3. SANG Connector 100%.pdf

PDF 5 MB Posted Aug 8, 2023

Attached to: VGLZ 182035 - Repair Perimeter Road -- Connector Road
Solicitation number: W50S8523B0009
Issued by: Department of the Army Michigan Army National Guard

About this file

Written by GovTribe AI · Dec 21, 2023

This set of construction drawings and specifications is for a project to relocate a perimeter road connector at Selfridge Air National Guard Base in Michigan. The project involves regrading the roadway, installing new pavement and drainage features, and relocating utilities. Key details include a project number of VGLZ 182035 with a contract number of W1933L-16-D-0009 issued by the Department of the Army under solicitation W50S8523B0009. The work will upgrade approximately 4,700 feet of road and involves removing existing pavement and relocating railroad tracks. The drawings provide layout and design details for the road realignment, grading, drainage, signage, and erosion control. Completion is required by June 2023.

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Other files

File	Type	Posted
bid opening sign in sheet.pdf	PDF	Sep 8, 2023
OF_1419 W50S8523B0009.pdf	PDF	Sep 8, 2023
OF_1419A W50S8523B0009.pdf	PDF	Sep 8, 2023
VGLZ 182035 Repair Perimetr Road Connector Rd AF 66.pdf	PDF	Sep 4, 2023
W50S8523B0009 Amendment 1.pdf	PDF	Aug 31, 2023
Requests for Information W50S8523B0009.pdf	PDF	Aug 31, 2023
127 SFS Vetted Form.xlsx	XLSX spreadsheet	Aug 8, 2023
2. Connector Road_Specifications.pdf	PDF	Aug 8, 2023
Source ID Docs SANGB MI.pdf	PDF	Aug 8, 2023
W50S8523B0009.pdf	PDF	Aug 8, 2023

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SELFRIDGE ANG BASE MAPLOCATION MAP

BASE

SELFRIDGE AIR NATIONAL GUARD BASE

PROJECT NUMBER: VGLZ 182035

CONTRACT NUMBER: W1933L-16-D-0009

DELIVERY ORDER: W50S85-20-F-0021

JUNE 2023

SUBMITTAL - 100%

CONNECTOR ROAD RELOCATION

THE 127th WING, MICHIGAN AIR NATIONAL GUARD

CODE SUMMARY

APPLICABLE CODES AND STANDARDS

UNITED FACILITIES CRITERIA (UFC)

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

N/A REVISION CHARTER TOWNSHIP, MI

CODE OF ORDINANCES CHAPTER 54

APPLICABLE MDOT SPECIFICATIONS INCLUDED IN

PROJECT MANUAL

http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

TITLE SHEET

T-100

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SELFRIDGE AIR

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\T100 TITLE SHEET.dwg June 15, 2023 - 1:30pm chris.warren

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27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

1. THE COORDINATES SHOWN ON THESE PLANS ARE BASED ON NORTH

AMERICAN DATUM OF 1983. THE ELEVATIONS SHOWN ON THESE PLANS ARE

BASED ON NAVD 88.

2. BASE MAP AND UTILITIES INFORMATION WERE PROVIDED BY SELFRIDGE ANGB

AND FIELD LOCATES PERFORMED BY AECOM SURVEYORS. APPROXIMATE

ELEVATIONS SHOWN ON THE PROFILES ARE SUBJECT TO CHANGE TO SUIT

ACTUAL ELEVATIONS OF EXISTING CONDITIONS, WHERE APPLICABLE. NO

GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS.

3. THE CONTRACTOR TO VERIFY ALL EXISTING STRUCTURES AND UTILITIES IN

THE FIELD PRIOR TO WORK COMMENCING. ALL PREVIOUSLY ABANDONED OR

LIVE UTILITIES, WATER MAINS, STORM SEWERS, AND SANITARY SEWERS MAY

NOT BE SHOWN ON THE DRAWINGS. NO GUARANTEE IS MADE AS TO THEIR

ACCURACY OR COMPLETENESS.

4. CONTRACTOR TO COORDINATE WORK AND MAINTAIN EXISTING UTILITY

SERVICES AT ALL TIMES. THIS INCLUDES BUT NOT LIMITED TO EXISTING DTE

GUY WIRES THAT WILL BE MOVED BY OTHERS. SEE CONTRACT DOCUMENTS

FOR ADDITIONAL INFORMATION.

5. ALL CONSTRUCTION ACTIVITIES ON OR NEAR ACTIVE RUNWAYS, TAXIWAYS

AND APRONS SHALL BE CONDUCTED IN ACCORDANCE WITH SELFRIDGE ANG

BASE AND FEDERAL AVIATION ADMINISTRATION (FAA) REQUIREMENTS.

6. THE CONTRACTOR SHALL NOTIFY, 3 WORKING DAYS (72 HOURS) IN ADVANCE

OF CONSTRUCTION, ALL PUBLIC AND PRIVATE OWNERS HAVING EXISTING

FACILITIES IN OR NEAR THE IMMEDIATE WORKING AREA. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING UTILITY LOCATIONS AND NOTIFYING

MISS DIG.

7. SEE SPECIFICATIONS FOR SAFETY REQUIREMENTS OR CONTROLS BY

SELFRIDGE ANG BASE.

8. CONTRACTOR WILL REQUEST APPROVAL FROM THE SELFRIDGE ANG BASE

AIRFIELD MANAGER BEFORE USING EQUIPMENT GREATER THAN 28 FEET HIGH.

9. CONTRACTOR MAY SETUP THEIR OFFICE TRAILER AND THE GOVERNMENT

INSPECTORS OFFICE IN THE VACANT PARKING LOT AT THE NORTHWEST

CORNER OF JEFFERSON AVE. AND LUKE ST.

10. SEE SPECIFICATIONS FOR COORDINATION REQUIREMENTS IF OTHER

PROJECTS ARE SCHEDULED TO BE UNDER CONSTRUCTION BY OTHERS

DURING ALL OR PART OF THE TIME THIS PROJECT WILL BE CONSTRUCTED.

11. HAND DIGGING IS REQUIRED AROUND ALL GAS LINES.

12. BIDDER SHALL VERIFY TYPES AND LOCATIONS OF PAVEMENTS AND CURBS OF

STREETS, DRIVEWAYS AND PARKING LOTS .

13. THE CONTRACTOR IS REFERRED TO THE SPECIFICATIONS REGARDING

SHORING AND SHEETING REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE

SHEETING AND BRACING TO PROTECT ADJACENT PAVEMENT, CURBS,

SIDEWALKS, PIPELINES, CONDUITS, THE WORK AND PERSONNEL. THE

CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ANY AND ALL DAMAGES

AND INJURIES RESULTING FROM A FAILURE TO PROVIDE ADEQUATE SHEETING

AND BRACING, AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING SEWERS,

DRAINS AND DRAINAGE DITCHES INCLUDING ANY PUBLIC OR PRIVATE UTILITY,

OVERHEAD OR UNDERGROUND. IF ANY UTILITIES ARE DAMAGED DURING

CONSTRUCTION THEY SHALL BE RESTORED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER,

THE UTILITY OWNER AND THE AUTHORITIES HAVING JURISDICTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDANCE AND CLEANUP OF

STREET SPILLAGE OF EXCAVATED OR BACKFILL MATERIALS ENTERING OR

LEAVING THE SITE. CLEANUP OF MAJOR SPILLS SHALL BE COMPLETED

IMMEDIATELY. OTHER SPILLS SHALL BE CLEANED, CONTINUALLY AT THE END

OF THE WORKDAY. ALL CLEANUP SHALL BE COMPLETED TO THE FULL

SATISFACTION OF THE CONTRACTING OFFICER.

16. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROPERLY

MOISTEN ALL SURFACES AS REQUIRED TO PREVENT SOILS FROM BECOMING

AIRBORNE AND CREATING A NUISANCE TO NEIGHBORING FACILITIES, THE

PUBLIC, AND ANY CONCURRENT WORK ACTIVITIES. THE FINAL DETERMINATION

OF THE SUCCESS OF THESE DUST CONTROL MEASURES SHALL BE BY THE

CONTRACTING OFFICER.

17. ANY SITE DEWATERING NECESSARY TO MAINTAIN A SAFE AND EFFICIENT

ENVIRONMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,

DEWATERED GROUND WATER SHALL BE DISCHARGED ON THE GROUND

THROUGH A SOCK FILTER IMMEDIATELY ADJACENT TO THE EXCAVATION.

18. NO CURB OR GUTTER REPLACEMENTS ARE INCLUDED IN THE SCOPE OF THIS

PROJECT. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS TO CURBS AND

GUTTERS IN THE EVENT OF DAMAGE FROM REPAIR WORK.

GENERAL NOTESPAVING LEGENDSITE TOPOGRAPHIC LEGEND

SHEET INDEX,

LEGEND &

NOTES

G-001

SHEET INDEX

Sheet No. Sheet Title

T-100 TITLE SHEET

G-001 SHEET INDEX, LEGEND & NOTES

C-001 SITE DEMOLITION & SOIL EROSION PLAN

C-002 ROAD ALIGNMENT & PROFILE

C-003 ROAD SECTIONS

C-004 SITE GRADING PLAN

C-005 STRIPING & SIGNAGE PLAN

C-101 DETAILS

C-102 SOIL EROSION CONTROL NOTES AND DETAILS

Know what's below.

before you dig.Call

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\T100 TITLE SHEET.dwg June 15, 2023 - 1:30pm chris.warren

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CP X

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T100 TITLE SHEET.dwg

CP 207

" P

T " P

12" CMP

INV. 572.50BM 26921

CP 127

12" CMP

INV. 572.97

CATCH BASIN

RIM 575.22

STORM MANHOLE

RIM 575.30

CATCH BASIN

RIM 573.90

10" TREE

14" PINE20" PINE

10" PINE

CONCRETE

SIGN

ASPHALT

12" INV E 572.00

CATCH BASIN

RIM 573.49

R.R. TRACKS

6" INV N 572.10

12" INV W 571.20

12" INV S 571.10

ELEC. PANEL

SAWCUT & REMOVE

680 S.Y. ASPHALT PAVEMENT,

FULL DEPTH

REMOVE

EXISTING TREES

(ONLY BETWEEN SEPT 15TH & APRIL 15TH)

RELOCATE

EXISTING GUY WIRES AND

ANCHORS (BY OTHERS)

PROTECT

EXISTING UTILITY POLE (TYP.)

PROTECT

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INLET FILTER

(TYP.)

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REMOVE

195 L.F. RAILROAD RAILS AND TIES

COORDINATE WITH CONTRACTING OFFICER FOR

DISPOSAL AND RECYCLING OF RAIL TIES AND TRACKS

61.2' SAWCUT

24.1' SAW

U T

STA: 4+69.3

STONE ACCESS

DRIVE

A3 C-102

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(TYP.)

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22 L.F. CMP, BULKHEAD

AT CATCH BASIN

N http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

JEFFERSON AVE.

SITE DEMOLITION &

SOIL EROSION PLAN

C-001

N. PERIMETER RD.

N D

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Removals.dwg June 15, 2023 - 1:30pm chris.warren

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CP 207CP 127

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RIM 575.30

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RIM 573.90

10" TREE

10" PINE

SIGN

ASPHALT

12" INV E 572.00

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R22.0'

R25.0'

1+00

2+00

3+00 4+00

4+69

PC : 0+47.0

R 200.0'

L2 C2

L3L4

BP : 0+00.0

N: 414580.84 E: 13538567.83

.3 N

: 4

24.0'

8" BOLLARD (2)

(TYP.)

8" BOLLARD (2)

(TYP.)

C5 C-101

8" BOLLARD (2)

(TYP.)

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SANG Connector

Number

Radius

50.00

150.00

450.00

Length

47.04

75.83

22.74

37.98

26.51

206.97

52.19

Line/Chord Direction

N86° 10' 49.95"W

N42° 43' 56.62"W

N0° 42' 56.72"E

N7° 58' 07.92"E

N15° 13' 19.11"E

N2° 02' 44.39"E

N11° 07' 50.32"W

0.83% 0.31%

EX. GRADE

EX. RAIL BED

JEFFERSON AVE. PR. ROAD SURFACE

EX. 6" SAN. FM

T/P 570.6±

EX. COMM DUCT

UNK. SIZE

EX. COMM DUCT

UNK. SIZE

D E

V .I.

D E

V .I.

N http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

JEFFERSON AVE.

ROAD ALIGNMENT &

PROFILE

C-002

N. PERIMETER RD.

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-ALIGNMENT.dwg June 15, 2023 - 1:30pm chris.warren

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-2.00%-2.00%-4.00%-4.00% -2.00%-2.00% -25.00% -25.00% -1.58%-1.58% -4.45% 23.48%23.48%

-2.00%-2.00%-4.00%-4.00% -2.00%-2.00%25.00%25.00% -0.71%-0.71% -0.60%17.18%17.18%-3.55%-1.33%

-2.00%-2.00%-4.00%-4.00% -2.00%-2.00% 25.00%25.00% -1.92%-1.92% -24.10%-24.10%

-25.00% -25.00% -25.00%

-25.00% -2.00%-2.00%-2.00%-2.00%-4.00%-4.00% -4.00%-4.00%

-25.00% -25.00% 25.00%25.00%-2.00%-2.00%-2.00%-2.00%-4.00%-4.00% -4.00%-4.00%

-20 0 20 40 60 -20 0 20 40 60 -20 0 20

-20 0 20 -20 0 20 -20 0 20

UNDERGROUND COM. LINES

http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

ROAD SECTIONS

C-003

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Sections.dwg June 15, 2023 - 1:30pm chris.warren

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BASE APPROVAL

CP 207CP 127

CATCH BASIN

RIM 575.22

STORM MANHOLE

RIM 575.30

CATCH BASIN

RIM 573.90

10" TREE

10" PINE

SIGN

ASPHALT

12" INV E 572.00

R.R. TRACKS

6" INV N 572.10

12" INV W 571.20

12" INV S 571.10

ELEC. PANEL

1+00

2+00

3+00 4+00

4+69

VARIES

EDGE OF LANE/ GRADE BREAK

577 577576

MATCH EX.

T/P 574.87

T/P 575.45

T/P 574.70

-2.0% -2.0%

PROVIDE POSITIVE

DRAINAGE TO CB

PROVIDE POSITIVE

DRAINAGE TO CB

MATCH EX.

T/P 575.35

T/P 575.29

T/P 575.16T/P 575.09

T/P 576.00

T/ P

T/P 575.26

T/P 575.41

T/P 575.57 T/P 575.72

T/P 575.88 T/P 576.03 T/P 576.19

T/P 576.34 T/P 575.16T/P 575.09

T/ P

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-2 .0

-2

T/P 574.99 T/P

5.2

INV 572.2

INV 572.5 INV 573.7

INV 573.7

INV 572.7 INV 573.0

PR 6" INV 571.62

6" UNDERDRAIN

OUTLET TO MH @ 0.5%

TAP EX. MANHOLEA5

C-101

N http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

JEFFERSON AVE.

SITE GRADING PLAN

C-004

N. PERIMETER RD.

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

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SELFRIDGE AIR

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Grading.dwg June 15, 2023 - 1:31pm chris.warren

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CP 207

" P

T " P

12" CMP

INV. 572.50BM 26921

CP 127

CATCH BASIN

RIM 575.22

STORM MANHOLE

RIM 575.30

CATCH BASIN

RIM 573.90

10" TREE

10" PINE

CONCRETE

SIGN

ASPHALT

12" INV E 572.00

CATCH BASIN

RIM 573.49

R.R. TRACKS

6" INV N 572.10

12" INV W 571.20

12" INV S 571.10

ELEC. PANEL

PR. 4" SOLID WHITE EDGE LINE

PR 4" SOLID WHITE EDGE LINE

PR. 18" SOLID WHITE STOP BAR

PR. 4" SOLID YELLOW LANE LINE

PR. 12" SOLID WHITE ANGLED

TRANSVERSE MARKINGS

SIGN

R1-1 "STOP"

SIGN (5 PLACES) R8-3

"NO PARKING"

REMOVE EX. LANE STRIPING

N http://www.AECOM.com

27777 Franklin Road, Suite 2000 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

JEFFERSON AVE.

STRIPING &

SIGNAGE PLAN

C-005

N. PERIMETER RD.

N D

NOTES:

1. SIGNS TO BE COMPLIANT WITH FEDERAL HIGHWAY

ADMINISTRATION "STANDARD HIGHWAY SIGNS"

2004 EDITION.

2. ALL SIGNS SHALL BE MOUNTED ON 3 lbs. STEEL

POSTS, SEE MDOT PLAN "SIGN-200-D".

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

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SELFRIDGE AIR

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Striping.dwg June 15, 2023 - 1:31pm chris.warren

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Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

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RELOCATION

DETAILS

C-101

4'4' A

VARIES - SEE PLANS

2%4% 2% 4%

6 MIN.

4 MAX.

6 MIN.

4 MAX.

COMPACTED

AGGREGATE BASE

TENSAR TX5 GEOGRID 6" SHOULDER

M.D.O.T. 23A AGGREGATE

(TYPICAL BOTH SIDES)

NOT TO SCALE

CROSS SECTION

TYPICAL PAVEMENT REPLACEMENT

COMPACTED SUBGRADE SEE BITUMINOUS ROADWAY

SECTION - THIS SHEET

6" UNDERDRAIN

SEE DETAIL A2

(TYP.) SAND BASE

6" M.D.O.T. CLASS II SAND BASE

(DRAINAGE LAYER)

COMPACTED SUBGRADE (PER SPECIFICATIONS)

220 #/SY WEARING COURSE

BITUMINOUS MIX NO. 5E3

(2" THICK - 1 LIFT)

NOT TO SCALE

ROADWAY SECTION

TYPICAL BITUMINOUS

550 #/SY BASE COURSE

BITUMINOUS MIX NO. 3E3

(2.5" THICK - 1 LIFT)

BITUMINOUS BOND COAT SS-IH

@ 0.05 GAL./SY

TENSAR TX5 GEOGRID

8" M.D.O.T. 21AA COMPACTED

AGGREGATE SUBBASE

B2 TO EXISTING PAVEMENT

BUTT JOINT CONNECTION

FILL BOLLARD W/CONC. &

ROUND-OFF TOP

8" Ø GALVANIZED

STEEL PIPE (SCH. 40)

SLOPE CONC.

FINISHED GRADE,

REFER TO PLANS

CONCRETE PIPE

ENCASEMENT

UNDISTURBED

SUBGRADE

1" MIN

3' -6

-9

18"Ø

PROVIDE AND INSTALL PLASTIC SLEEVE

OVER FILLED BOLLARD. (1/4" THICKNESS -

SAFETY YELLOW - ONE PIECE AND

REFLECTIVE TAPE FOR EACH BOLLARD)

NOTE:

CONCRETE: 4,000 PSI AFTER 28 DAYS, COMPLY WITH

MANUFACTURER REQUIREMENTS

NOT TO SCALE

UNDERDRAIN

LINE OUTSIDE AND TOP OF

TRENCH WITH GEOTEXTILE

FABRIC, TYPE NW-8

NOTE:

UNDERDRAIN OUTLET ELEVS. AT STRUCTURES

SHALL BE AS DIRECTED BY THE ENGINEER.

2' M

6" DIA. CORRUGATED, PERFORATED,

POLYETHYLENE (PE) PIPE,

CONFORMING TO MDOT STANDARD

SPECIFICATION 909.07B (AASHTO M252)

BACKFILL TRENCH WITH MDOT

34R OPEN-GRADED AGGREGATE

1'-6"

TRENCH

SEE BITUMINOUS ROADWAY

SECTION - THIS SHEET

A2 A5

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

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SELFRIDGE AIR

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NATIONAL GUARD

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Details.dwg June 15, 2023 - 1:31pm chris.warren

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1' (EXTEND

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AGGREGATE BASE)

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NOT TO SCALE

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SAWCUT & REMOVE EXIST. PAV'T, REFER TO SITE REMOVAL PLAN FOR LOCATION

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EXIST. PAV'T, REFER TO PLANS FOR LOCATION

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REFER TO PLANS FOR PAV'T TYPE & TO DETAIL C2 FOR CONSTRUCTION INFORMATION

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NOT TO SCALE

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EMBEDDED BOLLARD POST

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PIPE CONNECTION TO EXISTING MANHOLE

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INSIDE FACE OF MANHOLE

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SIKAFLEX 2C SEALANT

AutoCAD SHX Text MASTERFLOW 928 GROUT (MASTER BUILDERS) OR FIVE STAR INSTANT GROUT (U.S. GROUT CORP.)

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EXIST. STRUCTURE WALL

AutoCAD SHX Text 6"

CORE EX. STRUCTURE

Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

CONNECTOR

ROAD

RELOCATION

SOIL EROSION

CONTROL

NOTES AND

DETAILS

C-102

6' MAX.6' MAX.

GRADE

1 1/2" X 1 1/2" WOODEN POST (TYP.)

DRIVEN INTO GROUND 1'-0" MIN.

GEOTEXTILE FILTER FABRIC (MIN. 100 GAL/MIN/SF),

EXTEND DOWN INTO 6"X6" ANCHOR TRENCH

GENERAL NOTES:

1. REFER TO SILT FENCE DETAIL 015713-02 FOR INSTALLATION PROCEDURES.

2. WEEKLY INSPECTION AND MAINTENANCE MUST BE PROVIDED TO INSURE THAT THE DRAIN GUARD OPERATES

EFFICIENTLY.

3. SOD INTERIOR OF DRAIN GUARD UNLESS INDICATED OTHERWISE.

4. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AS NECESSARY, PER SPECIFICATION SECTION 015713.

6" ANCHOR

TRENCH

GRADE

6' MAX.

1' M

SECTION A-A

SILT FENCE B

SILT FENCE A

1 1/2" X 1 1/2" WOODEN POST

30" WOODEN LATH X 3/8" THICK

HEAVY DUTY CORROSION

RESISTANT STAPLES, MIN. (5)

PER LATH ON THE UPSLOPE SIDE

SILT FENCE JOINT - TOP VIEW

O W

GENERAL NOTE:

SILT FENCE MATERIAL SHALL MEET THE

REQUIREMENTS IN SECTION 910.04 AND

TABLE 910-1 IN MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

NOTE:

FABRIC TO BE WRAPPED AROUND FENCE POST.

FILTER FABRIC FROM MDOT QUALIFIED PRODUCT LIST

GROUND LINE WITH

UNDISTURBED VEGETATION

EXISTING SOIL

FILTER FABRIC EXTENDS INTO TRENCH 6"

6" X 6" ANCHOR

TRENCH

RIDGE OF COMPACTED BACKFILL

6" ANCHOR TRENCH

ELEVATION

SILT FENCE JOINT,

SEE DETAIL BELOW

SHEET

FLOW

MCOPW SOIL EROSION AND SEDIMENTATION CONTROL NOTES

AND MAINTENANCE NOTES

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENTATION CONTROL ACT AND THE MACOMB

COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS

AND SPECIFICATIONS OF THE MACOMB COUNTY PUBLIC WORKS OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON

THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS.

WATERWAYS INCLUDE BOTH NATURAL AND MAN MADE OPEN DITCHES, STREAMS, STORM

DRAINS, LAKES, AND PONDS.

4. STAGING THE WORK WILL BE DONE BY THE LANDOWNER OR LANDOWNER'S

REPRESENTATIVE AS DIRECTED IN THESE PLANS AND AS REQUIRED TO ENSURE PROGRESSIVE

STABILIZATION OF DISTURBED EARTH CHANGE.

5. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR

INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL

DEVICES.

6. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL IMPLEMENT AND MAINTAIN

THE SOIL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND AT ALL

TIMES DURING CONSTRUCTION ON THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO

SOIL EROSION CONTROL MEASURES DUE TO CONSTRUCTION OR CHANGED CONDITIONS

SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY PUBLIC

WORKS OFFICE.

7. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE

MACOMB COUNTY PUBLIC WORKS OFFICE SESC DIVISION HAS THE RIGHT TO REQUIRE

ADDITIONAL SESC MEASURES AT THE EXPENSE OF THE LANDOWNER.

8. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS AS NECESSARY.

a. SILT FENCE SHALL BE INSTALLED PER DETAIL.

b. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO

½ OF THE HEIGHT OF THE SILT FENCE.

c. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF

EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE

REPLACED PROMPTLY.

d. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24

HOURS OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED

MAINTENANCE SHALL BE PROVIDED PROMPTLY.

9. INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.

a. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24

HOURS OF A RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT.

b. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.

c. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED

USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED

PROMPTLY.

10. INLET SEDIMENT TRAPS AND ALL DITCH SEDIMENT TRAPS SHALL BE INSPECTED DAILY. THE

SEDIMENT PITS SHALL BE CLEANED OUT WHEN HALF FULL, OR AS DIRECTED BY THE MACOMB

COUNTY PUBLIC WORKS OFFICE.

11. ALL STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION

FROM LEAVING THE SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THE

STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND THE PERIMETER OF

THE STOCKPILE. NO EXCAVATED MATERIAL WILL BE STOCKPILED ON SITE.

12. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL

GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE OR 100

POUNDS (2-3 BALES) PER 1000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH DISC

TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE MACOMB COUNTY

PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE MULCH.

13. IF ANY DEWATERING IS NEEDED, IT SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A

WELL VEGETATED AREA. THE PUMP MUST DISCHARGE AT A NON-EROSIVE VELOCITY. IF

NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED. NO DEWATERING IS

ANTICIPATED FOR THIS PROJECT.

14. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

15. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A

MINIMUM OF ONCE PER WEEK BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

16. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

17. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR

ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL

GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE

TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER EARTH CHANGE HAS BEEN

COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE HAS BEEN COMPLETED OR WHERE

SIGNIFICANT EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL

MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION

CONTROL SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES

ARE IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES WILL BE

IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED.

18. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL DISTURBED AREAS NOT

BUILT OR PAVED UPON.

19. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS

ESTABLISHED.

SOIL TYPES: TS .

NAME OF NEAREST WATERCOURSE IRWIN DRAIN .

DISTANCE TO NEAREST WATERCOURSE IN FEET ON-SITE .

NAME(S) AND PHONE NUMBER(S) FOR THE PERSON(S) RESPONSIBLE FOR THE MAINTENANCE OF

ALL TEMPORARY SOIL EROSION CONTROL MEASURES WILL BE PROVIDED WHEN THE

CONTRACTOR IS SELECTED

NOTE:

THE CONTRACTOR SHALL PROVIDE THE NAME AND NUMBERS OF CONTACTS FOR ALL TEMPORARY

& PERMANENT EROSION CONTROL MEASURES AT THE TIME OF PERMIT.

APPROXIMATE START DATE: .

APPROXIMATE COMPLETION DATE: .

TOTAL ACRES DISTURBED = 2.94 ACRES

I UNDERSTAND MY RESPONSIBILITY OUTLINED UNDER THESE GUIDELINES.

LANDOWNER'S SIGNATURE DATE .

50' MIN.

' M

GEOTEXTILE FABRIC UNDER STONE

ROADWAY

R O

PLAN

SECTION

1"-3" CRUSHED CONCRETE OR

CRUSHED LIMESTONE MIN. 6" THICK

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SELFRIDGE AIR

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NATIONAL GUARD

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BASE, MICHIGAN

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REVISIONS:

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VGLZ 182035

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PROJECT

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AutoCAD SHX Text C:\Users\chris.warren\OneDrive - AECOM Directory\Projects\60644169_SANGPerimeter\Connector Road\910_CAD\20_SHEETS\C-SHEET-Details SE.dwg June 15, 2023 - 1:31pm chris.warren

AutoCAD SHX Text 06/16/2023

AutoCAD SHX Text 01/12/2023

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BASE APPROVAL

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AutoCAD SHX Text 01/31/2023

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REVIEW

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AutoCAD SHX Text 05/07/2023

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REVIEW

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AutoCAD SHX Text 05/16/2023

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REVIEW

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AutoCAD SHX Text C-SHEET-Details SE.dwg

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NOT TO SCALE

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RYCB INLET FILTER

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NOT TO SCALE

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SILT FENCE

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TEMPORARY STONE ACCESS DRIVE

Sheets and Views

T-100 TITLE SHEET

G-001 SHEET INDEX, LEGEND & NOTES

C-001 SITE DEMOLITION & SOIL EROSION PLAN

C-002 ROAD ALIGNMENT & PROFILE

C-003 ROAD SECTIONS

C-004 SITE GRADING PLAN

C-005 STRIPING & SIGNAGE PLAN

C-101 DETAILS

C-102 SOIL EROSION CONTROL NOTES AND DETAILS

File details come from the government source that posted it. Updated Aug 8, 2023.