GR99_C-201.pdf

PDF 168 KB Posted

Attached to
Force Main Replacement Project Federal contract opportunity
Solicitation number
W9128F19Q0098
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

GR99 C-201

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Other files attached to Force Main Replacement Project, newest first.
File Type Posted
W9128F19Q0098_Amd_01.pdf PDF
MGR259-331_E24_(U-20),_SANITARY_SEWER_DETAILS.PDF PDF
GR99_C-401.pdf PDF
31_00_00.pdf PDF
33_05_23.13.pdf PDF
GR99_C-101.pdf PDF
W9128F19Q0098_-_FORCE_MAIN_REPLACEMENT_PROJECT.pdf PDF
MGR259-331_E9_(U-5),_UTILITY_PLAN_AREA_D.PDF PDF
MGR259-331_E18_(U-13),_FORCE_MAIN_PROFILE_AREA_D.PDF PDF
MGR259-331_E8_(U-4),_UTILITY_PLAN_AREA_C.PDF PDF
33_34_00.pdf PDF
GR99_C-301.pdf PDF
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Text version

®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 S

O M

A H

A

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A p p ro x im a te l o c a ti o n o f w a te r li n e s

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31+0030+00

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34+0033+0032+00 35+00 36+0028+00 29+00

SCALE:

FORCE MAIN PROFILE

HORIZ. 1 INCH = 30 FEET

VERT. 1 INCH = 5 FEET

1740 1740

M in

D e p th

Existing Asphalt Pavement

M in

D e p th

Exist. 11 2" Force Main

V o n

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Exist. 11 2" Force Main

S ta

H o ri z o n ta l B e n d

Exist. 11 2" valves New 11

2" valves

S ta .3

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A p p ro x im a te l o c a ti o n o f e le c tr ic a l c o n d u it

S e e N o te

Existing Grade

Approximate

S e e n o te

A b a n d o n w a te r li n e

A p p ro x im a te l o c a ti o n o f

NOTE:

1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS & INVERT ELEVATIONS OF

EXISTING UTILITY CROSSINGS. MINIMUM DEPTH OF COVER SHALL BE

8 FEET. EXISTING UTILITY DEPTHS ARE APPROXIMATE.

S e e N o te e le c tr ic a l c o n d u it

A p p ro x im a te l o c a ti o n o f

Horizontal Directional Drill Shaft

Horizontal Directional Drill Shaft

M in im u m

' R

M in im u m

' R

S ta

N e w C le a n o u t to b e I n s ta ll e d S e e D e ta il o n S h e e t C -3

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C le a n o u t to b e R e m o v e d a n d R e p la c e d S e e D e ta il o n h e e t

C -3

S e e N o te e le c tr ic a l c o n d u it

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2 3 4 5 6 7 8 9 10

SHEET ID

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