Drawings.pdf

G

F

E

D

C

B

A

US Army Corps of Engineers ®

MEMPHIS DISTRICT

2 3 4 5

0D17 PUMP STATION ENGINE REPLACEMENT

ST. FRANCIS BASIN, MAINTENANCE

MISSISSIPPI COUNTY, ARKANSAS

PROJECT LOCATION

WRIGIIT

MEMPHIS DISTRICT BOUNDARY ------

U.S. HIGHWAY ,;;:

1: 7

COUNTY LINE -------

STATE BOUNDARY --------

I

INTERSTATE HIGHWAY 40

PROJECT LOCATION

VICINITY MAP

- j

I -

LONOKE

l 1PULASKI

JEFFERSON

i' LINCOLN I I I I

', DESHA/

--1_-- - -----1-, ,, _ 1 \ DREW

I --\"":""""

SOLICITATION NO.: W912EQ21B0004

ISSUE DATE: FEBRUARY 2021

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

J\ \I

Ii

6 7

SHEET NO.

G-001

G-002

C-101

M-101

M-102

M-103

M-104

M-105

M-106

M-107

M-108

M-109

X-101

8 9 10

INDEX OF DRAWINGS

DESCRIPTION

COVER SHEET

PROJECT LOCATION MAP, NOTES, BENCHMARKS & STANDARD SYMBOLOGY

SITE PLAN

PUMPING STATION LONGITUDINAL SECTION

PUMPING STATION EAST ELEVATION

PUMPING STATION NORTH ELEVATION

PROCESS PIPING - FLOW DIAGRAM

PROCESS PIPING PLAN - OPERATING FLOOR

PROCESS PIPING - SECTION

PROCESS PIPING - SECTION

SINGLE LINE DIAGRAM

PANEL LAYOUT MCCI, 100CPI, 200CPI, 300CPI

HYDROGRAPH PLAN

THIS PROJECT WAS DESIGNED BY THE

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGIS

TRATION DESIGNATIONS OF INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOY

MENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOM

MENDATION OF ALL DRAWINGS IN THIS SET.

APPROVED BY:

CHIEF ENGR&CONST DIVISION

US Army Corps of Engineers®

SHEET ID

G-001

LU

LU

65°/o REVIEW

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

A N

S I

D

T F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

X

M

IS

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

65% REVIEW%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

A1

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

A2 DETAIL/SECTION

SCALE:99/999

TOP FRONT SIDE

ELEVATION A1

SECTION

SCALE:

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/ A2

99/999

A1

A1 A2 99/999

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

XXX

XXX

XXX

XXX

ABBREVIATIONS

TABULATION OF BENCHMARKS: VERTICAL CONTROL

BENCHMARKS ELEVATION DESCRIPTION

UNGD COMMUNICATION

CONSTRUCTION LIMIT

CONSTRUCTION EASEMENT

DITCH BOTTOM

DRAIN - STORM

PROPERTY LINE

WATER LINE

TELEPHONE LINE

NATURAL GAS PIPE

SANITARY WASTE LINE

RIPRAP - PLAN VIEW

SANITARY SEWER

SHEET PILE

SILT FENCE

RIPRAP

AGGR AGGREGATE

APPROX APPROXIMATE

ALT ALTERNATE

ALUM ALUMINUM

AVG AVERAGE

BOT BOTTOM

CB CATCH BASIN

CEM CEMENT

CL or C/L CENTER LINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CPP CORRUGATED PLASTIC PIPE

CU YD CUBIC YARD

DAT DATUM

DET DETAIL

DIA DIAMETER

DS DOWNSTREAM

DWG DRAWING

EL or ELEV ELEVATION

EME EXCAVATED MATERIAL

EMBANKMENT

EQ EQUAL

EX or EXIST EXISTING

FES FLARED END SECTION

FL FLOW LINE

FT FEET

GALV GALVANIZED

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

INV INVERT

IP IRON PIPE

LAT LATITUDE

LONG LONGITUDE

L/W LANDWARD

LTB LEFT TOP BANK

MATL MATERIAL(S)

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NAT NATURAL

NO NUMBER

NTS NOT TO SCALE

NST NO STEEPER THAN

OD OUTSIDE DIAMETER

OC ON CENTER

PP POLYPROPYLENE PIPE

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PI POINT OF INTERSECTION

PL or P/L PROPERTY LINE

POB POINT OF BEGINNING

POE POINT OF ENDING

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PROP PROPOSED

QTY QUANTITY

R RADIUS

REQ'D REQUIRED

RTB RIGHT TOP BANK

RC REINFORCED CONCRETE PIPE

ROW or RW RIGHT OF WAY

SECT SECTION

SD STORM DRAIN

SPEC SPECIFICATIONS

SST STAINLESS STEEL

SHT SHEET

SQ FT SQUARE FEET

STA STATION

STD STANDARD

STL STEEL

TC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UNGD UNDERGROUND

US UPSTREAM

VERT VERTICAL

VOL VOLUME

WTH WIDTH

WM WATER MAIN

YD YARD

PROP CONTOUR MAJOR

RIGHT OF WAY

ON SAME DRAWING

SECTION/DETAIL TITLE

DRAWING

SHOWN ON ANOTHER

SECTION/DETAIL TITLE

VIEW SUBTITLE

CONTROL POINT

IRON ROD

VERTICAL CONTROL

BORING LOCATION

ELECTRIC POLE

UNGD ELECTRICAL

FENCE

VEGETATION LIMITS

DITCH FLOWLINE

EXIST CONTOUR MINOR

PROP CONTOUR MINOR

EXIST CONTOUR MAJOR

CULVERT

BASELINE/SURVEY LINE

CENTERLINE

CUT SLOPE LINE

FILL SLOPE LINE

GENERAL NOTES

0 1' 2'

0 1' 2'

0 1' 2'

CONSTRUCTION PROJECT.

AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE,12.

FEATURES.

UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL11.

PLACEMENT AND FUNCTION.

FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER10.

WIND OR WATER.

TO PRESS STRAW OR MULCH INTO THE EXISTING GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY

ACTIVITY COMPLETION OR A TEMPORARY CEASE LONGER THAN 21 DAYS. CONTRACTOR MAY USE A ROLLER

VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITH 14 DAYS OF EITHER CONSTRUCTION

MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH DENUDED OF9.

THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO USE.

HAUL ROUTES TO TRANSPORT BORROW MATERIAL TO THE CONSTRUCTION AREA SHALL BE PROPOSED BY8.

THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.

DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM

GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES7.

OR LESS THAN 5280 FEET PER MILE.

BE ADVISED THAT STATIONING BASED ON LEVEE MILE MARKERS INDICATED BY "MX/XX+XX", MAY HAVE MORE6.

DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO5.

SHOWN ON SHEETS MAY NOT REFLECT SITE CONDITIONS AT TIME OF CONSTRUCTION.

DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON #### SURVEY ############ EXISTING CONTOURS4.

RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE

THE CONTRACTOR'S EMPLOYEES OR OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF

SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO

"CALL BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE

BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE

AT THE SITE ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS

SHALL DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR

ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND3.

DIRECTED BY THE CONTRACTING OFFICER, PLANS OR SPECIFICATIONS.

DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE2.

DISTANCE X COMBINED GRID FACTOR; COMBINED GRID FACTOR = #.#####

IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE = GROUND

TRANSVERSE MERCATOR ZONE ### IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88

HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND UNIVERSAL1.

A E

C S

U B

M

IT

T E

R

A E

C

C H

E C

K E

E

C

D R

A W

E R

A E

C

D E

S

IG

N E

R

P R

O J E

C T L

O C

A T

IO

N M

A P

N O

T E

S

B E

N C

H M

A R

K

T A

N D

A R

D S

Y M

B O

L O

G Y

G-002

M V

M

G -0

.d g n

PROJECT LOCATION

SOLICITATION NO.:

DESIGNED BY:

DESCRIPTIONM ARK

SIZE:

SUBMITTED BY:

DATE

CONTRACT NO.:CHECKED BY:

DRAW N BY:

ISSUE DATE:

S H

E E

T

ID

A B C D E F G o f E n g in e e r s

U S

A rm y C o rp s

U.S. ARM Y CORPS OF ENGINEERS

ANSI D

ST. FRANCIS BASIN, M AINTENANCE

M M M M M M M M M YYYY

W XXXXX-XX-X-XXX

MEMPHIS, TENNESSEE, 38103

167 NORTH M AIN STREET

MEMPHIS DISTRICT

W 912EQ-YY-XXXXX

MISSISSIPPI COUNTY, ARKANSAS

DD17 PUMP STATION ENGINE REPLACEMENT

R E

V

IE

W

P R

O D

U C

T

IO

N D

A T

A

P R

O D

U C

T

IO

N D

A T

A

P R

O D

U C

T

IO

N D

A T

A

N

P L

A N

V

IE

W S

C A

L E

: 1

M VM_C-101.dgn

D D

P

U M

P S

T A

T

IO

N

W C

O U

N T Y R

D

N C

O U

N

TY R

D

L E

V E

E

D

IT

C H

N C

O U

N

TY R

D

STATE LIN

E O

U

TLET D

ITC

H

C -1

SITE PLAN

AEC_SUBMITTER

AEC_CHECKER

AEC_DRAW ER

AEC_DESIGNER

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-101

V M

M -1

.d g n

S .C

A L L

A H

A N

D K

P U

M P

IN

G S

T A

T

IO

N

L O

N G

IT

U D

IN

A L S

E C

T

IO

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-102

M

M -1

.d g n

S .C

A L L

A H

A N

D K

P U

M P

IN

G S

T A

T

IO

N

E A

S T E

L E

V A

T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-103

M

M -1

.d g n

S .C

A L L

A H

A N

D K

P U

M P

IN

G S

T A

T

IO

N

N O

R T

H E

L E

V A

T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-104

M

M -1

.d g n

S .C

A L L

A H

A N

D K

P R

O C

E S

S P

IP

IN

G -F

L O

W D

IA

G R

G

F

C

E

D I

C

G

B

A K

%PRODUCTION DATA2%

ll h Al I, T If l'I T ttU./ I M. A/lfOII. TO If S�4

14 • .1

DW6, (11114)

l'/tli /NTAKf!. I..Ol/Vt.ll.

JOOFCO J,.l., EXHAUST

Sli..£Nc£R t>OOZ.1@ r, I l I

!:d:--� 1-----1 1111111 1 � 1 1 1 1 r 1. I I l I I I I I I I I I II I: It�=·•��::

, ' J .fCWI

... i � I

Iw

I � I I w rrOS/2 I " i3 I I f'Cl'<' ll� � 1 I I I �=--=- 'I . � I

I I •• , 1ltL'�1)!,(',:t',.���;;,;i\�.,;�����l-�Et��� ;,,r:,;;;J - Ifww;

is

4 5 6

5 6 7 9

:t w

'U

I' I

1:

I I I I

I i I 1.r/R>SIJ

- 'i�f'�;

'it:' II rJIC/11

'i t

2.4CIO

I .

I_

't

WAT £1· LfVll I

CGNT[ I). (AH NET

tQUC LC.1 .t

2ACIO

._._.._:::.__:,+ /wW'J r

AIR. IN TAXe. L 01/Vf::I?

- i

%PRODUCTION DATA 3%

' l r I

- ) I i?OO f'-C O 1.

�Ty l d

-==----'----"'==;:...c.:;;=-===-========

OPERATING FLOOR

SCALE:3/8

-r-a·

2 3

%PRODUCTION DATA4%

PLAN

t I , 1-r �I I I_

L, r J

L_I s f.g{AUST SIL�IJC!Tl

�OZ/

I I

30o FCO 1,:f_

� ,�, �, : :J, 1r l(0!b:-=-=,=.:��--"' .. �- __::_:�, -l------'1- - - .J i _Ll ½ �

�-,._---.i=..:=

L., rj

• I r_..., l-7

I

-j, 0 I' 21 3• 4' S'

GRAIPHIC SCALE

10'

L, I

8 9 10

11 12

U. S.ARMY

FOR INFORMATION ONLY

�QLJ. CQOLU 4

300)'/ c::i l:t l

4 .J

Fill? INTAl(f;: 1..0UV�I(

.500FCD 3+ I I -

� NOTe J

LOCATION I° DIM. TO 8£

VeRIF/£0 AFTER £QI.II� SHOP owq·s. HAVE. BEE.IV CERT/r/EO.

& INDICATES GOVERNl>'iENT FUR/..J1514£D E9UIP"1F;/./T

DRAWING IS ONE HALF THE ORIGINAL SCALE.

A

B

I

D

E

F

G t----+-�'------------------4--4----IH

IYM ZON(

SVERDRUP & PARCEL ANO ASSOCIATES INC "".,,,...",.,,., " •• ,..,.,...�

lho(,, .. +1" .,..-_,t · l'l•"""'A MEMPHIS DISTRICT_ CORPS Of ENGINEERS

I 'll .. , '"° wt .. - I"(,,..., DESIGN

Ofs.ONfO ., CF B

CHECtliEO ., WF'C

°"""" .,. GM B

MISSISSIP ... AIYER A.ND TfUIIUTARIES ST FRANCIS BASIN-MISSISSIPPf COUN" AftKANS,U

ORAtNAOI: CMSTRtCT NO 17 .-UMPING ITATtON o••w1NO ----'--� PROCE55 PIPING PLAN-OPERATING FLOOR

CHIOl.t:D ■r WFC

OATE Morch 1978 z').'FJJ,a;.,4, e :i � tu:,, MK Ht1lOt,I F

COOi! ID£NT HO

DACW1141

...,,... "-5 NOrEO

H 12

1£11111-", 21124 ,-,u 41K/471148) M-3

,,.,.,. l,IJ<>o 1 0

I

I

I

I w z

US Army Corps of Engineers®

I

I I

I

I

I I

I

I t' I

I

> > 00 0 "' z \!!

I

I

I

T I

J l w

I - -

I

I

I

I

I

I

I

' 0

Li

0 z :;;

;1lw � I

� � ED �IN UJ

iil en oo � 000 (.)

I I

0::

..J

LL

<!) z w C.

C!lz C.

a:

en en w 0::

C.

SHEET ID

M-105

65% REVIEW

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-106

M

M -1

.d g n

S .C

A L L

A H

A N

K

P

O C

E S

S P

IP

IN

G S

E C

T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-107

M

M -1

.d g n

S .C

A L L

A H

A N

D K

P R

O C

E S

S P

IP

IN

G S

E C

T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-108

M

M -1

.d g n

S .C

A L L

A H

A N

D K

S

IN

G L E L

IN

E D

IA

G R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

F

R A

N C

IS

B

A S

IN

M A

IN

T E

N A

N C

E M

M M

M M

M M

M M Y

Y Y

Y

W X

X X

X X -X

X -X -X

X X

M E

M P

H

IS

T

E N

N E

S S

E E

N

O R

T H M

A

IN

S

T R

E E

T

M E

M P

H

IS

D

IS

T R

IC

T

W E

Q -Y

Y -X

X X

S

IS

S

IP

P I

C O

U N

T Y

A R

K A

N S

A S

D D

P

U M

P S

T A

T

IO

N E

N G

IN

E R

E P

L A

C E

M E

N

M-109

M

M -1

.d g n

S .C

A L L

A H

A N

D K

P A

N E

L L

A Y

O U

T

M C

C I, C P I, C P I, C P

SOLICITATION NO.:

DESIGNED BY:

DESCRIPTIONM ARK

SIZE:

SUBMITTED BY:

DATE

CONTRACT NO.:CHECKED BY:

DRAW N BY:

ISSUE DATE:

S H

E E

T

ID

A B C D E F G o f E n g in e e r s

U S

A rm y C o rp s

U.S. ARM Y CORPS OF ENGINEERS

ANSI D

ST. FRANCIS BASIN, M AINTENANCE

M M M M M M M M M YYYY

W XXXXX-XX-X-XXX

MEMPHIS, TENNESSEE, 38103

167 NORTH M AIN STREET

MEMPHIS DISTRICT

W 912EQ-YY-XXXXX

MISSISSIPPI COUNTY, ARKANSAS

DD17 PUMP STATION ENGINE REPLACEMENT

R E

V

IE

W

P R

O D

U C

T

IO

N D

A T

A

P R

O D

U C

T

IO

N D

A T

A

P R

O D

U C

T

IO

N D

A T

A

-1

M VM_X-101.dgn

S.CALLAHAN

DK

HYDROGRAPH PLAN

. T

H E

H Y

D R

O G

R A

P H

D A

T A

IS

F

O R

IN

F

O R

M A

T

IO

N O

N L

Y

. T

H E

S T

A G

E G

A G

E

IS

L O

C A

T E

D A

T D

D

P

U M

P

IN

G S

T A

T

IO

N D

IT

C

H

IN

L E

T G

A G

E N

E A

R H

A L

F M

O O

N , A

R . 3

.9

N

, -9

.0

E

N O

T E

S

B

S C

A L

E : N

.T .S

H Y

D R

O G

R A

P H

P L

STATUS: FOR SOLICITATION - NOT FOR CONSTRUCTION