CVS_Dakota Turf & Track BID DRAWINGS.pdf

PDF 5 MB Posted Nov 4, 2026

Attached to: Dakota High School Turf & Track Project ITB 5.2627B
Solicitation number: RFP CVS 270000000231 1
Issued by: Macomb County, Michigan

About this file

Written by GovTribe AI · Nov 5, 2026

This file consists of bid drawings for the Dakota High School 2026 Turf Replacement & Track Resurfacing project in Macomb, Michigan, prepared for Chippewa Valley Schools. The project involves comprehensive athletic field improvements including removal and replacement of synthetic turf on the football/soccer/lacrosse field, resurfacing of an eight-lane outdoor track with all-weather surface, installation of new field markings for football, soccer, boys lacrosse, and girls lacrosse, and installation of a 12-foot protective net system. The bid set was issued on November 4, 2026, with the project located at Dakota High School, 21051 21 Mile Road, Macomb, Michigan 48044. The landscape architect for the project is Foresite Design, Inc., located in Southfield, Michigan. The drawings include demolition plans, site plans, dimension plans, grading and utility plans, and detailed specifications for turf graphics, field markings, football details, soccer details, boys lacrosse details, and girls lacrosse details.

The project scope requires contractors to handle demolition and removal of existing synthetic turf and all-weather track surface, installation of new aggregate base materials, installation of synthetic turf with appropriate infill, installation of new all-weather track surface with structural spray, installation of field markings in specified colors and configurations for multiple sports, installation of premanufactured aluminum utility boxes, crack repair and surface patching on existing asphalt, protective pavement and track covering during construction, and site restoration including topsoil and seeding of disturbed areas. Contractors are required to verify field conditions, protect existing utilities and infrastructure, locate underground utilities in coordination with local utility companies, and complete all utility repairs within 48 hours. The project includes allowances for wood nailer replacement (200 linear feet), track crack repair (300 linear feet), and delaminated surface patching (300 square feet).

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PROJECT TEAM

OWNER

Chippewa Valley Schools 19120 Cass Avenue Clinton Township, MI 48038

CHIPPEWA VALLEY SCHOOLS

S-

T U

DAKOTA HIGH SCHOOL

2026 TURF REPLACEMENT & TRACK RESURFACING

BID SET: November 4, 2026

I P

O . 2

LOCATION MAPPROJECT ADDRESS

Dakota High School 21051 21 Mile Road Macomb, MI 48044

LANDSCAPE ARCHITECT

Foresite Design, Inc.

26777 Central Park Blvd., Suite 125 Southfield, MI 48076

DRAWING INDEX

L1.00 DEMOLITION PLAN

L1.01 SITE PLAN

L1.02 DIMENSION PLAN

L1.03 GRADING AND UTILITY PLAN

LD1.01 SITE DETAILS

LD1.02 FIELD GRAPHICS TURF REFERENCE DETAILS

LD1.03 FIELD GRAPHICS DETAILS

LD1.04 FOOTBALL DETAILS

LD1.05 SOCCER DETAILS

LD1.06 BOYS LACROSSE DETAILS

LD1.07 GIRLS LACROSSE DETAILS

LANDSCAPE

PROJECT SITE

AutoCAD SHX Text

NORTH

EXISTING GOAL POST TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION (TYP).

EXISTING GOAL POST TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION (TYP).

EXISTING CONCRETE TURF ANCHOR &

NAILER TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EXISTING CONCRETE TURF ANCHOR &

NAILER TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EXISTING TRENCH DRAIN TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION (TYP).

LEGEND

EXISTING PROPOSED

DRAINAGE STRUCTURE

FENCE

SPOT ELEDATION

STORM DRAIN

LIGHT POLE

ELECTRICAL

EATER

TELEPHONE

DRAINAGE STRUCTURE

CHAINLIN9 FENCE � SEE PLANS FOR HT.

SPOT GRADE

$� PERFORATED DRAINTILE

&� PERFORATED DRAINTILE

LIGHT POLE

ELECTRICAL

EATER

TELEPHONE

NEE STRUCTURAL SPRAY ODER EXISTING

ALL EEATHER SURFACING

NEE ALL�EEATHER SURFACE

AND STRUCTURAL SPRAY ODER EXISTING

ASPHALT

STORM DRAIN

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SEALE

XXX.XX AS�BUILT SPOT ELEDATION

XXX.XX

T�E+XXX.XX TOP OF EALL ELEDATION

TOP OF CURB ELEDATIONT�C+XXX.XX

TOP OF TRENCH ELEDATIONT�T+XXX.XX

MATCH EXISTING ELEDATIONME � XXX.XX

ORNAMENTAL FENCE � SEE PLANS FOR HT.

"� PERFORATED DRAINTILE

SYNTHETIC TURF

!�� $��SCALE( �� + !��

SCALE( �� + !��

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

. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MA9E EDERY EFFORT TO LOCATE

EXISTING UNDERGROUND UTILITIES. THIS SHALL INCLUDE CONSULTING EITH ALL

LOCAL UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCADATION.

ANY AND ALL REPAIRS SHALL BE COMPLETED EITHIN "& HRS. OR THE OENER SHALL

HADE THE REPAIR EOR9 COMPLETED AT THE CONTRACTORS EXPENSE.

!. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHEREISE DEDELOPED. ALL

EOR9 I.E. DEMOLITION AND REMODALS� DRAINAGE EOR9� STONE AND ASPHALT�

FENCING� TRAC9 SURFACE� ETC. SHALL BE COMPLETED BY DATE AS NOTED IN

CONTRACT DOCUMENTS. ALL LAEN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

". ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAEN� ASPHALT�

INFILL LEDEL OF SYNTHETIC TURF� OR CONCRETE.

NOTES

DEMOLITION LEGEND(

REMODE EXISTING SYNTHETIC TURF AND INFILL. TA9E CARE TO PRESERDE INTEGRITY OF EXISTING AGGREGATE

BASE. EXCADATE �� OF EXISTING AGGREGATE MATERIAL AND INSTALL � �� INCH OF AGGREGATE FINES. FINE

GRADE TO MEET PROPOSED SLOPES AND GRADES.

REMODE EXISTING UTILITY ACCESS BOXES AND REPLACE EITH PRE�MANUFACTURED UNITS. NEE UTILITY

BOXES TO ABUT EXISTING CURB. PRESERDE EXISTING ELECTRICAL EIRING AND CONDUITS.

CONTRACTOR SHALL EDALUATE THE CONDITION OF EXISTING EOOD NAILER EITH LANDSCAPE ARCHITECT.

CONTRACTOR EILL BE RE?UIRED TO REPLACE DETERIORATED EOOD AS DIRECTED BY LANDSCAPE

ARCHITECT. PRODIDE AN ALLOEANCE OF ��LF OF EOOD NAILER REPLACEMENT EITH BID.

REPAINT ALL TRAC9 LINES AND MAR9INGS. NEE LINES AND MAR9INGS SHALL ALIGN EITH EXISTING LINES

AND MAR9INGS. CONTRACTOR SHALL BLOC9 OUT EXISTING NUMBERS AND MAR9INGS AS RE?UIRED.

# FIELD DERIFY EXISTING RADIUS POINT MONUMENTS.

REMODE EXISTING ALL�EEATHER SURFACE. CONTRACTOR SHALL PRESERDE EXISTING

ASPHALT. LIMITS OF REMODAL SHALL EXTEND FROM THE CURB TO THE LANE � PAINT LINE.

FURNISH AND INSTALL PROTECTION ODER EXISTING PADEMENT AND TRAC9. PADEMENT

PROTECTION SHALL REMAIN ON SITE UNTIL EOR9 BY ALL TRADES IS COMPLETE. REFER TO

DETAIL �&� SHEET LD�.��.

ROUTE AND FILL EXISTING CRAC9S ON TRAC9 AND RUNEAYS EITH MANUFACTURER RECOMMENDED

URETHANE CRAC9 FILLER. CONTRACTOR SHALL PRODIDE AN ALLOEANCE OF #�LF FOR CRAC9 REPAIR.

CUT OUT AND PATCH DELAMINATED SURFACE IN TRAC9. CONTRACTOR TO PRODIDE AN

ALLOEANCE FOR �#� SF

�. PROTECT EXISTING LANDSCAPING AND TREES TO REMAIN DURING CONSTRUCTION.

. ALL DEPRESSIONS RESULTING FROM DEMOLITION ACTIDITIES SHALL BE BAC9FILLED

EITH CLASS II FILL MATERIAL� PLACED IN &�INCH LIFTS AND COMPACTED TO A

MINIMUM OF '#� OF THE MAXIMUM DRY DENSITY� UP TO THE PROPOSED SUBGRADE

ELEDATION.

!. ALL DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR

EXCEPT AS NOTED. ALL DEBRIS� REFUSE� ETC.� SHALL BE REMODED FROM THE SITE

AND DISPOSED OF LEGALLY.

DEMOLITION NOTES(

�. IT IS THE CONTRACTORS RESPONSIBILITY TO DERIFY IN THE FIELD� THE EXACT

HORIHONTAL AND DERTICAL LOCATION OF ALL UTILITIES SHOEN� REFERENCED OR

MAR9ED IN THE FIELD. CONTRACTOR TO REPORT ANY CONFLICTS IN THE FIELD TO THE

CONSTRUCTION MANAGER. CONTRACTOR�S METHODS FOR UTILITY LOCATING SHALL

AT A MINIMUM INCLUDE UTILIHING A UTILITY LOCATING COMPANY� HYDRO

EXCADATION� SOFT DIG OR POT HOLING.

EXISTING � RECORD UTILITIES NOTE DEMOLITION PLAN

L�.��

SHEET NO.

DATE SCALE

DEN. BY CH9 BY

DRAEINGS ARE PROPERTY OF FORESITE DESIGN� INC. AND ARE

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

EHOLE� EITHOUT EXPRESSED ERITTEN PERMISSION FROM

FORESITE DESIGN� INC.

SHEET TITLE

OENER

PRO8ECT

ISSUED

REDISIONS

��"� $ BID SET

DA9OTA HIGH

SCHOOL

TURF REPLACEMENT &

TRAC9 RESURFACING

CHIPPEEA DALLEY

SCHOOLS

�'� � CASS ADENUE

CLINTON TOENSHIP� MI "&�!&

8H MDS

AutoCAD SHX Text

START

AutoCAD SHX Text 100M

AutoCAD SHX Text

START

AutoCAD SHX Text 110M

AutoCAD SHX Text

COMMON

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text

FINISH

AutoCAD SHX Text 100M

AutoCAD SHX Text

START

AutoCAD SHX Text

EXISTING CONCESSIONS BUILDING

AutoCAD SHX Text

EXISTING STORAGE BUILDING

AutoCAD SHX Text

EX. CB R=96.71

AutoCAD SHX Text

EX. CB R=96.71

AutoCAD SHX Text

CB R=96.59

AutoCAD SHX Text

CB R=96.59

8 DT

LEGEND

EXISTING PROPOSED

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

NEW STRUCTURAL SPRAY OVER EXISTING

ALL WEATHER SURFACING

NEW ALL-WEATHER SURFACE

AND STRUCTURAL SPRAY OVER EXISTING

ASPHALT

STORM DRAIN

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

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

SYNTHETIC TURF

EXISTING GOAL

POST TO REMAIN

EXISTING GOAL

POST TO REMAIN

NEW SYNTHETIC TURF FIELD & INFILL W/:

· FOOTBALL MARKINGS

· SOCCER MARKINGS

· GIRL'S LACROSSE MARKINGS

· BOY'S LACROSSE MARKINGS

CENTERLINE OF FIELD

EXISTING CONCRETE

CURB TO REMAIN �TYP.�

CENTERLINE OF FIELD

NEW 8-LANE STRUCTURAL SPRAY

AND TRACK MARKINGS OVER

EXISTING BASE MAT & ASHPALT

EXISTING CONCRETE

CURB TO REMAIN �TYP.�

EXISTING RADIUS

POINT - FIELD VERIFY

EXISTING RADIUS

POINT - FIELD VERIFY

NEW 8-LANE STRUCTURAL SPRAY

AND TRACK MARKINGS OVER

EXISTING BASE MAT & ASPHALT

NEW STRUCTURAL SPRAY

OVER EXISTING BASE MAT

& CONCRETE

NEW ALL WEATHER

SURFACE OVER EXISTING

ASHPALT - REFER TO

DETAIL #4, SHEET LD1.01

NEW ALL WEATHER

SURFACE OVER

EXISTING ASHPALT

- REFER TO DETAIL

#4, SHEET LD1.01

NEW 12h PROTECTIVE

NET SYSTEM

SLEEVES & NET

30' 60'SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

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. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL

WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT,

FENCING, TRACK SURFACE, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN

CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

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

INFILL LEVEL OF SYNTHETIC TURF, OR CONCRETE.

NOTES

SITE PLAN

X"=X'-X"

L1.01

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

AutoCAD SHX Text

8 DT

AutoCAD SHX Text

EXISTING CONCESSIONS BUILDING

AutoCAD SHX Text

EXISTING STORAGE BUILDING

AutoCAD SHX Text

START

AutoCAD SHX Text 100M

AutoCAD SHX Text

START

AutoCAD SHX Text 110M

AutoCAD SHX Text

COMMON

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text

FINISH

AutoCAD SHX Text 100M

AutoCAD SHX Text

START

AutoCAD SHX Text

25' 80' 80' 25' 6'-5"

200'-3"

LD1.01

6'-5"

165'

157'-1"

29'-6"

T A

N C

E T W

E E N

A D

P O

M E A S U R E L

E (V

' - IN

E E

D G

E O

F A

S P H . (V

U T S

E D

G E

S P H V

LD1.01

6.9

LD1.01

6,9

LD1.01

REFER TO SHEET LD1.02 FOR TURF GRAPHIC REFERENCE DETAILS

REFER TO SHEET LD1.03 FOR FIELD GRAPHIC DETAILS

REFER TO SHEET LD1.04 FOR FOOTBALL DETAILS

REFER TO SHEET LD1.05 FOR SOCCER DETAILS

REFER TO SHEET LD1.06 FOR BOYS LACROSSE DETAILS

REFER TO SHEET LD1.07 FOR GIRLS LACROSSE DETAILS

55'-6"55'-6"

LD1.01

160' - NETTING

30' 60'SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

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. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL

WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT,

FENCING, TRACK SURFACE, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN

CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

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

INFILL LEVEL OF SYNTHETIC TURF, OR CONCRETE.

NOTES

DIMENSION PLAN

1""=30'-0"

L1.02

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

AutoCAD SHX Text

EXISTING CONCESSIONS BUILDING

EXISTING STORAGE BUILDING

100.00

100.00100.56

100.56

100.00

100.00 100.00

100.00

-0.50% -0.50%

100.32

DUE TO LIMITED SITE TOPOGRAPHY,

ELEVATIONS, AND CONTOURS -

CONTRACTOR(S) SHALL ASSUME

TURF ANCHOR IS ELEVATION 100.00.

ADJUST FIELD GRADES AS

NECESSARY TO MEET ±0.5% SLOPE

& MAINTAIN POSITIVE DRAINAGE.

NEW 18"x30"

PREMANUFACTURED

ALUMINUM TURF BOX - SEE

DETAIL #3, SHEET LD1.01

NEW 18"x30"

PREMANUFACTURED

ALUMINUM TURF BOX - SEE

DETAIL #3, SHEET LD1.01

NEW 18"x30"

PREMANUFACTURED

ALUMINUM TURF

BOX - SEE DETAIL

#3, SHEET LD1.01

30' 60'SCALE: 1" = 30'-0"

00 30' 60'

SCALE: 1" = 30'-0"

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. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL

WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT,

FENCING, TRACK SURFACE, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN

CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

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

INFILL LEVEL OF SYNTHETIC TURF, OR CONCRETE.

NOTES

GRADING AND UTILITY PLAN

X"=X'-X"

L1.03

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

AutoCAD SHX Text

EXISTING CONCESSIONS BUILDING

EXISTING STORAGE BUILDING

2'-6"

SYNTHETIC TURF

UTILITY BOX DETAIL

SCALE 3/4"=1'-0"

COMPACTED

SUBGRADE

EX. CONDUITS

TO REMAIN

EX. STONE BASE

ATTACH TURF TO

LEDGE OF BOX

PRE-MANUFACTURED

COMMUNICATION BOX

LEVELING BOLTS

AND BRICK (TYP.)

CONCRETE

BACKING

ATTACHMENT LEDGE

FLUSH WITH NEW PAD

COMPACTED 2NS

SAND OR STONE

TURF EDGE SECTION

N.T.S.

EXISTING

CONCRETE

TURF ANCHOR

NEWSYNTHETIC TURF

NEW AGGREGATE

FINES (1" MAX. DEPTH)

NEW TURF NAILED DOWN

TO EXISTING WOOD

NAILER. PROVIDE

ALLOWANCE TO

REMOVE/REPLACE 1=200

LF OF EXISTING 2"X4"

WOLM. TURF ANCHOR

TRACK SECTION

SCALE 3"=1'-0"

UNDISTURBED

SUBGRADE

EXISTING

AGGREGATE

STONE BASE

EXISTING ASPHALT

WEARING COURSE

NEW 1/2" BASE MAT &

STRUCTURAL SPRAY

ALL-WEATHER SURFACE

EXISTING ASPHALT

LEVELING COURSE

UNDISTURBED

SUBGRADE

EX. RADIUS POINT

MONUMENT

EX. GEOTEXTILE

FILTER FABRIC

EX. STONE BASE

SYNTHETIC

TURF

10"X1/2" SPIKE

RADIUS POINT MARKER

N.T.S.

±1" FINISHING

STONE

EX.

AGGREGATE

STONE BASE

EXISTING

CONCRETE

TURF ANCHOR

TOP OF INFILL TO

BE FLUSH WITH

EX. CONCRETE

CURB

NEW SYNTHETIC TURF

UNDISTURBED

SUBGRADE

EX. ASPHALT TRACK

EX. STONE BASE

CONCRETE TURF ANCHOR

SCALE 1"=1'-0"

LD1.01

C FDI

SOLOCO "DURA-BASE"

COMPOSITE MAT SYSTEM

OR 1" STEEL PLATE(S)

2"x10"

TRACK SURFACE PROTECTION

N.T.S.

EXISTING

TRACK

SURFACE

EXISTING

PAVEMENT/TRACK

EXISTING

STONE BASE

UNDISTURBED SUBGRADE

GEOTEXTILE FABRIC

3/4" PLYWOOD

2" STYROFOAM

TRACK SECTION

SCALE 3"=1'-0"

UNDISTURBED

SUBGRADE

EXISTING

AGGREGATE

STONE BASE

EXISTING ASPHALT

WEARING COURSE

NEW STRUCTURAL

SPRAY ALL-WEATHER

SURFACE OVER EXISTING

BASEMAT

EXISTING ASPHALT

LEVELING COURSE

TRACK DIMENSION

SCALE 1/4"=1'-0"

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

NOTE:

300.6455' DISTANCE

BETWEEN RADIUS POINTS

112.4967'

111.9967'

113.1667'

RADIUS TO EDGE OF

ALL-WEATHER SURFACE

RADIUS TO 2"

PAINT LINE

RADIUS TO

MEASURE LINE

42"

(TYP.)

42"

(TYP.)

29'-6" ALL-WEATHER SURFACE6"

EX. C/L FENCE

EXISTING

CONCRETE

TURF ANCHOR

NOTE:

CONTRACTOR TO CONFIRM ALL

DIMENSIONS ONCE EX. RADIUS

POINT IS FIELD VERIFIED

EX. ASPHALT

EX. CONCRETE

111.9967' - EDGE OF ALL-WEATHER SURFACE

112.4967 INSIDE PAINT LINE OF LANE 1

113.1667' MEASURELINE

TRACK DIMENSION

SCALE 1/2"=1'-0"

EX. AGGREGATE

BASE

EX. ASPHALT

NEW ALL-WEATHER

TRACK SURFACE

EX. COLLECTOR LINE

EX. CONCRETE

TURF ANCHOR

NOTE:

300.6455' DISTANCE BETWEEN RADIUS POINTS

EXISTING

RADIUS

MARKER

NEW TURF

OVER EX.

AGGREGATE

EXISTING

SUBGRADE

EXISTING

STONE BASE

EXISTING

ASPHALT

HOT RUBBER

CRACK FILLER

EXISTING

ALL-WEATHER

TRACK SURFACE

CRACK REPAIR DETAIL

N.T.S.

NEW STRUCTURAL

SPRAY OVER

EXISTING SURFACE

TRACK SURFACE SECTION

SCALE 1"=1'-0"

3'-10"

EXISTING

CONCRETE CURB

LANE 1 PAINT LINE

LANE 2 PAINT LINE

CUT AND REMOVE EXISTING

TRACK SURFACE FULL DEPTH

FROM CURB TO LANE 2 PAINT

LINE. INSTALL NEW FULL 13MM

BASE MAT & STRUCTURAL SPRAY

TROWEL EDGES OF NEW

SURFACE TO PROVIDE A

SMOOTH TRANSITION TO

EXISTING RUBBER SURFACE

FINISH

GRADE

20' O.C. MAX. 20' O.C. MAX.

4" O.D. POST,

POWDER

COATED BLACK

CONCRETE FOOTING PER

MANUFACTRER'S

RECOMMENDATION

PROTECTIVE NETTING ELEVATION

SCALE 1/4"=1'-0"

SITE DETAILS

AS SHOWN

LD1.01

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

PROPOSED ATHLETIC

IMPROVEMENTS REFERENCE GRAPHICS

N.T.S.

NOTES:

1. THE ENCLOSED RENDERINGS ARE FOR REFERENCE PURPOSES ONLY.

2. COLORS AND LAYOUTS SHOWN REPRESENT GRAPHICAL INTENT ONLY

AND COLORS SHOWN SHALL NOT BE REGARDED AS ACTUAL COLORS

OF INSTALLED PRODUCTS.

3. MANUFACTURERS SHALL INCORPORATE STANDARD MANUFACTURER

COLORS WITHIN PRODUCTION.

4. DUE TO VARIATIONS IN MONITOR AND PRINTER SETTINGS WHEN

VIEWING THESE REFERENCE SHEETS, THERE IS NO GUARANTEE THAT

COLORS SHOWN WILL MATCH COLOR OF INSTALLED PRODUCT.

N FIELD GRAPHICS

TURF REFERENCE DETAILS

AS SHOWN

LD1.02

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

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86 ;DA

15'

360'

30'

FOOTBALL LAYOUT PLAN

SCALE 1"=30'-0"

PROVIDE AND INSTALL INLAID

FIELD NUMBERS AND

DIRECTIONAL ARROWS

SEE DETAIL #4,

THIS SHEET

6' WHITE TUFTED

RESTRAINING AREA

TUFTED NAVY BLUE

TEAM BOX (TYP.)

SEE DETAIL #6,

THIS SHEET

4" WHITE

TUFTED

GOAL LINE

SEE DETAIL #2,

THIS SHEET

INLAID 3-YARD LINE

SEE DETAIL #3,

THIS SHEET

SEE DETAIL #5,

THIS SHEET

6' WHITE TUFTED

SIDELINE

6' TUFTED WHITE

9' - 6" TUFTED NAVY BLUE TEAMBOX

6' WHITE SIDELINE (TYP.)

9' - 6" TUFTED GRAY TEAMBOX

TUFTED GRAY

TEAM BOX (TYP.)

SEE DETAIL #4,

LD1.03

SEE DETAIL #6,

LD1.03

YARDLINE NUMBER DETAIL

STADIUM FIELD 3/8"=1'-0"

4'4'

1'-6"

6' WHITE SIDELINE

C FDI

WHITE

TUFTED

YARD LINE

T T O

U M

B E R

WHITE

TUFTED

YARD LINE

WHITE

4" NAVY

BLUE OUTLINE

4" NAVY

BLUE OUTLINE

KICKOFF

MARKER DETAIL

SCALE 1/2"=1'-0"

C FDI

WHITE TUFTED

40 YD. LINE

(TYP)

CENTERLINE

OF FIELD

INLAID WHITE

INLAID YELLOW

SOCCER LINE

COACHES AND

TEAM BOX DETAIL

STADIUM FIELD SCALE 1/4"=1'-0"

C FDI

4" INLAID YELLOW

SOCCER TOUCHLINE

4" INLAID BLACK BOY'S

LACROSSE LINE

9'-2" NAVY BLUE

COACHES BOX

4" INLAID WHITE TEAM

BOX EXTENSION TO 4"

YELLOW SOCCER

TOUCHLINE

9'-2" GRAY

TEAM BOX

4" INLAID WHITE

TEAM BOX OUTLINE

6' WHITE SIDELINE

WHITE TUFTED 25

YARDLINE

L D

P L A

INLAID YARD LINE

EVERY 3'

FIELD GREEN

10"10"

INBOUND LINE DETAIL

SCALE 3/8"=1'-0"

E L

B O

U N

INLAID YARD LINE

EVERY 3' (BASE BID)

C FDI

INBOUND LINES TYPICAL

ON EVERY 5 YD LINE

EXCEPT GOAL LINES

INLAID

WHITE TUFTED

YARD LINE (TYP)

6' WHITE SIDELINE

SIDELINE DETAIL

SCALE 1/2"=1'-0"

WHITE TUFTED

YARDLINE

EVERY 15' (TYP)

P L A

C FDI

INLAID YARD LINE

EVERY 3'

(BASE BID)

INLAID

YARDLINE

EVERY 3'

6' WHITE SIDELINE

6' WHITE TUFTED

RESTRICTED AREA

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH.

2. ALL YARDLINES SHALL BE 4 INCH, WHITE TUFTED TURF, REFER TO DETAIL 5.

3. A 6 FOOT WHITE, TUFTED SIDELINE WILL SURROUND THE ENTIRE PLAYING FIELD.

4. 24 INCH SHORT YARDLINE MARKS, 4 INCHES FROM THE SIDELINES SHALL BE 4 INCHES WIDE, WHITE, TUFTED LINES. REFER TO

DETAIL 6.

5. THE RESTRICTED AREA SHALL CONSIST OF A 6' (72 INCH) WHITE TUFTED SIDELINE PANEL SURROUNDING THE ENTIRE FIELD.

THE TEAM & COACHES BOX BETWEEN THE 25 YARDLINES, SHALL BE PER NFSHSA RULES AND SHALL BE A 9'-2" (110") WIDE

TUFTED BLUE PANEL AND A 9'-2" (110") WIDE GRAY PANEL. REFER TO PLAN AND DETAIL #4.

FOOTBALL NOTES(

6. THE TWO INBOUNDS LINES ARE 53 FEET 4 INCHES FROM THE SIDELINES. INBOUNDS LINES AND SHORT YARDLINE

EXTENSIONS SHALL BE 24 INCHES LONG AND 4 INCHES WIDE, INLAID - INBOUND ONLY. REFER TO DETAIL 5.

7. THE EXTRA POINT LINES ARE 2 FEET LONG, 4 INCHES WIDE, WHITE TUFTED LINES AT THE CENTERLINE OF THE FIELD AND THE

3 YARDLINE ON EACH END OF THE FIELD. REFER TO PLAN FOR LOCATION.

8. INLAID WHITE "BLOCK" YARDLINE NUMBERS AND DIRECTIONAL ARROWS WITH A 4" BLUE OUTLINE, MEASURING 6 FEET IN

HEIGHT AND 4 FEET IN WIDTH TO THE OUTSIDE OF THE WHITE SHALL BE 21 FEET FROM THE SIDELINE TO THE BOTTOM OF THE

NUMBER. REFER TO DETAIL 2.

9. AN "X" WILL MARK THE SPOT OF THE KICKOFF AT THE 40 YARDLINE ON EACH END OF THE FIELD AND SHALL BE DIMENSIONED

AS PER DETAIL 3. THE 40 YARDLINE IS WHITE TUFTED TURF AND THE EXTENSIONS TO FORM THE X ARE INLAID WHITE.

10. CENTERFIELD LOGO BE DOMINANT THROUGH 45 & 50 YARDLINES. SHEET LD1.03 FOR ADDITIONAL DETAILS.

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

FOOTBALL DETAILS

AS SHOWN

LD1.04

SOCCER LAYOUT PLAN

SCALE 1"=20'-0"

P E N

A L

R E A

CORNER

KICK ARC

360' OUTSIDE EDGE OF SOCCER END LINE

U T S

T O

U C

H L

E S

TUFTED 50

YARDLINE

SEE DETAIL #3,

THIS SHEET

SEE DETAIL #4,

THIS SHEET

G O

A L

R E A

SEE DETAIL #2,

THIS SHEET

GOAL AREA DETAIL

SCALE 1"=20'-0"

18'

36'

' R A

C FDI

54'

(OUTSIDE TO OUTSIDE)

TUFTED

CENTERLINE

OF FIELD

GOAL

AREA

INLAID

PENALTY

MARK

4" LINE, TYP.

INLAID

4" LINE, TYP.

INLAID

PENALTY AREA

U T S

4" GAP IN TOUCHLINE

FOR PLACEMENT OF

SOCCER GOALS (TYP.)

CENTER CIRCLE DETAIL

SCALE 1/8"=1'-0"

INLAID YELLOW,

9" DIA.

INLAID

YELLOW

C FDI

CORNER KICK DETAIL

STADIUM FIELD SCALE 1/4"=1'-0"

' R

A D

4" INLAID

LINE

CORNER ARC

RADIUS POINT

4" INLAID

LINE

4" INLAID

LINE

359'-8"

360'-0"

6' TUFTED

SIDELINE

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ALL LINE WORK SHALL BE

LAID OUT WITH A TOLERANCE OF 1/4 INCH.

2. ALL SOCCER LINES ARE 4 INCH YELLOW INLAID TURF AS DIMENSIONED ON

THE SOCCER LAYOUT PLAN.

3. THE SOCCER GOAL AREA IS 18' X 60', REFER TO PLAN FOR LOCATION. THE

SOCCER PENALTY AREA IS 54' X 132', REFER TO PLAN FOR LOCATION.

4. THE PENALTY MARK IS AN INLAID YELLOW LINE, 24" IN LENGTH, 4" WIDE, 36'

FROM GOAL LINE AND CENTERED ON THE GOAL. THE RESTRAINING LINE

FOR PENALTY KICKS IS AN ARC 30' FROM THIS MARK OUTSIDE OF THE

PENALTY AREA. REFER TO THE PLAN FOR LOCATION.

5. THE HALFWAY LINE FOR THE SOCCER FIELD IS A 4" YELLOW LINE WITH A

CIRCLE 30' IN RADIUS IN THE CENTER OF THE FIELD, REFER TO THE PLAN

FOR LOCATION. THE 50 YARDLINE OF THE FOOTBALL FIELD SHALL BE

WHITE AND DOMINANT AS SHOWN ON THE FOOTBALL LAYOUT PLAN AND

THE SOCCER LINE WILL EXTEND BEYOND THE FOOTBALL SIDELINES.

6. THE CORNERS OF THE SOCCER FIELD SHALL HAVE A 3' ARC RADIUS IN

YELLOW DESIGNATING THE CORNER KICK AREA. REFER TO DETAIL #4, THIS

SHEET.

7. THE CENTER KICK-OFF CIRCLE IS A 9" DIAMETER CIRCLE, INLAID YELLOW.

REFER TO DETAIL #3, THIS SHEET.

SOCCER LAYOUT NOTES

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

SOCCER DETAILS

LD1.05

BOYS LACROSSE LAYOUT PLAN

SCALE 1"=20'-0"

330' OUTSIDE TO OUTSIDE

45'

60'

120'

45'

60'

120'

60'

WING LINE

WING AREA

SEE DETAIL #4,

THIS SHEET

SEE DETAIL #2,

THIS SHEET

SEE DETAIL #3,

THIS SHEET

E N

25 YARD LINE

9'-2" NAVY BLUE

COACHES BOX

4" INLAID BLACK

BOYS LACROSSE

LINE

4" INLAID

YELLOW

SOCCER LINE

SIDELINE DETAIL

NTS

FIELD GREEN

6' INLAID

WHITE

SIDELINE

30 YARD

LINE/RESTRAINING LINE

4" INLAID GRAY GIRLS

LACROSSE LINE

4" INLAID

WHITE TEAM

BOX OUTLINE

9'-2" GRAY

TEAM BOX

4" INLAID NAVY

BLUE GIRLS

LACROSSE LINE

4" INLAID BLACK BOYS

LACROSSE LINE

MEN'S LACROSSE GOAL AREA

SCALE 3/16"=1'-0"

2" INLAID BLACK

MEN'S LACROSSE

CIRCLE

2"6

CENTER OF

GOAL LINE

INLAID BLACK

GOAL LINE

2" INLAID

BLACK

GOAL LINE

4" INLAID GREY WOMEN'S

LACROSSE LINE

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.

2. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH.

3. ALL LACROSSE LINES ARE TO BE 4 INCHES WIDE INCLUDING THE GOAL LINE.

4. THE MEN'S LACROSSE GOAL AREA IS A 9 FOOT RADIUS CIRCLE WITH A 6 FOOT GOAL LINE IN

THE CENTER. REFER TO DETAIL 2.

5. THE BOY'S LINES SHALL BE INLAID BLACK IN COLOR AND DOMINANT OVER GIRL'S LACROSSE

MARKINGS.

BOYS LACROSSE LAYOUT NOTES:

TUFTED 50

YARDLINE

4" INLAID WING LINE

LACROSSE CENTER

FACEOFF SQUARE

SCALE 1"=1'-0"

INLAID CENTER

LACROSSE FACEOFF

"X"

INLAID 9" DIA.

SOCCER CIRCLE

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

BOYS LACROSSE

DETAILS

LD1.06

360' END LINE TO END LINE

SEE DETAIL #2,

THIS SHEET

60' 60'

SIDELINE

RESTRAINING LINE

GIRLS LACROSSE LAYOUT PLAN

SCALE 1"=20'-0"

CENTER

CIRCLE

90' 30'90'30'

SIDELINE

GIRLS LACROSSE GOAL AREA

SCALE 1"=10'-0"

13'-2"

CENTER OF

GOAL LINE

INLAID GRAY

(TYP.)

INLAID

WHITE

INLAID GRAY

1' HASH MARKS TO

BE CENTERED ON

8 METER ARC

GRAY

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.

2. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH.

3. ALL LACROSSE LINES ARE TO BE 4 INCHES WIDE INCLUDING THE GOAL LINE.

4. THE GIRLS LACROSSE GOAL AREA IS AN 8'-6" RADIUS CIRCLE WITH A 6 FOOT GOAL

LINE IN THE CENTER. THE 8 METER ARC HAS A RADIUS OF 34'-10" FROM THE CENTER

OF THE GOAL LINE WITH 1 FOOT HASH MARKS 13'-2" APART AND EQUIDISTANT FROM

EACH OTHER. THE 12 METER FAN IS A 47'-9" RADIUS CIRCLE FROM THE CENTER OF

THE GOAL LINE. REFER TO DETAIL #3, THIS SHEET.

5. THE GIRLS LINES SHALL BE INLAID GRAY IN COLOR.

GIRLS LACROSSE LAYOUT NOTES:

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.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

11/04/26 BID SET

10/21/2026

DAKOTA HIGH

SCHOOL

TURF REPLACEMENT &

TRACK RESURFACING

CHIPPEWA VALLEY

SCHOOLS

19120 CASS AVENUE

CLINTON TOWNSHIP, MI 48038

JH MDS

GIRLS LACROSSE

DETAILS

LD1.07

File details come from the government source that posted it. Updated Nov 5, 2026.