIR.

Lake

LINE

LIGHT

B O

U N

D A

R Y

T R

E A

T Y

RD.

Cree k

Little

COMPANY

C U

O F F

B O

R D

COUNTY

HINDS

To Utica

Horseshoe

B L A C

Lake9

FREEMAN

E E

W N

BIRDSONG

RAW

HIDE

R 5 E

YAZOO COUNTY

Henry

C r o u c h e s

F o x

Cre ek

N A T U

R A L

Ba llg ro und

D e e r

REBEL

THORN HILL PL.

GREEN HILL PL.

GREEN HILL RD.

PLACE

HEATHER

RD.

ROLLING HILL

R D

DR.

EDGEWATER

L A

N O

HOLL

P I

Villanova

Haynes Bluff

Ba yo u

Bayou

R D . R

COCKRELL

R D

BROOKWOOD

303.4

Beech-

Bayou

POP. 20,908

D u r d e n

VICKSBURG

Glass

HWY.

MISSISSIPPI

C r e e k OLD wood

34 6

RD.

PAXTON

LANE.

CHICKASAW

Ba yo u

Mi nt

Spring

CHICKASAW

Lake

DR.

Kings

Lake

Scotts

PARK

NATIONAL MILITARY

VICKSBURG

ERM

HILL RD.

STANDARD

AVE.

ST.

BOLER

D O

U G

L A S

MT. Cooks

DR.

LEFLEURS

RD.

CHOCTAW

BUCKS DR.

EASTVIEW

POWER

MINGO'S RD.

S O

U T

Lake

Swett

W A R R

CIR.

STENSON

RANCHO RD.

A L B

A N

RILEY

RD.

YOUNG

SAMMY

Rose

RD.

R D

Hill

SAVAGE RD.

R D

S P

RAI

RD.

JOHNSON

SURLOCK

T R

RD.

E L

A L B

A N

DR.

R D

GAP

U.S. 8

M T

MOSLEY

DR.

G A S 15

FREETOWN

TURNERVILLE

Inset C

Woodlawn

S C

O U

RD.

B O

CULKIN

RD.

DR.

BOWIE

FREEMAN

R D

W r e n

DR.

HEATHER

RD.

U N

E D

PLESANT

RD.

HAYFIELD

OAK

264.9

HENRY

RD.

Twin Lake

Lake

Cypress

T H

B a y o u

Y A

Z O

Lake

11 RD

ic k

C h a w a s

Lake

Thompson

Lake

Goose

P S

L A

K E

O N

O M

B liss

C r.

VER

C O

M P

A N

Lake

Twin

FLOWEREE

G A S

RD.

WHITAKER

E R S

C O

R D

O P P E

R M

A N

RD.

MARILYN

BLAKE DR.

SANDY LN.

Blakely

M I D

S O

U T

R A I L

154.9

G O

W A L L

RD.

R D

W H

A T L E

W O

O D

S P

Redwood

LAKE RD.

OLD TWIN

R D

C A

T T L

IN RD.

Creek

Skillikalia

HWY. 3

OLD

INDIAN

C O

M P

A N

C r e e k

FREETOWN

Inset E

LIGHT

P O

W E R

Bovina

SHANNON LN.

MARIA DR.

12.0

DUNCAN

CREEK

SILVER

DR.

DEER CIR.

Newmans

O L

CIR.

REBEL

COLUMBUS

RD.

L A

N E

D O

G W

O O

AND

S ilv e r

RD.

18 17

ROLLINGWOOD

DR.

RIDGELAWN

Inset D

JENNIFERBayou

HEATHER

RD.

MELISSA

DR.

LAKELAND

DR.

WESTWOODM

u d d y

DR.

6 5

T U

C K E R7C re e k

R D

C r e e k

DR.

R D

C le a r

C o w a n

F O

CLEAR

TOMCAT

OIL

ISLAND

CO.

Clear

HWY. 80

WARRIOR

163.0

TRAI

R I V

E R

CREEK

C r e e k

BRABSTON

15 DR.

RD.

DR.

WINDHAM

D O

G W

O O

PLACE

ALLEN

W N

T O

R D

RD.

POINT

CENTER

LAKE

D R

Lake

R D

AUSTIN

FOREST

EXPERIMENTAL

BLUFF

T R

E A

T Y

RD.

B O

U N

D A

R Y 13

ILLA

N O

V A

D R

BENTON RD.

RD.

B U D

T R

A M

R D

N G

Y O

R O

C O

L E

K L E E

R D

OAK

DAN HALL

R D

B a l l g r o u n d

C r e e k 5

RD.

C r e e k

U O

G R

B A

L L

292929

L O

F L O

W E R S

ILL

RD.

SOUTHERN

G E

R D

DAVIS

Little

RIDGE

HOLLOW

P O S S O

Oak Ridge

RD.

RIDGE RD.

OLD OAK

DUNN

R D

RD.

OAK

BOUNDARY

Lake

Cypress

R D

P I

Lake

Miller llin g

F o rk

Floweree

S O

U T

H E

R N

97.4

F L O

W E

R E E

CREEK DR.

W. DEER

R D

FIE

LD5

R 4 E

ISSAQUENA COUNTY

TREATY

CREEK DR.

E. DEER

CREEK RD.

CREEK LN.P

W E

RD.

CREEK

DEER

H T

A N

DEER

EAST DEER

INDIANOLD

3 2

Corn

Y A Z O

Panther

Lake

Ballground

House

C o ll in s

R 5 W

C re e k

R I V

E R 28 u m m e r

B E

A T

R 4 W

R D

Flowers

142.8

Creek

PENNEBAKER

RD.

H E

N R

L A

K E

LANE

S U

M M E R

C r e e k

RD.

R D

Y O

U N

G T O

PETTWAY

OLD

R D

S e a t

R D

To Jackson

Tucker

Youngs

Lake

Cameron

Lake

Horseshoe

B L

A C

Lake

R D

Bear

A N

R D

M U

R R

A Y

RD.

B e a r

Y O U N G

Creek

H T

C r e e k

RD.

C O

M P

A N

U N

T Y

C r.

HENRY JONES

Bayou

Lake

Little

H A

N N

R D

RD.

Rawhide

R I V

E R

B u c k

R o c k y

Adam s

Y O

U N

G T

O N

M ill

SMITH

B e a r

HART

RD.

R D

C r e e k

C r e e k 2

C r e e k

B u tts

M A

E m

To Yazoo City

R D

Eldorado

G E

2 1

A R T

SMITHH

C r e e k

16 15

BLACK

RIV

WARREN COUNTY

PROJECT LOCATION MAP

PROJECT LOCATION

Mi nt

Spring

L O

V E

R S

L N

CONFEDERATE

AVE.

U N I O

A V E

C E

M E

T E

R Y

RD.

F O

R T

H I L

D R

W A

S H I N

G T

O N

S T

CORPORATE LIMITS FOLLOWS STATE

B O

U N

D A

R Y

S O

U T

H E

R N

R A I L

R O

A D

VICINITY MAP

NO SCALE

CHICKASAWCALHOUNTALLAHATCHIE

MARION LAMAR GREENE

WATHALLWILKINSON

PIKEAMITE

HARRISON

HANCOCK

STONEPEARL RIVER

FORRESTPERRY

JACKSON

GEORGE

LAWRENCE

COPIAH

LINCOLN

FRANKLIN

ADAMS

JEFFERSON

HINDS

CLAIBORNE

DAVIS

JEFFERSON

COVINGTON

JONES WAYNE

SIMPSON

SMITH JASPER

NEWTONSCOTT

RANKIN

CLARKE

LAUDERDALE

HOLMES

WASHINGTON

YAZOO

HUMPHREYS

SHARKEY

ISSAQUENA

BOLIVAR

SUNFLOWERLEFLORE

MADISON

ATTALA

LEAKE WINSTON

WINSTON

KEMPER

NOXUBEE

OKTIBBEHA

CARROLL

GRENADA

MONTGOMERY

CHOCTAW

WEBSTER

LOWNDES

CLAY

MONROE

COAHOMA QUITMAN

TUNICA

PONTOTOC

YALOBUSHA

PANOLA

LAFAYETTE

UNION

LEE ITAWAMBA

TIPPAHBENTON

MARSHALL

TATE

DE SOTO

TISHOMINGO

PRENTISS

ALCORN

PROJECT

LOCATION

WARREN

INDEX

DESCRIPTIONSHEET NO.

AS-CONSTRUCTED DRAWINGS - MINT SPRINGS BLUFF STABILIZATION (14 SHEETS - FOR INFORMATION ONLY)306 100,129A

SOLDIER PILE AND ANCHOR SCHEDULES-601

LAGGING DETAILSS-507

UNDERDRAIN DETAILSS-506

CONCRETE PAVED DITCH DETAILSS-505

ANCHOR SEAT DETAILS FOR 9-STRAND ANCHORS AND HP 18x135 SOLDIER PILESS-504

ANCHOR SEAT DETAILS FOR 6-STRAND ANCHORS AND HP 14x102 SOLDIER PILESS-503

9-STRAND ANCHOR DETAILSS-502

6-STRAND ANCHOR DETAILSS-501

CROSS SECTIONS (SHEET 4 OF 4)S-305

CROSS SECTIONS (SHEET 3 OF 4)S-304

CROSS SECTIONS (SHEET 2 OF 4)S-303

CROSS SECTIONS (SHEET 1 OF 4)S-302

PROPOSED CONDITIONS TYPICAL SECTIONS AND DETAILSS-301

WALL PLAN AND PROFILES-101

HIGH PERFORMANCE TURF REINFORCEMENT MAT DETAILSC-505

MDOT - STORM SEWER STRUCTURE, PRECAST MANHOLEC-504

MDOT - JUNCTION BOX FOR PIPE CULVERTSC-503

MDOT - DROP INLET AND GRATE DETAILSC-502

SWPPP DETAILSC-501

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C-106

GIVEN HILL ROAD TYPICAL SECTIONSC-105

PLAN AND PROFILE GIVEN HILL RD (SHEET 2 OF 2)C-104

PLAN AND PROFILE GIVEN HILL RD (SHEET 1 OF 2)C-103

PLAN - PROPOSED CONDITIONSC-102

ACCESS AND STAGING AREAC-101

BORING STICK LOGSB-103

BORING LOGS (SHEET 2 OF 2)B-102

BORING LOGS (SHEET 1 OF 2)B-101

SURVEY PLANV-101

COMMON ABBREVIATIONS AND SYMBOLSG-003

INDEX TO DRAWINGS, PROJECT LOCATION & VICINITY MAPSG-002

COVER SHEET G-001

G -0

I n d e x a n d M a p s .d g n

H E

B R

E V

N S A

N D S

Y M

B O

L S

C O

M M

O N

G-003

R A

J P

H E

SCALE: NTS

ELEVATION/SECTION/DETAIL

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

200+00

8.50

TOP SIDEFRONT ELEVATION

C-101

ABBREVIATIONS

GENERAL CROSS-REFERENCING SYMBOLSLEGEND

UNLESS NOTED OTHERWISE ON EACH SHEET

PROPOSED SANITARY MANHOLE

SLOPE SYMBOL

PROPOSED BASELINE

PROPOSED SECURITY FENCE

PROPOSED SPOT ELEVATION

PROPOSED DRAINAGE MANHOLE

PROPOSED CATCH BASIN/DROP INLET

PROPOSED CHAINLINK FENCE

PROPOSED DRAIN LINE

PROPOSED PERIMETER DRAINAGE

PROPOSED GRASS

PROPOSED BUILDING/STRUCTURE

TEMPORARY CONSTRUCTION EASEMENT

PROPOSED INTERMEDIATE CONTOUR

SOD OR REINFORCED TURF

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING STORM DRAIN

EXISTING FENCE

EXISTING POWER POLE

EXISTING WATER MANHOLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

EXISTING INDEX CONTOUR

EXISTING INTERIM CONTOUR

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

EXISTING GUY WIRE

PROPOSED INDEX CONTOUR

EXISTING COMMUNICATION LINE

EXISTING ELECTRIC LINE

COORDINATE POINT

PROPOSED FIRE HYDRANT

LIMIT OF CONSTRUCTION

PROPOSED CONCRETE

EXISTING CULVERT PIPE

EXISTING FIRE HYDRANT

EXISTING JUNCTION BOX

EXISTING TELEPHONE POLE

EXISTING STORM MANHOLE

EXISTING TREE

SURVEY CONTROL MONUMENT

EXISTING SANITARY MANHOLE

SETTLEMENT PLATE

SAME DRAWING

W/ VIEW SHOWN ON

ELEVATION SYMBOL

ANOTHER DRAWING

W/ VIEW SHOWN ON

ELEVATION SYMBOL

BACK REFERENCE

DETAIL TITLE W/

ELEVATION/SECTION/

CONTROL POINTS

BORING LOCATION

GRAVE MARKER

MONITORING WELL

SIGN

STORM INLET

ROUND STORM INLET

PIEZOMETER

BORING & SLOPE INCLINOMETER

WITHOUTW/O

WITHW/

WESTW

VOLUMEVOL

VARIABLEVAR

TYPICALTYP

TOP OF WALLTOW

TOPOGRAPHYTOPO

TOP OFTO

TOP OF BANKTOB

TEMPORARY BENCH MARKTBM

STORMWATER POLLUTION PREVENTION PLANSWPPP

STANDARDSTD

STATIONSTA

SQUARESQ

SPECIFICATIONSPEC

SHEETSHT

SILT FENCESF

STORM DRAINSD

SOUTHS

RIGHT OF WAYROW

REINFORCED CONCRETE PIPERCP

RADIUSR

QUANTITYQTY

POLYVINYL CHLORIDEPVC

POINT OF TANGENCYPT

POINTPT

PROJECTPROJ

POINT OF ENDPOE

POINT OF BEGINNINGPOB

PLATEPL

POINT OF INTERSECTIONPI

POUNDS PER CUBIC FOOTPCF

POINT OF CURVATUREPC

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NOMINAL PIPE SIZENPS

NUMBERNO

NATIONAL GEODETIC SURVEYNGS

NORTHN

MISCELLANEOUSMISC

MECHNICALLY STABILIZED EARTHMSE

MINIMUMMIN

MAXIMUMMAX

POUNDLB

LENGTHL

KILOPOUND PER SQUARE FOOTKSF

KILOPOUND PER SQUARE INCHKSI

INVERTINV

INCHIN

INSIDE DIAMETERID

HIGH PERFORMANCE TURN REINFORCEMENT MATHPTRM

FEETFT

ELEVATION - GRADE OR WALLEL OR ELEV

EASTE

DIMENSIONDIM

DIAMETER

DETAILDET

CUBIC YARDSCU YD

CUBIC FEETCU FT

CENTERCTR

CENTER TO CENTERC/C

CONTROL POINTCP

CONCRETECONC

CORRUGATED METAL PIPECMP

CENTER LINECL

BASELINEBL

APPROXIMATEAPPROX

ANCHOR BOLTAB

STAGING AREAS

CONSTRUCTION LAYDOWN AND

GRAVES PER PROVIDED PARK MAP.

APPROXIMATE LOCATION OF UNLOCATED

TIMBER LAGGING

6 STRAND ANCHOR

9 STRAND ANCHOR

G -0

C o m m o n A b b re v ia ti o n s .d g n

C-501

C-301

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

®of Engineers

US Army Corps

M E

N D

R O

P E

N G

E E

G R

E S

O U

R C

E S L L

M A

L O

U F

D R

A W

N B

M C

C U

L L

O U

G H

C H

E C

K E

D B

M E

N D

R O

S U

B M

T E

D B

W E

V -S

D .d g n

E N

A M

V-101

S U

R V

E Y P

L A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

E S

N C

O M

P L E

T E S

U B

T A

R C

H A

R D L

A N

M A

O N

M S

M A

LEGEND

CONTROL POINTS

BORING LOCATION

GRAVE MARKER

MONITORING WELL

SIGN

STORM INLET

ROUND STORM INLET

SLOPE INCLINOMETER

PIEZOMETER

SURVEY PLAN

SCALE: 1" = 30' 30' 60'0

NORTH

PLAN

EVIDENCE OF EXHUMATION

ROPED OFF AREA WITH

OBSERVATION

GAZEBO G

E N H

L R

O A

E N H

L R

A S

P H

TOE

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

O F

BAN

T O

P O

F B

A N

T O

WEST,U.S. FEET. VERTICAL - NAVD88, U.S. FEET

COORDINATE SYSTEM, NAD83 MISSISSIPPI

CONTROL DATA BASED ON STATE PLANE

1045361.907

1045678.384

1045386.754

2130911.794

2130853.484

CP-2

CP-1

CP-3

1045533.165CP-4

207.818

XCP Y

2130518.395

2130641.375

104.416

187.047

116.535

W A

S H

G T

O N S

T R

E E

TREE LINE

T R

E E L

GATE

GMGM

GM GM

GMGM

GM GM

GMGM

TOE

A B

A N

D O

N E

D R

O A

G R

A V

E S

E A

R E

G R

A V

E S

E A

R E

G R

A V

E S

E A

R E

GRASS LANDING

TREE LINE

B U

D G

R A

V E

GM GM GM GM

GMGMGMGM

GRAVE SITE

AREA

ASPHALT AND

CONCRETE

DEBRIS

ASPHALT AND

CONCRETE

DEBRIS

SIGN

MARKER - I

CONCRETE

SIGN

FLUME

CONCRETE

SIGN

CP-1

CP-2

FENCE

48" CHAIN LINK

MARKER - T

CONCRETE

NAIL WALL

SIGN

INV. 157.86'

TOP 158.28'

INLET 6"R

PIPE

10" PVC

END UNKNOWN

18" CMP

INV. 156.08'

TOP 158.27'

GRATE INLET

NAIL WALL CABLE FENCE

42" DOUBLE STEEL

FLUME

CONCRETE

SIGN

APPROX. LOCATION

B-4 (2002)

APPROX. LOCATION

B-8 (2002)

FLUME

CONCRETE

TOP 172.14'

INV. 169.48'

INLET 2X2

CP-3

CP-4

BRICK WALL

FLUME

BRICK

INV. 98.88'

TOP 103.6'

INLET

18" RCP

INV. 97.64'

TOP 102.76'

INLET 16"R

18" RCP

ARCHWAY

CONCRETE

INV. 101.03'

TOP 103.48'

INLET

18" RCP

INV. 94.58'

TOP 103.05'

ROUND INLET 16"R

18" RCP

INV. 96.22'

TOP 104.27'

INLET

INV. 100.88'

TOP 104.38'

INLET

INV. 155.75'

TOP 157.45'

INLET

4276-120.650

TREE LINE

T O

TOP OF BANK

SIGN

TOP OF BANK

TOP

OF B

ANK

T O

P O

F B

A N

WALL

BRICK

T O

P O

F B

A N

TOP

SLI

T O

B S

T O

3/8” x 18” rebar with yellow MER cap.

CONTROL POINT DESCRIPTION:

INV. 108.35'

TOP 114.28'

INLET

G R

A V

E L R

O A

SURVEY DATA WAS COLLECTED IN NOVEMBER 2024.1.

NOTES:

FENCE

CHAIN LINK

GRAVEL PAD

DITCH

UNPAVED

B-4

B-1

MS-4-97U

B-3

B-5

B-6

STUMP

B-2 (PIEZOMETER)

GRAVES

REMOVED

AREA

ROPED OFF

STRUCTURE

BRICK

(FILLED IN)

INV. 130.30'

TOP 131.59'

INLET

PIPE

6" PVC

PIPE

12" RCP

PIPE

12" RCP

W A

S H

G T

O N S

PIPE

18" RCP

18" CMP DEBRIS

A B

A N

D O

N E

D R

O A

DITCH

UNPAVED

B R

U S H L

B R

U S

H L

VEGETATED AREA

PIPE

12" RCP

STAIRS

UNKNOWN PIPE TYPE

UNKNOWN PIPE SIZE

RISER SHIFTED

C I

E 2,130,858.53

N 1,045,640.71

STA 0+00.00

START

E ,1 ,7 .0

N ,0 ,3 .8

S T A

E N

S T A

P O

2+00

1+00

Mendrop8 Blake Mendrop

C A

M P

B E

E E

T O

B O

G L

O G

B-101

R A

M O

N T

A L

B A

C A

M P

B E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

U N

N Y

B R

O O

K R

O A

B U

R N

S C

O O

L E

Y D

E N

G E

L A

N D

M S

E N

A M

B R A D

Y D.CAMPB

L E

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I12324

ENGINEER

B -1

B o ri n g L o g s I .d

C A

M P

B E

E E

T O

B O

G L

O G

B-102

R A

M O

N T

A L

B A

C A

M P

B E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

U N

N Y

B R

O O

K R

O A

B U

R N

S C

O O

L E

Y D

E N

G E

L A

N D

M S

E N

A M

B R A D

Y D.CAMPB

L E

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I12324

ENGINEER

B -1

B o ri n g L o g s I I.

C A

M P

B E

G S

K L

B-103

R A

M O

N T

A L

B A

C A

M P

B E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

U N

N Y

B R

O O

K R

O A

B U

R N

S C

O O

L E

Y D

E N

G E

L A

N D

M S

E N

A M

B R A D

Y D.CAMPB

L E

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I12324

ENGINEER

B -1

B o ri n g S ti c k L o g s .d g n

SEE SHEET B-101 FOR BORING LOG LEGEND

NOTE:

(UNSAMPLED)

E=2130782.97

=1045391.93

E .0

N .8

E=2130858.53

N=1045640.71

GM 9246

GM 9206

GM 16208

GM 16175

GM 16262

GATE

SIGN

FLUME

CONCRETE

SIGN

CP-1

CP-2

NAIL WALL

SIGN

INV. 157.86'

TOP 158.28'

INLET 6"R

PIPE

10" PVC

END UNKNOWN

18" CMP

INV. 156.08'

TOP 158.27'

GRATE INLET

NAIL WALL

FLUME

CONCRETE

SIGN

APPROX. LOCATION

B-4 (2002)

APPROX. LOCATION

B-8 (2002)

FLUME

CONCRETE

TOP 172.14'

INV. 169.48'

INLET 2X2

CP-3

CP-4

BRICK WALL

FLUME

BRICK

INV. 98.88'

TOP 103.6'

INLET

18" RCP

INV. 97.64'

TOP 102.76'

INLET 16"R

18" RCP

ARCHWAY

CONCRETE

INV. 101.03'

TOP 103.48'

INLET

18" RCP

INV. 94.58'

TOP 103.05'

ROUND INLET 16"R

18" RCP

INV. 96.22'

TOP 104.27'

INLET

INV. 100.88'

TOP 104.38'

INLET

SIGN

WALL

BRICK

MS-1-97U

MSS-3-01

DITCH

UNPAVED

B-4

B-1

MS-4-97U

B-3

B-5

B-6

STUMP

B-2 (PIEZOMETER)

STRUCTURE

BRICK

18" CMP DEBRIS

DITCH

UNPAVED

S H

E E

C E

S S

A N

D S

T A

G A

C-101

R A

P E

S H

E E

FENCE

PROTECTIVE

FENCE

PROTECTIVE

LIMITS OF CONSTRUCTION

MS-4-91U

CONSTRUCTION

LIMITS OF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

D E

N C

O M

P L

E T

E S

U B

T A

E E

-2

-D -0

T E

R R

A C

E R

E P

S V

K S

B U

R G

N A

L C

E M

E T

E R

W A

R R

E N

C O

U N

T Y

K S

B U

R G

C L

A Y

S T

R E

E T

K S

B U

R G

T R

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

E -2

-D

-0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

S E

R V

S I

N C

B A

T O

N R

O U

G E

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

STA. 0+00.00

POB

1+00

2+00

STA. 2+60.00

65.00'

S T A . 3

P O

101.083

NGS STATION MARK

GAZEBO

OBSERVATION

E N H

L R

O A

E N H

L R

A S

P H

TOE

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

T O

P O

F B

A N

O F

BAN

T O

P O

F B

A N

T O

TREE LINE

T R

E E L

GMGM

GM GM

GMGM

GM GM

GMGM

TOE

A B

A N

D O

N E

D R

O A

G R

A V

E S

E A

R E

G R

A V

E S

E A

R E

G R

A V

E S

E A

R E

GRASS LANDING

TREE LINE

B U

D G

R A

V E

GM GM GM GM

GMGMGMGM

AREA

GRAVE SITE

DEBRIS

CONCRETE

ASPHALT AND

DEBRIS

CONCRETE

ASPHALT AND

4276-120.650

TREE LINE

T O

TOP OF BANK

KNAB

FO P

KNBA FOTOP

T O

ETOP OF BANK

T O

P O

F B

A N

TOB

SLI

T O

B S

T O

G R

A V

E L R

O A

GRAVEL PAD

W A

S H

G T

O N S

A B

A N

D O

N E

D R

O A

B R

U S H L

B R

U S

H L

VEGETATED AREA

MARKER - I

CONCRETE

FENCE

48" CHAIN LINK

MARKER - T

CONCRETE

CABLE FENCE

42" DOUBLE STEEL

FENCE

CHAIN LINK

GRAVES

REMOVED

AREA

ROPED OFF

C I

NORTH

PLAN

T R

U E

C -1

A c c e s s a n d

S ta g in g A re a .d g n

PLAN - ACCESS AND STAGING AREA

1"=30'SCALE:

GENERAL NOTES

THE SOLDIER PILE AND LAGGING WALL.

EQUIPMENT RETURNED TO THE GOVERNMENT PRIOR TO WORK BEGINNING ON

SLOPE INCLINOMETER B-1 SHALL BE GROUTED IN PLACE AND ALL SERVICEABLE 10.

AND MATERIALS DURING CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING SITE SECURITY FOR EQUIPMENT 9.

CONTRACTOR SHALL NOT DAMAGE EXISTING DRAINAGE FEATURES.8.

EXISTING STAGING AREA.

CONTRACTOR TO COORDINATE WITH NATIONAL PARK SERVICE FOR USE OF 7.

STATED IN SECTION 02 41 00.

CLOSE ANY PARK ROAD. CONTRACTOR WILL RECORD EXISTING CONDITIONS AS

CONTRACT. A 48-HOUR NOTICE IS REQUIRED IF THE CONTRACTOR INTENDS TO

EGRESS WHEN SUCH DAMAGE IS THE RESULT OF HIS OPERATIONS UNDER THIS

AND ALL DAMAGE TO ANY EXISTING ROADS OR OTHER MEANS OF INGRESS OR

THE CONTRACTOR SHALL REPAIR, AT NO EXPENSE TO THE GOVERNMENT, ANY 6.

ALL DIRT STOCKPILES WILL BE SURROUNDED WITH SILT FENCING.5.

AREA.

AFTER WORK IS COMPLETED, REMOVE GRAVEL FROM STAGING AREA AND SEED 4.

FEATURES.

CONTRACTOR TO MAINTAIN DRAINAGE AND PROTECT EXISTING DRAINAGE 3.

CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND OBTAIN ALL PERMITS.2.

CONTRACTOR PERSONNEL ACCESS SHALL BE FROM WASHINGTON STREET.1.

LEGEND

CONTROL POINTS

BORING LOCATION

GRAVE MARKER

MONITORING WELL

SIGN

STORM INLET

ROUND STORM INLET

PIEZOMETER

BORING & SLOPE INCLINOMETER

EXISTING TREE

PROTECTIVE FENCE

LIMITS OF CONSTRUCTION

30' 60'0

EVIDENCE OF EXHUMATION

ROPED OFF AREA WITH

STAGING AREA

TREE LINE

T R

E E L

GMGM

GM GM GM GM

GMGM

GMGMGMGM

4276-120.650

TREE LINE

B R

U S H L

B R

U S

H L

C I

GATE

D S

H E

A N P

R O

P O

S E

D C

O N

C-102

R A

J P

H E

CONTROL DATA

ALIGNMENT

SEE V-101 FOR

SURVEY BASELINE,

E=2130799.88

N=1045607.70

AND LAGGING WALL

BEGIN SOLDIER PILE

P-5

P-1

REMOVED

TREE TO BE

REMOVED

TREE TO BE

P-10

P-15

P-20

P-25

P-30

E=2130730.36

N=1045344.73

AND LAGGING WALL

END SOLDIER PILE

DITCH

CONC.

4-FT

PROPOSED

LAGGING RETAINING WALL

SOLDIER PILE AND

PROPOSED ANCHORED

E=2130831.16 N=1045588.58

BEGIN ROADWAY

E=2130803.33 N=1045365.73

END ROADWAY

DRAIN

FRENCH

PIPE

DRAIN

6" PVC

PIPE

DRAIN

6" PVC

6" PVC DRAIN PIPE

FENCE

EXISTING

REMOVE

GATE

EXISTING

REMOVE

16" RCP

EXISTING

REMOVE

SOD

LIMITS OF

OF SOD

LIMITS

LC-16

LC-15

LIMITS OF SOD

LIMITS OF CONSTRUCTION

LC-13

LC-10

LC-9

LIMITS OF SOD

FENCE

PROTECTIVE

OF SOD

LIMITS

LC-8

LC-7LC-4

LC-5

LC-3

LC-2

LC-1

CONCRETE DITCH

TIE TO EXISTING

E=2130813.55

N=1045503.62

BEGIN DITCH

SAND BLANKET

PROPOSED

LC-6

LC-11

LC-12

LC-14

'-0

5'-

110' -0"

115'-0"

120'-0"

125'-0"

'-0

" 1 '-0

'-0

" 1 '-0

135'-0"

140'-0"

'-0

175'-0"

0'-

'-0"

0'-

AT INV EL ± 100.00'

DRAIN INLET

EXISTING

TIE INTO

CATCH BASIN.

PIPE 101 TO TIE INTO NEW

CATCH BASIN 102. EXTEND

BASIN AND REPLACE WITH

REMOVE EXISTING CATCH

'-0

170'-0"

EXISTING DITCH

DRAIN TO

SLOPE TO

GIVEN HILL ROAD

PROPOSED

OUTLET DETAILS

FOR TYPICAL

SEE SHEET S-506

PIPE

DRAIN

6" PVC

PVC PIPE

6" PERFORATED

SEE C-505 FOR DETAILS

EL 145' TO 132',

PLACE HPTRM FROM

SEE C-505 FOR DETAILS

PLACE HPTRM,

INVERT EL 97.64'

TOP 102.76'

EXISTING DRAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

PROPOSED CONDITIONS

1"=20'SCALE:

NORTH

PLAN

T R

U E N

CONTROL POINTS

BORING LOCATION

GRAVE MARKER

MONITORING WELL

SIGN

STORM INLET

INLET

ROUND STORM

PIEZOMETER

EXISTING TREE

CONSTRUCTION

LIMITS OF

LIMITS OF SOD

INCLINOMETER

BORING & SLOPE SOIL NAIL WALL

WITH MINT SPRINGS

POTENTIAL CONFLICT

ESTIMATED AREA OF

HP 18x135 SOLDIER PILE

HP 14x102 SOLDIER PILE

PROTECTIVE FENCE

20' 40'0

EVIDENCE OF EXHUMATION

ROPED OFF AREA WITH

HPTRM

S-301

GENERAL NOTES

NATIONAL PARK SERVICE: CARRIE MARDORF 318-652-0141

POINTS OF CONTACT:

SHEETS C-103 AND C-104.

FOR PROPOSED GIVEN HILL ROAD BASELINE ALIGNMENT AND LAYOUT, SEE 16.

BASELINE ALIGNMENT AND LAYOUT, SEE SHEETS S-101.

FOR PROPOSED ANCHORED SOLDIER PILE AND LAGGING RETAINING WALL 15.

2.5:H:1V

GEOGRID REINFORCEMENT REQUIRED FOR BERM SLOPES STEEPER THAN 14.

HEADSTONES AND GRAVE MARKERS.

TREES SHALL BE FELLED IN SUCH A MANNER AS TO AVOID DAMAGE TO 13.

CONTRACTOR TO REMOVE TREES AS NEEDED FOR ACCESS.12.

MINIMIZING DISTURBANCE TO THE SITE.

ACCOMPLISH, IN A PRACTICAL WAY, THE REQUIRED COMPACTION WHILE

THE CONTRACTOR SHALL SELECT AND USE THE SMALLEST EQUIPMENT THAT WILL 11.

EXCAVATION TO THE PRE-EXCAVATION ELEVATION.

AREAS ALONG GIVEN HILL ROAD SHALL BE BACKFILLED WITHIN 24 HOURS OF

FROM NORTH TO SOUTH AS SOLDIER PILES ARE INSTALLED. ANY EXCAVATED

DEBRIS REMOVAL AND EXCAVATION ALONG GIVEN HILL ROAD SHOULD PROGRESS 10.

THE REFERENCED AS-BUILTS DRAWINGS.

THE EXISTING SOIL NAIL WALL AS IDENTIFIED ON THIS DRAWING AND SHOWN ON

CONTRACTOR TO EXERCISE CAUTION IN THE AREA OF POTENTIAL CONFLICT WITH 9.

FENCING.

SECTION 01 35 13.22 09. GRAVE SITES SHALL BE DELINEATED BY PROTECTIVE

WILL NOTIFY THE PARK SERVICE AND THE SOI ARCHAEOLOGIST AS STATED IN

MOVING OPERATIONS. IF RESOURCES ARE DISCOVERED, THE ARCHAEOLOGIST

LANDSLIDE DEBRIS. AN ARCHAEOLOGIST SHALL BE ON SITE DURING ALL EARTH

CULTURALLY SENSITIVE AREA. UNMARKED GRAVES MAY BE ENCOUNTERED IN THE

THE CONTRACTOR IS TO USE EXTREME CAUTION WHILE WORKING IN THIS 8.

AS SOON AS PRACTICABLE, PLACE SOD. 7.

THE UNDERDRAIN OUTLET PIPING SHALL BE SLOPED TO DRAIN.6.

OTHER SUBSURFACE OBSTRUCTIONS.

PIPE, TREE AND BRUSH DEBRIS, CONCRETE, ASPHALT PAVEMENT ROADWAY AND

THE EXISTING DEBRIS TO BE REMOVED CONSISTS OF VARIOUS TYPES OF DRAIN 5.

INSTALLED AND GROUTED INTO PLACE.

ALIGNMENT SHOULD NOT BE ALLOWED UNTIL THE SOLDIER PILES HAVE BEEN

AND OPERATION OF HEAVY EQUIPMENT ALONG AND EAST OF THE WALL

AVOIDED PRIOR TO INSTALLATION OF THE SOLDIER PILES. PLACEMENT OF FILL

INSTALLED SOLDIER PILES. SIGNIFICANT LOADING OF THE SLOPE SHOULD BE

RIGS FOR PRE-BORING SHOULD AT ALL TIMES BE POSITIONED EAST OF THE

PROGRESS TO THE SOUTH. EXCAVATION EQUIPMENT, HAUL TRUCKS AND DRILLING

INSTALLATION OF SOLDIER PILES SHOULD BEGIN AT THE NORTH END AND 4.

NAILS, ETC.

ADDITIONAL T.B.M.'S SHOWN ON THE PLANS BEFORE DESTROYING MONUMENTS,

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH BASELINES AND

PROJECT HORIZONTAL AND VERTICAL CONTROLS ARE INDICATED ON THE PLANS.

ALL MEASUREMENTS AND GRADES PRIOR TO THE BEGINNING OF CONSTRUCTION.

DETAILED IN THESE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND CONTROL AS 3.

WORK AREA.

TO MAINTAIN THE INTEGRITY OF THE SLOPE AND ADJOINING AREA SOUTH OF

KIND AT THE CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY

CAUSED BY CONSTRUCTION OPERATIONS. ANY DAMAGE SHALL BE REPAIRED IN

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES 2.

NECESSARY.

LINES RELOCATED IN CONJUNCTION WITH THE CONSTRUCTION IF DEEMED

COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UTILITY

THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR MUST

MISSISSIPPI 811 BEFORE DIGGING. THE GOVERNMENT DOES NOT WARRANT THAT

INFORMATION AVAILABLE TO THE GOVERNMENT. CONTRACTOR TO CALL

EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST 1.

0+00

DRAINAGE NOTES

FOR EXISTING SURVEY INFORMATION, SEE SHEET V-101.7.

A MINIMUM OF 12" OF COVER SHALL BE MAINTAINED OVER THE TOP OF THE PIPE.6.

REFER TO DRAWING C-504 FOR MANHOLE DETAILS.5.

REFER TO DRAWING C-503 FOR JUNCTION BOX JB-01 DETAILS.4.

REFER TO DRAWING C-502 FOR DROP INLET AND GRATE DETAILS.3.

V-DITCH WILL DRAIN TO THE DRAIN INLET 102. SEE DETAIL ON SHEET S-505.2.

OR REPLACED TO TIE IN TO NEW DRAIN INLET AT THE WALL.

THE EXISTING DRAIN INLET HAS A 10 INCH PVC PIPE THAT CAN BE RETROFITTED

EXISTING DRAIN INLET TO BE REMOVED AND REPLACED WITH NEW DRAIN INLET. 1.

LEGEND

C -1

P la n P ro p o s e d C o n d it io n s .d g n

1+25

1+90

TIE INTO EXISTING DRAIN INLET

INVERT EL. = 100.0' (LOWER)

INVERT EL. = 101.8' (UPPER)

18" x 40' HDPE @ 4.5%

INVERT EL. = 101.8'

TOP EL. = 104.0'

E=2130591.74

N=1045484.51

JUNCTION BOX

INVERT EL. = 102.1' (LOWER)

INVERT EL. = 122.4' (UPPER)

18" x 147' HDPE @ 13.8%

INVERT EL. = 122.4'

TOP EL. = 144.5'

E=2130706.17

N=1045387.89

MANHOLE

INVERT EL. = 139.8' (LOWER)

INVERT EL. = 144.0' (UPPER)

18" x 30' HDPE @ 14.0%

INVERT EL. = 143.9'

TOP EL. = 159.0'

E=2130717.96

N=1045359.59

MANHOLE

INVERT EL. = 148.9' (LOWER)

INVERT EL. = 151.0' (UPPER)

18" x 15' HDPE @ 14.0%

INVERT EL. = 151.0'

TOP EL. = 160.9'

E=2130736.44

N=1045354.93

3.5' x 3.0' (B-9) DROP INLET

INVERT EL. = 155.0'

RETROFIT TO EXTEND TO NEW DROP INLET 102

EXISTING INVERT EL. = 155.2'

10" EXISTING PVC PIPE

GIVEN HILL RD.

T E R R

A C E

R E C

O N S T R

U C T E D

S E E N

O T E

P E

R E

F O

R C E D

G E O

G R

S O

1+25

1+90

2+20

VARIES

2.5H:1V

2H:1V

H :1

4H:1V

VARIES

3H :1V

2+00

1+00

3H:1V

PROPOSED BUTTRESS

2.5H:1V

G M

G M G

G M

G M G

G M

G M G

G M

G M G

G M

D S

H E

E T S

(S H

E E

T O

E N H

L R

P L

A N A

N D P

R O

C-103

R A

J P

H E

AND LAGGING WALL

PROPOSED SOLDIER PILE

BASELINE

GIVEN HILL ROAD

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

DRAIN

FRENCH

OUTLET

6" UNDERDRAIN

TRANSITION

4' CURB

SAWCUT

FULL DEPTH

REQUIRED

SEE DETAIL F16 ON C-105

BARRIER CURB,

6" CONCRETE

10'-0"

AT TIE-IN

CONCRETE DITCH

MATCH EXISTING

(T Y

ELEVATION AND WIDTH.

MATCH EXISTING

CONCRETE DITCH LEFT.

BEGIN PROPOSED

SHEET C-105

SEE TYPICAL SECTIONS

GIVEN HILL ROAD,

PROPOSED

FOR DETAILS

SEE SHEET S-505

PROPOSED V-DITCH,

CONSTRUCTION

LIMITS OF

170'-0"

165'-0"

170'-0"

175'-0"

145'-0"

'-0"

0'-

EXISTING PAVEMENT

REMOVE AND REPLACE

INVERT EL. 163.75'

6" UNDERDRAIN

INVERT EL. 161.92'

6" UNDERDRAIN

INVERT EL. 162.20'

6" UNDERDRAIN INVERT EL. 163.84'

6" UNDERDRAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

-9+20 -9+10 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60

140 140

150 150

160 160

170 170

180 180

190 190

200 200

GRADE 6.50%

GRADE 6.00%

P V I S

T A

E L

P V I S

T A

E L

NORTH

PLAN

TRUE N

HORIZ ALIGNMENT - GIVEN HILL ROAD

1"=10'SCALE:

PROFILE ALIGNMENT - GIVEN HILL ROAD

1"=10'SCALE:

10' 20'0

C -1

G iv e n H il l R d I .d g n

BLANKET

SAND

FOR DETAILS OF FRENCH DRAIN, SEE SHEET S-506.8.

FOR DETAILS OF CONCRETE V-DITCH, SEE SHEET S-505.7.

FOR SOLDIER PILE AND ANCHOR WALL SCHEDULE, SEE SHEET S-601.6.

S-501-S-504, S-507.

FOR DETAILS OF PROPOSED SOLDIER PILE AND LAGGING WALL, SEE SHEETS 5.

CONCRETE V-DITCH, AND FRENCH DRAIN, SEE SHEETS S-301-S-305.

FOR SECTIONS OF THE PROPOSED SOLDIER PILE AND LAGGING WALL, 4.

CONCRETE V-DITCH, AND FRENCH DRAIN, SEE SHEET S-101.

FOR LAYOUT OF THE PROPOSED SOLDIER PILE AND LAGGING WALL, 3.

SAWCUT AND REMOVE EXISTING ROADWAY WHERE SHOWN ON THE PLANS.2.

FOR REFERNCE POINTS AND TMB'S, SEE SHEET C-102.1.

GENERAL NOTES

ASPHALT PAVEMENT

LEGEND

DITCH GRADE LEFT 6.5%

REMOVAL OF EXISTING PAVEMENT

PROPOSED DITCH

SAND BLANKETM

T C

H L

G M

BRUSH LINE

C B

D S

H E

E T S

(S H

E E

T O

E N H

L R

P L

A N A

N D P

R O

C-104

R A

J P

H E

BASELINE

GIVEN HILL ROAD

PROPOSED

GRADE

PROPOSED

GRADE

EXISTING

DRAIN

FRENCH

AND LAGGING WALL

PROPOSED SOLDIER PILE

F16 ON S-505

SEE DTL

BARRIER CURB,

6" CONCRETE

(T Y

CONSTRUCTION

LIMITS OF

'-6

60'-0"

150'-0"

'-0

175'-0"

'-0"

170'-0"

'-0

'-0"

SAWCUT

FULL DEPTH

REQUIRED

OFF 14.00'

STA 11+92.91

OFF 14.90'

STA 12+19.17

5' -0

OFF 15.70'

STA 12+33.82

CURB

EXISTING

TIE TO

STA. 12+17.32

WIDTH AT

TAPER TO FULL

PAVED DITCH.

END CONCRETE

SHEET C-105

SEE TYPICAL SECTIONS

GIVEN HILL ROAD,

PROPOSE

EXISTING PAVEMENT

REMOVE AND REPLACE

ELEVATION AND WIDTH

MATCH EXISTING

CONCRETE DITCH LEFT

END PROPOSED

INVERT EL. 164.84'

6" UNDERDRAIN

INVERT EL. 167.94'

6" UNDERDRAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

D C

11+70 11+80 11+90 12+00 12+10 12+20

140 140

150 150

160 160

170 170

180 180

190 190

200 200

12+3011+60

12+40

HORIZ ALIGNMENT - GIVEN HILL ROAD

1"=10'SCALE:

NORTH

PLAN

TRUE N

PROFILE ALIGNMENT - GIVEN HILL ROAD

1"=10'SCALE:

M A

T C

H L

12+34.89

C -1

G iv e n H il l R d I I.

d g n

BLANKET

SAND

DITCH GRADE LEFT 6.5%

FOR DETAILS OF FRENCH DRAIN, SEE SHEET S-506.8.

FOR DETAILS OF CONCRETE V-DITCH, SEE SHEET S-505.7.

FOR SOLDIER PILE AND ANCHOR WALL SCHEDULE, SEE SHEET S-601.6.

S-501-S-504, S-507.

FOR DETAILS OF PROPOSED SOLDIER PILE AND LAGGING WALL, SEE SHEETS 5.

CONCRETE V-DITCH, AND FRENCH DRAIN, SEE SHEETS S-301-S-305.

FOR SECTIONS OF THE PROPOSED SOLDIER PILE AND LAGGING WALL, 4.

CONCRETE V-DITCH, AND FRENCH DRAIN, SEE SHEET S-101.

FOR LAYOUT OF THE PROPOSED SOLDIER PILE AND LAGGING WALL, 3.

SAWCUT AND REMOVE EXISTING ROADWAY WHERE SHOWN ON THE PLANS.2.

FOR REFERNCE POINTS AND TMB'S, SEE SHEET C-102.1.

GENERAL NOTES

ASPHALT PAVEMENT

LEGEND

REMOVAL OF EXISTING PAVEMENT

PROPOSED DITCH

SAND BLANKET

E L

P V S

T A

10' 20'0

GRADE 6.50%

101.083

NGS STATION MARK

E N H

L R

O A

E N H

L R

TREE LINE

T R

E E L

GMGM

A B

A N

D O

N E

D R

O A

G R

A V

E S

E A

R E

G R

A V

E S

E A

R E

GRASS LANDING

B U

D G

R A

V E

GM GM GM GM

GMGM

GMGMGMGM

AREA

GRAVE SITE

4276-120.650

TREE LINE

T O

G R

A V

E L R

O A

W A

S H

G T

O N S

B R

U S H L

B R

U S

H L

C I

GATE

D S

H E

E V

E N

N P

L A

N S

W P

P P

S T

O R

M W

A T

E R P

O L L

U T

C-106

R A

J P

H E

SILT FENCE

SEE DETAIL

INLET SILT TRAP

SEE DETAIL

INLET SILT TRAP

LIMITS OF SOD

CHECK DAM (HAY)

P-30

LIMITS OF SOD

P-15

P-20

P-25

LIMITS OF SOD

CHECK DAM (HAY)

P-1

P-5

P-10

SEE DETAIL

CHECK DAM (HAY)

TEMPORARY SEDIMENT

SILT FENCE

LIMITS OF SOD

'-0

0'-

5'-

145'-0"

'-0

170'-0"

175'-0"

0'-

LAGGING RETAINING WALL

SOLDIER PILE AND

PROPOSED ANCHORED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

STORMWATER POLLUTION PREVENTION PLAN

1"=20'SCALE:

NORTH

PLAN

T R

U E N

CONTROL POINTS

BORING LOCATION

GRAVE MARKER

WELL

MONITORING

SIGN

STORM INLET

INLET

ROUND STORM

PIEZOMETER

EXISTING TREE LIMITS OF SODINCLINOMETER

BORING & SLOPE

HP 18x135 SOLDIER PILE

HP 14x102 SOLDIER PILE

PROTECTIVE FENCE

20' 40'0

HAY BALE

SILT FENCE

M13

C-501

M13

C-501

G13

C-501

GENERAL NOTES

TOE OF THE PROPOSED BUTTRESS.

3. EXTEND THE LIMITS OF SOD APPROXIMATELY TWO FEET BEYOND THE LOWER

ALL DISTURBED AREAS WILL BE SODDED.2.

MAINTAIN THE PLAN DURING CONSTRUCTION.

EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF WORK AND

OF THE U. S. DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN

TO ENSURE THAT SILT DOES NOT LEAVE THE SITE OR CONTAMINATE WATERS

MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

THE EROSION CONTROL DEVICES REFERENCED IN THE PLANS ARE A 1.

LEGEND

C -1

P la n S

W P

P P .d g

PROPOSED BUTTRESS

A B

D S

H E

T A

S W

P P

C-501

R A

J P

H E

E T

STORMWATER POLLUTION PREVENTION PLAN DETAILS

A B A

WITH COMPACTED MATERIAL.

FABRIC AS SHOWN AND BACKFILL

EXCAVATE, LINE WITH FILTER

4" x 4" TRENCH -

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

STEEL OR WOOD POST

2'-0"

SCALE: NTS

SILT SCREEN FENCE IN DRAINAGE

SCALE: NTS

SILT SCREEN FENCE DETAILS

SCALE: NTS

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NTS

HAY WATTLE DETAILS

SCALE: NTS

CONSTRUCTION ENTRANCE AND EXIT DETAIL

OF SLOPE, BOTH SIDES

WOOD STAKE AT TOE

BE PLACED IN "U" SHAPE

WATTLE (12" OR 24") TO

OR ALUMINUM WIRE

WITH EITHER BALING TWINE

LASH STAKES TOGETHER

ANCHOR THROUGH NETTING)

WOOD STAKE (DO NOT

DITCH BOTTOM

WATTLE

V A

WATTLE

EXISTING GROUND

AND 2'-10" MAX. ABOVE GROUND)

FENCE 1'-4" MIN. ABOVE GROUND

TO UPSTREAM SIDE OF POST (SILT

FILTER FABRIC - ATTACH SECURELY

(5' MIN. LENGTH)

STEEL OR WOOD POST

6'-0" MIN.

SEEDED THEN COMPACTED SOIL

RUNOFF

SEDIMENT LADEN

TO PREVENT PIPING

COMPACTED SOIL

OR TWINE

BINDING WIRE

FILTERED RUNOFF

SCALE: NTS

G13

TEMPORARY SEDIMENT CHECK DAM (HAY)

STRUCTURE

STORM DRAIN

GUTTER

DRIVEN INTO THE GROUND

ANCHOR WITH TWO STAKES

OPEN THROAT

SCALE: NTS

PLAN - TEMPORARY INLET SILT TRAP

M13

C17

SCALE: NTS

SILT FENCE SECTION AT TOE OF FILL

SILT FENCE

EMBANKMENT

B12

SCALE: NTS

"SMILE-CONFIGURATION" SILT FENCE APPLICATION

AXTOE OF SLOPE

COARSE AGGREGATE

PUBLIC ROAD

HARD SURFACE

50' (M

IN.) LENGTH

(3'-0" X 1'-7" X 1'-4")

HAY BALES

2" X 2" STAKE

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

GENERAL NOTES

F L

O W

FLOW

FLOWRUNOFF

(MIN.)

PLANSECTIONELEVATION

PLAN

SECTION A-ADITCH ELEVATION

DITCH CHECK PLAN

FLOW

O R

T R

E N

C H

POINTS A SHOULD BE HIGHER THAN POINT B

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B

NOTE:

SECTION

C-103

ELEVATION

C-103

FLO

FLOW

O F

F L O

FLOW

OF THE SILT FENCE SHOULD BE TURNED UP GRADIENT TO MAXIMIZE STORAGE.

SEDIMENT ACCUMULATION AND MAINTENANCE ACTIVITES. THE ENDS

TO PROVIDE SUFFICIENT SPACE TO ALLOW A BROAD, FLAT AREA FOR

SILT FENCE SHOULD BE LOCATED AWAY FROM THE TOE OF THE SLOPE#

D E

P T

1. EL. = EL. TO MAXIMIZE STORAGE.

NOTE:

SEDIMENT ACCUMULATION IS NOT REMOVED.

CHANCE OF FAILURE INCREASES IF FENCE IS INSTALLED INCORRECTLY OR IF 15.

WATER FLOWS THROUGH THE AREA.

SILT FENCE MAY CAUSE TEMPORARY PONDING AND COULD FAIL IF TOO MUCH 14.

BE REMOVED AND DISPOSED OF IN A STABLE UPLAND SITE.

IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL SHOULD 13.

UP-SLOPE AREA HAS STABILIZED.

SILT FENCE SHOULD BE REMOVED ONCE VEGETATION IS ESTABLISHED AND 12.

THE FENCE SHOULD BE RE-INSTALLED IF WATER IS SEEPING UNDER FENCE.11.

EVENTS, IF NECESSARY, AND REPAIR IMMEDIATELY.

EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM

INSPECT THE SILT FENCE INSTALLATION FREQUENTLY AND IMMEDIATELY AFTER 10.

CONSTRUCTION PHASE AND AMOUNT OF RUNOFF EXPERIENCED.

SELECTION OF APPROPRIATE DITCH CHECKS SHOULD BE A FUNCTION OF THE 9.

WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.8.

WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.7.

WHEN NO LONGER NEEDED.

MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED

MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE A

ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A 6.

APPROVED BY THE CONTRACTING OFFICER.

UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN

THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100' 5.

SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.

WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL OF 4.

POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION 01 57 20.00 09

TO ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT

COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED,

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A

PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF

DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT

THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT 3.

PONDING EFFICIENCY.

SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE 2.

CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT 1.

C -5

W P

P P D e ta il s .d g n

G13

H E

E T S

A N

D B

O X C

U L V

E R

T S

D E

T A

S F

O R P

M D

O T D

R O

P I

N L E

T A

N D G

R A

T E

C-502

R A

J P

H E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

C -5

D O

T D ro p I n le t.

H E

R P

E C

U L V

E R

T S

M D

O T J

U N

C T

N B

O X

C-503

R A

J P

H E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

C -5

D O

T J u n c ti o n B o x .d

H E

E C

A S

T M

A N

H O

L E

M D

O T S

T O

R M S

E W

E R S

T R

U C

T U

R E

C-504

R A

J P

H E

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

E S

N C

O M

P L E

T E S

U B

T A

W E

E -2

-D -0

T E

R R

A C

E R

E P

K S

B U

R G N

A T

N A

L C

E M

E T

E R

W A

R R

E N C

O U

N T

M S

K S

B U

R G

P I

L A

Y S

T R

E E

K S

B U

R G D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

E -2

-D -0

M A

®of Engineers

US Army Corps

K Y

A R

D L

A N

E S

S T

A N

T E

C C

O N

S U

L T

G S

E R

E S I

N C

B A

T O

N R

O U

G E L

E N

A M

ORAH SHEET

E N S

ED P

ROFESS

A L

S T

TE OF MISSIS

P I32826

ENGINEER

C -5

D O

T S to rm M a n h o le .d

H E

E T S

D E

T A

R E

F O

R C

E M

E N

T M

A T

H P

E R

F O

R M

A N

C E T

U R

C-505

R A

J P

H E

SCALE: NTS

ELEVATION: INSTALLATION OF HPTRM ON A SLOPE

HPTRM

SCALE: NTS

CREST OF SLOPE (COS) TRENCH

HPTRM

(300mm) MIN

1'-0"

(300mm)

1'-0"

(3 m m

BACKFILL

COMPACTED

SEE DETAIL F15

(300mm) CENTERS, SCREW PINS ON 12"

SCALE: NTS

TOE OF SLOPE (TOS) TRENCH

(1.5m) MIN

5'-0"

(0.6m)

2'-0"

(0 .6 m

SEE DETAIL F15

(300mm) CENTERS, SCREW PINS ON 12"

BACKFILL

COMPACTED

HPTRM

J15

SCALE: NTS

SIDE TRENCHES

HPTRM

BACKFILL

COMPACTED

SEE DETAIL F15

(300mm) CENTERS, SCREW PINS ON 12"

(300mm)

1'-0"

(3 m m

SCALE: NTS

BREAK IN SLOPE INTERFACE

HPTRM

SEE DETAIL F15

(300mm) CENTERS, SCREW PINS ON 12"

SCALE: NTS

SCREW PIN PATTERN AND OVERLAPS

PER PIN SCHEDULE

HORIZONTAL PIN SPACING

P E

R P

C H

E D

U L E

V E

R T

A L P

P A

HPTRM

EDGE OVERLAP

3" (75mm) MIN

E D

G E O

V E

R L

A P

(1 m m

(300mm)

1'-0" MAX

DOWN STREAM

BOTTOM OF SLOPE /

END

OVERLAPPING

UP STREAM

TOP OF SLOPE /

F15

SCALE: NTS

STEEL WASHER

1.5" (38mm) DIAMETER

DIAMETER STEEL

0.20" (5mm)

B15

SCALE: NTS

VEGETATION ESTABLISHMENT

HPTRM

TYPICAL

SEE DETAIL F15,

PIN,

FILL MATERIAL

SOD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T N

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

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

File details come from the government source that posted it. Updated Aug 15, 2025.