VICTORIA_CU502---REV0002.pdf

PDF 224 KB Posted

Attached to
Temporary Group Housing Site Victoria, East Baton Rouge Parish
Solicitation number
W912EQ-17-R-0009
Issued by

About this file

Victoria_CU502 Revision 2

View the file

Other files

File Type Posted
W912EQ-17-R-0009-0005.pdf PDF
W912EQ-17-R-0009-0004.pdf PDF
VICTORIA_CU101---REV-0002.pdf PDF
W912EQ-17-R-0009-0003.pdf PDF
W912EQ-17-R-0009-0002.pdf PDF
W912EQ-17-R-0009-0001.pdf PDF
AMEND_0001_VICTORIA_CS101-.pdf PDF
W912EQ-17-R-0009-0001.pdf PDF
AMEND_0001_VICTORIA_CS601-.pdf PDF
VICTORIA_PLAN_SET.pdf PDF
W912EQ-17-R-0009_COMPLETE_SOLICITATION.pdf PDF
Show all 11

On GovTribe

Work with this file

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

Text version

CURB STOP AND BOX

4" - 45 DEGREE BENDS

4" DOUBLE WYE WITH

CONNECTOR

SEWER

CLEANOUT

4" SEWER

CORPORATION STOP

8" SANITARY SEWER

MHU PAD

MHU PAD C

NEAREST TO PAD CENTERLINE

STUBS IN BACK HALF OF MHU PAD

LOCATE WATER AND SANITARY SEWER

PLACEMENT

ELECTRICAL

SEE E-501 FOR

4" SEWER SERVICE LINE

3" WATER MAIN

(INCLUDES SHUT OFF VALVE)

WATER CONNECTOR

1" WATER SERVICE

3" WATER MAIN

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

ID

Sheet

/9 /2

A N

S I

D

X

X X /X

X /X

/9 /2

M E

M P

H

IS

D

IS

T R

IC

T

M E

M P

H

IS

T

E N

N E

S S

E E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

CU502

N .T .S

X X

X

X X

X

X X

X

T E

M P

O R

A R

Y H

O U

S

IN

G S

IT

E

X

S E

R V

IC

E D

E T

A

IL

S

F E

M A -D

R -4

-L

A

B.

A.

2.

RATED PIPE MEETING AWWA STANDARDS.

PIPE SHALL BE WATER WORKS GRADE 150 PSI PRESSURE

PERPENDICULAR TO THE WATER MAIN. THE CARRIER

ON BOTH SIDES OF THE CROSSING, MEASURED

A WATER TIGHT CARRIER PIPE WHICH EXTENDS 10 FEET

ENCASE EITHER THE WATER MAIN OR THE SEWER LINE IN

ENSURE WATER TIGHTNESS.

TESTED TO A MINIMUM OF 25 PSI TO

STANDARDS AND SHALL BE PRESSURE

PRESSURE RATED PIPE MEETING AWWA

BE WATER WORKS GRADE 150 PSI (1.0 MPA)

THE SEWER MATERIALS SHALL

CONSTRUCTED:

DISTANCES,ONE OF THE FOLLOWING METHODS MUST BE

MINIMUM SPECIFIED SEPARATION

WHEN IT IS IMPOSSIBLE TO OBTAIN THE

ii.

i.

C.

1.

REQUIRED.

SUPPORT FOR THE WATER AND SEWER PIPES MAY BE

FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL

SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR

AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE

LOCATED ABOVE THE SEWER.

THE SEWER WITH PREFERENCE TO THE WATER MAIN

WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW

OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE

BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE

PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES

WATER MAINS CROSSING SEWERS SHALL BE LAID TO

WHERE WATER MAINS AND SEWER MAINS CROSS:

COR ON SITE.

LAYOUT PLANS AND CONFIRMED/REVISED BY THE

EXACT LOCATION OF UNITS TO BE AS SHOWN ON THE

NOTES:

40'10'0 20'

PAD

BACK HALF OF PAD, A MINIMUM OF 7' IN FROM EDGE OF

5. WATER AND SEWER TO BE ROUGHLY CENTERED ON

4. WATER AND SEWER CONNECTION TO UNITS BY OTHERS.

NOTES:

D

E W

L

UTILITY SERVICE LOCATION

UNITS BY OTHERS.

1. WATER & SEWER CONNECTION TO

B A

T O

N R

O U

G E L

O U

IS

IA

N A

TYPICAL UTILITY LAYOUT

DETAIL

V

IC

T O

R

C U

.d g n

E B

R V

IC

T O

R

IA

N O

V

2 2

D

R A

W

IN

G R

E V

IS

E D W

IT

H R

E V

IS

IO

N N

O

File details come from the government source that posted it. Updated .