240305 FEAS Track Reconstuction Dwg Set.pdf

PDF 3 MB Posted Mar 18, 2024

Attached to: Please see attachments for project details.
Solicitation number: RFP - FRAN - 240000001659
Issued by: Benzie County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document appears to be a set of project drawings and specifications for the Frankfort-Elberta Area Schools Track Reconstruction project located at Frankfort High School in Frankfort, Michigan. The project involves the demolition and reconstruction of an 8-lane, 400m all-weather surface track, including new shot put, discus, high jump, and long jump/pole vault areas. The drawings provide details on the track layout, drainage, irrigation, and construction materials. The project is being managed by Foresite Design, Inc. on behalf of the Frankfort-Elberta Area Schools. The work is to be completed by a date noted in the contract documents.

The project requires the successful bidder to provide all labor, materials, and equipment necessary to complete the track reconstruction work. Pricing terms, set-asides, funding sources, and other salient information are not included in these drawings, but would likely be provided in the project's bid documents or contract specifications.

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Volume 2 Final- Track Reconstruction.pdf	PDF	Mar 18, 2024
Press Advertisement- FEAS Track.doc	DOC document	Mar 18, 2024
Volume 1 Final- FEAS Track Reconstruction.pdf	PDF	Mar 18, 2024

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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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

DEMOLITION LEGEND:

REMOVE ±3' POSTS. BACKFILL ALL FOUNDATIONS WITH PEASTONE

IMMEDIATELY AFTER FOUNDATION REMOVAL. (QTY: ± 26)

REMOVE EXISTING ALL-WEATHER SURFACE, ASPHALT AND/OR CONCRETE,

AND STONE BASE.

REMOVE TREE, GRIND STUMP, AND REMOVE ROOTS TO DEPTH OF 18" BELOW

EXISTING GRADE

REMOVE DISCUS CAGE. BACKFILL ALL FOUNDATIONS WITH PEASTONE

IMMEDIATELY AFTER FOUNDATION REMOVAL.

CLEAR AND GRUB WITHIN 10'-0" OF EXISTING C/L FENCE.

1. IF SOIL BECOMES WET DURING EXCAVATION ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY STOP WORK.

2. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT DISTURBANCE OF THE BASE AGGREGATE IN

REGARD TO THE COMPACTION AND PLANARITY. LIGHT WEIGHT EQUIPMENT SHALL BE USED FOR ALL

DEMOLITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANT AREAS DEEMED DISTURBED BY

THE LANDSCAPE ARCHITECT.

3. ALL MATERIAL DEMOLISHED SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT SALVAGED

MATERIAL AND SHALL BE REMOVED BY HIM FROM THE SITE OF THE WORK. ALL DEBRIS, REFUSE, ETC., SHALL ALSO BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

DEMOLITION NOTES:

00 30' 60'

SCALE: 1" = 30'-0"

-1.5%

-2.0%

-7 .5

-7 .6

-2.5%

-3 .7

614.92 BIT

614.80 BIT

614.45 MX

614.37 BIT

613.90 BIT

610.74 BIT

607.57 BIT

604.99 BIT

604.25 BIT

603.94 BIT

603.72 BIT

603.71 BIT

603.17 BIT

603.33 BIT

602.80 RIM

603.43 BIT

616.44 BIT

615.43 BIT

614.56 BIT

611.17 BIT

607.80 BIT

605.23 BIT

604.84 TC

604.34 BIT

604.68 TC

604.18 BIT

616.54 MX615.93 MX615.20 MX

605.05 CON

605.15 CON

604.61 CON

605.00 CON

604.86 CON

604.60 CON

604.13 RIM

604.34 RIM

610.95 FG

607.43 FG

604.87 FG

603.97 FG

603.82 FG

611.03 FG

607.60 FG

605.03 FG

604.90 FG

604.44 TC

603.94 BIT

604.49 TC

603.99 BIT

604.34 TC

603.84 BIT

604.49 CON

604.05 TC

603.55 BIT

604.19 MX

-2 .0

-2

604.93 CON

614.11 FG

615.27 FG

616.23 FG

615.87 FG

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

EXISTING CONDITIONS AND

DEMOLITION PLAN

1"=30'-0"

L1.00

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text D

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text

ASPHALT TRACK

AutoCAD SHX Text x

AutoCAD SHX Text

ALLEY (20') (VACATED)

AutoCAD SHX Text

(VACATED)

AutoCAD SHX Text

CON. PAD FOR BLEACHERS

AutoCAD SHX Text S

AutoCAD SHX Text

SEWER CLEANOUT INV. = 600.83

AutoCAD SHX Text

ELEV. = 605.32

AutoCAD SHX Text

ELEV. = 605.25 "TOP OF CARPET"

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SEWER CLEANOUT (COULD NOT OPEN)

AutoCAD SHX Text

SEWER CLEANOUT INV. = 602.49

AutoCAD SHX Text

CHARTER UNDERGROUND CABLE

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text D

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L8

AutoCAD SHX Text R/W

AutoCAD SHX Text

8 DT

00 30' 60'

SCALE: 1" = 30'-0"

NEW 8-LANE, 400M ALL

WEATHER SURFACE TRACK

NEW RADIUS

POINT MARKER

NEW RADIUS

POINT MARKER

NEW SHOT PUT

NEW DISCUS

PAD AND CAGE

NEW HIGH JUMP

NEW 1/2" ALL-WEATHER

SURFACE OVER

CONCRETE RUNWAY

NEW 1/2" ALL-WEATHER

SURFACE OVER

CONCRETE RUNWAY

TOPSOIL AND SEED

DISTURBED AREA (TYP.)

TOPSOIL AND SEED

DISTURBED AREA (TYP.)

TOPSOIL AND SEED

DISTURBED AREA (TYP.)

TOPSOIL AND SEED

DISTURBED AREA (TYP.)

TOPSOIL AND SEED

DISTURBED AREA (TYP.)

R/R EXISTING C/L FENCE AS

NEEDED FOR SITE GRADING

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

SITE PLAN

1" = 30'-0"

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text

AutoCAD SHX Text 100 M

AutoCAD SHX Text

START

AutoCAD SHX Text 110 M

AutoCAD SHX Text

START

AutoCAD SHX Text

COMMON

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

AutoCAD SHX Text 160'

LD1.03

LD1.02

LD1.01

2&3

LD1.01

00 30' 60'

SCALE: 1" = 30'-0"

LD1.01 6

LD1.01

'-10

'-1"

'-3

INSIDE EDGE OF ASPHALT RADIUS = 102.8130'MEASURE LINE RADIUS = 104.4380'

INSIDE EDGE OF ASPHALT RADIUS = 13

2.8130'

T A

N C

B E T W

E E N

R A

P O

T S

S E E

E T A

H E E T

L D

'-1"

'-2

'-6

LD1.02

LD1.01

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

CHARTER UNDERGROUND CABLE

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text D

AutoCAD SHX Text 160'

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

603.20

00 30' 60'

SCALE: 1" = 30'-0"

603.20

603.50

603.70

603.30

-1.5%

-2.0%

-7 .5

-7 .6

-2.5%

-3 .7

614.92 BIT

614.80 BIT

614.45 MX

614.37 BIT

613.90 BIT

610.74 BIT

607.57 BIT

604.99 BIT

604.25 BIT

603.94 BIT

603.72 BIT

603.71 BIT

603.17 BIT

603.33 BIT

602.80 RIM

603.43 BIT

616.44 BIT

615.43 BIT

614.56 BIT

611.17 BIT

607.80 BIT

605.23 BIT

604.84 TC

604.34 BIT

604.68 TC

604.18 BIT

616.54 MX615.93 MX615.20 MX

605.05 CON

605.15 CON

604.61 CON

605.00 CON

604.86 CON

604.60 CON

604.13 RIM

604.34 RIM

610.95 FG

607.43 FG

604.87 FG

603.97 FG

603.82 FG

611.03 FG

607.60 FG

605.03 FG

604.90 FG

604.44 TC

603.94 BIT

604.49 TC

603.99 BIT

604.34 TC

603.84 BIT

604.49 CON

604.05 TC

603.55 BIT

604.19 MX

-2 .0

-2

604.93 CON

614.11 FG

615.27 FG

616.23 FG

615.87 FG

603.50

603.30

603.75

603.30

O U T S

T R A

C K

E L E V

A T

T R A

C K

E L E V

A T

HIGH POINT OF

SWALE: 603.00

O U T S

T R A

C K

E L E V

A T

T R A

C K

E L E V

A T

S L O

P E 1.0

S L O

P E 1.0

S L O

P E 1.0

S L O

P E 1.0

S L O

P E 1.0

S L O

P E

S L O

P E

S L O

P E

SWALE: 603.20

NEW LEACHING BASIN

RIM: 602.70

8" SE PERF INV: 601.00

8" NW PERF INV: 600.25

HIGH POINT OF

SWALE: 603.00

HIGH POINT OF

SWALE: 603.00

HIGH POINT OF

SWALE: 603.00

HIGH POINT OF

SWALE: 603.00

HIGH POINT OF

SWALE: 603.00

HIGH POINT OF

SWALE: 603.00

BLEND TO

GRADE

BLEND TO

GRADE

BLEND TO

GRADE

BLEND TO

GRADE

BLEND TO

GRADE

NEW LEACHING BASIN

RIM: 602.70

8" E PERF INV: 601.00

8" W PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

6" SW PERF INV: 600.50

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

6" SE PERF INV: 600.50

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

GRADING PLAN

1" = 30'-0"

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text

8 DT

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

ELEV. = 605.32

AutoCAD SHX Text

ELEV. = 605.25 "TOP OF CARPET"

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

CHARTER UNDERGROUND CABLE

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text D

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L8

AutoCAD SHX Text R/W

AutoCAD SHX Text 160'

AutoCAD SHX Text

NEW LEACHING BASIN

RIM: 602.70

8" SE PERF INV: 601.00

8" NW PERF INV: 600.25

NEW 8" PERFORATED

COLLECTOR LINE W/

PEASTONE BACKFILL @ 0.5%

SLOPE (18" MIN. COVER)

ADJUST RIM OF EXISTING

STRUCTURE MIN. 12" BELOW

PROPOSED FINISHED GRADE

QUAZITE (PG11"x18") GROUND

BOX SET FLUSH WITH FINISH

GRADE FOR FUTURE TRACK

TIMING SYSTEM. BOX SHALL

ABUT TO EDGE OF ASPHALT

NEW 1

" CONDUIT FOR FINISH

LINE ELECTRICAL BOXES.

BURIED MIN 24" BELOW

GRADE

QUAZITE (PG11"x18") GROUND

BOX SET FLUSH WITH FINISH

GRADE FOR FUTURE TRACK

TIMING SYSTEM. BOX SHALL

ABUT TO EDGE OF ASPHALT

NEW 1

" CONDUIT FOR FINISH

LINE ELECTRICAL BOXES.

BURIED MIN 24" BELOW

GRADE

T/T: 601.00

IE: XXX.XX

'-9

4" PERF. DRAINTILE W/ SAND

BACKFILL @ 0.5% SLOPE &

MIN. 12" COVER (TYP)

NEW LEACHING BASIN

RIM: 602.70

8" E PERF INV: 601.00

8" W PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" N PERF INV: 601.00

8" S PERF INV: 600.25

6" SW PERF INV: 600.50

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

6" SE PERF INV: 600.50

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

NEW LEACHING BASIN

RIM: 602.70

8" SW PERF INV: 601.00

8" NE PERF INV: 600.25

T/T: 601.00

ADJUST RIM OF EXISTING

STRUCTURE TO FINISHED

GRADE

ADJUST RIM OF

EXISTING STRUCTURE

TO FINISHED GRADE

LD1.01

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

DRAINAGE AND UTILITY

PLAN

1" = 30'-0"

L1.04

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

ELEV. = 605.32

AutoCAD SHX Text

ELEV. = 605.25 "TOP OF CARPET"

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

CHARTER UNDERGROUND CABLE

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text D

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L8

AutoCAD SHX Text R/W

AutoCAD SHX Text 160'

FOR IRRIGATION DETAILS

SEE SHEET LD1.03

DETAILS #7-10

CONTRACTOR SHALL

VERIFY IN FIELD WATER

SOURCE AND POINT OF

CONNECTION

IRRIGATION NOTES:

1. IRRIGATION HEAD AND PIPING LAYOUT IS SCHEMATIC ONLY.

CONTRACTOR SHALL FIELD VERIFY AND PROVIDE 100%

COVERAGE WITH CONSIDERATION OF PROPOSED SITE

GRADING AND ROUTE IRRIGATION MAIN AND LATERAL

LINES FOR MOST ECONOMICAL USE.

2. POINT OF CONNECTION, CONTROLLER, BOOSTER PUMP AND

BACKFLOW PREVENTER SHALL BE FIELD VERIFIED PRIOR TO

INSTALLATION OF ANY IRRIGATION COMPONENTS.

3. VIF WATER SOURCE AND POC. CONTRACTOR SHALL

VERIFY WORKING CONDITION PRIOR TO INSTALLATION OF

IRRIGATION SYSTEM.

4. ELECTRICAL FOR CONTROLLER SUPPLIED BY OTHERS. ALL

PLUMBING AND ELECTRICAL SHALL BE INSTALLED

ACCORDING TO STATE AND LOCAL CODES

XXX.XX

T/W=XXX.XX

T/C=XXX.XX

ME ± XXX.XX

N O

R T H

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

ALL-WEATHER SURFACE

OVER ATHLETIC ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

DEMOLITION

ATHLETIC VIRGIN ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

STANDARD ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

ALL-WEATHER SURFACE

OVER REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

CRUSHER DUST

MASON SAND

STORM DRAIN

REINFORCED CONCRETE

OVER 21AA LIMESTONE BASE

FLAT DRAIN

IRRIGATION

PROPERTY

LIMITS OF CONSTRUCTION

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

XXX.XX AS-BUILT SPOT ELEVATION

TOP OF WALL ELEVATION

TOP OF CURB ELEVATION

TOP OF TRENCH ELEVATIONT/T=XXX.XX

MATCH EXISTING ELEVATION

ORNAMENTAL FENCE - SEE PLANS FOR HT.

4" PERFORATED DRAINTILE

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. 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, OR CONCRETE. DO NOT

FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING DEPTH.

PVC PIPE (VARIES IN DIAMETER)

IRRIGATION LEGEND:

SYMBOL

POINT OF CONNECTION

CONTROL VALVE

DESCRIPTION

ROTOR SPRINKLER HEAD (360°)

ROTOR SPRINKLER HEAD (180°)

BACKFLOW PREVENTION

BOOSTER PUMP (REFER TO SPECIFICATIONS TO SIZE/TYPE)

MAINLINE PVC PIPE

ROTOR SPRINKLER HEAD RADIUS (90°)

QUICK COUPLER VALVE

CONTROLLER LOCATION

GATE VALVE (DUCTILE IRON, PUSH-ON TYPE, IN

VALVE BOX W/ COVER)

IRRIGATION SLEEVE

SCHEMATIC IRRIGATION

PLAN

1" = 30'-0"

L1.05

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

ELEV. = 605.32

AutoCAD SHX Text

ELEV. = 605.25 "TOP OF CARPET"

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

CHARTER UNDERGROUND CABLE

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text

CHARTER CABLE BOX

AutoCAD SHX Text D

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L8

AutoCAD SHX Text R/W

AutoCAD SHX Text 3"

AutoCAD SHX Text

POC

AutoCAD SHX Text

8 DT

AutoCAD SHX Text

POC

AutoCAD SHX Text

BITUMINOUS PAVEMENT

REFER TO GEOTECHNICAL INVESTIGATION REPORT SCALE 3"=1'-0"

UNDISTURBED

SUBGRADE

8" 21AA

LIMESTONE

BASE

1-1/2" MDOT

5E1

2-1/2" MDOT 4E1

TACK

13mm

ALL-WEATHER

SURFACE

RADIUS POINT

MONUMENT

SCALE 1/2"=1'-0"

TOPSOIL &

SOD

1/2" GALV. STEEL

CONDUIT

3500 PSI

CONCRETE

UNDISTURBED

SUBGRADE

EXISTING

SUBGRADE

PROPOSED

CATCH BASIN

PROPOSED

GRADE

1% SLOPE

30' BITUMINOUS PAVEMENT5'

4" PROPOSED ASPHALT

(2 LIFTS)

1-1/2" WEARING COURSE

2-1/2" LEVELING COURSE

TOPSOIL

LAWN

29' ALL WEATHER SURFACE

12"

LD1.01

8" 21AA CRUSHED

LIMESTONE BASE

TRACK SECTION

SCALE 3/16"=1'-0"

8" PERFORATED DRAINTILE IN

24" TRENCH - INVERT VARIES

TOPSOIL AND SEED. SWALE

AND BLEND GRADE TO

CATCH BASIN (TYP)

NOTE:

328.0840' DISTANCE BETWEEN RADIUS POINTS

103.8130'

103.3130'

102.8130'

104.4380'

RADIUS TO EDGE

OF ASPHALT

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

L A

N E

RADIUS TO EDGE OF

ALL-WEATHER SURFACE

42"

(TYP.)

42"

(TYP.)

RADIUS TO 2"

PAINT LINE

RADIUS TO

MEASURE LINE

30' BITIMINOUS PAVEMENT

29' ALL-WEATHER SURFACE

L A

N E

L A

N E

TRACK DIMENSION

SCALE 1/4"=1'-0"

FIELD DRAIN SECTION

SCALE 1/2"=1'-0"

EXISTING

SUBGRADE

8" 21AA

LIMESTONE

13MM

ALL-WEATHER

SURFACE

4" ASPHALT

(2 LIFTS)

PROPOSED 8"

COLLECTOR

DRAINTILE

(SEE PLAN)

PEASTONE

BACKFILL

TOPSOIL

AND SEED

GRADE SLOPED AWAY FROM

TRACK AND SWALE TO CATCH

BASINS 12"

V A

18" COVER

OVER PIPE

24"

LEACHING BASIN DETAIL

SCALE 1/4"=1'-0"

DRAINAGE STONE

MDOT 6A OR EQUAL

SECTION

EDGE OF ASPHALT

PLAN

24"

8" COLLECTOR

DRAINTILE

CAST IRON FRAME

AND GRATE. RIM ELEVATION

VARIES, SEE PLAN

BASIN GRATE

NEENNAH NO.R

2501 OR EAST

JORDAN 1045 M-2

ROUND BASE

FLANGE

NEW DRAINTILE-

INVERT VARIES,

SEE PLAN

NEW PRECAST

CONCRETE LEACHING

BASIN

V A

E E

P L A

4 OZ.

NONWOVEN

GEOTEXTILE

FILTRATION

FABRIC

TROUGH DRAIN

SCALE 1"=1'-0"

TROUGH DRAIN

LIMESTONE BASE

CONCRETE

FOOTING

8" PERF.

DRAINTILE

UNDISTURBED

SUBGRADE

ALL WEATHER OR

ACRYLIC SURFACE

(SEE PLANS)

ASPHALT

(2 LIFTS)

ALL WEATHER

SURFACE

ASPHALT (2

LIFTS)

6" 6" 6"

HIGH JUMP DETAIL

SCALE 1"=30'-0"

8" PERF.

DRAINTILE

TROUGH DRAIN

ALL-WEATHER SURFACE

OVER 4" ASPHALT OVER

8" LIMESTONE BASE

T Y

LD1.01

FIELD DRAINTILE SECTION

SCALE 3/4"=1'-0"

x3 PIPE

30'

DIA.

4" SLOTTED

DRAINTILE

UNDISTURBED

SUBGRADE

TOPSOIL

AND SOD

2NS SAND

BACKFILL

TROUGH DRAIN CATCH BASIN

SCALE 1"=1'-0"

6" 6" 6"

4" PVC

DRAINTILE

TROUGH

DRAIN

CATCH

BASIN UNIT

COLLECTOR

DRAINTILE

PEASTONE

BACKFILL

UNDISTURBED

SUBGRADE

CONCRETE

LIMESTONE BASE

ASPHALT

(2 LIFTS)

NEW TRACK

SURFACE HIGH JUMP

AREA

UTILITY SLEEVE LAYOUT

SCALE 1/8"=1'-0"

E E

P L A

UTILITY BOX

LANE 2

LANE 1

LANE 3

LANE 7

LANE 4

LANE 8

EDGE OF

ASPHALT

VARIES

UTILITY BOX

EDGE OF

ASPHALT

LD1.01

LANE 5

LANE 6

UTILITY SLEEVE SECTION

SCALE 1/4"=1'-0"

LD1.01

UTILITY

BOX

LIMESTONE BASE

ASPHALT

ALL-WEATHER SURFACE

4" PVC WITH SWEEPING

ELECTRICAL JOINTS AND

END CAPS

LAWN

UNDISTURBED SUBGRADE

2NS SAND

(100% COMPACTION)

UTILITY BOX

4' MIN. 4' MIN.

UTILITY SLEEVE DETAIL

SCALE 1"=1'-0"

24"

LIMESTONE BASE

1/2" ALL-WEATHER

SURFACE

UNDISTURBED SUBGRADE

2NS SAND

4" PVC WITH SWEEPING

ELECTRICAL JOINTS AND

END CAPS- SEE PLAN

FOR QUANTITY

ASPHALT

TOPSOIL

& SEED

8" 21AA

LIMESTONE

OR GRAVEL

4" ASPHALT

(2 LIFTS)

13MM ALL-WEATHER

SURFACE

TRACK EDGE SECTION

SCALE 1/2"=1'-0"

GRADE SLOPED AWAY

FROM TRACK EDGE

DRAINAGE

STRUCTURE

CAST IRON

FRAME

NEW

SOLID

COVER

EXISTING DRAINAGE

STRUCTURE

(SEE DRAINAGE

PLAN)

MORTAR

TOPSOIL

AND SOD RESET CAST

IRON FRAME

UNDISTURBED

SUBGRADE

NEW SOLID COVER

TO BE CAULKED

SOLID COVER ON DRAINAGE STRUCTURE

SCALE 3/8"=1'-0"

CAULK

COMPACTED FILL

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

SITE DETAILS

AS NOTED

LD1.01

AutoCAD SHX Text

C FDI

NOTE:

SEE FIELD EVENT CONSTRUCTION

SPECIFICATIONS FOR APPROVED

EQUIPMENT & MANUFACTURERS

4' ALL-WEATHER

SURFACE

4" CONCRETE WITH

18" THICKENED EDGE

18" MASON

SAND 2

LD1.02

4-6

LD1.02

159' (SURFACING)

25'

6" PERF. DRAINTILE, TYP.

(TO BE FIELD CONNECTED)

23'-10"

VAULT BOX

CONCRETE

PAD

13MM ALL-WEATHER SURFACE

ON CONCRETE RUNWAY

LONG JUMP/POLE VAULT DETAIL

SCALE 1"=10'-0"

LD1.02

141'-8" (CONCRETE RUNWAY)

CONTROL

JOINT

" X

" DEPTH SAWCUT

CONTROL JOINTS 10'

MAX. O.C.

141'-8" (CONCRETE RUNWAY)

4-6

LD1.02

25'

6" PERF. DRAINTILE, TYP.

(TO BE FIELD CONNECTED)

3'10'

6" PERFORATED

DRAINTILE

PEASTONE

BACKFILL

UNDISTURBED

SUBGRADE

4" COMPACTED

SAND

GRADE

4 OZ. NONWOVEN

FILTRATION FABRICMASON SAND

CONCRETE APRON

4" CONCRETE

WITH MED.

BROOM FINISH

LONG JUMP PIT

SCALE 1/4"=1'-0"

LD1.02

12"

MASON SAND

1/2" RADIUS

TOOLED EDGE

6"X6"

10/10 WWF

#2 REBAR CONTINUOUS

4" CONCRETE WITH LIGHT

BROOM FINISH 3500 PSI

4" COMPACTED SAND

UNDISTURBED SUBGRADE

PIT APRON SECTION

SCALE 1/2"=1'-0"

SLOPE GRADE AWAY

FROM PIT, TYPICAL

TAKE-OFF BOARD

SECTION "A-A"

PLAN VIEW

NOTE:

ALL-WEATHER RUNWAY SURFACE SHOULD BE TRIMMED EVEN

WITH THE INSIDE EDGE OF THE TRAY.

ALL-WEATHER SURFACE SHALL BE FLUSH WITH TAKE-OFF BOARD.

ALL-WEATHER SURFACE

RAISE FORMS

TO FINISH

INSTALLATION

OF TRAY

TAKE-OFF BOARD INSTALLATION

NTS

1" DRAINLINE TO

6" PERFORATED

IN SAND PIT

1" DRAINLINE TO

6" PERFORATED

IN SAND PIT

26"

18"

4" CONCRETE

RUNWAY

6" SAND BASE

CONCRETE

UNDISTURBED

SUBGRADE

REVERSIBLE POLYBOARD

(SET LEVEL WITH TOP OF ALL

WEATHER SURFACE)

ALUMINUM TRAY

13MM ALL

WEATHER SURFACE

TAKE-OFF BOARD SECTION

SCALE 1"=1'-0"

LD1.02

4" REIN. CONCRETE

RUNWAY

NOTE:

1. TAKE-OFF BOARD AND TRAY MUST BE INSTALLED PRIOR TO INSTALLATION OF

THE ALL-WEATHER SURFACE. SEE MFR. CUT SHEET FOR TRAY INSTALLATION.

2. ARTIFICIAL RUNWAY SURFACE SHOULD BE TRIMMED EVEN WITH THE INSIDE EDGE

OF THE TRAY.

3. THE TOP OF THE TAKE-OFF BOARD SHALL BE LEVEL WITH TOP OF ALL-WEATHER

SURFACE. ADJUST AS REQUIRED FOR DIFFERENT SURFACE THICKNESS.

CONCRETE FOUNDATION

SAND BASE

SAME ELEVATION

POLYBOARD

TAKE-OFF BOARD

ALUMINUM TRAY

13MM ALL-WEATHER

SURFACE

TAKE-OFF BOARD SECTION

NTS

13MM ALL

WEATHER

SURFACE

REINFORCED

CONCRETE W/

LIGHT BROOM

FINISH

COMPACTED

SUBGRADE

4" COMPACTED SAND

SLOPE 1/8" PER FTGRADE

4' ALL-WEATHER SURFACE

5' CONCRETE

CONCRETE RUNWAY SECTION

LONG JUMP & POLE VAULT SCALE 1"=1'-0"

(3) #4 REBAR

CONTINUOUS

UNDISTURBED

SUBGRADE

CONCRETE BASE

(PER MANUFACTURERS

RECOMMENDATIONS)

6" DEPTH

CONCRETE

RUNWAY

ALL WEATHER

SURFACE

6" SAND BASE

VAULT BOX

(SEE SPEC FOR

APPROVED

MANUFACTURER)

LANDING

AREA

4" MIN

POLE VAULT BOX DETAIL

SCALE 1"=1'-0" 9

DISCUS DETAIL

SCALE 1/8"=1'-0"

* SEE FIELD EVENT CONSTRUCTION SPECIFICATIONS FOR

APPROVED EQUIPMENT & MANUFACTURERS

NOTE:

6" CONCRETE

W/MEDIUM BROOM

FINISH ON 4"

COMPACTED

SAND BASE

PROVIDE NEW INTERIOR

AND EXTERIOR NETTING

DISCUS SECTOR

24'

34.92°

SAW CUT (TYP.)

NEW GROUND

SLEEVES FOR EXISTING

NEW NET SYSTEM

16'

LD1.02

14'-4"

29'-5"

NOTE:

CONCRETE SLAB

TO BE LEVEL

LD1.02

FEED NET ROPE

THROUGH BOTH

EYE BOLTS

18"

NEW GROUND SLEEVE

UNDISTURBED

SUBGRADE

6" REINFORCED CONCRETE

OVER 4" COMPACTED SAND

PROVIDE NEW

INTERIOR AND

EXTERIOR NETTING

1/4"X4" EYEBOLT, WASHER,

AND NUT, 2 PLACES

5/8" BRONZE

SNAP HOOK

NET POLE SECTION

SCALE 1/4"=1'-0"

NEW POLES

24'

CONCRETE PAD

STEEL CIRCLE

6" REINFORCED

CONCRETE

4" COMPACTED

SAND

COMPACTED

SUBGRADE

TOPSOIL AND

SEED

8'-2 1/2"

LD1.02

DISCUS PAD SECTION

SCALE 1"=1'-0"11

DISCUS CIRCLE DETAIL

SCALE 1/4"=1'-0"

LD1.02

LD1.028'-2 1/2"

SECTION JOINT

3 PLACES

A W

C U

LIMITS OF SAWCUT

CONCRETE

SURFACE

6" CONCRETE

5/16" STEEL

CIRCLE

DISCUS RING SECTION

NTS

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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

SITE DETAILS

AS NOTED

LD1.02

AutoCAD SHX Text A

10'

GRADE

6" REINFORCED

CONCRETE

COMPACTED

SUBGRADE

4" COMPACTED

SAND

4-5

LD1.03

SHOT-PUT RING SECTION

SCALE 1"=1'-0"

6" CRUSHER

DUST

TOPSOIL

AND SEED

SUGGESTED POSITIONS FOR

MOUNTING HOLES, 6 PLACES

NOTE:

CONCRETE SLAB

TO BE LEVEL

2" SECTOR LINE

CIRCLE PASSES

UNDERNEATH INNER

EDGE OF TOEBOARD

SECTION JOINT

2 PLACES

1/2"

MOUNTING

HOLE

NOTE: TOEBOARD MUST

BE CENTERED ON

SECTOR LINES, HIGH

SCHOOL SECTOR

SHOWN.

SECTION JOINT

LD1.03

TOEBOARD DETAIL

SCALE 1/4"=1'-0"

NOTE:

SEE FIELD

EVENT

CONSTRUCTION

SPECIFICATIONS

FOR

APPROVED

EQUIPMENT &

MANUFACTURERS

1-1/2"

48"

4-1/2"

1/2" MOUNTING HOLE

SHOT-PUT TOEBOARD

SCALE 1"=1'-0"

2X6's ALONG EDGE

OF CRUSHER DUST

6" CRUSHER DUST

LD1.03

ALUMINUM TOE BOARD

ALUMINUM RING

6" REINFORCED CONCRETE

SLAB WITH LIGHT BROOM

FINISH 10/10 WWF

29'-11"

51'-2"

SHOT PUT PAD

SCALE 1"=20'-0"

LD1.03

4" COMPACTED SAND

1/2" ANCHOR BOLT

CONCRETE PAD

4" REINFORCED

CONCRETE

ALUMINUM

TOEBOARD

5/16" STEEL

CIRCLE

TOEBOARD DETAIL

SCALE 1-1/2"=1'-0"

TIMBER EDGE

SCALE 1"=1'-0"

SLOPE

UNDISTURBED

SUBGRADE

6" CRUSHER

DUST

4' LONG 2X4

SPLICE BOARDS

2"X6" WOLM.

TIMBER ON EDGE

1"X2"X2' LONG STAKE

5' ON CENTER

RUBBER COVERED FIELD ROTOR WITH 50'-60' RADIUS,

2" EXPOSED SURFACE, CAN BE INSTALLED UP TO 1/2"

BELOW GRADE, VANDAL RESISTANT CAP, STAINLESS

STEEL ENCASED NOZZLE AND DRIVE ASSEMBLY,

CHECK-O-MATIC CAPABLE OF HOLDING UP TO 15' OF

HEAD, MAXIMUM OPERATING PRESSURE 150 P.S.I.

NOTE:

1/2" BELOW GRADE

SWING JOINT ASSEMBLY

FINISH GRADE

ALL STEEL RIER 2

3/8" POP-UP WITH

POSITIVE SPRING

RETRACTION

GEAR DRIVEN

SPRINKLER HEAD

INSTALLATION DETAIL

N.T.S.

REMOTE CONTROL NORMALLY CLOSED VALVE, DURABLE

ENGINEERED PLASTIC AND STAINLESS STEEL CONSTRUCTION,

GLASS FILLED ZYTEL CAP, SELF-CLEANING STAINLESS STEEL

METERING PIN, MANUAL FLOW CONTROL AND BLEED SCREW.

STAINLESS STEEL SEAT ON 1 1/2" AND 2" MODELS. PRECISE

PRESSURE REGULATING CONTROL WITH REMOVABLE

SELF-FLUSHING, 200 MESH, STAINLESS STEEL SCREW.

NOTE:

GLOBE

CONFIGURATION

PLUG

GRADE

ANGLE CONFIGURATION

ELECTRIC VALVE

FLOW CONTROL

SCHRADER-TYPE VALVE

24 VAC SOLENOID

VALVE BOX

AUTOMATIC PRESSURE

REGULATING VALVE DETAIL

N.T.S.

UNDISTURBED

SUBGRADE

VALVE ANCHOR

(SEE THRUST

BACKING DETAIL)

V A

GATE VALVE DETAIL

N.T.S.

THRUST BACKING IS NEEDED WHEREVER THE PIPELINE:

1. CHANGES DIRECTION AS AT TEES, BENDS, AND CROSSES

2. CHANGES SIZE, AS AT REDUCERS

3. STOPS, AS AT A DEAD END

4. VALVES, AT WHICH THRUST DEVELOPS WHEN CLOSED

NOTE:

CHANGE IN ELEVATION

UNDISTURBED

SUBGRADE

(TYP)

DIRECTION OF

THRUST

90° ELBOW

45° ELBOW GATE VALVE 4" AND LARGER

SUDDEN REDUCTION

TEES

POURED BLOCK (TYP.)

TYP. THRUST BLOCKS

N.T.S.

ALL AUTOMATIC VALVES, ISOLATION VALVES, QUICK COUPLING VALVES AND WIRE SPLICES SHALL BE INSTALLED INSIDE 11"X14" LOCKING

VALVE BOXES. A MAXIMUM OF TWO VALVES SHALL BE INSTALLED WITHIN EACH VALVE BOX.

ALL VALVE BOXES SHALL HAVE GREEN LIDS.

VALVE BOXES TO BE INSTALLED FLUSH WITH GRADE.

INSTALL ALL 24 VOLT WIRE IN SAME TRENCH WITH MANLINE PIPE. WHERE WIRE HAS TO BE INSTALLED IN A SEPERATE TRENCH, CONTRACTOR IS TO BURY CAUTION TAPE, 6" BELOW GRADE, TO PREVENT WIRES FROM BEING SEVERED. ACCURATELY MARK THESE

LOCATIONS ON THE AS-BUILT DRAWING.

CONTRACTOR IS TO INSTALL A DIFFERENT COLOR WIRE FOR VALVES ON EACH CLOCK, (I.E. BLUE WIRE TO ALL VALVES OPRATED FROM

CLOCK "A" GREEN WIRE TO ALL VALVES OPERATED FROM CLOCK "B" ETC.)

INSTALL CONTROL WIRE ZONE IDENTIFICATION TAG AT EACH VALVE. TAGS TO BE "STANDARD" SIZE AND TAG COLOR TO MATCH CONTROL

WIRE COLOR.

INSTALL ONE EXTRA WIRE TO EACH VALVE CLUSTER.

ALL WIRE NOT BURIED TO BE IN CONDUIT.

GROUND CONTROL TIMERS PER MANUFACTURERS RECOMMENDATIONS. EACH CONTROL TIMER TO HAVE ITS OWN COMMON WIRE.

IRRIGATION 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

WWW.FORESITEDESIGN.COM

ATHLETIC FACILITY PLANNING *SITE PLANNING *

CONSULTING * LANDSCAPE ARCHITECTURE

3269 COOLIDGE HWY * BERKLEY, MI 48072

PH. 248.547.7757 * FAX 248.547.0218

3/5/2024 BIDS

FRANKFORT-ELBERTA

AREA SCHOOLS

TRACK RECONSTRUCTION

FRANKFORT HIGH SCHOOL

534 11TH ST

FRANKFORT, MI 49635

JB HD

3/1/2024

SITE DETAILS

AS NOTED

LD1.03

75' RADIUS

File details come from the government source that posted it. Updated Apr 3, 2024.