B.08.03_-_Amendment_0001_Attachment.pdf

...\Kanopolis_UCSR\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\COVER SHEETAND INDEX

2:28:10 PM 8/5/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SEE COVER SHEET

GI001

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KANOPOLIS DAM AND RESERVOIR

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KANSAS CITY DISTRICT

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SMOKY HILL RIVER KANSAS

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JULY 2019

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UPPER COLLECTOR SYSTEM REPAIR

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®of Engineers

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GI002

GI001

CS501

CS101

GENERAL

LOCATION AND VICINTY MAP

KA_GI001.DGN

KA_GI002.DGN

KA_CS101.DGN

KA_CS501.DGN

SHEET NO. TITLE FILE NO. CADD FILE NO.

RC001 KA_RC001.DGN

RC002 KA_RC002.DGN

COVER AND INDEX

SHEET INDEX

CIVIL

SITE DETAILS

OVERALL SITE PLAN

RESOURCE

RC003

RC004

KA_RC003.DGN

KA_RC004.DGN

RECORD DRAWING

RECORD DRAWING

RECORD DRAWING

RECORD DRAWING

RC005 KA_RC005.DGNRECORD DRAWING

10FT±

10FT±

285FT±

10FT±

330FT±

MIN. PIPE COVER = 36IN

MIN. PIPE COVER = 36IN

124FT±

MIN. PIPE COVER = 36IN

10FT±

SEAL NEW PIPE IN WALL OPENING WITH NON-SHRINK GROUT

BACKFILL

EMBEDMENT "OD"

3 X OD, MIN.

FINAL BACKFILL

6IN MIN.

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1 ON 3

1 ON 2.5

1 ON 3

1 ON 2.5

1 ON 3

1 ON 9±

1 ON 2.5

1 ON 3

1 ON 8±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

TO REMAIN

EXISTING PIPE(NAVD 88)

ELEV = 1455.96'±

(NAVD 88)

ELEV = 1491.37'±

EXISTING GRADE

TO REMAIN

EXISTING PIPE

(NAVD 88)

ELEV = 1453.91'±

(NAVD 88)

ELEV = 1491.37'±

EXISTING GRADE

24IN CMP

SLIPLINE EXISTING

(NAVD 88)

ELEV = 1491.37'±

EXISTING GRADE

(NAVD 88)

ELEV = 1455.67'±

TO REMAIN

EXISTING PIPE

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

CATCH BASIN

TYPE 'A'

CATCH BASIN

TYPE 'A'

CATCH BASIN

TYPE 'B'

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

HORZ BEND

60-DEG±

CATCH BASIN

TYPE 'B'

24IN CMP

SLIPLINE EXISTING

TYPE 'B'

CATCH BASIN

TYPE 'A'

CATCH BASIN

CATCH BASIN TO PIPE BEND

FROM OUTSIDE FACE OF

REMOVE EXISTING 24IN CMP

GRATING FOR CONSTRUCTION

TEMPORARILY REMOVE

AT OUTSIDE WALL FACE

CUT EXISTING PIPE CMP

NON-SHRINK GROUT

WALL OPENING WITH

SEAL NEW PIPE IN

GRATING FOR CONSTRUCTION

TEMPORARILY REMOVE

MIN. 20" NEW PIPE ID

TO DRAIN

MANHOLE INVERT

GROUT NEW

INSTALLATION)

ENABLE SLIPLINING

AS NECESSARILY TO

OF EXISTING PIPE

(REMOVE PORTION

TO BE SLIPLINED

EXISTING 24IN CMP

TYPE 'A' CATCH BASIN

TYPE 'B' CATCH BASIN

TYPE 'A'

CATCH BASIN

24IN CMP

SLIPLINE EXISTING 4IN MIN. DEPTH BEDDING

= 2.85%

MIN. SLOPE

NEW PIPE

SLOPE = 2.85%

NEW PIPE MIN.

SLOPE = 2.85%

NEW PIPE MIN.

NEW PIPE

HAUNCHING, TYP

1.5 MIN, TYP

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TYPICAL PROFILE - UPPER DRAIN PIPE 1

SCALE: NTS

SCALE: NTS

TYPICAL PROFILE - UPPER DRAIN PIPE 8

SCALE: NTS

F7 SCALE: NTS

TYPICAL PROFILE - UPPER DRAIN PIPES 2 TO 7

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DEMOLITION - EXISTING PIPE

A7 SCALE: NTS

CATCH BASIN - TYP PIPE GROUT DETAIL

SEE SHEET RC005 FOR AS-BUILT DETAILS OF EXISTING CATCH BASINS.2.

GROUTING NOTES.

WALL. GROUT THE NEW PIPE IN PLACE IN ACCORDANCE WITH PIPE

THE OPENING OF THE EXISTING 24-INCH CMP IN THE CATCH BASIN

INSTALL NEW PIPE AT THE EXISTING CATCH BASIN CENTERED INSIDE 1.

NOTE:

SEE SHEET RC005 FOR AS-BUILT DETAILS OF THE EXISTING CATCH BASINS.2.

SLIPLINE PIPE IN ACCORDANCE WITH SPECIFICATIONS.1.

NOTES:

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PIPE EXCAVATION & BACKFILL - TYPICAL SECTION

3. TOPSOIL NOT SHOWN FOR CLARITY.

2. EMBEDMENT BACKFILL MATERIAL IS ASTM C33 FINE AGGREGATE.

1. FOR EMBEDMENT AND FINAL BACKFILL REQUIREMENTS, SEE SPECIFICATION 31 00 00.

NOTES:

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A7

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A7

CS501

A7

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A7/D7

CS501

A7/D7

CS501

A7/D7

CS501