Drawings.pdf

PDF 2 MB Posted Sep 24, 2026

Attached to: Invitation to Bid: Construction of ADA Sidewalks and Parking
Solicitation number: RFP CSD 260000002650 2
Issued by: Kalamazoo County, Michigan

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Written by GovTribe AI · Sep 25, 2026

Summary: Drawings.pdf - ADA Sidewalks and Parking Construction

This is a technical drawings file related to a Michigan invitation to bid for the construction of ADA (Americans with Disabilities Act) compliant sidewalks and parking facilities. The drawings document appears to contain the detailed specifications, site plans, and construction details necessary for contractors to understand the scope of work, spatial requirements, and technical standards for the proposed improvements. The file serves as a primary reference document for bidders to develop accurate cost estimates and construction methodologies for the ADA sidewalk and parking lot project.

The drawings establish the technical baseline for all bid submissions and would typically include dimensional information, material specifications, accessibility compliance details per ADA Standards for Accessible Design, grading plans, drainage considerations, and any utility locations or conflicts that contractors must account for during construction. These technical documents are essential for ensuring all bidders are responding to identical project requirements and that the completed work will meet all applicable accessibility standards and local construction codes.

View the file

Other files

File	Type	Posted
Addendum No. 1 (9.22.26) (1).pdf	PDF	Sep 24, 2026
Technical Specifications.pdf	PDF	Sep 24, 2026
Project Manual (Dated 9.9.26).pdf	PDF	Sep 24, 2026

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LOCATION MAP

NOT TO SCALE

T1.0 TITLE SHEET

C1.0

C3.0

DETAILS

C2.0

ISSUED FOR: CONSTRUCTION DOCUMENTS

C4.0

SITE LAYOUT & UTILITY PLAN

EXISTING CONDITIONS & DEMO PLAN

GRADING & SESC PLAN

CIVIL ENGINEER:

AR ENGINEERING, LLC.

5725 VENTURE PARK DRIVE, SUITE A

KALAMAZOO, MI 49008

TEL. (269) 250-5991 FAX. (866) 569-0604

DATE

42°05'18.5"N 84°16'47.9"W

SHEET INDEX

0 CONSTRUCTION DOCUMENTS

REVISIONS

09/09/26 lm

No. ISSUED FOR: DATE: BY:No. SHEET TITLE

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9/ 9/

LOCATION MAP

NOT TO SCALE

11775 HEWITT RD

SECTION 26, T.04S, R.01E

COLUMBIA TOWNSHIP

JACKSON COUNTY, MI

SITE DEVELOPMENT PLANS

SEPTEMBER 9, 2026

PARCEL #: 000-19-26-301-001-00

BEG AT W 1/4 POST OF SEC 26 TH E ALG E&W 1/4 LN 1870.66 FT TH S 0DEG 23' 15''W 937.46 FT TH S 89DEG 14'30''E TO N&S 1/4 LN TH S ALG SD 1/4 LN 1134.3 FT TH N 77DEG 24'40"W 505.75 FT TH S 28DEG 42'15"E 535.5 FT TO CEN OF CEMENT CITY RD TH S 50DEG 38'30"W 272.58 FT ALG CEN OF SD RD TH N 39DEG 21'30"W 132 FT TH S 50DEG 38'30"W 214.5 FT TH S 39DEG 21'30"E 132 FT TO CEN OF CEMENT CITY RD THS 50DEG 38'30"W 524.05 FT ALG CEN OF SD RD TO THE CEN LN OF HEWITT RD TH N 30DEG 11'30"W 1943.04 FT ALG CEN OF SD RD TH N 30DEG 33'45"W 1636.18 FT ALG CEN LN OF SD RD TO THE

E&W 1/4 LN TH E ALG SD 1/4 LN 204.66 FT TO BEG SECS 26,27 & 35 T4S R1E 106.32A

LEGAL DESCRIPTION

AARON FELSKE. P.E.

OWNERS:

COLOMBIA SCHOOL DISTRICT

11775 HEWITT RD

BROOKLYN, MI 49230

(517) 592-6634

DEVELOPER:

TMP ARCHITECTURE

1191 WEST SQUARE LAKE RD

BLOOMFIELD HILLS, MI 48302

TEL. (248) 338-4561

COLUMBIA CENTRAL

SENIOR HIGH SCHOOL

BALL FIELDS

ITT RD

CEMENT C

ITY RD

DALCHAR DRM

APLE LN

CEMENT C

ITY RD

T C T

WILKSHIRE DR

NOTTINGHAM DR

BARBARA DR

KIRKLEY DR

AMBLER DR

AutoCAD SHX Text

SITE LOCATION

AaronFelske Pen AarmFelzu

AaronFelske Pen 9-10

AaronFelske Pen -26

CHH

Ø10"

Ø8"

Ø10"

Ø12"

Ø8"

Ø12"

Ø10"

Ø8"

Ø12"

Ø10"

32'

CP 50

CP 51

CP 52

BASEBALL DUGOUT

GRAVEL

TREELINE

SCOREBOARD

FLAGPOLE

BOLLARD (TYP.)

BLEACHERS ON

CONCRETE PAD

PRESS BOX

BATTING CAGE ON

CONCRETE PAD

SCOREBOARD DONATED BY

ATHLETIC BOOSTERS SIGN

FOUL POLE ON

CONCRETE BASE

FOUL POLE ON

CONCRETE BASE

HANDICAP

PARKING SIGN

SCOREBOARD

6' CHAINLINK FENCE

SOFTBALL DUGOUT

BLEACHERS

SOFTBALL DUGOUT

BASEBALL DUGOUT

SOFTBALL DUGOUT

BENCH

4' CHAINLINK FENCE

POWER POLE (TYP.)

GUY WIRE (TYP.)

18' CHAINLINK FENCE

6' CHAINLINK FENCE

10' CHAINLINK FENCE

6' CHAINLINK FENCE

10' CHAINLINK FENCE

18' CHAINLINK FENCE

OVERHEAD DOOR

MH-A

RISER

ELECTRICAL

METER

WATER WELL

BALL FIELD

6" CLEANOUT

WATER VALVE

BM-2

BM-1

C1.0

E X

N G

C O

N D

N S

E M

O P

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: NLP

SHEET NUMBER

F O

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09/09/2026

43210

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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

AARON

MICHAEL

FELSKE

No.

6201045105

AARON FELSKE, P.E.

No. 6201045105

REMOVE

LIMITS OF CONSTRUCTION

P PROTECT

GRAVEL REMOVAL

DEMOLITION NOTES LEGEND

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: AR ENGINEERING, LLC

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

COLUMBIA TOWNSHIP, MICHIGAN AND JACKSON COUNTY.

10. CONTACT MISS DIGG "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.

11. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

12. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

DEMOLITION.

13. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL

SPECIFICATIONS AND GEOTECHNICAL REPORT FOR THIS SITE BY [INSERT NAME].

14. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR

TO COMMENCEMENT OF WORK.

15. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO

ADJACENT ROADWAYS. CONTRACTOR SHALL SWEEP IMMEDIATELY IF OCCURS.

16. 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.

17. REVIEW ALL THE REMOVALS AND PROTECTION WITH OWNER PRIOR TO

COMMENCING CONSTRUCTION. INSTALL TEMPORARY SNOW FENCE AROUND ALL

TREES REQUIRING PROTECTION. SNOW FENCE SHALL BE PLACED AT EDGE OF DRIP

LINE.

18. SAWCUT ALL CURB, SIDEWALK, AND PAVEMENTS PRIOR TO REMOVAL. ADDITIONAL

SAWCUT MAY BE NECESSARY PRIOR TO REPLACEMENT TO ENSURE CLEAN EDGE.

19. ALL REMOVALS SHALL BE TAKEN OFF-SITE AND DISPOSED OF PROPERLY. NO

STOCKPILE OR BURNING OF DEBRIS IS ALLOWED.

20. ALL REMOVALS SHALL BE TO THE LIMITS INDICATED ABOVE UNLESS OTHERWISE

DIRECTED BY THE ENGINEER. UNAUTHORIZED REMOVALS AND SUBSEQUENT

REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE.

21. REMOVE, STORE, AND RESET ANY EXISTING SIGNS AS DIRECTED BY THE

ENGINEER/OWNER.

22. REMOVE ALL TREES TO THE CLEARING LIMITS AS SHOWN. REMOVE ALL EXISTING

TREES, STUMPS AND BRUSH FROM THE SITE AS NECESSARY TO CONSTRUCT THE

IMPROVEMENTS.

23. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ANY ITEMS REMAINING FROM

THE EXISTING BUILDING, IN ITS ENTIRETY, INCLUDING WALLS, FOUNDATIONS AND

FOOTINGS. ALL BUILDING DRAINS AND UTILITY LEADS SHALL BE LOCATED AND

PROPERLY PLUGGED. UTILITY LEAD WORK SHALL BE COORDINATED WITH THE

APPROPRIATE UTILITY COMPANY.

24. BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL COMPACTED TO 95% OF

THE MATERIAL UNIT WEIGHT BY MODIFIED PROCTOR.

25. CONTROL SHALL BE MAINTAINED OVER THE SITE AND OPERATION TO ELIMINATE

HAZARDS TO THE PUBLIC. NAILS OR OTHER TIRE PUNCTURING ITEMS SHALL NOT

BE DROPPED ON STREETS, ALLEYS AND ADJACENT PROPERTY. PUBLIC STREETS,

CURBS AND SIDEWALKS SHALL BE PROTECTED FROM DAMAGE. THE PERSON

ENGAGED IN THE DEMOLITION WORK SHALL BE LIABLE FOR ANY AND ALL DAMAGE

TO CURBS, STREETS, SIDEWALKS AND OTHER PUBLIC OR PRIVATE PROPERTY AND

FOR ANY BODILY INJURY OCCURRING AS A RESULT OF THE DEMOLITION WORK.

1 inch = ft.

50 10075

REMOVE EXISTING

HANDICAP SIGNS

REMOVE & REPLACE

YARD DRAIN WITH

ROUND CATCH BASIN

FOR STORM

KEEP EXISTING TREES

BENCHMARK INFORMATION

BM-1: ELEV: 1004.61

SET "X" IN THE NORTHWEST BOLT OF FOUL POLE BASE LOCATED

±429' NORTHEAST OF CENTERLINE OF HEWITT RD AND ±438'

NORTHWEST OF CENTERLINE OF CEMENT CITY RD.

BM-2: ELEV: 1005.93

SET MAG NAIL IN SOUTHWEST CORNER OF CONCRETE BLEACHER

PAD LOCATED ±95' NORTHEAST OF CENTERLINE OF HEWITT RD

AND ±165' NORTHEAST OF CENTERLINE OF CEMENT CITY RD.

REMOVE EXISTING FENCE.

APPROX. 54 LFT

REMOVE EXISTING GRAVEL PATH

YD-1, 18" CPP STRUCTURE

RIM = 1003.28

NNW 6" PVC (INV. = 1000.98)

SUMP = 998.08

STORM STRUCTURE INFORMATION

SANITARY STRUCTURE INFORMATION

MH-A, CONC. STRUCTURE

RIM = 1004.53

SSE 4" PVC (INV. = 1002.23)

EXISTING GRAVEL DEPTH IS UNKNOWN.

REMOVE GRAVEL TO DEPTH

NECESSARY TO CONSTRUCT NEW

CONCRETE AND SAND SUBBASE

SECTION.

REMOVED GRAVEL MAY BE DEPOSITED

ON SITE BY SPREADING IN THE GRAVEL

PARKING LOT AND LEVELING.

COORDINATE LOCATION OF GRAVEL

DISPOSAL WITH OWNER.

TEMPORARILY REMOVE ANY LOOSE

BENCHES/BLEACHERS/EQUIPMENT IN

ORDER TO PLACE NEW CONCRETE WALKS

EXISTING GRAVEL DEPTH IS UNKOWN. REMOVE GRAVEL

TO DEPTH NECESSARY TO CONSTRUCT NEW CONCRETE

AND SAND SUBBASE SECTION.

NOTE NEW BASIN LOCATIONS WILL PROVIDE LOW SPOTS

AROUND THE BUILDING, SO ADDITIONAL REMOVAL MAY

BE NECESSARY TO CONSTRUCT THE NEW CONCRETE PROFILE

6" INVERT OUT

997.73

CHH

Ø10"

Ø8"

Ø10"

Ø12"

Ø8"

Ø12"

Ø10"

Ø8"

Ø12"

Ø10"

32'

CB-1

CB-2

44' - 8" N12 HDPE @ 0.30%

CB-4

49' - 8" N12 HDPE @ 0.30%

CB47' - 8" N12 HDPE @ 0.30%

16' - 6" N12 HDPE @ 0.30%

ITT R

(66' PU

BLIC

R.O .W

./ASPH

ALT)

CEMENT C

ITY R

(66' P

UBLIC

R .O

.W ./A

SPHALT

CB-1, 2' DIA. EJIW 5105

RIM = 1003.95

8" HDPE N

CB-2, 2' DIA. EJIW 5105

RIM = 1003.95

8" HDPE S

8" HDPE W

CB-3, 2' DIA. EJIW 5105

RIM = 1003.92

12" HDPE N

6" HDPE NW

CB-4, 2' DIA. EJIW 5105

RIM = 1003.88

8" HDPE E

8" HDPE S

1001.26

1001.13 1001.13

1001.12 1001.12

1000.98 1000.98

C2.0

E L

A Y

O U

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: NLP

SHEET NUMBER

F O

JOB NUMBER

R O

D U

O N

, C O

G O

R O

O F

D R

G W

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26026017

09/09/2026

43210

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AARON FELSKE, P.E.

No. 6201045105

GENERAL NOTES

1. DIMENSIONS HEREIN TAKE PRECEDENCE OVER SCALE AND

COMPUTER MODEL. CONTRACTOR TO VERIFY ALL

DIMENSIONS IN FIELD.

2. SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS SHOWN.

ALL PEDESTRIAN WALKWAYS SHALL COMPLY WITH ADA

REQUIREMENTS.

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.

1. PROPERTY INFORMATION:

PARCEL #S: 000-19-26-301-001-00

SITE AREA: 4,631,299 SF (106.32AC)

OWNER: COLUMBIA SCHOOL DISTRICT

11775 HEWITT RD

BROOKLYN, MI 49230

ARCHITECT: TMP ARCHITECTURE

259 E. MICHIGAN AVE

SUITE 308

KALAMAZOO, MI 49007

PHONE: (248) 338-4561

E-MAIL: INFO@TMP-ARCHITECTURE.COM

2. ZONING:

PROPERTY CURRENTLY ZONED:

RR - RURAL RESIDENTIAL DISTRICT

ABUTTING PROPERTY CURRENTLY ZONED:

NORTH: RR - RURAL RESIDENTIAL DISTRICT

SOUTH: RR - RURAL RESIDENTIAL DISTRICT

EAST: RR - RURAL RESIDENTIAL DISTRICT

WEST: RR - RURAL RESIDENTIAL DISTRICT

PROPOSED LAND USE = SCHOOL

*PERMITTED USE IN RURAL RESIDENTIAL DISTRICT

3. LOT:

MINIMUM LOT SIZE: 20,000 SFT

MINIMUM LOT WIDTH: 90 FT

LOT SIZE: 4,631,299 SFT / 106.32 ACRES

LOT DIMENSIONS: IRREGULAR

4. LANDSCAPING:

LANDSCAPING WILL BE LIMITED TO MINOR EDGE

REPAIRS IN GRASS AREAS ADJACENT TO CONCRETE

INSTALLATIONS OR CONSTRUCTION TRAFFIC.

5. STORM WATER DETENTION REQUIRED:

STORM WATER WILL CONTINUE TO UTILIZE THE

EXISTING STORM WATER COLLECTION AND

DISPOSAL SYSTEM ON SITE.

A. CONCRETE PAVEMENT (SEE DETAIL SHEET).

B. PAINT/ STRIPING (SEE DETAIL SHEET)

C. SUGGESTED PARKING LOT STRIPING TO OPTIMIZE

VEHICLE PARKING (NOT PART OF CONTRACT)

D. HANDICAP PARKING SIGN (6)

E. PROPOSED BLEACHER

HD CONCRETE PARKING PAD

CONCRETE PAVEMENT AND SIDEWALK

(SEE DETAIL ON C5.0)

SITE DATA

SITE PLAN NOTES LEGEND

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: AR ENGINEERING, LLC

1 inch = ft.

50 10075

11' 11'

11'

11' 11'

18'

10'

15'

14'

15'

13'

R5'

R35'

R25'

R19'

R10'

R5' R13'

R2 5'

R25

R2 5'

R 25'

24'

26'

11'

18' 18' 11'

11'

18' 18' 11'

11'

18'

11'11'

18'

11'

18'

1. SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE, RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING EXCAVATIONS SHOULD BE

ADEQUATELY PROTECTED.

2. REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR

CONSTRUCTION TRAFFIC, ETC. AND REPLACE WITH COMPACTED GRANULAR FILL.

3. STORM SEWER SHALL BE CORRUGATED HDPE PIPE WITH SMOOTH INTERIOR WALL, BY ADS OR EQUAL.

LEACHING BASINS AND MANHOLES ARE TO BE REINFORCED CONCRETE WITH RIM AND SLOTTED

GRATING (AS SHOWN). STORM SEWER & LEACHING BASINS ARE TO BE WRAPPED WITH FILTER FABRIC.

4. SANITARY SEWER PIPE MAY BE PVC SDR 3034 MATERIAL.

5. ALL WATER SERVICE LINES SHALL BE 1" TYPE K COPPER PIPE OR PE AND SHALL BE BROUGHT TO WITHIN 5' OF BUILDING, WITH COMPRESSION FITTINGS OR MECHANICAL FITTINGS OTHER THAN

FLARED ENDS.

6. PROVIDE MINIMUM 5' COVER FROM FINISHED GRADE FOR ALL WATER SERVICE LINES. IF COVER CANNOT BE MAINTAINED DUE TO SITE CONDITIONS OR INVERT ELEVATIONS THE ENTIRE LENGTH OF THE EXTERIOR PIPE MUST BE PROTECTED WITH 2" RIGID INSULATION BOARD ON THE TOP AND SIDES.

7. PROVIDE MINIMUM 5' COVER FROM FINISHED GRADE FOR ALL SANITARY SEWER LINES. IF COVER CANNOT BE MAINTAINED DUE TO SITE CONDITIONS OR INVERT ELEVATIONS THE ENTIRE LENGTH OF THE EXTERIOR PIPE MUST BE PROTECTED WITH 2" RIGID INSULATION BOARD ON THE TOP AND SIDES.

8. MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER MAIN

UTILITIES. PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE UTILITIES CROSS.

9. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPEN

OVERNIGHT AS REQUIRED.

10. EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL HAVE

LIMESTONE AGGREGATE AND SHALL HAVE 4 - 6 % AIR ENTRAINMENT WITH A BROOM FINISH.

11. EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/2" ASPHALT IMPREGNATED FULL DEPTH 40' O.C. MAXIMUM & AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT SIDEWALK

WIDTH DIMENSION AND @ 10'-0" O.C. IN DRIVES.

GENERAL NOTES

SITE MATERIALS & CONSTRUCTION NOTES

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN

FORCE AT TIME OF CONSTRUCTION.

2. ELECTRICAL WORK SHALL BE PERFORMED BY A STATE OF MICHIGAN LICENSED ELECTRICIAN ACCORDING TO THE N.F.P.A. NATIONAL ELECTRICAL CODE AS MODIFIED BY THE STATE OF MICHIGAN.

FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A COMPLETE WORKING SYSTEM.

3. ALL PLUMBING WORK SHALL BE PERFORMED BY A STATE OF MICHIGAN LICENSED PLUMBER

ACCORDING TO THE INTERNATIONAL PLUMBING CODE AS MODIFIED BY THE STATE OF MICHIGAN AND LOCAL HEALTH DEPARTMENT. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A FULL

WORKING SYSTEM.

4. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE INTERNATIONAL MECHANICAL CODE AS MODIFIED BY THE STATE OF MICHIGAN AND THE MICHIGAN ENERGY CODE. FURNISH AND

INSTALL ALL MATERIALS AND LABOR TO PROVIDE A FULL WORKING SYSTEM.

5. ALL WORK SHALL CONFORM TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE

AMERICANS WITH DISABILITIES ACT.

6. WATER SERVICE PRESSURE TESTING AND CHLORINATION SHALL BE PER EGLE AND COLUMBIA

TOWNSHIP REQUIREMENTS.

7. SANITARY SEWER INSTALLATION AND TESTING MUST MEET THE REQUIREMENTS OF COLUMBIA

TOWNSHIP AND EGLE.

8. ALL REGULATORY SIGNAGE (IF SPECIFIED) SHALL BE PER THE MICHIGAN DEPARTMENT OF

TRANSPORTATION (MDOT).

9. 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.

10. CONTACT "MISS DIG 811" AT 1-800-482-7171 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.

11. ANY SANITARY SEWER, SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORM SEWER WHICH IS DAMAGED BY THE CONTRACTOR DURING HIS OPERATIONS SHALL BE REPAIRED TO

THE OWNERS SATISFACTION, AND AT THE CONTRACTORS EXPENSE. IF ANY ELEMENTS OF THE

SANITARY SEWER SYSTEM ARE DAMAGED AND NEED REPAIRED, IT MUST MEET COLUMBIA TOWNSHIP

SPECIFICATIONS.

12. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ELECTRICAL TRANSFORMER PAD PER THE

UTILITY COMPANY SPECIFICATIONS.

13. THE TELEPHONE UTILITY COMPANY SHALL PROVIDE UNDERGROUND TELEPHONE TO THE BUILDING AT

THE OWNERS EXPENSE.

14. REFER TO ELECTRICAL DRAWINGS FOR UNDERGROUND ELECTRICAL REQUIREMENTS FOR SITE

LIGHTING & SITE DETAILS SHEETS FOR THE FIXTURE AND & POLE SPECIFICATIONS.

15. DESIGN, INSTALLATION AND SPECIFICATION FOR IMPROVEMENTS RELATED TO GAS, TELEPHONE, ELECTRIC AND CABLE TELEVISION SERVICES SHALL BE COORDINATED BY THE CONTRACTOR.

16. CONTRACTOR SHALL COORDINATE TELEPHONE, ELECTRIC, AND CABLE TELEVISION CONDUITS WITH

THE APPROPRIATE UTILITY PRIOR TO PAVEMENT INSTALLATION.

17. CONTRACTOR IS TO UNCOVER AND CONFIRM ALL TAP LOCATIONS. LOCATION DISCREPANCIES ARE TO

BE BROUGHT TO THE ENGINEERS ATTENTION FOR RESOLUTION.

18. THE CONTRACTOR IS TO PROVIDE THE WATER SERVICE PIPING FROM THE BUILDING TO THE EXISTING MAIN. THE CONTRACTOR SHALL MAKE THE CONNECTION TO THE SHUT OFF VALVE, THE CONTRACTOR

SHALL COORDINATE SERVICES WITH THE VILLAGE.

19. CONTRACTOR/OWNER SHALL OBTAIN UTILITY CONNECTION PERMITS AND SETTLE APPLICABLE UTILITY

ASSESSMENTS PRIOR TO EXTENSION OF PUBLIC UTILITIES ONSITE.

20. MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2 ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT. STORM STRUCTURES MUST ALL HAVE A SUMP OF TWO FEET.

21. ALL WATER MAIN TO HAVE A BURIAL DEPTH AS REQUIRED BY EGLE FOR THE SPECIFIC REGION OF WORK

IN JACKSON COUNTY.

22. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

23. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT.

24. DRIVEWAY LAYOUT AND CONNECTION TO HEWITT RD SHALL COMPLY WITH ALL ASPECTS OF THE MDOT /

COUNTY ROAD COMMISSION DRIVE PERMITS, RESPECTIVELY.

25. GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL APPLICATIONS OF RIP RAP OUTFALLS AND

SPILLWAYS.

STORM STRUCTURE DATA

BENCHMARK INFORMATION

BM-1: ELEV: 1004.61

SET "X" IN THE NORTHWEST BOLT OF FOUL POLE BASE LOCATED

±429' NORTHEAST OF CENTERLINE OF HEWITT RD AND ±438'

NORTHWEST OF CENTERLINE OF CEMENT CITY RD.

BM-2: ELEV: 1005.93

SET MAG NAIL IN SOUTHWEST CORNER OF CONCRETE BLEACHER

PAD LOCATED ±95' NORTHEAST OF CENTERLINE OF HEWITT RD

AND ±165' NORTHEAST OF CENTERLINE OF CEMENT CITY RD.

11'

18'

CONCRETE CONTRACTOR TO SUBMIT PROPOSED JOINT LAYOUT

PLAN TO ENGINEER FOR APPROVAL. GENERALLY FOLLOW MDOT

DETAIL R-29-J FOR SPACING AND INTENT FOR CRACK CONTROL.

STRAIGT SIDEWALKS AREAS TO MATCH WIDTH OF WALK. MAX 100 SFT

PER AREA. PLACE CONTROL/ISOLATION POINTS AT MAX 50' SPACING.

SEE DETAIL ON C4.0.

PLACE EXPANSION JOINT MATERIAL AT EDGE OF

EXISTING CONCESSIONS BUILDING PAD WHEN FORMING NEW

SIDEWALK AREA TO SEAL AREA BETWEEN NEW AND EXISTING.

EXISTING TRIM/SIDING IN SOME AREAS IS PRESENT BELOW THE

EDGE OF THE FLOOR SLAB, AND WILL REQUIRE REMOVAL/TRIMMING

IN ORDER TO PLACE SURROUNDING CONCRETE FLUSH WITH FLOOR SLAB.

6" INVERT OUT

997.73

EX. 6" NW 1000.98

OUTFALL 6" 997.73

(MATCH EX.)

PLACE 6" N12 HDPE STUB FROM CB3

TO FENCE LINE FOR FUTURE USE INSIDE FIELD

CHH

Ø10"

Ø8"

Ø10"

Ø12"

Ø8"

Ø12"

Ø10"

Ø8"

Ø12"

Ø10"

32'

CP 50

CP 51

CP 52

CHH

32'

CP 50

CP 51

CP 52

1004.22 M.E.

1004.64 M.E.

1004.69 M.E.

1004.23 M.E.

1004.38 M

.E.

1005.12 M

.E.

1004.24 M

.E.

1003.73 M

.E.

1003.73 M

.E.

1004.32 M

.E.

1005.46 M

.E.

1005.94 M

.E.

1005.55 M

.E.

1005.95 M

.E.

1005.17 M

.E.

1004.35 M.E.

1004.13 M.E.

1004.79 M.E.

1005.75 M

.E.

1005.36 M.E.

1005.99 M

.E.

1005.74 M.E.

1005.39 M

.E.

1005.91 M

.E.

1005.94 M.E.

1005.82 M

.E.

1005.86 M.E.1005.87 M.E.

1005.87 M

.E.

1005.84 M.E.

1005.89 M

.E.

1005.52 M

.E.

1005.52 M

.E.

1005.93 M

.E.

1005.76 M.E.

1004.79 M

.E.

1005.42 M

.E.

1005.48 M

.E.

1003.45 M

.E.

1003.48 M

.E.

00 10

01 10

10031004

06 10

32'

CB-1

CB-2

44' - 8" N12 HDPE @ 0.30%

CB CB-4

49' - 8" N12 HDPE @ 0.30%

47' - 8" N12 HDPE @ 0.30%

16' - 6" N12 HDPE @ 0.30%

1003.95

1003.92

1003.88

1004.18 M

.E.

1004.18 M.E.

1004.26 M.E.

1004.25 M

.E.

1004.33 M.E.

1004.24 M

.E.

1004.14 M

.E.

1004.12 M

.E.

1004.50 M

.E.

1004.66 M.E.

1004.51 M.E.

1004.48 M.E.

1004.30 M.E.

1004.17 M

.E.

1004.73 M

.E.

C3.0

G R

A D

E S

C P

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: NLP

SHEET NUMBER

F O

JOB NUMBER

R O

D U

O N

, C O

G O

R O

O F

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T W

C O

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R O

R E

N G

DATE

N o.

26026017

09/09/2026

43210

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6, T

S, R

AARON FELSKE, P.E.

No. 6201045105

SOIL EROSION & SEDIMENT CONTROL NOTES

14T

26T

29T

33T

LIMITS OF CONSTRUCTION

SILT FENCE

GRADING NOTES LEGEND

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: AR ENGINEERING, LLC

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 DIGG "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. MATCH EXISTING GRADES AROUND PERIMETER WITH SLOPES AS SHOWN.

6. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT GRADES AT EDGE OF METAL (EOM) UNLESS

OTHERWISE NOTED.

7. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO MASS GRADING.

8. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND

GEOTECHNICAL REPORT.

9. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR TO

COMMENCEMENT OF WORK.

10. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT

ROADWAYS. CONTRACTOR SHALL SWEEP IMMEDIATELY IF OCCURS.

11. 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.

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. THE

OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE

GOVERNING AUTHORITY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM THE

GOVERNING AUTHORITY, IF APPLICABLE, PRIOR TO START OF CONSTRUCTION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE

"SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE

REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS

ARE THE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S

RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH

COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS

REQUIRED FOR FINAL CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR

WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND

ELSEWHERE AS DIRECTED BY THE ENGINEER. SEEDING AND/OR SODDING SHALL BE INSTALLED

ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES

SHALL BE INCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.

ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PER MDOT STANDARD

DETAILS. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE. SOIL

EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBED

BELOW.

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE

RESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF APPLIED AT A RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A RATE OF 228

LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND MULCH ANCHORING. (APPLIES TO ENTIRE

PROJECT)

DENOTES TEMPORARY SEEDING. TEMPORARY SEEDING SHALL BE PLACED AT LOCATIONS

DETERMINED BY THE ENGINEER IN THE FIELD AND SHALL INCLUDE CEREAL RYE SEED APPLIED

AT A RATE OF 70 LB/ACRE AND MULCH.

DENOTES DUST CONTROL. DUST CONTROL MAY BE REQUIRED ON THE SUBGRADE

CONSTRUCTION AND WILL INCLUDE APPLYING FRESH WATER TO BE INCLUDED IN THE ITEM OF

EMBANKMENT. DUST CONTROL ON THE AGGREGATE BASE COURSE WILL BE ACCOMPLISHED

BY APPLYING FRESH WATER (INCLUDED IN THE ITEM OF AGGREGATE BASE, 6 INCH) AND

APPLYING DUST PALLIATIVE, APPLIED, CACL₂ (TON) AS DIRECTED BY THE PROJECT ENGINEER.

DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION

DENOTES GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO PROVIDE STABLE

ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF MATERIALS ONTO PUBLIC

STREETS AND HIGHWAYS. THE APPROACH SHALL BE A MINIMUM OF 12' WIDE, 6" DEEP, AND

CONSIST OF 2"-4" AGGREGATE.

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEK CROSSINGS,

ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS DIRECTED

BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED GENERALLY ALONG THE SAME

CONTOUR ELEVATION.

DENOTES 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.

DENOTES MULCH BLANKET OR MATTING. SHALL BE NORTH AMERICAN GREEN DS150, OR

APPROVED EQUAL. MULCH BLANKETS SHALL BE PLACED ON ALL 1:3 SLOPES OR GREATER, IN

AND AROUND DITCH BOTTOMS WHERE THERE IS NO BIOSWALE BY CONTRACTOR RESPONSIBLE

FOR RESTORING THAT AREA.

1 inch = ft.

50 10075

SEE CONCESSION BLOW-UP

FOR GRADES

BENCHMARK INFORMATION

BM-1: ELEV: 1004.61

SET "X" IN THE NORTHWEST BOLT OF FOUL POLE BASE LOCATED

±429' NORTHEAST OF CENTERLINE OF HEWITT RD AND ±438'

NORTHWEST OF CENTERLINE OF CEMENT CITY RD.

BM-2: ELEV: 1005.93

SET MAG NAIL IN SOUTHWEST CORNER OF CONCRETE BLEACHER

PAD LOCATED ±95' NORTHEAST OF CENTERLINE OF HEWITT RD

AND ±165' NORTHEAST OF CENTERLINE OF CEMENT CITY RD.

4T 8P

29T

CONCESSION BLOW-UP

C3.0 - 140105 SCALE 1:20

PROPOSED ALTERNATE

DRAINAGE ARROW

29T

EXISTING BUILDING

F.F. 1004.45

RESET SANITARY RIM TO

MATCH NEW CONCRETE

WALK

PROPOSED

HIGH POINT

PROPOSED

HIGH POINT

PROPOSED

HIGH POINT

PROPOSED

HIGH POINT

C4.0

D E

PLANS PREPARED BY:

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PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: NLP

SHEET NUMBER

F O

JOB NUMBER

R O

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O N

, C O

G O

R O

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R O

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DATE

N o.

26026017

09/09/2026

43210

C O

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O N

D O

C U

C O

H S

C H

O O

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6, T

S, R

AARON FELSKE, P.E.

No. 6201045105

1/4" WIDE TOOLED

CONTROL JOINT

1" DEEP MIN.

(CONTRACTOR TO

SUBMIT JOINT LAYOUT

PLAN TO ENGINEER

FOR APPROVAL -

REFERENCE MDOT

DETAIL R-29-J)

CONCRETE SIDEWALK

03003 NOT TO SCALE

NOTES

1. *TRANSVERSE SIDEWALK SLOPES ARE 2% MAXIMUM.

2. IN ORDER TO MEET SITE CONDITIONS, IF THE TRANSVERSE SLOPE IS REQUIRED TO BE

LESS THAN 1.5%, LONGITUDINAL DRAINAGE MUST BE PROVIDED.

3. **SAWN CONTROL JOINTS WILL NOT BE ACCEPTED UNLESS APPROVED BY OWNER

4. USE MINIMUM 6" CONCRETE AND 6" BASE THROUGH DRIVEWAYS

1/2" WIDE EXPANSION JOINT

MATERIAL W/ SEALANT.

PROVIDE EXPANSION JOINT IN

PLACE OF CONTROL JOINTS AT

50'-0" MAX. & WHERE REQ'D AS

ISOLATION JOINT.

V A

S (S

E E

MATCH

SIDEWALK WIDTH

10' MAX.

1/2" EXP. JT. W / SEALANT (TYP.)

MEDIUM BROOM FINISH

PERPENDICULAR TO TRAFFIC

1/4 " WIDE TOOLED**

CONTROL JOINTS

*2% MAX

4" TOOLED

RADIUS EDGE

(TYP.)

VARIES

(SEE PLAN)

TYP.

PLAN VIEW

PROFILE A-A VIEW SECTION B-B VIEW

4" FIBER-REINFORCED 4,000 PSI CONCRETE

FiberForce 750 @ 5lb PER CYD (OR EQUAL)

W/ MEDIUM BROOM FINISH

(UNLESS NOTED OTHERWISE).

A A

B B

4" MDOT CLASS II COMPACTED

GRANULAR MATERIAL BASE 4" MDOT CLASS II COMPACTED

GRANULAR MATERIAL BASE

DIVIDE SIDEWALK INTO SQUARE

UNITS WITH AREAS OF AT LEAST 16

SFT BUT NO MORE THAN 100 SFT.

PLACE JOINTS AS NEAR TO

PERPENDICULAR AS POSSIBLE

WITH SIDEWALK EDGE. MINIMIZE

NARROW OR POINTED PIECES.

STANDARD STATE APPROVED

ACCESSIBLE SIGNAGE INSTALLED

ON A METAL SIGN POST AT THE

PROPER HEIGHT REQUIRED.

PROVIDE ADDITIONAL

SIGNAGE BELOW THE

ACCESSIBLE SIGN AS

REQUIRED PER REGULATIONS.

BOLT SIGNS TO HEAVY

DUTY GALVANIZED STEEL

SIGN POST

HEAVY DUTY

U-CHANNEL

GALVANIZED STEEL

SIGN POST

GROUND GRADE

AT SIDEWALK

CONCRETE SURROUND

AROUND PIPE COLUMN

6" DIAMETER CONCRETE FILLED

STEEL PIPE BOLLARD WITH

PLASTIC COVER (COLOR PER OWNER)

BOLT SIGNS TO GALVANIZED

METAL 1" DIA. PIPE COLUMN

PROVIDE ADDITIONAL SIGNAGE

BELOW THE HANDICAPPED SIGN AS

REQUIRED PER REGULATIONS

STANDARD STATE APPROVED

HANDICAPPED SIGNAGE INSTALLED

ON A METAL COLUMN AT THE

PROPER HEIGHT REQUIRED.

2' -0

1'-6" MIN.

2' -6

5' -0

ACCESSIBLE PARKING

SIGN

08002 NOT TO SCALE HANDICAP PARKING SIGN

08002 NOT TO SCALE

15'-0"

'-0

11'-0" 5'-0" 11-0"

5' -0

4" PARKING SPACE STRIPE,

BLUE COLOR

4" PAINTED STRIPES - H.C. BLUE

COLOR @ 24" O.C. AT 45 DEGREES.

BOLLARD WITH HANDICAP

PARKING SIGN, AS REQUIRED

CONC. SIDEWALK

(BROOM FINISH)

BOLLARD WITH

HANDICAP

PARKING SIGN,

AS REQUIRED

NOTE:

ALL HANDICAPPED RAMP AND ACCESS

AISLES SHALL MEET ALL CODES AND

ADAAG REGULATIONS.

HANDICAP PARKING

08001 NOT TO SCALE

2% MAX.

PAVEMENT

SLOPE IN ALL

DIRECTIONS

STANDARD HANDICAP PARKING

SYMBOL PAINTED ON PAVEMENT,

BLUE COLOR

FLOW

4" MIN. 4" MIN

NOTE:

INLETS SHALL BE

CONSTRUCTED IN

ACCORDANCE WITH ASTM

SPECIFICATION C-478

ALL PIPE SHOULD BE

INSTALLED WITH

FLEXIBLE RUBBER

BOOTS AT STRUCTURES

AND O-RING GASKETS AT

ALL JOINTS

EXTRUDIBLE PRE-FORMED

PLASTIC GASKET MATERIAL

AT ALL JOINTS

E.J.I.W. FRAME #1130 WITH TYPE M1

ADA RATED GRATE, OR E.J.I.W. 1020

FRAME WITH M3 ADA RATED GRATE

PRECAST CONCRETE

ADJUSTING RINGS

(2 MAX, 8" MAX)

PRECAST REINFORCED

CONCRETE

V A

S E

E P

24" DIA. 3"3"

2' S

U M

24" STORM INLET

06011 NOT TO SCALE

SUMP

LEAD

HD CONCRETE SECTION

04002 NOT TO SCALE

6x6-W2.9xW2.9 WWF AT

PAVEMENT MID-DEPTH

NOTES:

EXISTING SUBGRADE - PROOF ROLL AND REPLACE ALL

DEFICIENT/SUSPECT AREAS.

CONCRETE MIX SHALL USE CRUSHED LIMESTONE - NO

GRAVEL OR SLAG.

BROOM FINISH SURFACE AND APPLY CURING

COMPOUND (ASTM C3098 TYPE 2) AT 1 GAL/25 SFT

1.0' MIN.

TOPSOIL

8" - 4,000 PSI FIBER REINFORCED CONCRETE

FiberForce 750 @ 5lb PER CYD (OR EQUAL)

IN SITU SOIL

8" COMPACTED (98%)

MDOT CLASS II GRANULAR MATERIAL

18" COMPACTED (95%) SUBBASE

MDOT CLASS II GRANULAR MATERIAL

File details come from the government source that posted it. Updated Sep 25, 2026.