03. Drawings vglz 212027.pdf

PDF 10 MB Posted Jul 30, 2021

Attached to: W50S85-21-R-0013 George Ave _ Storm Sewer
Solicitation number: W50S85-21-R-0013
Issued by: Department of the Army Michigan Army National Guard

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Other files

File	Type	Posted
VGLZ212027 W50S8521R0013 _ Addendum 001 _ George Ave Sewer.pdf	PDF	Aug 16, 2021
Amendment 2 W50S8521R0013.pdf	PDF	Aug 16, 2021
Amendment 1 W50S85201R0013.pdf	PDF	Aug 13, 2021
Pre-Proposal Conference Minutes _ George Ave Storm Sewer W50S85-21-R-0013.pdf	PDF	Aug 11, 2021
Sign in Sheet _ George Ave Pipe.pdf	PDF	Aug 11, 2021
010000_Sup01 SANG Vetting (New).xlsx	XLSX spreadsheet	Jul 30, 2021
02. Specification vglz 212027.pdf	PDF	Jul 30, 2021
04. AF Form 66 vglz 212027.pdf	PDF	Jul 30, 2021
Solicitation _ W50S8521R0013 _ George Ave Storm Sewer.pdf	PDF	Jul 30, 2021
Division 01 Specifications _ All.pdf	PDF	Jul 30, 2021
01. SOW vglz 212027.pdf	PDF	Jul 30, 2021
010000_Sup04 SANG RFI.doc	DOC document	Jul 30, 2021

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SHEET OF

Engineer/Consultants

Sheet Title

REPAIR STORM

SEWER

340 DISTRICT

COVER SHEET /

PROJECT SITE

1 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

B. McMenemy H. Bauzon

VGLZ 212027

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date: 02 JUNE 2021

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\CE Color PATCH small.jpg

W E

MAIN GATE

PROJECT

LOCATION

COVER SHEET / PROJECT SITE

DEMOLITION PLAN

UTILITIES

SITE / INSTALL PLAN

COUPLING CROSS-SECTION

BACKFILL CROSS-SECTION / DETAILS

VGLZ 212027 REPAIR STORM SEWER

340 DISTRICT

SHEET NUMBER DESCRIPTION

B. McMenemy

AutoCAD SHX Text

SMALL

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ARMS

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RANGE

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SEA WALL

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STORAGE

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AutoCAD SHX Text P

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MARINA

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LAUNCH

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PG971

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DOOLITTLE DR

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AMMO RD

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DOOLITTLE DR

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MITCHELL ST

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SELFRIDGE AVE

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ASH ST

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PLEGUE AVE

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MAPLE ST

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OAK ST

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SUPPLY ST

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GEORGE AVE

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TUSKEGEE AIRMAN WAY

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WAGNER ST

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MITCHELL ST.

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GEORGE AVE

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WILBUR WRIGHT BLVD

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SUPERIOR ST.

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STRAUBLE

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SKEEL

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BOYLE

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LAKE ST

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LAKE ST.

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LUFBERRY ST

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KEITH AVE

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KELLY

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FISH POND ROAD

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JEFFERSON AVE.

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RECREATION DR

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MAIN GATE

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JEFFERSON AVE

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SUPPLY ST

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MITCHELL ST

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LUKE AVE

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GEORGE AVE

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CAMP GROUND

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SHORELINE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ERIE ST

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TAXIWAY 'A'

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AutoCAD SHX Text 6776-Track

AutoCAD SHX Text 6775-Soccer

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JOHNSON ST

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WILEY CIR

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DTE

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DIGGER ODELL

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DIGGER

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0DELL

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TUSKEGEE AIRMAN WAY

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GEORGE AVE

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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1. THE PLAN AND UNDERGROUND THE PLAN AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE GOVERNMENT MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE GOVERNMENT FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

Sheet Title

2 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

H. Bauzon

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date:

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

W E

SAWCUT EXISTING

PCC/ACC PAVEMENT

REMOVE EXISTING

STORM PIPE

EXISTING

MANHOLE

EXISTING

MANHOLE

REPAIR STORM

SEWER

340 DISTRICT

DEMOLITION

PLAN

B. McMenemy

VGLZ 212027

02 JUNE 2021

B. McMenemy

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

Sheet Title

UTILITIES

3 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

H. Bauzon

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date:

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

W E

REPAIR STORM

SEWER

340 DISTRICT

B. McMenemy

VGLZ 212027

02 JUNE 2021

B. McMenemy

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

Sheet Title

4 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

H. Bauzon

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date:

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

W E

RESTORE PCC / ACC

PAVEMENT & TOPSOIL

SEE SHEET 7 FOR

DETAILS & COMPACTION

REQUIREMENTS

INSTALL NEW 18" I.D. PIPE

(HDPE)

SEE SHEET 6 FOR

DETAILS / CROSS SECTION

EXISTING

MANHOLE

EXISTING

MANHOLE

SITE /

INSTALLATION

PLAN

REPAIR STORM

SEWER

340 DISTRICT

B. McMenemy

VGLZ 212027

02 JUNE 2021

B. McMenemy

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

EXISTING

MANHOLE

EXISTING

MANHOLE

FLOW CHANNEL

(SEE NOTE 1)

FLOW CHANNEL

(SEE NOTE 1)NEW 18" I.D. PIPE

(HDPE)

(SEE APPLICABLE INSTALLATION & BACKFILL

CROSS-SECTION FOR FILL DETAILS)

348'

(APPROX.)

SHEET OF

Engineer/Consultants

Sheet Title

5 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

H. Bauzon

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date:

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

COUPLING CROSS SECTION

NOT TO SCALE

COUPLING

CROSS

SECTION

REPAIR STORM

SEWER

340 DISTRICT

B. McMenemy

VGLZ 212027

02 JUNE 2021

B. McMenemy

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

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BASE, MICHIGAN

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AutoCAD SHX Text NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

NOTE 1 - FORM WATERTIGHT SEAL WHERE NEW HDPE AND FLOW CHANNEL MEET (360 DEGREES) - FORM WATERTIGHT SEAL WHERE NEW HDPE AND FLOW CHANNEL MEET (360 DEGREES)

OUTSIDE

DIAMETER

(21" APPROX)

(COMPACTED

DEPTH)

INITIAL BACKFILL

(NOTE 2)

BEDDING LAYER

(NOTE 2)

12"

(MINIMUM

COMPACTED

DEPTH)

TOP CROWN

OF PIPE

OUTSIDE

DIAMETER

(21" APPROX)

(COMPACTED

DEPTH)

12"

(MINIMUM;

COMPACTED

DEPTH)

TOP CROWN

OF PIPE

12" MAXIMUM

1.5"

2.5"

(COMPACTED

DEPTH)

INITIAL BACKFILL

(NOTE 2)

BEDDING LAYER

(NOTE 2)

12"

(MINIMUM

COMPACTED

DEPTH) OUTSIDE

DIAMETER

(21" APPROX)

(NOTE 5)(NOTE 5)

MATCH EXISTING

ELEVATION, GRADE & SLOPE

12" MAXIMUM

SUBGRADE

(NOTE 4)

(NOTE 5)

12" MAXIMUM

WEARING COURSE

(NOTE 7)

LEVELING COURSE

(NOTE 6, NOTE 7)

SIDEWALK/SLAB

(NOTE 9)

MATCH EXISTING

ELEVATION, GRADE & SLOPE

TOP CROWN

OF PIPE

CURB AND

GUTTER

(NOTE 8)

BASE COURSE (NOTE 2)

SUBGRADE

(NOTE 4)

SUITABLE FOUNDATION

(NOTE 1, NOTE 2)

BEDDING LAYER

(NOTE 2)

INITIAL BACKFILL

(NOTE 2)

MATCH EXISTING

ELEVATION, GRADE & SLOPE

SUITABLE FOUNDATION

(NOTE 1, NOTE 2)

SUITABLE FOUNDATION

(NOTE 1)

GROUND LEVEL

FINAL BACKFILL

(NOTE 3)

SHEET OF

Engineer/Consultants

Sheet Title

6 6

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

H. Bauzon / C Craig

Mark Date Description

PROJECT

Scale: NOT TO SCALE Date:

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

(FOR RESTORATION OF ROADS AND CURBS)

BACKFILL CROSS-SECTION

(FOR RESTORATION OF TURFED TRAFFIC AREAS)

BACKFILL

CROSS

SECTION/

DETAILS

REPAIR STORM

SEWER

340 DISTRICT

B. McMenemy

VGLZ 212027

02 JUNE 2021

B. McMenemy

BACKFILL CROSS-SECTION

(FOR RESTORATION OF SIDEWALKS)

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

ACRONYMS: PCC - PORTLAND CONCRETE CEMENT F - FAHRENHEIT FAHRENHEIT

AutoCAD SHX Text

- SAND

AutoCAD SHX Text NOTES: NOTE 1 - WHERE WET OR OTHERWISE UNSTABLE SOIL INCAPABLE OF PROPERLY - WHERE WET OR OTHERWISE UNSTABLE SOIL INCAPABLE OF PROPERLY SUPPORTING THE PIPE IS ENCOUNTERED IN THE BOTTOM OF THE TRENCH, SUCH MATERIAL SHALL BE REMOVED TO A DEPTH AS REQUIRED (1 FOOT DEPTH MAXIMUM) AND REPLACED WITH SAND PER SECTION 5.2.3.2 OF THE ASSOCIATED STATEMENT OF WORK. NOTE 2 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 6 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED DEPTH. THE CONTRACTOR SHALL COMPACT EACH INDIVIDUAL LIFT TO NOT LESS THAN 95% OF RELATIVE COMPACTION AS DETERMINED IN ACCORDANCE WITH ASTM D1557. HAND COMPACTION IS NOT ALLOWED. NOTE 3 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 6 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED DEPTH. THE CONTRACTOR SHALL COMPACT EACH INDIVIDUAL LIFT TO NOT LESS THAN 92% OF RELATIVE COMPACTION AS DETERMINED IN ACCORDANCE WITH ASTM D1557. HAND COMPACTION IS NOT ALLOWED. NOTE 4 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 1 - MATERIAL SHALL BE PLACED, EVENLY, IN INDIVIDUAL LIFTS NOT EXCEEDING 1 FOOT IN COMPACTED DEPTH. THE CONTRACTOR SHALL COMPACT EACH INDIVIDUAL LIFT TO NOT LESS THAN 95% OF RELATIVE COMPACTION AS DETERMINED IN ACCORDANCE WITH ASTM D1557. HAND COMPACTION IS NOT ALLOWED. NOTE 5 - THE WIDTH OF TRENCH SHALL NOT BE GREATER THAN THE OUTSIDE DIAMETER - THE WIDTH OF TRENCH SHALL NOT BE GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE PLUS 12 INCHES (TOTAL).

AutoCAD SHX Text

- MDOT 21AA

AutoCAD SHX Text NOTE 6 - INSTALL AND COMPACT LEVELING COURSE AT REQUIRED DEPTH TO LEVEL - INSTALL AND COMPACT LEVELING COURSE AT REQUIRED DEPTH TO LEVEL SAGS AND FILL DEPRESSIONS. NOTE 7 - SPREAD MDOT 13A AT A MINIMUM TEMPERATURE OF 250 DEGREES F AND - SPREAD MDOT 13A AT A MINIMUM TEMPERATURE OF 250 DEGREES F AND COMPLETE COMPACTION BEFORE ASPHALTIC MIX REACHES 185 DEGREES F. COMPLETE COMPACTION IN THREE PHASES, IN THE FOLLOWING ORDER: (1) BREAKDOWN ROLLING BREAKDOWN ROLLING (2) INTERMEDIATE ROLLING INTERMEDIATE ROLLING (3) FINISH ROLLING FINISH ROLLING FOR DETAILS REGARDING THESE THREE PHASES, SEE THE ASSOCIATED STATEMENT OF WORK SECTION 5.4.1.3. HAND COMPACTION IS NOT ALLOWED. NOTE 8 - PRODUCE CURB AND GUTTER, AS REQUIRED, TO MATCH CROSS SECTION - PRODUCE CURB AND GUTTER, AS REQUIRED, TO MATCH CROSS SECTION LINES, GRADES, FINISH AND JOINTING OF EXISTING CURB NOTE 9 - FORM SIDEWALK WITH REQUIRED THICKNESS, ENSURE A MINIMUM - FORM SIDEWALK WITH REQUIRED THICKNESS, ENSURE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI (25 MPa) IS MET.

AutoCAD SHX Text

- PCC

AutoCAD SHX Text

- NATIVE MATERIAL

AutoCAD SHX Text

MATERIAL LEGEND

AutoCAD SHX Text

- MDOT 13A

- CERTIFIED TOPSOIL

Sheets and Views

Repair Storm Sewer JUL2021-Sheet 1

Repair Storm Sewer JUL2021-Sheet 2

Repair Storm Sewer JUL2021-Sheet 3_UTILITIES

Repair Storm Sewer JUL2021-Sheet 4_NEW

Repair Storm Sewer JUL2021-Sheet 5 CC

Repair Storm Sewer JUL2021-Sheet 6_DETAILS_CC

File details come from the government source that posted it. Updated Jul 30, 2021.