S02 - Tree Inventory - 515-21-110.pdf

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

V-3.2

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

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PROFESS IONAL

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NG

IN

E E

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TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Tree Inventory

TREE INVENTORY

URBAN DRIVE

(PRIVATE)

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-1.1

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Dimension & Paving Plan - Urban Drive

DIMENSION & PAVING PLAN

URBAN DRIVE

PAVEMENT LEGEND

CONCRETE SIDEWALK SECTION

HEAVY DUTY

PAVEMENT SECTION

NOTES

1. DUMPSTER ENCLOSURES SHALL BE CONSTRUCTED OF

THE SAME BRICK MATERIAL AS THE ADJACENT

BUILDINGS.

2. SCREENING SHALL BE PROVIDED FOR ALL MECHANICAL

EQUIPMENT.

3. PARKING LOT ISLANDS SHALL BE FINISHED IN GRASS,

GROUND COVER OR MULCH.

CONCRETE PAVEMENT SECTION SHEET KEY

STANDARD DUTY

PAVEMENT SECTION

WILLIAM SHAFTER CIRCLE N

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-1.2

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Dimesion & Paving Plan - Parking Lot J

DIMENSION & PAVING PLAN

PARKING LOT J

PAVEMENT LEGEND

NOTES

1. PROTECT ALL EXISTING TREES FROM DAMAGE DURING

CONSTRUCTION.

2. TRIM EXISTING BRANCHES FROM AROUND LUMINAIRE.

3. ALL UNPAVED DISTURBED AREAS ARE TO BE RESTORED

WITH 4" TOPSOIL, SEED AND MULCH.

CONCRETE SIDEWALK SECTION

STANDARD DUTY

PAVEMENT SECTION

CONCRETE PAVEMENT SECTION SHEET KEY

WILLIAM SHAFTER CIRCLE S

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-1.3

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Dimension & Paving Plan - Motorcycle Parking

DIMENSION & PAVING PLAN

LOT F SIDE WALK

SHEET KEY PAVEMENT LEGENDCONCRETE SIDEWALK SECTION

NOTES

1. PLACE 12" EXPANSION JOINT MATERIAL BETWEEN

PROPOSED CONCRETE AND BACK OF CURB.

2. ALL GRADES WITHIN PARKING AREA SHALL BE BETWEEN

1% AND 2%.

URBAN DRIVE

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-7.1

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Grading and SESC Plan - Urban Drive

GRADING AND SESC PLAN

URBAN DRIVE

SHEET KEY DTMB SES CONTROL MEASURES

1. CONTRACTOR AND COR SHALL WALK THE SITE PRIOR TO BEGINNING WORK TO INSPECT

SOIL EROSION AND SEDIMENTATION CONTROL DEVICES PRIOR TO BEGINNING ANY

WORK.

2. EARTHWORK SHALL BE LIMITED TO THE PROPOSED SITE AS SHOWN ON THE PLAN.

3. CONTRACTOR SHALL INSPECT THE SOIL EROSION/SEDIMENTATION CONTROL DEVICES

ONCE A WEEK AND/OR WITHIN 24 HOURS OF A RAINFALL EVENT WHICH RESULTS IN A

STORM WATER DISCHARGE FROM THE SITE. ANY DAMAGE TO EROSION

CONTROL MEASURES MUST BE REPAIRED IMMEDIATELY.

4. ALL MUD OR DEBRIS TRACKED ONTO EXISTING PUBLIC ROADS FROM THE SITE DUE TO

CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

5. SILT FENCE MAINTENANCE SHALL INCLUDE THE REMOVAL OF ANY BUILT-UP SEDIMENT

WHEN THE SEDIMENT HEIGHT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE

FENCE. THE CONTRACTOR IS RESPONSIBLE TO REMOVE, REPLACE, RETRENCH OR

RE-BACKFILL THE SILTATION FENCE SHOULD IT FAIL OR BE DAMAGED DURING

CONSTRUCTION.

6. PERMANENT STABILIZATION BUST BE COMPLETED WITHIN 30 DAYS OF FINAL GRADING.

7. ACCESS ROADS MUST BE MAINTAINED AS NECESSARY, TO KEEP THEM EFFECTIVE, NEW

LAYERS OF STONE MAY BE ADDED AS OLD LAYERS BECOME COMPACTED. STEPS

SHOULD ALSO BE TAKEN TO REPAIR THE ACCESS ROADS IF RUTS OR PONDING WATER

APPEARS.

8. INLET FILTERS SHOULD BE INSPECTED FOR BUILDUP OF SILT AND OTHER DEBRIS. THIS IS

EVIDENT IF GEOTEXTILE/SOD STRUCTURE IS CAUSING FLOODING. MAINTENANCE

WOULD CONSIST OF REMOVING OF SEDIMENTS WITH A STIFF BRISTLE BROOM OR

SQUARE POINT SHOVEL. IF INLET FILTER IS BEYOND THIS LEVEL OF REPAIR, IT MAY BE

NECESSARY TO REPLACE BOTH THE SOD AND GEOTEXTILE FILTER.

9. IF SOIL EROSION/SEDIMENT CONTROL MEASURES ARE INADEQUATE FOR THE SITE.

THE PROPER EROSION CONTROL AUTHORITY MUST BE NOTIFIED.

SOIL EROSION CONTROL MAINTENANCE

SCHEDULE AND NOTES

1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF

EROSION AND SEDIMENTATION CONTROL MEASURES, AND ANY NECESSARY

REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

2. 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.

3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES WHEN REQUIRED AND AS DIRECTED ON THESE PLANS. CONTRACTOR

SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION

OF SLOPES, DITCHES AND OTHER CHANGES HAS BEEN ACCOMPLISHED.

4. STAGING OF THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN

THESE PLACES AND AS REQUIRED TO INSURE PROGRESSIVE STABILIZATION OF

DISTURBED AREAS.

5. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF

CONSTRUCTION BY THE CONTRACTOR. SEDIMENT CONTROL PRACTICES WILL BE

APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE

SITE.

6. A CERTIFIED STORM WATER OPERATOR WILL BE NAMED ON THE MDEQ NOTICE OF

COVERAGE FOR NPDES AS REQUIRED.

7. ALL DISTURBED AREAS ARE TO BE TOP SOILED AND SEEDED WITH THE FOLLOWING

MIN RATIO:

TOP-SOIL 3" IN DEPTH, GRASS SEED 210 LBS PER ACRE, FERTILIZER 150 LBS PER

ACRE, STRAW MULCH 3" DEPTH 1.5 TO 2 TONS PER ACRE.

EROSION CONTROL STANDARDS

BENCHMARKS

SESC LEGEND

EROSION CONTROL QUANTITIES

SOIL EROSION AND SEDIMENTATION CONTROL

SEQUENCE OF CONSTRUCTION

Disturbed Area: 0..34 Acres

1. THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON APPROVED PLANS.

2. REMOVE ALL TOPSOIL AND ORGANIC MATTER. TOPSOIL MAY BE STORED ON SITE

IN DESIGNATED AREA TO BE USED FOR FUTURE PLANTING AND FILL AREAS.

TRUCK REMAINING TOP SOIL OFFSITE AND PROPERLY DISPOSE.

3. ROUGH GRADE AND INSTALL NEW UNDERGROUND UTILITIES. PLACE INLET

FILTERS AT PROPOSED CATCH BASINS THROUGHOUT SITE.

4. PLACE AGGREGATE BASE, CONSTRUCT CURB, SIDEWALK AND PAVEMENT.

5. FINISH GRADE AROUND PAVED AREAS AND STABILIZE AS SOON AS POSSIBLE.

STABILIZE ALL DISTURBED AREAS WITH CLASS A SEED AND MULCH. IN AREAS OF

SLOPES OF 1:4 OR STEEPER, CONTRACTOR TO SEED AND INSTALL PEGGED IN

PLACE EROSION CONTROL BLANKETS.

6. REPAIR/CLEAN INLET FILTERS AS REQUIRED.

7. REMOVE TEMPORARY SOIL EROSION MEASURES ONCE SEEDED VEGETATION HAS

ESTABLISHED. CLEAN ALL AFFECTED STORM STRUCTURES AS NECESSARY.

GRADING LEGEND

DATUM: NAVD88

BM C: URBAN DRIVE

SCRIBED "X" ON S/SIDE LIGHT POLE BASE, 20'± SOUTHEAST OF

CENTERLINE URBAN DRIVE & 594'± SOUTH OF CENTERLINE WILLIAM

SHAFTER CIRCLE S.

ELEV = 888.94

BM D: URBAN DRIVE

SCRIBED "X" ON S/SIDE LIGHT POLE BASE, 15'± SOUTHEAST OF

CENTERLINE URBAN DRIVE & 210'± SOUTH OF CENTERLINE WILLIAM

SHAFTER CIRCLE S.

ELEV = 895.96

WILLIAM SHAFTER CIRCLE N

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-7.2

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Grading & SESC Plan - Parking Lot J

GRADING & SESC PLAN

PARKING LOT J

SHEET KEY

SESC LEGEND

DTMB SES CONTROL MEASURES

EROSION CONTROL QUANTITIES

SOIL EROSION AND SEDIMENTATION CONTROL

SEQUENCE OF CONSTRUCTION

BENCHMARKS

Disturbed Area: 0.49 Acres

1. THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON APPROVED PLANS.

2. REMOVE ALL TOPSOIL AND ORGANIC MATTER. TOPSOIL MAY BE STORED ON SITE

IN DESIGNATED AREA TO BE USED FOR FUTURE PLANTING AND FILL AREAS.

TRUCK REMAINING TOP SOIL OFFSITE AND PROPERLY DISPOSE.

3. ROUGH GRADE AND INSTALL NEW UNDERGROUND UTILITIES. PLACE INLET

FILTERS AT PROPOSED CATCH BASINS THROUGHOUT SITE.

4. SAW CUT AS SHOWN AND REMOVE PAVEMENT AND CURB WHERE REQUIRED.

EXCAVATE AS NEEDED TO CONSTRUCT PAVEMENT AND INSTALL BASE.

5. CONSTRUCT CURB AND GUTTER AND SIDEWALKS.

6. PAVE PARKING LOT.

7. FINISH GRADE AROUND PAVED AREAS AND STABILIZE AS SOON AS POSSIBLE.

STABILIZE ALL DISTURBED AREAS WITH CLASS A SEED AND MULCH. IN AREAS OF

SLOPES OF 1:4 OR STEEPER, CONTRACTOR TO SEED AND INSTALL PEGGED IN

PLACE EROSION CONTROL BLANKETS.

8. REPAIR/CLEAN INLET FILTERS AS REQUIRED.

9. REMOVE TEMPORARY SOIL EROSION MEASURES ONCE SEEDED VEGETATION HAS

ESTABLISHED. CLEAN ALL AFFECTED STORM STRUCTURES AS NECESSARY.

1. CONTRACTOR AND COR SHALL WALK THE SITE PRIOR TO BEGINNING WORK TO INSPECT

SOIL EROSION AND SEDIMENTATION CONTROL DEVICES PRIOR TO BEGINNING ANY

WORK.

2. EARTHWORK SHALL BE LIMITED TO THE PROPOSED SITE AS SHOWN ON THE PLAN.

3. CONTRACTOR SHALL INSPECT THE SOIL EROSION/SEDIMENTATION CONTROL DEVICES

ONCE A WEEK AND/OR WITHIN 24 HOURS OF A RAINFALL EVENT WHICH RESULTS IN A

STORM WATER DISCHARGE FROM THE SITE. ANY DAMAGE TO EROSION

CONTROL MEASURES MUST BE REPAIRED IMMEDIATELY.

4. ALL MUD OR DEBRIS TRACKED ONTO EXISTING PUBLIC ROADS FROM THE SITE DUE TO

CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

5. SILT FENCE MAINTENANCE SHALL INCLUDE THE REMOVAL OF ANY BUILT-UP SEDIMENT

WHEN THE SEDIMENT HEIGHT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE

FENCE. THE CONTRACTOR IS RESPONSIBLE TO REMOVE, REPLACE, RETRENCH OR

RE-BACKFILL THE SILTATION FENCE SHOULD IT FAIL OR BE DAMAGED DURING

CONSTRUCTION.

6. PERMANENT STABILIZATION BUST BE COMPLETED WITHIN 30 DAYS OF FINAL GRADING.

7. ACCESS ROADS MUST BE MAINTAINED AS NECESSARY, TO KEEP THEM EFFECTIVE, NEW

LAYERS OF STONE MAY BE ADDED AS OLD LAYERS BECOME COMPACTED. STEPS

SHOULD ALSO BE TAKEN TO REPAIR THE ACCESS ROADS IF RUTS OR PONDING WATER

APPEARS.

8. INLET FILTERS SHOULD BE INSPECTED FOR BUILDUP OF SILT AND OTHER DEBRIS. THIS IS

EVIDENT IF GEOTEXTILE/SOD STRUCTURE IS CAUSING FLOODING. MAINTENANCE

WOULD CONSIST OF REMOVING OF SEDIMENTS WITH A STIFF BRISTLE BROOM OR

SQUARE POINT SHOVEL. IF INLET FILTER IS BEYOND THIS LEVEL OF REPAIR, IT MAY BE

NECESSARY TO REPLACE BOTH THE SOD AND GEOTEXTILE FILTER.

9. IF SOIL EROSION/SEDIMENT CONTROL MEASURES ARE INADEQUATE FOR THE SITE.

THE PROPER EROSION CONTROL AUTHORITY MUST BE NOTIFIED.

SOIL EROSION CONTROL MAINTENANCE

SCHEDULE AND NOTES

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE COUNTY DRAIN COMMISSIONER'S

OFFICE.

2. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF

EROSION AND SEDIMENTATION CONTROL MEASURES, AND ANY NECESSARY

REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

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. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES WHEN REQUIRED AND AS DIRECTED ON THESE PLANS. CONTRACTOR

SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION

OF SLOPES, DITCHES AND OTHER CHANGES HAS BEEN ACCOMPLISHED.

5. STAGING OF THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN

THESE PLACES AND AS REQUIRED TO INSURE PROGRESSIVE STABILIZATION OF

DISTURBED AREAS.

6. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF

CONSTRUCTION BY THE CONTRACTOR. SEDIMENT CONTROL PRACTICES WILL BE

APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE

SITE.

7. A CERTIFIED STORM WATER OPERATOR WILL BE NAMED ON THE MDEQ NOTICE OF

COVERAGE FOR NPDES AS REQUIRED.

8. ALL DISTURBED AREAS ARE TO BE TOP SOILED AND SEEDED WITH THE FOLLOWING

MIN RATIO:

TOP-SOIL 3" IN DEPTH, GRASS SEED 210 LBS PER ACRE, FERTILIZER 150 LBS PER

ACRE, STRAW MULCH 3" DEPTH 1.5 TO 2 TONS PER ACRE.

EROSION CONTROL STANDARDS

GRADING LEGEND

DATUM: NAVD88

BM G: WILLIAM SHAFTER CIRCLE N.

SCRIBED "X" IN CONCRETE LIGHT POLE BASE, 198'± NORTH OF

CENTERLINE WILLIAM SHAFTER CIRCLE N & 25'± WEST OF CENTERLINE

WILLIAM SHAFTER CIRCLE E.

ELEV = 920.95

BM H: WILLIAM SHAFTER CIRCLE N.

SCRIBED "X" IN CONCRETE SIGN BASE, 18'± NORTH OF CENTERLINE

WILLIAM SHAFTER CIRCLE N & 18'± WEST OF CENTERLINE WILLIAM

SHAFTER CIRCLE E.

ELEV = 922.35

WILLIAM SHAFTER CIRCLE S

Project Number

Contact Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-7.3

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Grading & SESC Plan - Motorcycle Parking

GRADING & SESC PLAN

LOT F SIDE WALK

SHEET KEY DTMB SES CONTROL MEASURES

BENCHMARKS

SESC LEGEND

EROSION CONTROL QUANTITIES

SOIL EROSION AND SEDIMENTATION CONTROL

SEQUENCE OF CONSTRUCTION

Disturbed Area: .03 Acres

1. THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON APPROVED PLANS.

2. REMOVE ALL TOPSOIL AND ORGANIC MATTER. TOPSOIL MAY BE STORED ON SITE

IN DESIGNATED AREA TO BE USED FOR FUTURE PLANTING AND FILL AREAS.

TRUCK REMAINING TOP SOIL OFFSITE AND PROPERLY DISPOSE.

3. ROUGH GRADE AND INSTALL NEW UNDERGROUND UTILITIES. PLACE INLET

FILTERS AT PROPOSED CATCH BASINS THROUGHOUT SITE.

4. SAW CUT AS SHOWN AND REMOVE PAVEMENT AND CURB WHERE REQUIRED.

EXCAVATE AS NEEDED TO CONSTRUCT PAVEMENT AND INSTALL BASE.

5. CONSTRUCT CURB AND GUTTER AND SIDEWALKS.

6. FINISH GRADE AROUND PAVED AREAS AND STABILIZE AS SOON AS POSSIBLE.

STABILIZE ALL DISTURBED AREAS WITH CLASS A SEED AND MULCH. IN AREAS OF

SLOPES OF 1:4 OR STEEPER, CONTRACTOR TO SEED AND INSTALL PEGGED IN

PLACE EROSION CONTROL BLANKETS.

7. REPAIR/CLEAN INLET FILTERS AS REQUIRED.

8. REMOVE TEMPORARY SOIL EROSION MEASURES ONCE SEEDED VEGETATION HAS

ESTABLISHED. CLEAN ALL AFFECTED STORM STRUCTURES AS NECESSARY.

1. CONTRACTOR AND COR SHALL WALK THE SITE PRIOR TO BEGINNING WORK TO INSPECT

SOIL EROSION AND SEDIMENTATION CONTROL DEVICES PRIOR TO BEGINNING ANY

WORK.

2. EARTHWORK SHALL BE LIMITED TO THE PROPOSED SITE AS SHOWN ON THE PLAN.

3. CONTRACTOR SHALL INSPECT THE SOIL EROSION/SEDIMENTATION CONTROL DEVICES

ONCE A WEEK AND/OR WITHIN 24 HOURS OF A RAINFALL EVENT WHICH RESULTS IN A

STORM WATER DISCHARGE FROM THE SITE. ANY DAMAGE TO EROSION

CONTROL MEASURES MUST BE REPAIRED IMMEDIATELY.

4. ALL MUD OR DEBRIS TRACKED ONTO EXISTING PUBLIC ROADS FROM THE SITE DUE TO

CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

5. SILT FENCE MAINTENANCE SHALL INCLUDE THE REMOVAL OF ANY BUILT-UP SEDIMENT

WHEN THE SEDIMENT HEIGHT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE

FENCE. THE CONTRACTOR IS RESPONSIBLE TO REMOVE, REPLACE, RETRENCH OR

RE-BACKFILL THE SILTATION FENCE SHOULD IT FAIL OR BE DAMAGED DURING

CONSTRUCTION.

6. PERMANENT STABILIZATION BUST BE COMPLETED WITHIN 30 DAYS OF FINAL GRADING.

7. ACCESS ROADS MUST BE MAINTAINED AS NECESSARY, TO KEEP THEM EFFECTIVE, NEW

LAYERS OF STONE MAY BE ADDED AS OLD LAYERS BECOME COMPACTED. STEPS

SHOULD ALSO BE TAKEN TO REPAIR THE ACCESS ROADS IF RUTS OR PONDING WATER

APPEARS.

8. INLET FILTERS SHOULD BE INSPECTED FOR BUILDUP OF SILT AND OTHER DEBRIS. THIS IS

EVIDENT IF GEOTEXTILE/SOD STRUCTURE IS CAUSING FLOODING. MAINTENANCE

WOULD CONSIST OF REMOVING OF SEDIMENTS WITH A STIFF BRISTLE BROOM OR

SQUARE POINT SHOVEL. IF INLET FILTER IS BEYOND THIS LEVEL OF REPAIR, IT MAY BE

NECESSARY TO REPLACE BOTH THE SOD AND GEOTEXTILE FILTER.

9. IF SOIL EROSION/SEDIMENT CONTROL MEASURES ARE INADEQUATE FOR THE SITE.

THE PROPER EROSION CONTROL AUTHORITY MUST BE NOTIFIED.

SOIL EROSION CONTROL MAINTENANCE

SCHEDULE AND NOTES

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE COUNTY DRAIN COMMISSIONER'S

OFFICE.

2. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF

EROSION AND SEDIMENTATION CONTROL MEASURES, AND ANY NECESSARY

REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

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. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES WHEN REQUIRED AND AS DIRECTED ON THESE PLANS. CONTRACTOR

SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION

OF SLOPES, DITCHES AND OTHER CHANGES HAS BEEN ACCOMPLISHED.

5. STAGING OF THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN

THESE PLACES AND AS REQUIRED TO INSURE PROGRESSIVE STABILIZATION OF

DISTURBED AREAS.

6. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF

CONSTRUCTION BY THE CONTRACTOR. SEDIMENT CONTROL PRACTICES WILL BE

APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE

SITE.

7. A CERTIFIED STORM WATER OPERATOR WILL BE NAMED ON THE MDEQ NOTICE OF

COVERAGE FOR NPDES AS REQUIRED.

8. ALL DISTURBED AREAS ARE TO BE TOP SOILED AND SEEDED WITH THE FOLLOWING

MIN RATIO:

TOP-SOIL 3" IN DEPTH, GRASS SEED 210 LBS PER ACRE, FERTILIZER 150 LBS PER

ACRE, STRAW MULCH 3" DEPTH 1.5 TO 2 TONS PER ACRE.

EROSION CONTROL STANDARDS

GRADING LEGEND

DATUM: NAVD88

BM E: WILLIAM SHAFTER CIRCLE S.

SCRIBED "X" IN WEST SIDE CONCRETE LIGHT POLE BASE, 23'± SOUTH

OF CENTERLINE WILLIAM SHAFTER CIRCLE S & 35'± WEST OF

CENTERLINE DWIGHT JOHNSON DRIVE.

ELEV = 902.18

BM F: WILLIAM SHAFTER CIRCLE S.

SCRIBED "X" IN SOUTHWEST SIDE LIGHT POLE BASE, 93'± SOUTH OF

CENTERLINE WILLIAM SHAFTER CIRCLE S & 99'± WEST OF CENTERLINE

DWIGHT JOHNSON DRIVE.

ELEV = 907.32

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.0

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Road Cross Sections

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.1

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Existing Conditions, Removal and Construction Sta. 12+00 TO 22+00

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

EXISTING CONDITIONS AND REMOVAL

CONSTRUCTION

REMOVAL LEGEND

REMOVAL NOTES

1. UTILITY OBJECTS SUCH AS GAS METER, TRANSFORMER, TELEPHONE PEDESTAL, UTILITY POLE &

WIRES ARE TO BE REMOVED BY OTHERS.

2. ANY TREES NOT MARKED PER PLAN ARE TO BE PROTECTED & PRESERVED DURING CONSTRUCTION.

3. CONTRACTOR TO TRIM TREES, AS NEEDED, FOR CONSTRUCTION OPERATIONS. TREE TRIMMING TO

BE APPROVED IN ADVANCE BY THE COR.

4. AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL

CONTACT MISS DIG (1-800-482-7171) TO VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES AND SHALL NOTIFY REPRESENTATIVES OF OTHER UTILITIES IN THE VICINITY OF THE

WORK.

EXISTING LEGENDBENCHMARKS

DATUM: NAVD88

BM A: ARMSTRONG ROAD

60D NAIL IN WEST SIDE 30" OAK TREE (TAG #1570) ALONG THE EAST

SIDE OF ARMSTRONG ROAD.

STA. 17+10, 18' RIGHT

ELEV = 890.09

BM B: ARMSTRONG ROAD

60D NAIL IN NORTHEAST SIDE 11" LOCUST TWIN TREE (TAG #1676)

ALONG THE WEST SIDE OF ARMSTRONG ROAD.

STA. 35+59, 21' LEFT

ELEV = 885.21

PAVEMENT LEGEND

U R

B A

N D

R

IV

E U

R B

A N

D R

IV

E www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

MONUMENT PRESERVATION

PRIOR TO DISTURBANCE OF ANY PUBLIC LAND SURVEY SYSTEM

MONUMENTS, IN ACCORDANCE WITH 1980 PA 299, CONTRACTOR TO

PERFORM WORK TO VERIFY POINT POSITIONS, EVALUATE, WITNESS,

PLACE POINTS AND REPORT, UNDER THE DIRECT SUPERVISION OF A

PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF MICHIGAN.

LICENSED PROFESSIONAL SURVEYOR MUST NOTIFY COR OF THE

COMPLETION OF THE REQUIRED PRELIMINARY VERIFICATION AND

WITNESSING WORK BEFORE BEGINING CONSTRUCTION ACTIVITIES

THAT WOULD DISTURB THE MONUMENS.

CONTRACTOR SHALL PROVIDE A NEW MONUMENT AND MONUMENT

BOX AT EACH GOVERNMENT CORNER IN LOCATIONS NOTED ON THE

PLANS AND PROVIDE DOCUMENTATION PER THE COUNTY

REQUIREMENTS.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.2

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Construction Profile Sta. 12+00 TO 22+00

LEGEND

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.3

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Existing Conditions, Removal and Construction Sta. 22+00 TO 32+00

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

EXISTING CONDITIONS AND REMOVAL

CONSTRUCTION

www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

REMOVAL LEGEND

REMOVAL NOTES

1. UTILITY OBJECTS SUCH AS GAS METER, TRANSFORMER, TELEPHONE PEDESTAL, UTILITY POLE &

WIRES ARE TO BE REMOVED BY OTHERS.

2. ANY TREES NOT MARKED PER PLAN ARE TO BE PROTECTED & PRESERVED DURING CONSTRUCTION.

3. CONTRACTOR TO TRIM TREES, AS NEEDED, FOR CONSTRUCTION OPERATIONS. TREE TRIMMING TO

BE APPROVED IN ADVANCE BY THE COR.

4. AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL

CONTACT MISS DIG (1-800-482-7171) TO VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES AND SHALL NOTIFY REPRESENTATIVES OF OTHER UTILITIES IN THE VICINITY OF THE

WORK.

EXISTING LEGENDBENCHMARKS

DATUM: NAVD88

BM A: ARMSTRONG ROAD

60D NAIL IN WEST SIDE 30" OAK TREE (TAG #1570) ALONG THE EAST

SIDE OF ARMSTRONG ROAD.

STA. 17+10, 18' RIGHT

ELEV = 890.09

BM B: ARMSTRONG ROAD

60D NAIL IN NORTHEAST SIDE 11" LOCUST TWIN TREE (TAG #1676)

ALONG THE WEST SIDE OF ARMSTRONG ROAD.

STA. 35+59, 21' LEFT

ELEV = 885.21

PAVEMENT LEGEND

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.4

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Construction Profile Sta. 22+00 TO 32+00

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.5

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Existing Conditions, Removal and Construction Sta. 32+00 TO 44+00

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

SH

A

FT

ER

C

IR

C

LE

W

ES

T

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

EXISTING CONDITIONS AND REMOVAL

CONSTRUCTION

SH

A

FT

ER

C

IR

C

LE

W

ES

T www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

REMOVAL LEGEND

REMOVAL NOTES

1. UTILITY OBJECTS SUCH AS GAS METER, TRANSFORMER, TELEPHONE PEDESTAL, UTILITY POLE &

WIRES ARE TO BE REMOVED BY OTHERS.

2. ANY TREES NOT MARKED PER PLAN ARE TO BE PROTECTED & PRESERVED DURING CONSTRUCTION.

3. CONTRACTOR TO TRIM TREES, AS NEEDED, FOR CONSTRUCTION OPERATIONS. TREE TRIMMING TO

BE APPROVED IN ADVANCE BY THE COR.

4. AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL

CONTACT MISS DIG (1-800-482-7171) TO VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES AND SHALL NOTIFY REPRESENTATIVES OF OTHER UTILITIES IN THE VICINITY OF THE

WORK.

EXISTING LEGENDBENCHMARKS

DATUM: NAVD88

BM A: ARMSTRONG ROAD

60D NAIL IN WEST SIDE 30" OAK TREE (TAG #1570) ALONG THE EAST

SIDE OF ARMSTRONG ROAD.

STA. 17+10, 18' RIGHT

ELEV = 890.09

BM B: ARMSTRONG ROAD

60D NAIL IN NORTHEAST SIDE 11" LOCUST TWIN TREE (TAG #1676)

ALONG THE WEST SIDE OF ARMSTRONG ROAD.

STA. 35+59, 21' LEFT

ELEV = 885.21

PAVEMENT LEGEND

MONUMENT PRESERVATION

PRIOR TO DISTURBANCE OF ANY PUBLIC LAND SURVEY SYSTEM

MONUMENTS, IN ACCORDANCE WITH 1980 PA 299, CONTRACTOR TO

PERFORM WORK TO VERIFY POINT POSITIONS, EVALUATE, WITNESS,

PLACE POINTS AND REPORT, UNDER THE DIRECT SUPERVISION OF A

PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF MICHIGAN.

LICENSED PROFESSIONAL SURVEYOR MUST NOTIFY COR OF THE

COMPLETION OF THE REQUIRED PRELIMINARY VERIFICATION AND

WITNESSING WORK BEFORE BEGINING CONSTRUCTION ACTIVITIES

THAT WOULD DISTURB THE MONUMENS.

CONTRACTOR SHALL PROVIDE A NEW MONUMENT AND MONUMENT

BOX AT EACH GOVERNMENT CORNER IN LOCATIONS NOTED ON THE

PLANS AND PROVIDE DOCUMENTATION PER THE COUNTY

REQUIREMENTS.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.6

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Construction Profile Sta. 32+00 TO 37+00

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.7

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Construction Profile Sta. 37+00 TO 44+00

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.8

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Detour Plan

TRAFFIC NOTES

1. CALL CITY OF BATTLE CREEK DEPARTMENT OF PUBLIC WORKS (269) 966-3343 BEFORE BEGINNING ANY WORK, OR

PLACING ANY SIGNS IN CITY R.O.W (ARMSTRONG ROAD, RIVER ROAD AND CLARK ROAD).

2. CALL THE ROAD COMMISSION OF KALAMAZOO COUNTY (269) 331-3171, BEFORE PLACING SIGNS IN COUNTY R.O.W.

(FORT CUSTER ROAD).

3. CONTACT MDOT MARSHALL TSC (269)-789-0560, PRIOR TO PLACEMENT OF ANY SIGNS WITHIN DICKMAN ROAD (M-96) RIGHT OF WAY. AN MDOT PERMIT WILL BE REQUIRED PRIOR TO PLACING SIGNS. THE PERMIT IS BEING ACQUIRED BY

THE VA COR.

4. PROPER SIGNING IS REQUIRED BEFORE ANY WORK IN RIGHT OF WAY IS STARTED.

5. PLACE 2 SIGNS DIRECTLY BEHIND SIDEWALK, AT 60 DEGREE ANGLE TO ONCOMING TRAFFIC. SIGNS MAY SHARE ONE

COMMON POST.

6. MAINTAIN TRAFFIC AT MAIN VA HOSPITAL ENTRANCE (INTERSECTION OF ARMSTRONG ROAD AND URBAN DRIVE) AT

ALL TIMES. CONSTRUCT INTERSECTION PART WIDTH WITH FLAG CONTROL AS NEEDED.

7. FLAG PERSON REQUIRED FOR TEMPORARY ONE-LANE ROADS.

8. ALL TEMPORARY SIGNING SHALL BE PER MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION AND THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

DETOUR

PLAN

SITE

TEMPORARY SIGNING QUANTITIES

SIGNING LEGEND

TEMPORARY MAINTENANCE OF TRAFFIC QUANTITIES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.9

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Pavement Marking and Signage Plan Sta. 12+00 TO 32+00

TRAFFIC NOTES

1. COORDINATE WITH COR BEFORE BEGINNING ANY WORK IN R.O.W.

2. PROPER SIGNING IS REQUIRED BEFORE ANY WORK IN R.O.W. IS STARTED.

3. LANE CLOSURES RESTRICTED TO 9-3 MON-FRI.

4. MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES.

5. FLAG PERSON REQUIRED FOR TEMPORARY ONE-LANE ROADS.

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

U R

B A

N D

R

IV

E

PAVEMENT MARKING

AND SIGNAGE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

C-10.10

100% BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORD A/E:

STAMP

MONUMENT ENGINEERING GROUP ASSOCIATES, INC. (MEGA)

298 Veterans Drive Fowlerville, Michigan, 48836 (517)-223-3512 Kevin C. McDevitt, PE

Replace Roads and Side Walk Areas Battle Creek VAMC

515-21-110

36C25018D0016 Project Director

6/25/2021 KM MNRevisions: Date:

FOR OFFICIAL USE ONLY

5500 Armstrong Road Battle Creek, MI 49037

L

IC

E N

S

ED

PROFESS IONAL

E

NG

IN

E E

R

S

TA

TE OF MICHIGAN

KEVIN C.

MCDEVITT

ENGINEER

NO.

6201043260

Pavement Marking and Signage Plan Sta. 32+00 TO 44+00

TRAFFIC NOTES

1. COORDINATE WITH COR BEFORE BEGINNING ANY WORK IN R.O.W.

2. PROPER SIGNING IS REQUIRED BEFORE ANY WORK IN R.O.W. IS STARTED.

3. LANE CLOSURES RESTRICTED TO 9-3 MON-FRI.

4. MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES.

5. FLAG PERSON REQUIRED FOR TEMPORARY ONE-LANE ROADS.

ARMSTRONG ROAD

(VARIABLE WIDTH - PUBLIC - R/W)

SH

A

FT

ER

C

IR

C

LE

W

ES

T

PAVEMENT MARKING

AND SIGNAGE PLAN