Drawings.pdf

PDF 17 MB Posted Sep 2, 2025

Attached to: SHAWNEE PARKING LOT PHASE #3A
Solicitation number: RFP-BRSP-250000002964-2
Issued by: Berrien County, Michigan

About this file

Written by GovTribe AI · Sep 3, 2025

These documents are a comprehensive set of engineering and architectural design plans for the Shawnee Road Ballfields Parking Lot Improvements project, prepared by Carmi design group for Berrien Springs Public Schools in Berrien Springs, Michigan. The project involves creating a new parking lot and associated site improvements, with detailed civil engineering plans developed by VK Civil. The design set, dated 8-19-2025, includes multiple sheets covering existing conditions, site and utility plans, grading plans, and technical details for elements such as parking lot paving, concrete sidewalks, chain link fencing, and stormwater management structures.

The design documents provide extensive technical specifications for the parking lot, including multi-layered pavement construction with MDOT-specified materials, concrete curb and guttter, sidewalk details, and comprehensive site grading and drainage plans. The project appears to be a phased improvement (specifically Phase 3) for the Shawnee Road Ballfields, with careful attention to site hydrology, including north and south outlet control structures, emergency spillways, and erosion control measures like silt fences and stone check dams. The plans indicate a thoughtful approach to site engineering, managing both the physical infrastructure and environmental considerations of the parking lot development.

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Other files

File	Type	Posted
Project Manual.pdf	PDF	Sep 2, 2025
Invitation to Bid.pdf	PDF	Sep 2, 2025
Addendum #1.pdf	PDF	Sep 2, 2025

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SCOPE OF WORK

SHAWNEE ROAD

SNOW

OAD

C A

R M

I D E

N G

R O

U P

OWNER: PROJECT LOCATION: DRAWING INDEX: AREA MAP:

210 E. MAIN STREET; P.O. BOX 487

NILES, MICHIGAN 49120

P: 269.663.5073 a r c h i t e c t u r e + d e s i g n

C D

G P ro je c ts

S h a w n e e R o a d B a llf ie ld s

P h a s e

D ra w in g s

F a c ili ty R e p o rt s \5

A rc h

R e v it \2

S h a w n e e R o a d

P a rk

P h a s e

.r v t

:1 :0

X -0

8-19-2025

PARKING LOT IMPROVEMENTS

-1

-2

S H

A W

N E

E R

O A

D B

A L L F

L D

S P

A R

G L

O T

R O

V E

M E

N T

CD SET FOR BIDDING

BERRIEN SPRINGS, MICHIGAN

SHAWNEE ROAD BALLFIELDS

SHEET NO. SHEET NAME

-- COVER SHEET

C1.0 EXISTING CONDITIONS / DEMO PLAN

C2.0 OVERALL SITE & UTILITY PLAN

C2.1 PARKING LOT SITE UTILITY PLAN

C2.2 DRIVEWAY SITE UTILITY PLAN

C3.0 OVERALL GRADING PLAN

C3.1 PARKING LOT GRADING

C3.2 DRIVEWAY GRADING

CONSULTING ENGINEERS

CIVIL ENGINEERING

VK CIVIL

4664 CAMPUS DRIVE; SUITE 111

KALAMAZOO, MI 49008

269-697-7120

BERRIEN SPRINGS PUBLIC SCHOOLS

ONE SYLVESTER AVENUE

BERRIEN SPRINGS, MICHIGAN 49103

SHAWNEE ROAD

BERRIEN SPRINGS, MICHIGAN 49103

SNOW RD

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

EXISTING

CONDTIONS

/DEMO PLAN

C1.0

PROJECT

LOCATION

SHEET

LOCATION

0' 30' 60' 90' 120'

SCALE: 1" = 60'

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

OVERALL

SITE & UTILITY

PLAN

C2.0

0' 30' 60' 90' 120'

SCALE: 1" = 60'

2" MDOT 13A TOP COURSE

OVER BOND COAT 2" MDOT 13A BASE COURSE

8" AGGREGATE BASE (MDOT

22A)

12" SAND SUBBASE

(MDOT CL II SAND)

PARKING LOT PAVING DETAIL

HMA VALLEY GUTTER

NOT TO SCALE

CONCRETE CURB & GUTTER

MDOT DETAIL F4

1 3 4 "

1 34"

4" 4"

5 12"

2"R 2"R

6" MIN. SAND SUBBASE

(MDOT CI II SAND)

4" THICK MIN. CONCRETE

NOTES:

1. 1/4" WIDE TOOLED CONTRACTION JOINTS TO 1"

DEPTH AT 5 FOOT INTERVALS.

2. WHERE SIDEWALK IS PLACED ADJACENT TO CURB

AND GUTTER, CONTRACTION JOINTS SHALL LINE

UP WITH CURB AND GUTTER JOINTS.

3. ISOLATION JOINTS WHERE PAVEMENT ABUTS

PROPOSED STRUCTURES OR OTHER PAVEMENTS.

4. EXPANSION JOINTS SHALL BE PLACED NO

FURTHER THAN 40' APART.

5. RUNNING SLOPE OF SIDEWALK TO BE LESS THAN

5% (EXCLUDING RAMPS AND LANDINGS)

CONCRETE SIDEWALK DETAIL

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

PARKING LOT

SITE UTILITY

PLAN

C2.1

0' 15' 30' 45' 60'

SCALE: 1" = 30'

CORNER POST

CAP (TYP.)

TENSION BANDS

TENSION BAR

3-1/2" DIA. TERMINAL

POST (GALVANIZED

8" DIA. 5000 P.S.I. (28

DAYS) CONCRETE PIERS

@ CORNER POSTS (TYP.)

RAIL END

ASSEMBLY

LINE POST

CAP (TYP.) RAIL (GALVANIZED

1-3/4" DIA. TOP

4' - 9 GA.

2" MESH

GALV. CHAIN

LINK FENCE

# 6 GA. TENSION

WIRE

2-1/2" DIA.

INTERMEDIATE POST

3'-4" MIN.

MATERIAL

GRANULAR

GRADE

EXISTING

NOTE:

FENCING TO BE TIED TO TOP

RAILS AND LINE POSTS

WITH # 9 GA. WIRE SPACED

AT 12".

STEEL PIPE)

(GALVANIZED STEEL

PIPE)

BRACE ALL CORNERS &

TERMINAL POSTS WITH 1-3/4"

DIAMETER GALVANIZED

STEEL PIPE & APPROPRIATE

FASTENERS.

@ EACH POST (TYP.)

DAYS) CONCRETE PIER

6" DIA. 5000 P.S.I. (28

CHAIN LINK FENCE DETAIL

NOTES:

A GRAVEL FILTRATION JACKET CONSISTING

OF 3" AND1" WASHED STONE MUST BE

PLACED AROUND THE PERFORATED RISER.

THE RISER MUST BE WRAPPED IN WIRE

MESH WITH 1/2" OPENINGS TO PREVENT

THE STONE FROM BLOCKING THE

PERFORATIONS.

PROP. 4" PVC OUTLET PIPE

680.50

PROP. 24" OUTLET

STUCTURE W/1" DIA.

PERFORATION AROUND

HALF STRUCTURE

(9 TOTAL)

RIM ELEV 684.50

E.J.I.W. 6508 COVER

FOR 24" STRUCTURE OR

APPROVED EQUAL

PROP. 1" TO 3" WASHED

STONE AROUND

STRUCTRE

UNDISTURBED

SOIL

P PROP. 3 3/8"

ORIFICE

ELEV.

680.50

3' S

U M

24" DIA

6" AGGREGATE

WEIR

ELEV.

683.50

NORTH OUTLET CONTROL STRUCTURE DETAIL

3"3"

NORTH EMERGENCY SPILLWAY

FOREBAY SPILLWAY

SNOW

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

DRIVEWAY

SITE UTILITY

PLAN

C2.2

0' 15' 30' 45' 60'

SCALE: 1" = 30'

NOTES:

A GRAVEL FILTRATION JACKET CONSISTING

OF 3" AND1" WASHED STONE MUST BE

PLACED AROUND THE PERFORATED RISER.

THE RISER MUST BE WRAPPED IN WIRE

MESH WITH 1/2" OPENINGS TO PREVENT

THE STONE FROM BLOCKING THE

PERFORATIONS.

PROP. 4" PVC OUTLET PIPE

680.50

PROP. 24" OUTLET

STUCTURE W/1" DIA.

PERFORATION AROUND

HALF STRUCTURE

(9 TOTAL)

RIM ELEV 684.00

E.J.I.W. 6508 COVER

FOR 24" STRUCTURE OR

APPROVED EQUAL

PROP. 1" TO 3" WASHED

STONE AROUND

STRUCTRE

UNDISTURBED

SOIL

P PROP. 1 1/8"

ORIFICE

ELEV.

680.50

3' S

U M

24" DIA

6" AGGREGATE

WEIR

ELEV.

683.00

SOUTH OUTLET CONTROL STRUCTURE DETAIL

3"3"

DIA.

GRATE TO BE SECURED TO STUCTURE (2 PLACES)

WITH 58" STAINLESS STEEL BOLT AND STAINLESS FLAT WASHER

SECURED TO PRECAST ANCHOR INSERT (DAYTON SUPERIOR P- 86

STAR INSERT P45T), OR APPROVED EQUAL

52" DIA. X 1" DEEP GALVANIZED

STEEL BAR GRATE

2.5" X 1.5" DEEP

CONTINUOUS GROOVE

ON INSIDE OF MAN

HOLE (SEAT FOR GRATE).

PRECAST MAN HOLE

GRATE TO BE

SECURED TO

STRUCTURE

PRECAST

MAN HOLE

(NO SUMP)

SECTION A - A

A A

BAR GRATE DETAIL

NOT TO SCALE

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

OVERALL

GRADING

PLAN

C3.0

0' 30' 60' 90' 120'

SCALE: 1" = 60'

(10' O/C)

WOODEN STAKE

EX GROUND

24" HIGH SILT

FLOW

FENCE

INTO SOIL

FENCE FLAP

TOE SILT BURY MIN. 6"

SILT FENCE DETAIL

EXPANSION

RESTRAINT

1" REBAR FOR

SACK REMOVAL

BASIN GRATE

SILT SACK DETAIL

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

PARKING

LOT

GRADING

C3.1

0' 15' 30' 45' 60'

SCALE: 1" = 30'

SNOW

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

SHAWNEE ROAD

BALLFIELDS

BERRIEN SPRINGS, MI

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

PARKING LOT

IMPROVEMENTS

a r c h i t e c t u r e + d e s i g n

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF CMF

2025.009A

08-19-2025CD SET FOR BIDDING

DRIVEWAY

GRADING

C3.2

0' 15' 30' 45' 60'

SCALE: 1" = 30'

CROSS SECTION

CHANNEL PROFILE

SLOPE, S

2:1

Y=D/2

2' MAX.

DEPTH

DITCH, D

12" APRON

(TYP.)

20"

WIDTH OF CHANNEL

NOTES:

1. PLACE NONWOVEN GEOTEXTILE MATERIALS UNDER THE BOTTOM AND SIDES OF THE DAM PRIOR TO PLACEMENT OF

STONE. CONSTRUCT THE CHECK DAM WITH WASHED STONE OR EQUIVALENT RECYCLED CONCRETE, WITHOUT REBAR) WITH SIDE SLOPES OF 2:1 OR FLATTER AND A MINIMUM TOP WIDTH OF 12 INCHES. PLACE THE STONE SO THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL AND CHANNEL BANKS. FORM THE WEIR SO THAT TOP OF THE OUTLET CREST IS APPROXIMATELY 6 INCHES LOWER THAN THE OUTER EDGES. LINE THE UPSTREAM FACE OF THE

DAM WITH 34 TO 1 12 INCH WASHED AGGREGATE.

2. SET THE HEIGHT FOR THE WEIR CREST EQUAL TO ONE-HALF THE DEPTH OF THE CHANNEL. TO AVOID SCOUR THE MAXIMUM HEIGHT OF THE WEIR CREST SHALL NOT EXCEED 2 FEET. CHECK DAMS SHOULD BE INSPECTED BEFORE

AND AFTER HEAVY RAIN EVENTS. CLOGGING STONE SHOULD BE PERIODICALLY CLEANED.

3. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF OF THE HEIGHT OF THE WEIR CREST. MAINTAIN

LINE, GRADE AND CROSS SECTION. CLOGGED STONE SHOULD BE PERIODICALLY CLEANED.

STONE CHECK DAM DETAIL

NOT TO SCALE

SOUTH EMERGENCY SPILLWAY

File details come from the government source that posted it. Updated Sep 3, 2025.