A03 - ACM Supply_Drawings.pdf

D

C

B

A

MISSISSIPPI RIVER

2022 ARTICULATED CONCRETE MATTRESS

ST.F NCISVILLE CASTING FIELD

ST. FRANCISVILLE, LOUISIANA

30°46'

30°45'

91°25'

24'

FELICIAN

91°24'

Alelevatlons are expressed In feet and refer to North American Vertical Oatun 1988.

Contours above and below Low Water Reference Plane ore expressed In feet at 10 ft. Intervals.

Planimetry from oerlal photographs flown November 1991.

• Distances on Mississippi River above Head of Posses ore shown ot I mile intervals, 1962 survey.

Polyconic Projection, North American Ootum 1831 ls dlsployed.

Lambert ConformolConlc Projection 1831 was used to complle the mops.

L.W.RP. - Low Water Reference Plane, which is 5.2 ft, N.A.V.D. for Bayou Soro.

Survey Dote: I April 2003

St. F,onci

'3 _, -16 -13 -18

" <.> -10 0 -12

" C -18 V)

V, -18

-14

0 4� .. >- -13 c:t "' ... a, l£ -9 -13

... -ll

V) _.

... -7

-9 -7

-11 ...

-11 _.

-10 -6 ... -9

_, -7

-10 -6 _. -7

_. -6

-ii

-7 -ii

-10 ::.l -1+

--5 -I

Safety is a Part of Your Contract

91°23'

-12

-13 -11 i1'

-ii

I Fl EE3 100 0 100

22'

PARISH,

91°22'

SCALE 1:10,000

FEET

0 1000 2000

UETERS

EE3 EE3 EE3

500 1000

UILES

I

THIS PROJECT WAS DESIGNED BY THE

NEW ORLEANS DISTRICT OF THE U.S. ARMY CORPS

OF ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152,

30°47'

46'

45'

ARK AN SAS

SHREVEPORT

I

TEXAS �1

G u f

L

0 u IS I A N

LAKE CHARLES

0 F

MONROE

NATCHEZ

A

M E

VICINITY MAP

SCALE OF MILES

20 0 20 40 60

INDEX TO DRAWINGS

DWG. NO. TITLE

C-01 GENERAL MAP

C-02 FIELD LAYOUT

VICKSBURG

PROJECT

LOCATION

CITY

C 0

C-03 TYPICAL LAYOUT AND STANDARD DETAILS

C-04 STEEL FORM FOR CASTING

C-05 RED RIVER LANDING HYDROGRAPH

C-05 BATON ROUGE HYDROGRAPH

THIS PROJECT WAS DESIGNED BY THE

CORPS OF ENGINEERS, NEW ORLEANS

DISTRICT. THE SIGNATURES AND THE

REGISTRATION DESIGNATIONS OF THE

INDIVIDUALS APPEARING ON THESE

PROJECT DOCUMENTS ARE WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. THESE

SIGNATURES INDICATE THE OFFICIAL

RECOMMENDATION OF ALL DRAWINGS

IN THIS SET.

APPROVED BY:

DISTRICT COMMANDER

APPROVAL RECOMMENDED BY:

FTL CIVIL

CHIEF CIVIL

CHIEF ENGINEERING

B

B

D

US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

A

U G

.d gn R

R

IV

ANC

ANC

ISIO

H

H

N t; z - 0 c,: - .... � Cl> rn � --w> C w i5 ffi ;; �w (!) ...J z z ...J -w <C ffi O a:

� � Q, c:: c:: �

- 0 - � u rn cr.i �

SHEET

IDENTIFICATION

NUMBER

C-01

A C

M 1_

30•4&'30"

D

C

B sz11,o�o---

A

Ii-> I� fo \ '6

Safety is a Part of Your Contract

- Ii--> 0

"' I� � • ,.,, 10 q I '6

� 2"WATER METER AND CUTOFF

I I

I • I•

I ... _., US G

✓• L -.. -.. _ .. -.. :. .. :. ov•r Fl o "' � r !-- - - ......... ·-•• .. • • ". GATE :. ••••••. ,61!.-;,�,-_ _ ............... >-Vii,,,. ... ,., - ..... � -•-. ··- � '"'"@ --

ACCESS ROAD <GRAVEL>

AND LEVEE CROWN

GATE VALVE

DIXIE ELECTRIC POWER LINE-..,

Ii--> I'& 1·0 I '6

.,g 1"'0 i-->"' I"'� q \�

I '6

..... .u.

-·-· �, .. ,., -- ....... :t ---·- •.. ,,,,,, - - 1·•··'!11.N

/: -, ·-·-·-•-. ,,,,,,,,,,;-;;-,;:--__ ............ : ''••�"'t't,•,":',-,-

3" WATER LINE

3"WATER METER AND CUTOFF

I l I , I I I l l ' I

,a,,,,,,,,,,,,,, I I 1 I I'@'

GULF STATES UTILITIES

POWER LINES

.: .. ! 'I ITC -·-·-- �.,,,,,,,,, --- ······-··-·•-•,-, I .,,,,,,•,•.�··-·· .. "' I I -•-•-• "'"""'" -- - - : "••••:'::!.a,,,., ;: I I 1 -•-•- "'"@», -- ••• 'IGl'111,,:�••••• .. ,. ·-· - .,., •. TELEPHONE LINE l1Jt,,

• I I -•- ■-

W I I I •-•-■.._ --- ,,,,,,,�••�•••••

...... i I I

.... " I I

I .. • I I •-•-

••'9.la ■ .... I •-•- - ''IWI•'"'••• I ., ,. I I •-•-•-•

' •••-., I I -•-•-• --- ""•,!���••••i ., .. " ! I I ==::!:!!!:

" I I -

--- S .. I -, \ •-•- --- �

ALL TEL EPHONE & ELECT RICAL

SERVICE TO POL E

� OFFICE BLDG.

r----LUN CH SHEL TER ; •• I I I •-•- - � I I I •-•-•-• -- •••••-' I - - ·····-' I

·-· -·• I -•- '- ••••� ,, ·-· ' ,,, .... ! \ \ \ \ ·-·-----._ DITCH ---�--1 '••,::�.

\ I, .3· C \ � ---- •!!�;-..

! \ \ V) V') \

---------'=1!Qt� VAL

----t::

••,!�������t-...

I ,1,P ,, ! ' <fl Vl <fl :::;; :::;; I I l

\ \ \ i � � � � ! � � \ \ f?�fACTOR•s WOR ·~-i 1 ,-�-_-~_:-•��=\ --....:-___--__ ......... ..._ ,,,,. ,':,,,.,.�,.,.,,,.,.

� DIXIE ELECTRIC POWER L INE

DITCH 0.1% SLOPE

STORAGE AND ST AGING AREA ---'_;--......_

i :, :, au. � � � � u.

GE, ANO STAG

K tN'c AR f I I I f !, ·~·-'.°:.;---

�" 2" WATER LINE '-...;:_--.. ..._ _ ,,,,:::,:::,.

i ' ' u. u. cr, ro r- <D �·

.;,; .;,; \ ---. EA I • \ \ ~--.. ..._---....._ '•,:: ...

i \ \ � -=::i- q- � rn rn rn rn rn j ! \ \ \\ '-..... .... '-......... '••�!:":!

• I I ---

I \\ \·, V) V) -- ...... ---

� � � '----=------ ·----------- i I i

I

■ \\ ,. � � D

V)

� \ \ -----:.:::.:_:_E'!_CH_·:·:·.1 L.'.------------- \�\' e 5:

�rcl-f -----::...--__---__ ......... �-:

V)a::: �0 a::: l.J... 0 V) qi

I \ '1 - ______ __:,_-_:_\ IV) ' ~ • ----- (\J l() ....... .... , __ i \ 1, r-.:::-�---------1 l()

V) l.J... IV) �

I 11 IV) � -- --.

L{') (\J a:::

L{') 0 l.J... • 11 I� l/) Q:: V) '-. '-.

ELECTRIC WATER PUMP

<CONTRACTOR'S>

V) V) � V) a::: � � a::: V)

- I I I I �

� Q � � ....._,.::

� \\ � 1 e e � e � (\J L{')

0 a:::

0 l.J... 0 l.J... l.J... U.S. GOV'T R.O.W. : ', I a::: ' ·� L{') l.J... : I I - I -.., t-,o, CO

V)a:::

0 � .,. IV) .,. (\J .,.

l.J... a:::

" • I I ...... I V ""

:_ i 11 I V V (.!) .-• • I 1 C..:, I V I I .,. .,. l.J... V) V).,. � � ;. i11 _ "'7 0 ,,

• 11 ..:r:... I 11 /

,$ i•1 (.:) I ,, IV) a::: a::: .,. 0 0

- :1 , ..::c: I ,, Ii

I \

1..- I- I 11 l.J... l.J... -

, 0 o L.--: '----: , \.---' � L---- J I I ' t co

IV) I

1·30" CULVERT

WITH FLAP GATE

INVERT EL. 31.6'

INVERT EL. 32.0'

\ �:P' 20' 2_0' o 20' 20' 20' 20• 2ci' 20' 20' 20' o 20• 20' 20'

I I F i

"1 I,·,...--=. 0 2: , ' O

• I I <( ' : : I LE

111 J ,',' ft" ••

I

I: 11 LLJ I

� ! \ ;:? I : : I f 11',.._ __• : : er : : : I ; CA i11 QI JI

I I I: 1, F-- ' , , lfi

I ! : : Vl ,: • , , : : i-;- -,11-, --- LE I I I I I I , I, I I I I I i11 l/') l/') I jl 2 , , : I I

•" 1,,/) l/') (./'l l/') � ..:::_ J I I ! I I l/') VJ -o;;; -<. ':';?: � .&. _e;. I I J

I ' ;, , • 2 • ;;I , I 1 -<. VJ :2 .&. ,.&. 0::: Q:'. 0::: 0::: 0::. I I I I

Ill� 0::: 0::: 0::: Q Q Q I {_ 1 r., ii

I :110::: � Q Q Q Q Q U. I £ jl 1 1, 0 0::: U- LJ.. LJ.. LL , ,r I :11 0 LJ.. LL LJ.. I 11

I 11Ll- t_Q: LO o:q- r<"> r,,") 1 11 I • I I U- (j'l C:0 I'-- ..,... ..,... r<) r<) r,,") I I I

I I I N - r<) r<) r<) 1" ' I' ' I I I I :1,o:q-""" I jl I I I I I I : I I I I I I I I I I I

I I

I I

I

I I I I

I

I

I . .

I

U.S. GOV'T R.O.W •

LA. STATE HIGHWAY 1258 : 11 I 11

I I I I I I :11 I I rl

I i i I i i I .

STORAGE AND STAGING AREA

(\J

V) V) I 11 I I V) V) ,;:;;r-V)

(/) I I :11 I 1 ,.._ V) C..0 ;:: 1,f) -� JV")� JI

3:: - 3:: V) V) ! I I I I -�

Q

- I I • I I I J Q U

O O UQ::

0 I I 0u 0 0

3::

V) V) V) V) (\J 3::

V) w a::: u a::: 01 3:: co 3:: V) V) L{') 3::

V) IV) 3:: 0 - 3::! , , ! , c.., ....... ,.,a:: ua:: w Her 1 1 I' I I

1 1 ,1 1..1.... u..r lLJ ....._, ,' !. w 0 ,-..3:: .,. 3:: 0V) .,. V) u a::: 0 0 <.O 3:: 0 0 u a::: u a:::.,. u a::: 0 0

1 , , <fl , � Vl .,.

Vlv v,.,. - I I"1, 1,,/) N� I I V>v V>v JI -

I / i / / --

ELECTRIC WATER PUMP

<CONTRACTOR'S>

w u a::: 0 u a::: u a::: w - w u a::: u a::: w V) .,. V) w w u a::: w w w V).,. V) :!!:�\', V) r<13:, NO \ ,' ,'/ ,, , '' ..-;;:: No a:: --- ._____, / ' ' I l -- .,. V).,. w V) :!!: VlV- V) :!!: V) V) .,. -- .,.

: I I NO 0::: u I I ! '' Vl lD a:: u u.1..- ________________ _j '' I l -

; (1 i I I i I I

INVERT EL. 28.0

I I 1./) I'"- 3:, N (.) uJ q'" \/)- - -- I I ! I I C:03:= NO LJ..1..,.... l/)- -- -------------------- .... _

--- L I 'J • 1 1 0 ll) NO U -f----=-_ - - _ _ _ -

, <fl -� a:: uet:: w l/')- --- -- --------- ___________ - I l

I -,.. 1•, ;=i-- u --- --- =----- ----- -------- ""' V i : : ,,.., ,,.., o u � u.1 .,. '(½ '.:'!: <fl

_ --- f --- --- - - - -===-===-���:::::::::��======;;;,.... r:

; I I

I I INVERT EL. 29.23'

DITCH 0.3% SLOPE \ \ \ :i ,,-, �; 'i½'.:'!: ____ Lvi ___ -_ _,_'-----:-;:-�-�-�-:-'.:-:-:-�-�-:-�-�-�-�=-=:_-:_.:-_::::,��\ GATE h iil

--Lr-H-AE-=-oL�OT-UE�T R:::::::: _________ ,:-.:-:::-;:-,,_.,_ ..

' :'.'.":'":":":"'::":'"::"�i!!J""""

I 1 1 uJ ""3"" -- :: / / # @"" o

J

I� lo I '6

I

• - ,,,... 11111 ·~--.!._ INVERT EL. 28.65'

i

\ \ 1..<ll-

TOE OF LEVEE ___ __ ,,,, ( i i>

TRANSFORME�

1·-·TI11r·-·-•-iliif'-·.?.l,1?irt.!.�� l

�1 G

L--77 -- �, _-? / 1 1 ! � ...... @····· .-·-,un·-· -/ _.. ••••• •• .. ••••••••••1•• •••-=. \ GATE .- r j I • ••• __ ... •11111 ·-·-·-·RE ..... ,···· ! ---....... -- 1 1 J • -r-·,nh i :... ____ _

......... l \ ', .... ---.... ---- / t 1J1' -. ·-1,·m

................ U.S. GOV'T R.O.W. \

2• WAT�_/ LINE;/

•.-•-•-•- .-----·-·mi(.- ---------------------------•--------

���===�t:.""�;;;;:;::::::::::1� .... . \ \ , , R\

1111 - - - - - -

..... --■--■•-··-·····-··-···· i ', \ /--;✓/

\-! •. •·" �-DITCH 0.3% SLOPE ; , ./,;' -- i I •••""'

• \v/_,,,-......_ .,,- ,,:::

BAYOU SARA REVETMENT

i .. ,................ \ ) I __ ,,..- �s ___ Wll. ..

- \ 1\111 .J j 11111 ! / \ / • \!lll-------·-· ·-----·, 11111 lllll--·-·-· I_ 2-48"C.M. CULVERTS

WITH SCREW GATES

I

INVERT EL. 27.5

ACCESS ROAD <GRAVEL>

AND LEVEE CROWN

sz'?.!-02�

. ,.,, \ i--> I� l·o

I 't, 100' O' i r

,,, , -i-· 1:-_____ /'t.._ __ � � I I WAS TE CO�.f£"'

�---·-!ill\---·---

� ', '�1 ) DISf.Q�"C' AREA

! '-,,,- ,,,, ,,.. - LOADING DOCK

I i .,,,,..,., : £. ., .... ! ,;>\.t,.�,,,,,,,, ; �,ct ,,,, ,,,, i <'. �£."' ,,,, ,,,, : �£_'(� ,,,, .... L,t�,,,, -,,,, "t'I" ,,,, .... '-o"t' ,,,, ,,,, 100' 200'

I I

SCALE: 1:2000

300' 400'

I I 600'

NOTE I:

CAPACITY OF FIELD = 359,000 SOS MAT

NOTE 2:

PREVIOUSLY CAST SQUARES OF CONCRETE MATTRESS ARE STORED

ON THE CASTING FIELD. THE NUMBER OF SQUARES AND SECTION LOCATION

THE STORED MATTRESS WILL BE FURNISHED THE CONTRACTOR PRIOR

TO NOTICE TO PROCEED •

NOTE 3:

EXISTING RIGHT OF WAY TO USACE OWNED LAND WILL BE USED.

LIMITS OF WORK ARE FULLY ENCLOSED BY EXISTING RIGHT OF WAY.

NOTE 4:

OF

THE FIELD IS PROTECTED BY A LEVEE ON THE NORTH, SOUTH, AND

THE FIELD IS PROTECTED BY A LOCAL ROAD ON THE WEST SIDE.

The LEVEES TIE INTO THE ROAD ON THE WEST SIDE.

EAST SIDES.

LAMBERT CONFORMAL CONIC PROJECTION 1983 NORTH AMERICAN DATUM

\ ,.,, ' ,.,, .,g Ii--> Ii--> ,� '° 0 ,� - "' \� I� 0

I"' � ,.,, \o l"o ·oq 1 '6 I '6 30

0 4 ':,' 30• I 't, q

ROAD <GRAVEL>

' ,.,, Ii--> I?;.

lo I '6 szz,0�---sz1,o�---

US ARMY CORPS

OF ENGINEERS

NEW ORLEANS DISTRICT

t; z - 0 c,: -

.... � Cl>rn � - -w> C w i5ffi ;; � w (!) .J z z .J - w <C (!) u. > ffi O a:

� � Q, c:: c:: �- 0 - � u rn cr.i �

SHEET

IDENTIFICATION

NUMBER

C-02

A

U G

A C

M 2_

.d gn

A

U G

A C

M 3_

.d gn

UG

A C

M 4_

.dg n co

LO

.... "" N e-

V, i �i� c--�

• "'o

<O w w o z

I

,:t::

-I.O

LI)

-00000�

LU

V')

0N,-I

,-I0V')V')� lO

LI). I

-00000�

,-I

V')V')�

0"

UJ

0'° r

0"' i

L

0<t 0m

.. 1:l 880/\'v'N 0N

0.., 01D ec2015

01N ov2015 ct2015

01Sep2015

01Aug2015

01Jul2015

01Jun2015

01M ay2015

01Apr2015

01M ar2015

01Feb2015

01Jan2015

01D ec2014

01N ov2014 ct2014

01Sep2014

(5 u 01Aug2014

LUcc

01Jul2014

LL0

01Jun2014

01M ay2014

CC

01Apr2014

01M ar2014

01Feb2014

01Jan2014

01D ec2013

01N ov2013 ct2013

01Sep2013

01Aug2013

01Jul2013

01Jun2013

01M ay2013

01Apr2013

01M ar2013

01Feb2013

01Jan2013

01N ov2012

01Sep2012

01Jul2012

01M ay2012

01M ar2012

01Jan2012

01N ov2011

01Sep2011

01Jul2011

01M ay2011

0cc0 01M ar2011 uLU cc

01Jan2011

01N ov2010

O

LLJa..

01Sep2010

01Jul2010

01M ay2010

01M ar2010

01Jan2010

01N ov2009

01Sep2009

01Jul2009

01M ay2009

01M ar2009

01Jan2009

''l::l d l V

NO

I.Ld l� S30

....J

-I.O

LI)

-0000

,-I0V')V')�

....J

-lO

LI). I

-0000

,-I

V')V')�

0"

�W W l� ddV

I 3.lVa

0'°

0"'

NO

l.lc:1

1'1::10 S30

0<t 0m

··1:l 880/\'v'N vl8 v-1>- H

:M

B r m

N

1::1

Noo·�zoin,wovl

IS

NV

:3V\I

VN 371.:1

:321s OZOl

/V /0

I

:3.

va

J.

O l d

:3'"l'<r.)

S

ClclO.:IM

::) ·r M 3Hl0'iL-'l

:·o

N .l:J� lNO

:J :As (]3il lr4 Bns t-

--1

####-8 -S

-8 d C:

M

:J llll

!:I

M

:·o

N NO

I.LV.11:: m o s :As 0)1::J

:As NM

'<I N

'<I

IS

ln O l 'S

N '<l

H O

M

N

.L :J

IH

.L

S

IO

S N

'<l llel

M v

:3 v a

'!:IMS I S�33NIEIN3 :::10 Sd�OO AV\IW ·s

·n :).£1 a3N�IS3□

0N aJ

0.., ct2020

22Sep2020 08Sep2020 25Aug2020 11Aug2020 28Jul2020 14Jul2020 30Jun2020 16Jun2020 02Jun2020 19M ay2020 05M ay2020 21Apr2020 07Apr2020 24M ar2020 10M ar2020 25Feb2020 11Feb2020 28Jan2020 14Jan2020

31D ec2019 o

17D ec2019 uLLJ

03D ec2019

LL

19N ov2019

05N ov2019 ct2019 ccLLJ ct2019 a..

24Sep2019 10Sep2019 27Aug2019 13Aug2019 30Jul2019 16Jul2019 02Jul2019 18Jun2019 04Jun2019 21M ay2019 07M ay2019 23Apr2019 09Apr2019 26M ar2019 12M ar2019 26Feb2019 12Feb2019 29Jan2019 15Jan2019 01Jan2019

01D ec2018

01N ov2018 ct2018

01Sep2018

01Aug2018

01Jul2018

01Jun2018

01M ay2018

01Apr2018

01M ar2018

01Feb2018

01Jan2018

01D ec2017

01N ov2017 ct2017

01Sep2017

(5

01Aug2017

LUcc

01Jul2017

01Jun2017

LL

ay2017 Ei a..

01Apr2017 ar2017

01Feb2017

01Jan2017

01D ec2016

01N ov2016 ct2016

01Sep2016

01Aug2016

01Jul2016

01Jun2016

01M ay2016

01Apr2016

01M ar2016

01Feb2016

01Jan2016 z0

LO

W

LL

<n !z

'<I N

'<I

IS

ln O l '3

11\ S l:J N

'<fl,j

'.L

'<fl,j !c)

Q H

CJ

J.

H D

N

IO

N \1

H

IH

1, D N

I.L S

'<l

11\ S l:J N

'<fl,j

. .L

H .L.L

'<I

.L

H

:J N

.L

'<ll n

:J I.L lel '<I

D N

I.L

'<l:J lel

IH

ld d lS S

IS

I�

1-<C

C)

C>

0:::

a..

Z O

O i:2

<C

_J

(0 a..

LC:!

a...

(1)

2=:

CX)

CX)

I-

(l)

LU

l-

C ctl

Q) en c..

ct!

.,:ti

"C

Q) cn c

-{g

.s::::.

a>

:.C

U a, E>, co

C:

L..

,u E

U)

-c

.0

:::s

E

Cl

""O l5_

. u a>

.9 ctl

-c

_en

..c

,. ' .S::::.

ct!

1n

C:

I e e:!

C..

-c ti::::

cn cn

O

C..

ti=

't;

m

I-s oa> u en u a>

. en

.. , .2::

.b

I

...J

(1)

'-I--t5 o O

1:

.S::::.

L..

. C

.9

. Cl

..C

U)

.El ct1

:.c

C..

C)

C)

Q) Q)

:l=

C a, ..c ct1

_ a>

E c..

z

,_o a> m

-:5

:l=

:::s

-S

E c:

a:i o _ c a>

:::S

'' E

"C

.S::::.

ct!

Z 1-

-.2 -:5 c..

<C

LU

wC

C

M 5_

.d gn

M 6_

.d gn