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EXISTING

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EXISTING

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BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

PLAYGROUND

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CBCB

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EXISTING

BUILDING

EX. GRAVEL

C2.0

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A Y

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PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

SAO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: sap

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23170001

02/19/2024

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ST

ATE OF MICHIGAN

L I C E N S E D P R O F E S S I O N A L E N G

I N E E

R

SPENCER O'DELL, P.E.

No. 6201309325

1. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT

PREPARED BY SOILS AND STRUCTURES DATED

2/14/24.

2. ALL DIMENSIONS ARE EXISTING, TAKEN AND

SCALED FROM AERIAL IMAGERY.

3. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS

BECOME APPARENT, THESE SHALL BE BROUGHT

TO THE ATTENTION OF THE ARCHITECT/ ENGINEER

PRIOR TO CONSTRUCTION OF ANYTHING

AFFECTED SO THAT CLARIFICATION OR REDESIGN

MAY OCCUR.

4. FINAL SURFACE GRADES SHALL MATCH EXISTING

GRADES. ALL DRAINAGE PATHS SHALL MATCH

EXISTING.

5. CURBS AND EXISTING CONCRETE WORK TO BE

PROTESTED DURING CONSTRUCTION. IF DAMAGE

OCCURS, TO BE REPAIRED/REPLACED BY THE

CONTRACTOR.

GENERAL NOTES

DRAWING AND EXISTING SITE CONDITIONS BASED ON AERIAL

IMAGERY AND ONSITE WALK-THROUGH

HMA BASE CRUSHING AND SHAPING &

HMA PAVEMENT

(SEE DETAIL THIS SHEET)

LEGEND STRIPING LEGEND

YELLOW CURBING AND BOLLARDS -

PARKING LOT

SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES

FREE OF HEAVY RUST 2 COATS SHERWIN WILLIAMS - KEM 4000

ACRYLIC ALKYD ENAMEL SAFETY YELLOW B55Y300

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN

WILLIAMS - PROMAR TRAFFIC MARKING PAINT YELLOW TM5495

SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN

WILLIAMS - PROMAR TRAFFIC MARKING PAINT "H.C." BLUE

STRIPING - PARKING LOT

HANDICAP STRIPING - PARKING LOT

1 inch = ft.

40 8060

N

21' 22' 22'

41' 62' 62' 23'

90'

23'

22'

9'

22' 22'22'

' 49

18'

121'

100'

72'34

5'

53'

54'

22'

29'

363'

2'

2'

2'

8'

8" COMPACTED

SALVAGED AGGREGATE BASE -

USE MDOT SPEC 305 FOR HMA

BASE CRUSHING AND SHAPING

EXISTING SUBBASE

ASPHALT SECTION

C2.0 - 030401 NOT TO SCALE

HMA BASE CRUSHING AND SHAPING &

HEAVY DUTY HMA PAVEMENT

(SEE DETAIL THIS SHEET)

CLEAN, CRACK SEAL, & SEAL COAT

(FOLLOW MDOT SPEC.)

2" ASPHALT WEARING COURSE (4EML)

2" ASPHALT LEVELING COURSE (4EML)

8" COMPACTED

SALVAGED AGGREGATE BASE -

USE MDOT SPEC 305 FOR HMA

BASE CRUSHING AND SHAPING

EXISTING SUBBASE

HEAVY DUTY

ASPHALT SECTION

C2.0 - 030401 NOT TO SCALE

2.5" ASPHALT WEARING COURSE (4EML)

2.5" ASPHALT LEVELING COURSE (4EML)

GRADING NOTES

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE

AND FEDERAL LAWS, RULES AND REGULATIONS IN

FORCE AT TIME OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING ALL PERMITS,

PERMIT COSTS, TAP FEES, METER DEPOSITS,

PERMANENT UTILITY APPLICATIONS, BONDS, AND

OTHER FEES REQUIRED FOR PROPOSED WORK.

THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED

TO THOSE REQUIRED BY THE MICHIGAN

DEPARTMENT OF TRANSPORTATION.

3. CONTACT MISS DIG "811" FOR LOCATION OF

UNDERGROUND UTILITIES A MINIMUM OF 48 HOURS

BEFORE COMMENCING EXCAVATION WORK. THIS

DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF NOTIFYING UTILITY OWNERS

WHO ARE NOT PART OF THE "MISS DIG" ALERT

SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS

OPERATIONS IN A MANNER AS TO ENSURE THAT

THOSE UTILITIES NOT REQUIRING RELOCATION WILL

NOT BE DISTURBED.

4. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES

AS REQUIRED.

5. ALL SOIL EROSION CONTROL MEASURES SHALL BE

IN PLACE PRIOR TO MASS GRADING.

6. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH

THE TECHNICAL SPECIFICATIONS AND

GEOTECHNICAL REPORT PREPARED BY SOILS AND

STRUCTURES DATED 2/14/2024.

7. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND

ACCEPTED AS SHOWN PRIOR TO COMMENCEMENT

OF WORK.

8. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID

TRACKING SOIL ONTO ADJACENT ROADWAYS.

CONTRACTOR SHALL SWEEP IMMEDIATELY IF

OCCURS.

9. ANY DISTURBED AREA WHICH WILL BE LEFT

UNWORKED 15 DAYS OR LONGER MUST BE SEEDED

TO ESTABLISH VEGETATION FOR TEMPORARY

STABILIZATION. BASINS TO BE SEEDED AND MULCH

BLANKETS APPLIED IMMEDIATELY TO PROVIDE A

STABLE BASE AND AVOID EXCESSIVE EROSION.

10. INLET PROTECTION FABRIC DROP. SHALL BE

INSTALLED AT EXISTING AND PROPOSED STORM

SEWER INLETS TO PROVIDE SETTLING AND

FILTERING OF SILT LADEN WATER PRIOR TO ENTRY

INTO THE DRAINAGE SYSTEM.

EX. CATCH BASIN (TYP.)

PROPOSED PAINED

PAVEMENT PARKING (TYP.)

PROPOSED 4" PAINTED

YELLOW PAVEMENT

STRIPE (TYP.)

PROPOSED 4" PAINTED

BLUE PAVEMENT STRIPE

(TYP.)

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

20'

10'

10'

20'

8' 5'

9'

PROTECT EXISTING

FENCE/GATE

PROTECT EXISTING

CONCRETE SIDEWALKS

AND CURBS (TYP.)

BID ALTERNATE #1:

1.5" ASPHALT WEARING COURSE (4EML)

2.0" ASPHALT LEVELING COURSE (4EML)

12" STABILIZED AGGREGATE BASED COURSE

(50LBS TYPE 1 PORTLAND CEMENT PER SQUARE YARD -

SEE GEOTECHNICAL REPORT)

BID ALTERNATE #1:

2.0" ASPHALT WEARING COURSE (4EML)

2.5" ASPHALT LEVELING COURSE (4EML)

12" STABILIZED AGGREGATE BASED COURSE

(50LBS TYPE 1 PORTLAND CEMENT PER SQUARE YARD -

SEE GEOTECHNICAL REPORT)

SAWCUT EDGES OF EXISTING

REMOVAL - FULL DEPTH HMA PATCH

- VERIFY LOCATIONS WITH OWNER

(USE HEAVY DUTY SECTION DETAIL

THIS SHEET)

SAWCUT AND REMOVE 10' WIDE

PATCH - REPLACE FULL DEPTH

HMA TO REPAIR FAILING

PAVEMENT SECTIONS - VERIFY

LOCATIONS WITH OWNER (USE

HEAVY DUTY SECTION DETAIL THIS

SHEET)

CLEAN OUT YARD DRAIN -

REGRADE LAWN TO YARD

DRAIN AND RESTORE LAWN

LANDSCAPING.

PROTECT ALL EXISTING

CATCH BASINS (TYP.)

PROPOSED 4" PAINTED

YELLOW PAVEMENT

STRIPE (TYP.)

PROPOSED 4" PAINTED

BLUE PAVEMENT STRIPE

(TYP.)

TERMINATE PAVEMENT

REPLACEMENT AT

EXISTING JOINT

SAWCUT EDGE OF

PAVEMENT -

CONTRACTOR

RESPONSIVBEL FOR

OBTAINING PERMIT FORM

CITY OF COLDWATER FOR

WORK WIOTHIN ROW.

SAWCUT PAVEMENT

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

SAWCUT EDGE OF

PAVEMENT -

CONTRACTOR

RESPONSIVBEL FOR

OBTAINING PERMIT FORM

CITY OF COLDWATER FOR

WORK WIOTHIN ROW.

9'

9'

9'

CLEAN OUT EXISTING

CATCH BASIN