CLCS Backstops - Bid Package.pdf

2 MB Posted

Attached to
Ball Field Backstop Replacement
Solicitation number
RFP CROS 260000002649 1
Issued by
Sanilac County, Michigan

About this file

Written by GovTribe AI ·

This is a bid package for varsity ballfield backstop renovations prepared by Croswell-Lexington Community Schools, located in Croswell, Michigan. The project involves the renovation of baseball and softball backstops at Croswell-Lexington High School (5461 Peck Road, Croswell, MI 48422). The scope of work includes demolition of existing chainlink fabric, rails, and hardware; installation of new protective netting systems reaching 30 feet in height; installation of new 10.75-inch diameter powder-coated steel net posts with stainless steel tension cabling; installation of new 1-3/4 inch mesh netting; and placement of a new 2-foot-high black vinyl chainlink fence fabric on modified backstop posts. The project also requires restoration of disturbed areas, including topsoil and seed restoration for lawn areas with straw matting and MAR-CO Clay Washington Ball Mix to 4-inch compacted depth for infield areas. The bid package was issued on September 15, 2026, and includes detailed demolition plans, site plans, and construction details prepared by Foresite Design, Inc., the landscape architect.

The contractor is solely responsible for locating existing underground utilities through consultation with local utility companies and signal locators prior to excavation, with all repairs required to be completed within 48 hours at the contractor's expense if utility damage occurs. The contractor must field-verify existing elevations and adjust proposed elevations to allow smooth transitions to existing items. All existing structures including the backstop and masonry wall, dugouts, batting cages, scoreboard, and a 4-foot gate are to remain in place. The bid package does not specify pricing terms, contract duration, funding sources, or award dates within the provided documentation.

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CLCS Backstops - PROJECT MANUAL 260915.pdf PDF

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PROJECT TEAM

OWNER

Croswell-Lexington Community Schools 5407 Peck Road.

Croswell, MI 48422

CROSWELL-LEXINGTON COMMUNITY SCHOOLS

CROSWELL-LEXINGTON HIGH SCHOOL

2026 VARSITY BALLFIELD BACKSTOP RENOVATIONS

BID SET: September 15, 2026

FD

I P

RO

JE

CT

N

O . 2

LOCATION MAPPROJECT ADDRESS

Croswell-Lexington High School 5461 Peck Road Croswell, MI 48422

LANDSCAPE ARCHITECT

Foresite Design, Inc.

26777 Central Park Blvd.

Southfield, MI 48076

DRAWING INDEX

L1.00 BASEBALL AND SOFTBALL BACKSTOP DEMOLITION PLAN

L1.01 BASEBALL AND SOFTBALL BACKSTOP SITE PLAN

LD1.01 BASEBALL AND SOFTBALL BACKSTOP DETAILS

LANDSCAPE

PROJECT SITE

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NO CONSTRUCTION TRAFFIC

EXISTING GRASS & INFIELD

MIX TO REMAIN

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NO CONSTRUCTION TRAFFIC

EXISTING GRASS & INFIELD

MIX TO REMAIN

REMOVE EXISTING CHAINLINK FABRIC,

RAILS AND HARDWARE. FIELD CUT

ALL LINE AND CORNER POSTS TO

±2'-0" HEIGHT.

EXISTING PA SPEAKERS AND WIRE TO

BE REMOVED BY OWNER.

4' GATE TO REMAIN

EXISTING

SCOREBOARD

EXISTING

SCOREBOARD

EXISTING DUGOUTS

TO REMAIN (TYP.)

EXISTING BACKSTOP

& MASONRY WALL

TO REMAIN

EXISTING BATTING

CAGES TO REMAIN

EXISTING DUGOUTS

TO REMAIN (TYP.)

EXCAVATE AND

REMOVE SOIL

FOR NEW

PROTECTIVE

NETTING

NOTES

1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE

EXISTING UNDERGROUND UTILITIES.THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL

UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND

ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE

REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE.

3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS IN KIND. FOR LAWN AREAS:

PROVIDE TOPSOIL AND SEED RESTORATION, WITH STRAW MATTING. FOR INFIELD

AREAS: PROVIDE 'MAR-CO CLAY WASHINGTON BALL MIX', TO A 4" COMPACTED DEPTH.

4. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR

CONCRETE. DUE TO LIMITED SITE TOPOGRAPHY, CONTRACTOR SHALL FIELD VERIFY

EXISTING ELEVATIONS AND ADJUST PROPOSED ELEVATIONS AS NECESSARY TO

ALLOW FOR A SMOOTH TRANSITION TO EXISTING ITEMS.

LEGEND

EXISTING PROPOSED

.2

XX

ST

E

T

W

E

W

T

XX

8 DT

DRAINAGE STRUCTURE

FENCE

SPOT ELEVATION

STORM DRAIN

LIGHT POLE

ELECTRICAL

WATER

TELEPHONE DRAINAGE STRUCTURE

CHAINLINK FENCE - SEE PLANS FOR HT.

SPOT GRADE

6" PERFORATED DRAINTILE

8" PERFORATED DRAINTILE

LIGHT POLE

ELECTRICAL

WATER

TELEPHONE

ST STORM DRAIN

FLAT DRAIN

IRR IRRIGATION

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS GAS

DRAINAGE SWALE

XXX.XX AS-BUILT SPOT ELEVATION

XXX.XX

T/W=XXX.XX TOP OF WALL ELEVATION

TOP OF CURB ELEVATIONT/C=XXX.XX

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATIONME ± XXX.XX

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

SCALE: 1"=30'

0 15 30 60

N O

R T H

RED CLAY INFIELD MIX TOP

DRESSING

TOPSOIL AND SEED

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

COPYRIGHT 2026.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

09/15/26 BID SET

CROSWELL-

LEXINGTON

HIGH SCHOOL

VARSITY BALLFIELD

BACKSTOP RENOVATIONS

CROSWELL-LEXINGTON

COMMUNITY SCHOOLS

5407 PECK ROAD

CROSWELL, MI 48422

26777 CENTRAL PARK BLVD, SOUTHFIELD, MI 48076

WWW.FORESITEDESIGN.COM P:248-547-7757

ATHLETIC FACILITY PLANNING | SITE PLANNING | CONSULTING | LANDSCAPE ARCHITECTURE

DLD MDS

9/15/2026 AS SHOWN

BASEBALL & SOFTBALL

BACKSTOP DEMOLITION

PLAN

L1.00

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NO CONSTRUCTION TRAFFIC

EXISTING GRASS & INFIELD

MIX TO REMAIN

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NO CONSTRUCTION TRAFFIC

EXISTING GRASS & INFIELD

MIX TO REMAIN

20'

SEE DETAIL #2,

SHEET LD1.01

NEW 2'H BLACK VINYL C/L

FENCE FABRIC AND RAILS,

MOUNTED TO MODIFIED

BACKSTOP POSTS

PROPOSED 30'H

PROTECTIVE NETTING

BACKSTOP SYSTEM

PROPOSED 30'H

PROTECTIVE NETTING

SYSTEM DOWN BASELINE

PROPOSED 30'H

PROTECTIVE NETTING

SYSTEM DOWN BASELINE

NOTES

1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES

2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE

EXISTING UNDERGROUND UTILITIES.THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL

UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND

ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE

REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE.

3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS IN KIND. FOR LAWN AREAS:

PROVIDE TOPSOIL AND SEED RESTORATION, WITH STRAW MATTING. FOR INFIELD

AREAS: PROVIDE 'MAR-CO CLAY WASHINGTON BALL MIX', TO A 4" COMPACTED DEPTH.

4. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR

CONCRETE. DUE TO LIMITED SITE TOPOGRAPHY, CONTRACTOR SHALL FIELD VERIFY

EXISTING ELEVATIONS AND ADJUST PROPOSED ELEVATIONS AS NECESSARY TO

ALLOW FOR A SMOOTH TRANSITION TO EXISTING ITEMS.

LEGEND

EXISTING PROPOSED

.2

XX

ST

E

T

W

E

W

T

XX

8 DT

DRAINAGE STRUCTURE

FENCE

SPOT ELEVATION

STORM DRAIN

LIGHT POLE

ELECTRICAL

WATER

TELEPHONE DRAINAGE STRUCTURE

CHAINLINK FENCE - SEE PLANS FOR HT.

SPOT GRADE

6" PERFORATED DRAINTILE

8" PERFORATED DRAINTILE

LIGHT POLE

ELECTRICAL

WATER

TELEPHONE

ST STORM DRAIN

FLAT DRAIN

IRR IRRIGATION

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS GAS

DRAINAGE SWALE

XXX.XX AS-BUILT SPOT ELEVATION

XXX.XX

T/W=XXX.XX TOP OF WALL ELEVATION

TOP OF CURB ELEVATIONT/C=XXX.XX

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATIONME ± XXX.XX

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

SCALE: 1"=30'

0 15 30 60

N O

R T H

RED CLAY INFIELD MIX TOP

DRESSING

TOPSOIL AND SEED

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

COPYRIGHT 2026.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

09/15/26 BID SET

CROSWELL-

LEXINGTON

HIGH SCHOOL

VARSITY BALLFIELD

BACKSTOP RENOVATIONS

CROSWELL-LEXINGTON

COMMUNITY SCHOOLS

5407 PECK ROAD

CROSWELL, MI 48422

26777 CENTRAL PARK BLVD, SOUTHFIELD, MI 48076

WWW.FORESITEDESIGN.COM P:248-547-7757

ATHLETIC FACILITY PLANNING | SITE PLANNING | CONSULTING | LANDSCAPE ARCHITECTURE

DLD MDS

9/15/2026 AS SHOWN

BASEBALL & SOFTBALL

BACKSTOP SITE PLAN

L1.01

TENSION NET BACKSTOP SYSTEM

SOFTBALL SCALE 1"=10'-0"

2'

60'

20' 20'20'

28'

1'-5"

3'-6"

39'

NEW 10.75" DIA. POWDER

COATED NET POSTS

STAINLESS STEEL

TENSION CABLING

PER MFR.

NEW 1-3/4" MESH, 30'h

PROTECTIVE NETTING

NEW 10.75"" DIA.

POWDER COATED

NET POSTS

TENSION CABLE MAX. 2"

ABOVE ROOF LINE.

12" AGGREGATE BASE

EX. DUGOUTTENSION CABLE

SUPPORTED 1'-0"

BELOW TOP OF

EXISTING FENCE

67'

LD1.01

PROTECTIVE NET SECTION

BASEBALL SCALE 1/4"=1'-0"

EXISTING

DUGOUT

EXISTING 6' H

CHAINLINK FENCE

NEW 10.75" DIA.

NET POST

EXISTING

GRASS FIELD

1'

EXISTING 2' H

BLACK VINYL

CHAINLINK FENCE

NEW 10.75" DIA.

NET POST

1'

2'

#42 NYLON

NETTING

X

EXISTING 4" DIA.

FENCE POST AND

FOOTING

2'X8' FOOTING

12" AGGREGATE

BASE

FIELD VERIFY, PLACE NEW

NYLON FENCE AS CLOSE TO

EXISTING FENCE AS ALLOWS.

POST AND FOOTING DETAIL

SCALE: 1/4"=1'-0"

TENSION NET BACKSTOP SYSTEM

BASEBALL SCALE 1/8"=1'-0"

LD1.01

97'

10' TYP.

2'

61'-3"35'-9"

EX. 24' H

BACKSTOP

NEW 10.75" DIA. POWDER

COATED NET POSTS

STAINLESS STEEL TENSION

CABLING PER MFR.

NEW 1-3/4" MESH, 30'h

PROTECTIVE NETTING

NEW 10.75"" DIA.

POWDER COATED

NET POSTS

TENSION CABLE MAX. 2"

ABOVE ROOF LINE.

EX. 6'

CHAINLINK

FENCE

TENSION CABLE

SUPPORTED 1'-0"

BELOW TOP OF

EXISTING FENCE

12" AGGREGATE BASE

PROTECTIVE NET SECTION

SOFTBALL SCALE 1/4"=1'-0"

EXISTING 6' H

CHAINLINK FENCE

NEW 10.75" DIA.

NET POST

EXISTING

GRASS FIELD

1'

NET ATTACHMENT DETAIL

N.T.S.

1/4" COATED

STEEL CABLE

5/16" STAINLESS

STEEL EYEBOLT

PROTECTIVE NETTING

POST POWDER

COATED BLACK

**NOTE: STEEL CABLE

SHALL BE ATTACHED

TO EYEBOLT USING

MANUFACTURER'S

APPROVED NET

SECURING SYSTEM

1-3/4" NYLON NETTING

9 GA., 2" BLACK

VINYL FENCE FABRIC

SHEET NO.

DATE SCALE

DWN. BY CHK BY

DRAWINGS ARE PROPERTY OF FORESITE DESIGN, INC. AND ARE

NOT TO BE USED, REPRODUCED, OR PUBLISHED IN PART OR

WHOLE, WITHOUT EXPRESSED WRITTEN PERMISSION FROM

FORESITE DESIGN, INC.

COPYRIGHT 2026.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

09/15/26 BID SET

CROSWELL-

LEXINGTON

HIGH SCHOOL

VARSITY BALLFIELD

BACKSTOP RENOVATIONS

CROSWELL-LEXINGTON

COMMUNITY SCHOOLS

5407 PECK ROAD

CROSWELL, MI 48422

26777 CENTRAL PARK BLVD, SOUTHFIELD, MI 48076

WWW.FORESITEDESIGN.COM P:248-547-7757

ATHLETIC FACILITY PLANNING | SITE PLANNING | CONSULTING | LANDSCAPE ARCHITECTURE

DLD MDS

9/15/2026 AS SHOWN

BASEBALL & SOFTBALL

BACKSTOP DETAILS

LD1.01

CLHS_Cover Sheet
CLHS_L1.00 Demo Plan
L1.00 Demo
CLHS_L1.01 Site Plan
L1.01 Site Plan
CLHS_LD1.01 BBSB Backstop Details
LD1.01

File details come from the government source that posted it. Updated .