CARROLLTON STORAGE SHELTER DRAWINGS - 8.24.26.pdf

PDF 11 MB Posted Aug 24, 2026

Attached to: MRL Carrollton Phase III Storage Canopy
Solicitation number: W912P826BA082
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Aug 24, 2026

Summary of Contract Documents

These are design and construction drawings for the Orleans Levee District Carrollton Phase III - District Floodwall Storage Shelter project located in Orleans Parish, Louisiana, managed by the U.S. Army Corps of Engineers New Orleans District. The project is part of the Mississippi River & Tributaries Project (MR&T) and is scheduled for advertisement in May 2026. The drawings include general notes, site plans, utility disposition tables, security gate and fence details, shelter building specifications, deployable wall storage slab designs, and reinforcement details for concrete work.

The project encompasses construction of a storage shelter facility with associated floodwall infrastructure, including site development, utility relocation and coordination with existing systems (water lines, sanitary sewer, gas, electric, communication), chain-link security fencing with swing gates, a pre-fabricated metal building structure (minimum 23-foot bay spacing with 16-foot eave height), concrete slabs with specified reinforcement patterns, asphalt paving with transitions, and pathway construction. Key technical requirements include concrete with minimum 4,000 PSI compressive strength, reinforcing steel with 60,000 PSI yield strength, specific embedment and splice requirements for reinforcement, drainage provisions, benchmarks referenced to NAVD88 (2009.55), and maintenance of traffic throughout construction. The contractor must coordinate with utility owners (including Entergy and Municipal Utilities) for disconnections and relocations, maintain continuous site access, provide staging areas as shown on drawings, and restore all disturbed areas to pre-construction conditions upon project completion.

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Other files

File	Type	Posted
W912P826BA082 Bid Abstract 9.25.26 .pdf	PDF	Sep 25, 2026
Solicitation Amendment W912P826BA0820002 SF 30 9.18.26.pdf	PDF	Sep 18, 2026
Solicitation Amendment W912P826BA0820001 SF 30 8.27.26.pdf	PDF	Aug 27, 2026
Solicitation Package - W912P826BA082 - 8.24.26.pdf	PDF	Aug 24, 2026

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NEW ORLEANS DISTRICT

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CONCRETE NOTES:

10.

11.

12.

14.

THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

15.

USE THE BASIC TABLE IF ALL OF THE FOLLOWING CONDITIONS ARE MET:

13.

BASIC TABLE ALTERNATE TABLE

BAR SIZE

MINIMUM EMBEDMENT

LENGTH, INCHES

TOP OTHER TOP OTHER TOP OTHER OTHERTOP

18 14

25 19

31 24

37 28

54 42

62 47

69 53

77 59

85 65

24 18

32 25

40 31

48 37

70 54

80 62

90 69

110 85

12 12

15 12

18 14

22 17

32 25

37 28

42 32

46 36

51 39

14 12

19 15

24 18

29 22

42 32

48 37

54 42

60 46

66 51

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

MUST BE AT LEAST 2 BAR DIAMETERS.

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

A) CENTER TO CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE

MUST BE AT LEAST 2.5 BAR DIAMETERS.

SPACING

SECONDARY

REINFORCEMENT

PRIMARY

REINFORCEMENT

FACE OF CONCRETE

N.T.S.

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REINFORCEMENT CLEARANCE DETAIL

GENERAL NOTES:

STEEL NOTES:

IN THE FIELD.

SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

OUT OF SCALE.

IN THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL ESTABLISH B/L,

THE BENCH MARKS AND BASELINES ARE PROVIDED BY THE GOVERNMENT

SHOWN TO SCALE.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (*) ARE

KEEP ALL STATE AND FEDERAL HIGHWAYS AND PUBLIC/PRIVATE

ROADWAYS CLEAN DURING CONSTRUCTION.

8. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN PROJECT

LIMITS EACH WEEK AND PRIOR TO END OF CONTRACT.

TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT, ALL SUCH

CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS FILLET WELD ALONG

ALL EDGES OF THE CONTACT, UNLESS OTHERWISE NOTED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND

INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE

SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST

BE MADE FOR MACHINING.

ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL (STAINLESS STEEL),

SEE SPECIFICATIONS.

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF 4000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.

REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS

SHALL BE APPROVED BY THE CONTRACTING OFFICER.

UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS, EDGES, EXTERNAL

CORNERS, AND VERTICAL EXPANSION JOINTS.

ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE

WITH SP-066(04), AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE

CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER.

THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT

LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON

THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION

TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL

BY THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER

THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S

EXPENSE.

ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS ''A'' FINISH AND SURFACES

COVERED BY BACKFILL SHALL BE CLASS ''D'' FINISH, UNLESS OTHERWISE NOTED.

IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETERS OR THE CENTER

TO CENTER BAR SPACING LATERALLY IS LESS THAN 3 DIAMETERS, SEE ACI 318 FOR

APPROPRIATE GUIDANCE.

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH

RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING

BARS. IF EPOXY COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

MINIMUM LAP LENGTH

INCHES

MINIMUM LAP LENGTH

INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55).

AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM GRID

NORTH OF THE LOUISIANA STATE PLANE COORDINATE SYSTEM

OF 1983, SOUTH ZONE.

HORIZONTAL CONTROL, AND C/L IN THE FIELD PER THE REQUIREMENTS

OF SECTION 00700 CONTRACT CLAUSE INSERTS, CONTRACT CLAUSE

ENTITLED "LAYOUT OF WORK (FAR 52.236-17).

9. HORIZONTAL COORDINATES ARE WITH RESPECT TO NAD 83 LA STATE

PLANE SOUTH, IN U.S. SURVEY FEET.

10. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RETURN ALL

DISTURBED AREAS, ACCESS ROADS AND STAGING AREAS TO THE CONDITION THAT

EXISTED PRIOR TO INITIATION OF THE PROJECT. ANY DISTURBED OR DAMAGED

CONCRETE OR ASPHALT SHALL BE REPAIRED TO AS NEW CONDITIONS AT NO

ADDITIONAL COST TO THE GOVERNMENT.

11. DESIGN FLOWLINE OF THE LOWER MISSISSIPPI RIVER IS EL. 18.6.

12. AERIAL PHOTOGRAPHY (2019).

MAINTENANCE OF TRAFFIC

1. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TRAFFIC FLOW

ACROSS THE ENTIRE DISTRICT RESERVATION THROUGHOUT THE

CONTRACT DURATION. THE CONTRACTOR SHALL CONDUCT HIS

OPERATIONS IN SUCH A MANNER AS TO CAUSE THE LEAST AMOUNT

OF INTERFERENCE WITH TRAFFIC IN THE VICINITY OF THE CURRENT

ACTIVITY.

2. ACCESS TO BOTH NORTH AND SOUTH GATE ENTRANCES AND EXITS

SHALL BE AVAILABLE THE ENTIRE DURATION. IF A TEMPORARY CLOSURE

IS REQUIRED FOR ANY ENTRANCE, THE CONTRACTOR SHALL COORDINATE

WITH THE CONTRACTING OFFICER AT LEAST 72 HOURS IN ADVANCE TO

ALLOW THE DISTRICT TO PLAN ACCORDINGLY. THE TEMPORARY CLOSURE

SHALL NOT EXCEED 7 CALENDAR DAYS, NO CLOSURES OF THE EXITS WILL

BE ALLOWED.

3. THE CONTRACTOR SHALL PROVIDE UNIMPEDED SAFE ACCESS FOR DISTRICT

PERSONNEL AROUND THE CONSTRUCTION ACCESS AT ALL TIMES DURING

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE

DIRECTING THEM TO THE OPEN POINTS OF ACCESS.

4. CONTRACTOR STAGING AREAS FOR ALL CONTRACTOR PERSONNEL PARKING

AND CONTRACTOR SUPPLIES ARE AS SHOWN ON THE DRAWINGS. ALL

CONTRACTOR SUPPLIES AND PARKING SHALL BE CONFINED TO THESE AREAS.

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LEGEND OF DISPOSITIONS

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DO NOT DISTURB

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JAMES.E.SYRDAL@USACE.ARMY.MIL

(504) 862-2008

NEW ORLEANS, LA 70118

7400 LEAKE AVE.

FACILITIES MANAGER

JAMES SYRDAL

CONTACT INFORMATION

EXISTING UTILITY, FACILITY LOCATION AND DISPOSITION TABLES

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JSHOLAR@ENTERGY.COM

NEW ORLEANS, LA 70161

P.O. BOX 61000

(504) 615-5540

JIMMY SHOLAR

ENTERGY -

THE LINES SO FINAL ALIGNMENT IS NOT BENEATH THE PROPOSED FOUNDATION.

SHALL TAKE NECESSARY PRECAUTIONS DURING EXCAVATION AND RELOCATE

PARTICULARLY NEAR THE CONCRETE BLOCK STRUCTURE. THE CONTRACTOR

4. MULTIPLE FIBER OPTIC LINES ARE LOCATED WITHIN THE PROJECT FOOTPRINT,

OTHERWISE APPROVED.

RESTORED AND FULLY OPERATIONAL WITHIN FORTY-EIGHT (48) HOURS, UNLESS

ADVANCE. ANY UTILITIES DISCONNECTED AS PART OF THE WORK SHALL BE

WITH FACILITIES MANAGER A MINIMUM OF FOURTEEN (14) CALENDAR DAYS IN

3. THE CONTRACTOR SHALL COORDINATE ALL PLANNED UTILITY SHUTDOWNS

AND GUIDANCE.

VARIATION IN ESTIMATED QUANTITY AND OTHER APPLICABLE REGULATIONS

PRICE CAN BE MADE IN ACCORDANCE WITH FAR CLAUSE 52.211-18

ENCOUNTERED DURING CONSTRUCTION, AN EQUITABLE ADJUSTMENT IN THE

LOCATION OF UNDERGROUND UTILITIES. IF DIFFERING SITE LOCATIONS ARE

2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT

1. ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED.

NOTES:

SHEET NO. OWNER DISPOSITIONXYITEM NO.

JUNCTION BOXES

DNDJB3

Y523303.42

X3660607.19

MVNR-102

ITEM NO. SHEET NO. OWNERXY XYTO

W6 Y523283.03

X3660603.20

Y523273.83

X3660719.91

W7 Y523403.84

X3660590.40

Y523283.47

X3660603.38

W8 Y523266.55

X3660511.95

W9 Y523266.55

X3660511.95

Y523258.31

X3660361.32

Y523248.24

X3660500.10 W10

EXISTING UTILITIES - WATER LINES

Y523248.24

X3660500.10

Y523210.41

X3660504.74

Y522943.04

X3660484.24

W11

W12

Y523337.55

X3660591.57

Y5232283.32

X3660602.94

Y523283.32

X3660602.93

MVN

APPRX. SIZE APPRX. DEPTH

UNKNOWN 3'

UNKNOWN UNKNOWN

8" * 2' TO 3'

8" * 2' TO 3' *

UNKNOWN UNKNOWN

R-102

ITEM NO. SHEET NO. OWNER DISPOSITIONXY XYTO

Y523338.10

X3360585.84

Y523403.87

X3660590.34

RR BC CC

Y523338.10

X3660585.84

Y523281.48

X3660550.25

RR BC CC

Y523281.48

X3660550.25

Y523260.14

X3660361.17

EXISTING UTILITIES - SANITARY SEWER LINES

SS3

SS4

SS5

MVN

R-102

APPRX. SIZE APPRX. DEPTH

8" * 3' *

UNKNOWN 3'

SHEET NO. OWNER DISPOSITIONXYITEM NO.

CATCH BASINS

MISC. FEATURES

R-102

DND

DNDCB34 MVNR-102

Y523365.61

X3660437.11

ITEM NO. SHEET NO. OWNER DISPOSITIONXY XYTO

C8 Y523303.42

X3660607.19

DND

C9 Y523303.42

X3660607.19

Y523262.58

X3660361.81

EXISTING UTILITIES - UNDERGROUND COMMUNICATION LINES

Y523366.43

X3660722.96

MVN

MVN DND

R-102

ITEM NO. SHEET NO. OWNER DISPOSITIONXY

R-102 Y523266.80

X3660515.83

WM7

EXISTING UTILITIES - WATER METERS

ITEM NO. SHEET NO. OWNER DISPOSITIONXY

R-102 Y523272.84

X3660725.03

DNDWV5

EXISTING UTILITIES - WATER VALVES

MVN DND

MVN

ITEM NO. DESCRIPTION SHEET NO. OWNER DISPOSITIONXY XY

EXISTING ELECTRIC UTILITIES - UNDERGROUND POWER LINES

E16 R-102 Y523382.72

X3660425.80

Y523304.20

X3660588.08E110

E17 E480 R-102 Y523403.87

X3660590.34

Y523310.13

X3660604.73

DND

E19 E4160 R-102 Y523422.47

X3660726.72

Y523261.71

X3660606.02

E20 E4160 R-102 Y523258.35

X3660601.11

Y523238.91

X3660442.84

MVN

DND

RR BC CC

EXISTING ELECTRIC UTILITIES - LIGHT POLES

ITEM NO. DESCRIPTION SHEET NO. OWNER DISPOSITIONX Y

LP25 LIGHT POLE R-102 3660425.80 523382.72 MVN DND

ITEM NO. SHEET NO. OWNER DISPOSITIONXY XYTO

Y523403.87

X3660590.34 Y523198.42

X3660480.63

EXISTING UTILITIES - GAS LINES

G1 R-102 MVN RR BC CC

LP26 LIGHT POLE MVN DNDR-102 3660593.23 523318.79

ITEM NO. SHEET NO. OWNER DISPOSITIONXY XYTO

W7 Y523403.84

X3660590.40

Y523283.47

X3660603.38

RR BC CC

W8 Y523266.55

X3660511.95

E16

EXISTING UTILITIES - NEW UTILITIES LENGTHS

SS3

SS4

Y523337.55

X3660591.57

MVN

EXIST. LENGTH NEW LENGTH

165.25' 281' - 0"

121.66' 123' - 0"

105.70' 86' - 0"

187.50' 227' - 0"

65.95' 113' - 0"

66.88' 49' - 0"

R-102

RR BC CC

Y523382.72

X3660425.80

Y523304.20

X3660588.08

Y523403.87

X3660590.34 Y523198.42

X3660480.63

Y523338.10

X3360585.84

Y523403.87

X3660590.34

Y523338.10

X3660585.84

Y523281.48

X3660550.25

PVC SDR 35 *

MATERIAL

PVC SDR 35 *

UNKNOWN

DISPOSITION

DND

RR BC CC

DND

RR BC CC

MATERIAL

UNKNOWN

CLASS 50 *

DUCTILE IRON

CLASS 50 *

DUCTILE IRON

UNKNOWN

APPROX SIZE APP DEPTH MATERIAL

2" * 1' TO 8' *

UNKNOWN UNKNOWN UNKNOWN

PVC SCH 40 *

APPROX SIZE APP DEPTH MATERIAL

2" * 3' *

SCH 40 *

STEEL

MATERIAL

UNKNOWN

APPROX SIZE APP DEPTH MATERIAL

UNKNOWN UNKNOWN UNKNOWN

UNKNOWNUNKNOWNUNKNOWN

INFORMATION SHALL BE USED AS BASELINE DATA FOR THE CONTRACTOR'S ESTIMATE.

REFERENCE. AVAILABLE AS-BUILT DRAWINGS FOR THE SITE WILL ALSO BE PROVIDED. THIS

PROJECT AREA. GPR SURVEY RESULTS WILL BE PROVIDED TO THE CONTRACTOR FOR

IDENTIFYING THE LOCATION, DEPTH AND APPROXIMATE SIZE OF UTILITIES WITHIN THE

PENETRATING RADAR (GPR) SURVEYS WERE CONDUCTED IN 2018 AND 2025 TO ASSIST IN

AVAILABLE INFORMATION REGARDING EXISTING UNDERGROUND UTILITIES. GROUND

** UTILITY MATERIALS, SIZES AND DEPTHS SHOWN ARE APPROXIMATE DUE TO LIMITED

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GRADE LINE

BRACE POST

GATE POST

TRUSS ROD

BRACE

SEE NOTE 4

TRUSS ROD

BAR

PLUNGER

TRUSS ROD

BRACE

BAR

STRETCHER

WIRE TIES

GATE POST LINE POST CORNER POST

TRUSS ROD

WIRE TIES

REINF. WIRE

#6 COILED SPRING

(SEE NOTE 1)

CHAIN LINK FABRIC

BRACE

THAT AT THE GATE POST

BRACE TO BE THE SAME AS

LOCATION OF HORIZONTAL

COUPLING AT 100'-0" O.C. MAX.

TOP RAIL - EXPANSION

RAIL BY 2"

CLEAR TOP OF

" 1'-4"

2'-0" CONC. FOR POST OVER 4"

1'-4" CONC. FOR 4" POST OR LESS

10" CONC.

10" (MIN.)

A X

SEE DETAILS THIS SHEET

15'-0" DOUBLE SWING GATE

TRUSS ROD

LOWER FORK

CATCH BLOCK

UPPER FORK

CARRIAGE BOLT

PLUNGER ROD

FABRIC

CHAIN LINK

& GUIDE

LOCK KEEPER

RIVETS

FORK

1'-2" O.C. MAX.

TIE WIRE

FABRIC

2'-0" O.C. MAX.

TIE WIRE

CONC. BASE

1/2" MIN.

TRUSS ROD

1/2" MIN.

AND SPACED 1'-2" O.C. MAX.

FROM TOP AND BOTTOM

BAND TO BE 4" MAX.

STRETCHER BAR

FABRIC

?" MIN.

ENGAGE EACH FABRIC LINK

STRETCHER BAR TO

FENCE POST

EXIST. GRADE 1/2" MIN.

COILED SPRING WIRE

BARBER WIRE OR

(WIRE SIMILAR)

STRETCHER BAR

CARRIAGE BOLT

10'-0" MULTIPLES OF 10'-0" (MAX.) 10'-0"10'-0"

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®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

A N

S I

B O

R E

N G

A S

S E

X X

-X X

E T

A N

C E

S -T

O R

R E

A A

H -4

-4

A S

S H

O W

PLAN AT BANDS

WIRE TIES FOR TOP

CLAMP FOR TOP

OR BRACE RAIL

GATE KEEPER

(TO HOLD GATE OPEN)

SWING GATE DETAILS

DETAIL

INSTALLATION

TYPICAL FENCE BAND FOR WIRE

STRETCHING

TRUSS ROD & BAND

CATCH BLOCK

PLAN AT FORK

WIRE TIES FOR POST

CONC.

CHAIN LINK FABRIC FENCE

NTS

OR BRACE RAIL

DETAIL-END OR GATE POST

C3 C4

B3 B4

B1 B2

A1 A1.2 A2 A2.1 A3

NOTES

GALV. SCH. 40 PIPE.

7. BRACING AT CORNER, END AND GATES SHALL BE 1-1/2"

6. SWING GATE FRAMES SHALL BE 1-1/2" GALV. SCH. 40 PIPE.

5. LINE POST SHALL BE 2-1/2" GALV. SCH. 40 PIPE.

4. END, CORNER AND GATE POST SHALL BE 3" GALV. SCH. 40 PIPE.

3. THE FINISHED GRADE ALONG ALL GATES SHALL BE LEVEL.

THE ELEVATION OF THE TOP HINGE.

2. ELEVATION OF HORIZONTAL BRACE IS TO BE THE SAME AS

TOP AND BOTTOM EDGES TO BE TWISTED AND BARBED.

1. ALL FABRIC TO BE #9 GAGE WIRE, WOVEN IN A 2" MESH

S E

C U

Y G

A T

E A

N D

F E

N C

E D

E T

C-502

C -5

.d g n

T R

T (M

R &T

E D

R C

P H

III

O O

D W

O R

H , L

O U

N A

A D

W O

R L

E A

N S

O U

N A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W O

R L

E A

N S

T R

EAVE HEIGHT 16'-0"

BAY SPACING MIN 23'-0" ON CENTER (TYP)

22'-8" CTC1'-8"

2'-0"

2'-6"

MANUFACTURER

BUILDING

PROVIDED PER

SKYLIGHTS TO BE

S-200

S H

E L

T E

R S

E C

N A

N D

E L

E V

A T

H S

-2 .d g n

SECTION

SCALE: 3/8" = 1'-0"

ELEVATION

SCALE: 3/8" = 1'-0"

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

A T

E N

U M

B E

S I Z

S U

B M

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps a u to ti m e

Sheet of Engineers

US Army Corps

A N

S I

B O

R E

N G

A S

S E

X X

-X X

E T

A N

C E

S -T

O R

R E

A A

H -4

-4

A S

S H

O W

BUILDING MANUFACTURER

PURLIN SYSTEM PER

BUILDING MANUFACTURER

STRUCTURAL STEEL PER

PLATE CONFIGURATION.

PRE-FABRICATED METAL BUILDING BASE

CONFIGURATION IS COMPATIBLE WITH

ENSURE PRE-INSTALLED METAL ANCHOR

WITH BUILDING MANUFACTURER TO

CONTRACTOR SHALL COORDINATE

MANUFACTURER (TYPICAL).

OVERSIZED HOLES PER BUILDING

GROUTED ANCHOR PLATE WITH

T R

T (M

R &T

E D

R C

P H

III

O O

D W

O R

H , L

O U

N A

A D

T R

T (M

R &T

E D

R C

P H

III

O O

D W

O R

H , L

O U

N A

A D

1/2"

OVER BACKER ROD

FLEXIBLE JOINT SEALER

OVER BACKER ROD

FLEXIBLE JOINT SEALER

@ 12" O.C.

118" -

#4 @ 12IN

/2 C

L R

#4 @ 12IN EW

/2 C

L R

6" GRANULAR BACKFILL

3" CLR

L R

#4@12IN EW

L R

SMOOTH DOWEL @ 12" O.C.

18" -1 1/4" DIAM

SLAB REINFORCEMENT

FOR PATHWAY

SEE DETAIL 4

ISOLATION JOINT

1% SLOPE

15'-0"

3/4"

#4@12IN EW

NEW ORLEANS DISTRICT

N E

W O

R L

E A

N S

O U

N A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W O

R L

E A

N S

T R

S-302

H C

-5 .d g n

R E

O R

C E

M E

N T

D E

T A

J O

CONSTRUCTION JOINT

CONTRACTION JOINT

SURFACE OF PAVEMENT

S-302

1/2"

SCALE: N.T.S.

JOINT, SEE NOTE

REINFORCING AT

TERMINATE

GENERAL NOTES AND GUIDANCE

TO ENSURE DOWEL IS NOT BONDED TO CONCRETE.

5. PAINT AND OIL ONE END OF DOWEL OR USE OTHER METHODS

4. DETAILS SHOWN ON THE TYPICAL DRAWINGS ARE MINIMUMS.

TERMINATE REINFORCEMENT AT CONSTRUCTION JOINT. 3.

ALL WORK.

2. REINFORCING STEEL AND DOWELS SHALL BE INCLUDED FOR

LONGITUDINAL AND LATERAL FOR ALL CONCRETE SLABS.

1. CONTRACTION JOINTS SHALL BE SPACED 15 FT O.C.

SLAB REINFORCEMENT DETAIL 3

S-302SCALE: N.T.S.

PATHWAY SLAB REINFORCEMENT DETAIL 4

S-302SCALE: N.T.S.

4, #6 REBAR

(4) #6

S-302

EL. 21.25

6" CRUSHED STONE

S-302

2" BASE COURSE ASPHALT 2" WEARING COURSE ASPHALT

NEW ASPHALT TRANSITION TYPICAL SECTION DETAIL

SCALE: N.T.S.

NEW ASPHALT

JOINT MATERIAL

EXPANSION

EXPANSION JOINT

SCALE: N.T.S. S-302

JOINT SEALING COMPOUND

NEW CONCRETE PATHWAY

EL 21.25

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

A T

E N

U M

B E

S I Z

S U

B M

E D

B Y

P L

O T

S C

A L

E P

L O

T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T

N O

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet of Engineers

US Army Corps

A N

S I

B O

R E

N G

A S

S E

X X

-X X

E T

A N

C E

S -T

O R

R E

A A

H -4

-4

P I

E R

U T

A R

P R

O J E

C T

O R

L E

A N

S L

E V

E E

T R

S T

O R

A G

E S

H E

L T

E R

C A

R R

O L

L T

O N

P H

A S

E I

T R

F L

O O

D W

A L

O R

L E

A N

S P

A R

O U

N A

A S

S H

O W

F O

R A

D V

E R

E M

E N

M A

H448783_G-001

H448784_G-002

H448784_G-003

H448783_R-101

H448783_R-102 UTILITY PLAN

H448783_R-103 DISPOSITION TABLE

H448783_R-104 DISPOSITION TABLE

H448784_C-101

H448784_C-102

H448784_C-502 FENCE DETAILS

H448784_S-200 SHELTER ELEVATION

H448784_S-301 DEPLOYABLE WALL SLAB

H448784_S-302

File details come from the government source that posted it. Updated Aug 24, 2026.