LPS 26012_Garfield FORESITE BID SET.pdf

PROJECT TEAM

OWNER

Livonia Public Schools 15125 Farmington Road Livonia, Michigan 48154

LIVONIA PUBLIC SCHOOLS

LP

S-

G

AR

FI

EL

D

TH

RI

VE

F

IT

N

ES

S

TR

AC

K

GARFIELD COMMUNITY SCHOOL

2026 THRIVE FITNESS TRACK

BID SET: OCTOBER 1, 2026

FD

I P

RO

JE

CT

N

O . 2

LOCATION MAP

N O R T H

PROJECT ADDRESS

Garfield Community School 10218 Arthur Street Livonia, Michigan 48150

OWNER'S REPRESENTATIVE

Plante Moran Realpoint 3000 Towne Center, Suite 100 Southfield, Michigan 48075

DRAWING INDEX

1 of 2 BOUNDARY / TOPOGRAPHIC SURVEY

2 of 2 BOUNDARY / TOPOGRAPHIC SURVEY

L1.00 DEMOLITION PLAN

L1.01 SITE PLAN

L1.02 DIMENSION AND LAYOUT PLAN

L1.03 GRADING PLAN

L1.04 DRAINAGE AND UTILITY PLAN

L1.05 LANDSCAPE PLAN

L1.06 PAVING AND SURFACE PLAN

LD1.01 SITE DETAILS

LANDSCAPE

LANDSCAPE ARCHITECT

Foresite Design, Inc.

26777 Park Blvd. Suite 125 Southfield, Michigan 48076

CIVIL ENGINEER

Spalding DeDecker Associates 905 E South Blvd Rochester Hills, Michigan 48307

PROJECT SITE

LEGEND

VICINITY MAP

PARCEL AREA

TITLE REPORT NOTE

PROPERTY DESCRIPTION

SURVEYOR'S NOTE

BENCHMARK

B O

U N

D

AR

Y/

TO

P O

G R

AP

H

IC

S

U R

VE

Y

SURVEYOR'S CERTIFICATION

w w w .k e m te c a g ro u p o fc o m p a n ie s .c o m

A

GR

OU

P

OF

C

OM

PA

NI

ES

PR

O

FE

SS

IO

N

A L

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N G

E

N

VI

R O

N M

EN

TA

L

SE

R

VI

C

ES

E as tp oin te

De tro it

An n A rb or

G ra nd B lan c

0)

5.7

(3

) 7

.06

(73 4)

4.0

(88

8)

4.0

KE

M-

TE

C

N O

R

TH

SEE DETAILS ON SHEET 2 OF 2

N O

R

TH

AutoCAD SHX Text G

AutoCAD SHX Text

GV

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

LIGHT POLE WITH STREET LAMP

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

CABLE TV BOX

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

SET 1/2" REBAR WITH CAP P.S. 47976

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

HANDICAP PARKING

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text

SINGLE POST SIGN

AutoCAD SHX Text

WATER GATE MANHOLE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

FOUND MONUMENT (AS NOTED)

AutoCAD SHX Text

ROUND CATCH BASIN

AutoCAD SHX Text

SQUARE CATCH BASIN

AutoCAD SHX Text

STORM DRAIN MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text

PLATTED LOT LINE

AutoCAD SHX Text

PARCEL BOUNDARY LINE

AutoCAD SHX Text

BUILDING OVERHANG

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EDGE OF CONCRETE (CONC.)

AutoCAD SHX Text

EDGE OF ASPHALT (ASPH.)

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

WALL (AS NOTED)

AutoCAD SHX Text

FENCE (AS NOTED)

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

SANITARY LINE

AutoCAD SHX Text

OVERHEAD UTILITY LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

RECORD AND MEASURED DIMENSION

AutoCAD SHX Text

RECORD DIMENSION

AutoCAD SHX Text

MEASURED DIMENSION

AutoCAD SHX Text (R&M)

AutoCAD SHX Text (R)

AutoCAD SHX Text (M)

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RAISED CONCRETE

AutoCAD SHX Text

BUILDING AREA

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GROUND ELEVATION

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 0.00

AutoCAD SHX Text

DECIDUOUS TREE (AS NOTED)

AutoCAD SHX Text

SET MAG NAIL

AutoCAD SHX Text

SET X-CUT

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

FENCE POST

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

SITE BENCHMARK #2

AutoCAD SHX Text

SITE BENCHMARK #1

AutoCAD SHX Text

SITE BENCHMARK #3

AutoCAD SHX Text

SITE BENCHMARK #4

AutoCAD SHX Text

ORANGELAWN 60' PUBLIC RIGHT OF WAY CONCRETE

AutoCAD SHX Text

ARTHUR STREET 60' PUBLIC RIGHT OF WAY CONCRETE/ASPHALT

AutoCAD SHX Text

RICHLAND STREET 60' PUBLIC RIGHT OF WAY CONCRETE

AutoCAD SHX Text

OUT LOT A

AutoCAD SHX Text S89°28'41"E(R&M)

AutoCAD SHX Text 639.55'(R&M)

AutoCAD SHX Text S00°31'19"W(R&M)

AutoCAD SHX Text 560.00'(R&M)

AutoCAD SHX Text S89°28'41"E(R&M)

AutoCAD SHX Text 738.27'(R&M)

AutoCAD SHX Text N15°57'47"W(R&M)

AutoCAD SHX Text 246.50'(R&M)

AutoCAD SHX Text N00°31'19"E(R&M)

AutoCAD SHX Text 124.00'(R&M)

AutoCAD SHX Text L=201.40'(R&M) R=700.00'(R&M) ChL=200.71'(M) ChB=N07°43'14"W(M)

AutoCAD SHX Text

OUT LOT B

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

4"WM

AutoCAD SHX Text

EX. SAN PER LPS PLANS

AutoCAD SHX Text

EX. STORM PER LPS PLANS

AutoCAD SHX Text

4"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

6"SAN

AutoCAD SHX Text

1 OF 2 SHEETS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ATS 06/04/26

AutoCAD SHX Text

GST/RDM 06/04/26

AutoCAD SHX Text 26-00812

AutoCAD SHX Text

PROJECT NO;

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

375,104± SQUARE FEET = 8.61± ACRES

AutoCAD SHX Text ONLY THOSE EXCEPTIONS CONTAINED WITHIN THE FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. C-193794, DATED MARCH 12, 2026, AND RELISTED BELOW WERE CONSIDERED FOR THIS SURVEY. NO OTHER RECORDS RESEARCH WAS PERFORMED BY THE CERTIFYING SURVEYOR. 12. BUILDING AND USE RESTRICTIONS AS CONTAINED IN INSTRUMENT(S) RECORDED BUILDING AND USE RESTRICTIONS AS CONTAINED IN INSTRUMENT(S) RECORDED IN LIBER 12626, PAGE 399, WAYNE COUNTY RECORDS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY. (DOCUMENT COVERS THE SUBJECT PROPERTY AND IS BLANKET IN NATURE, SEE DOCUMENT FOR TERMS AND CONDITIONS)

AutoCAD SHX Text LAND IN THE CITY OF LIVONIA, COUNTY OF WAYNE, STATE OF MICHIGAN OUT LOT A, COUNTRY HOMES SUB. NO. 2, AS RECORDED IN LIBER 77, PAGE 58, 59 AND 60 OF PLATS, WAYNE COUNTY RECORDS.

AutoCAD SHX Text

MICHIGAN LICENSE NO. 47976

AutoCAD SHX Text

ANTHONY T. SYCKO, JR., P.S.

AutoCAD SHX Text

PROFESSIONAL SURVEYOR

AutoCAD SHX Text THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING PLANS AND DRAWINGS PROVIDED BY VARIOUS UTILITY COMPANIES AND/OR MUNICIPAL AGENCIES. UNDERGROUND UTILITIES WHICH ARE LOCATED ON PRIVATE PROPERTY ARE TYPICALLY NOT NOT SHOWN ON PLANS PROVIDED BY THE UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES OTHER THAN THE STRUCTURE INVENTORY SHOWN HEREON.

AutoCAD SHX Text

JUNE 4, 2026

AutoCAD SHX Text

DATE:

AutoCAD SHX Text SITE BENCHMARK #1 ARROW ON FIRE HYDRANT, IN FRONT OF GREENHOUSE ON ORANGELAWN STREET. ELEVATION = 671.06' (NAVD 88) SITE BENCHMARK #2 ARROW ON FIRE HYDRANT, AT SOUTHERLY SIDE OF RICHLAND STREET. ELEVATION = 671.77' (NAVD 88) SITE BENCHMARK #3 ARROW ON FIRE HYDRANT, AT SOUTH EAST CORNER OF ARTHUR STREET AND RICHLAND STREET. ELEVATION = 673.99' (NAVD 88) SITE BENCHMARK #4 "X" ON LIGHT POLE, AT EASTERLY SIDE OF ARTHUR STREET. ELEVATION = 675.46' (NAVD 88)

AutoCAD SHX Text I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY HEREIN DESCRIBED. THE ELEVATIONS SHOWN HEREON ARE BASED ON A FIELD SURVEY AND THE DRAWING HEREON DELINEATED IS A CORRECT REPRESENTATION OF THE SAME.

AutoCAD SHX Text

22556 GRATIOT AVE., EASTPOINTE, MI 48021

AutoCAD SHX Text TSycko@kemtec-survey.com

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text PREPARED FOR: LIVONIA PUBLIC SCHOOLS 10218 ARTHUR STREET, LIVONIA, MICHIGAN, PART OF SECTION 32, TOWN 1 SOUTH, RANGE 9 EAST

AutoCAD SHX Text PRIOR TO CONSTRUCTION ALL LOCATIONS AND DEPTHS OF EXITING UTILITIES SHALL BE VERIFIED IN THE FIELD. CALL MISS DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

SITE

AutoCAD SHX Text

ORANGELAWN ST

AutoCAD SHX Text

PARKDALE ST

AutoCAD SHX Text

RICHLAND ST

AutoCAD SHX Text

W CHICAGO ST

AutoCAD SHX Text

PARKDALE ST

AutoCAD SHX Text

ORANGELAWN ST

AutoCAD SHX Text

ARTHUR ST

AutoCAD SHX Text

YALE ST

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 06.05.26

AutoCAD SHX Text

AutoCAD SHX Text

RDM

AutoCAD SHX Text

REVISE WATER MAIN, SAN, SEWER PER LPS PLANS

N O

R

TH

B O

U N

D

AR

Y/

TO

P O

G R

AP

H

IC

S

U R

VE

Y w w w .k e m te c a g ro u p o fc o m p a n ie s .c o m

A

GR

OU

P

OF

C

OM

PA

NI

ES

PR

O

FE

SS

IO

N

A L

EN

G

IN

EE

R

IN

G

SU

R

VE

YI

N G

E

N

VI

R O

N M

EN

TA

L

SE

R

VI

C

ES

E as tp oin te

De tro it

An n A rb or

G ra nd B lan c

0)

5.7

(3

) 7

.06

(73 4)

4.0

(88

8)

4.0

KE

M-

TE

C

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 35.4'

AutoCAD SHX Text 63.4'

AutoCAD SHX Text 35.0'

AutoCAD SHX Text 20.8'

AutoCAD SHX Text 35.4'

AutoCAD SHX Text 63.4'

AutoCAD SHX Text 17.9'

AutoCAD SHX Text 21.0'

AutoCAD SHX Text 6.2'

AutoCAD SHX Text 10.1'

AutoCAD SHX Text 26.0'

AutoCAD SHX Text 42.3'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 30.1'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 99.8'

AutoCAD SHX Text 36.3'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 63.4'

AutoCAD SHX Text 35.3'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 35.3'

AutoCAD SHX Text 63.1'

AutoCAD SHX Text 5.8'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text 29.0'

AutoCAD SHX Text 34.4'

AutoCAD SHX Text 54.1'

AutoCAD SHX Text 7.2'

AutoCAD SHX Text 8.3'

AutoCAD SHX Text 80.8'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text 10.1'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text 10.5'

AutoCAD SHX Text 30.8'

AutoCAD SHX Text 42.3'

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 10.5'

AutoCAD SHX Text 7.3'

AutoCAD SHX Text 10.1'

AutoCAD SHX Text 7.3'

AutoCAD SHX Text 10.6'

AutoCAD SHX Text 18.4'

AutoCAD SHX Text 63.3'

AutoCAD SHX Text 35.1'

AutoCAD SHX Text 20.9'

AutoCAD SHX Text 35.3'

AutoCAD SHX Text 63.3'

AutoCAD SHX Text 35.1'

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 35.2'

AutoCAD SHX Text 63.3'

AutoCAD SHX Text 35.3'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text 7.7'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 67.5'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text 7.6'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 35.5'

AutoCAD SHX Text 63.3'

AutoCAD SHX Text 35.1'

AutoCAD SHX Text STORM MANHOLE RIM=670.88' INV. 12", NW=664.58' INV. 12", N=663.78' INV. 12", E=663.78'

AutoCAD SHX Text STORM MANHOLE RIM=668.90' INV. 18", E=661.60' INV. 12", W=661.90' INV. 12", SW=663.50'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=668.73' INV. 12", N =663.63' INV. 12", NE=663.73'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=668.81' INV. 12", S=664.31' INV. 4", N=665.11'

AutoCAD SHX Text

CB BEEHIVE RIM=671.03' INV. 8", SE=667.03' INV. 8", NW=667.03'

AutoCAD SHX Text

CB BEEHIVE RIM=671.00' INV. 8", NW=667.26'

AutoCAD SHX Text CB BEEHIVE RIM=670.80' INV. 8", W =669.10' INV. 8", N =667.20' 8", N =667.20' INV. 8", SE=667.60'8", SE=667.60'

AutoCAD SHX Text STORM MANHOLE RIM=672.11' INV. 12", N =666.81' INV. 12", S =665.51' 12", S =665.51' INV. 12", E =666.11'12", E =666.11'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=672.30' INV. 12", W=667.31' INV. 12", S=667.21'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=672.32' INV. 12", E=668.17'

AutoCAD SHX Text

ROUND CATCH BASIN RIM=670.87' T/WATER=667.77' B/STRUCTURE=665.87'

AutoCAD SHX Text STORM MANHOLE RIM=671.40' INV. 12", NE=666.20' INV. 12", SE=666.20' INV. 12", SW=666.20'12", SW=666.20'

AutoCAD SHX Text

ROUND CATCH BASIN RIM=670.86' T/WATER=667.86' B/STRUCTURE=664.86'

AutoCAD SHX Text

SANITARY MANHOLE RIM=671.83' INV. 6", E=661.88' INV. 12", W=661.83'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=670.69' INV. 12", SE=664.79' INV. 12", E =664.74'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=670.72' INV. 12", W=665.83'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=667.76' INV. 12", S=665.27'

AutoCAD SHX Text STORM MANHOLE RIM=668.12' INV. 15", E =661.53' INV. 12", W =661.83' INV. 12", SW=663.03'12", SW=663.03'

AutoCAD SHX Text

CB BEEHIVE RIM=668.10' INV. 3", SW=664.35'

AutoCAD SHX Text

ROUND CATCH BASIN RIM=668.90' INV. 6", NE=665.30'

AutoCAD SHX Text

SQUARE CATCH BASIN RIM=669.22' INV. 12", S=664.72'

AutoCAD SHX Text STORM MANHOLE RIM=670.54' INV. 8", W=666.04' INV. 8", S=665.44' INV. 8", E=666.04' 8", E=666.04' INV. 12", N=665.44'12", N=665.44'

AutoCAD SHX Text

CB BEEHIVE RIM=670.35' INV. 8", E=666.85' INV. 8", S=666.85'8", S=666.85'

AutoCAD SHX Text CB BEEHIVE RIM=670.64' T/WATER=667.09' INV. 8", SE=666.95' 8", SE=666.95' INW. 8", N=666.95'8", N=666.95'

AutoCAD SHX Text SQUARE CATCH BASIN RIM=669.30' INV. 12", NE=664.80' INV. 12", S=665.20' 12", S=665.20' INV. 12", N=665.20'12", N=665.20'

AutoCAD SHX Text 23.9'

AutoCAD SHX Text

SITE BENCHMARK #2

AutoCAD SHX Text

SITE BENCHMARK #1

AutoCAD SHX Text

SITE BENCHMARK #3

AutoCAD SHX Text

SITE BENCHMARK #4

AutoCAD SHX Text

ORANGELAWN 60' PUBLIC RIGHT OF WAY CONCRETE

AutoCAD SHX Text

ARTHUR STREET 60' PUBLIC RIGHT OF WAY CONCRETE/ASPHALT

AutoCAD SHX Text

RICHLAND STREET 60' PUBLIC RIGHT OF WAY CONCRETE

AutoCAD SHX Text 61.8'

AutoCAD SHX Text 35.8'

AutoCAD SHX Text 61.8'

AutoCAD SHX Text 35.8'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text

OUT LOT A

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text S89°28'41"E(R&M)

AutoCAD SHX Text 639.55'(R&M)

AutoCAD SHX Text S00°31'19"W(R&M)

AutoCAD SHX Text 560.00'(R&M)

AutoCAD SHX Text S89°28'41"E(R&M)

AutoCAD SHX Text 738.27'(R&M)

AutoCAD SHX Text N15°57'47"W(R&M)

AutoCAD SHX Text 246.50'(R&M)

AutoCAD SHX Text N00°31'19"E(R&M)

AutoCAD SHX Text 124.00'(R&M)

AutoCAD SHX Text L=201.40'(R&M) R=700.00'(R&M) ChL=200.71'(M) ChB=N07°43'14"W(M)

AutoCAD SHX Text

OUT LOT B

AutoCAD SHX Text

CB BEEHIVE RIM=669.95' INV. 8", W=666.30'8", W=666.30'

AutoCAD SHX Text

2"GAS

AutoCAD SHX Text

4"GAS

AutoCAD SHX Text

2"GAS

AutoCAD SHX Text

2"GAS

AutoCAD SHX Text

5/8"GAS

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

8"WM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

15"STM

AutoCAD SHX Text SQUARE CATCH BASIN RIM=668.00' INV. 12", N =663.50' INV. 12", NE=663.50' INV. 6", SW=663.90'

AutoCAD SHX Text

6"STM

AutoCAD SHX Text

6"STM

AutoCAD SHX Text

3"STM

AutoCAD SHX Text

ROUND CATCH BASIN RIM=668.78' INV. 6", E=665.58'

AutoCAD SHX Text

6"STM

AutoCAD SHX Text

STORM MANHOLE RIM=669.39' INV. 12", SW=664.59' INV. 12", E=662.79'

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"SAN

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text

18"STM

AutoCAD SHX Text

12"STM

AutoCAD SHX Text STORM MANHOLE RIM=669.21' B/CHAMBER=659.31' T/WATER=664.41' INV. W, NE, SW=662.26'

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

4"WM

AutoCAD SHX Text

EX. SAN PER LPS PLANS

AutoCAD SHX Text

EX. STORM PER LPS PLANS

AutoCAD SHX Text

4"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

6"SAN

AutoCAD SHX Text

2 OF 2 SHEETS

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text 26-00812

AutoCAD SHX Text

PROJECT NO;

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

BY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text PREPARED FOR: LIVONIA PUBLIC SCHOOLS 10218 ARTHUR STREET, LIVONIA, MICHIGAN, PART OF SECTION 32, TOWN 1 SOUTH, RANGE 9 EAST

AutoCAD SHX Text PRIOR TO CONSTRUCTION ALL LOCATIONS AND DEPTHS OF EXITING UTILITIES SHALL BE VERIFIED IN THE FIELD. CALL MISS DIG 3 WORKING DAYS PRIOR TO CONSTRUCTION.

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ATS 06/04/26

AutoCAD SHX Text

GST/RDM 06/04/26

AutoCAD SHX Text

JUNE 4, 2026

AutoCAD SHX Text 06.05.26

AutoCAD SHX Text

AutoCAD SHX Text

RDM

REVISE WATER MAIN, SAN, SEWER PER LPS PLANS

NO CONSTRUCTION TRAFFIC

ON EXISTING INFIELD

APPROXIMATE LIMITS OF

CONSTRUCTION (TYP.)

APPROXIMATE LIMITS OF

CONSTRUCTION (TYP.)

APPROXIMATE LIMITS OF

CONSTRUCTION (TYP.)

APPROXIMATE LIMITS OF

CONSTRUCTION (TYP.)

LEGEND

EXISTING PROPOSED

.2

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

ASPHALT (2 LIFTS)

OVER EXISTING AGGREGATE BASE

ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

SYNTHETIC TURF

STORM DRAIN

FLAT DRAIN

POURED IN PLACE RUBBER OVER

COMPACTED AGGREGATE

IRRIGATION

PROPERTY

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

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

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

DEMOLITION LEGEND:

SALVAGE, STOCKPILE AND RESTORE EXISTING GRAVEL SURFACE FOR PIPE TRENCHING.

REFER TO SHEET L1.04

REMOVE AND REPLACE EXISTING CONCRETE COLLAR.

TEMPORARY SILT SACK INLET FILTER IN EXISTING STRUCTURE.

REMOVE EXISTING VAULT BOXES AND REPLACE WITH 6" CONCRETE DOWELED INTO

REMOVE EXISTING ASPHALT TO EXISTING AGGREGATE BASE. EXISTING AGGREGATE BASE

SHALL BE SALVAGED FOR RE-USE WITH NEW PAVEMENT.

CLEAR AND GRUB TO LIMITS SHOWN. STRIP LAWN AND TOPSOIL AND DISPOSE OFFSITE.

EXCAVATE SUBGRADE AND GRADE AS REQUIRED IN PREPARATION FOR PROPOSED IMPROVEMENTS.

REMOVE EXISTING BASKETBALL HOOPS AND FOOTINGS COMPLETE.

4 TEMPORARY SILT FENCING.

NOTES

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

2. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK SHALL BE

COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

3. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, SYNTHETIC TURF, POURED-IN-PLACE RUBBER SURFACE OR CONCRETE.

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 ANY AREAS DEEMED DISTURBED BY THE

LANDSCAPE ARCHITECT.

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

MATERIAL AS NOTED, AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

4. THE CONTRACTOR SHALL CONDUCT REGULAR CLEANING OF EXISTING SURFACES AND STREETS DURING

CONSTRUCTION.

DEMOLITION NOTES:

1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY IN THE FIELD, THE EXACT HORIZONTAL AND VERTICAL

LOCATION OF ALL UTILITIES SHOWN, REFERENCED OR MARKED IN THE FIELD. CONTRACTOR TO REPORT ANY

CONFLICTS IN THE FIELD TO THE OWNER'S REPRESENTATIVE. CONTRACTOR'S METHODS FOR UTILITY LOCATING

SHALL AT A MINIMUM INCLUDE UTILIZING A PUBLIC AND PRIVATE UTILITY LOCATING COMPANY, HYDRO

EXCAVATION, SOFT DIG OR POT HOLING AS REQUIRED.

EXISTING / RECORD UTILITIES NOTE

SCALE: 1"=30'

0 15 30 60

N O

R T H

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

DEMOLITION

PLAN

L1.00

AutoCAD SHX Text

PARCEL ID:

AutoCAD SHX Text #125 01 0450 000

AutoCAD SHX Text

OWNER OF RECORD:

AutoCAD SHX Text

LIVONIA PUBLIC SCHOOLS

AutoCAD SHX Text

GARFIELD ELEMENTARY

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

4"WM

AutoCAD SHX Text

EX. STORM PER LPS PLANS

AutoCAD SHX Text

4"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

4"SAN

8 DT

6' CONCRETE SIDEWALK

PROPOSED DECIDUOUS TREES

SEE SHEET L1.05

9' ASPHALT TRACK

SYNTHETIC TURF

SYNTHETIC TURF

SYNTHETIC TURF

POURED IN PLACE

RUBBER SURFACING

PROPOSED DECIDUOUS TREES

SEE SHEET L1.05

6"X 12" REINFORCED

CONCRETE CURBING (TYP.)

6"X 12" REINFORCED

CONCRETE CURBING (TYP.)

B

D

D

D

B

C

C

C

C

F

E

H G

I

J

K

L

M

P

N

O

NEW ASPHALT

PAVEMENT

A

Q

Q

LAWN

RESTORATION (TYP.)

N O

R T H

SCALE: 1"=20'

0 10 20 40

LEGEND

EXISTING PROPOSED

.2

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

ASPHALT (2 LIFTS)

OVER EXISTING AGGREGATE BASE

ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

SYNTHETIC TURF

STORM DRAIN

FLAT DRAIN

POURED IN PLACE RUBBER OVER

COMPACTED AGGREGATE

IRRIGATION

PROPERTY

SANITARY

GAS

DRAINAGE SWALE

TOPSOIL AND SEED

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

NON-REINFORCED CONCRETE

OVER COMPACTED SAND BASE

NOTES

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

2. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK SHALL BE

COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE

STRUCTURES.

3. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, SYNTHETIC TURF, POURED-IN-PLACE RUBBER SURFACE OR CONCRETE.

EQUIPMENT SCHEDULE

ITEM BASIS OF DESIGN MANUFACTURER MODEL QUANTITY NOTES

FURNISH / INSTALLATION

RESPONSIBILITY

A COMBO SHADE / BENCH BURKE "SHADEPLAY MAX" (1) 8' X 12' BY OWNER

B SHADEPLAY MAX PYRAMID SHADE BURKE MODEL# 560-2750 (2) 12' X 12' BY OWNER

C DOUBLE SIDED BENCH SUPERIOR RECREATIONAL PRODUCTS MODEL# B6WBRCD4-4S (4) BY OWNER

D ADA PEDESTAL TABLE BURKE

MODEL# ADA PEDESTAL

TABLE

(3) BY OWNER

E 2-PERSON AIR WALKER GREENFIELDS OUTDOOR FITNESS MODEL# SGR023 (1) BY OWNER

F ROWING MACHINE GREENFIELDS OUTDOOR FITNESS MODEL# SGR091 (1) BY OWNER

G 2-PERSON ACCESSIBLE CHEST PRESS GREENFIELDS OUTDOOR FITNESS MODEL# SGR048AW BY OWNER

H HAND BIKE GREENFIELDS OUTDOOR FITNESS MODEL# UBX287 (1) BY OWNER

I FUNNEL BALL BURKE MODEL# 590-0180 (1) BY OWNER

J 4-PERSON LOWER BODY COMBO GREENFIELDS OUTDOOR FITNESS MODEL# SGR021 (1) BY OWNER

K ELLIPTICAL CROSS TRAINER GREENFIELDS OUTDOOR FITNESS MODEL# SHP503 (1) BY OWNER

L 4-PERSON LEG PRESS GREENFIELDS OUTDOOR FITNESS MODEL# SGR104 (1) BY OWNER

M 2-PERSON CROSS-COUNTRY SKI GREENFIELDS OUTDOOR FITNESS MODEL# SGR026 (1) BY OWNER

N ASSISTED BALANCE WALK GREENFIELDS OUTDOOR FITNESS MODEL# SGR044 (1) BY OWNER

O RECUMBENT BIKE GREENFIELDS OUTDOOR FITNESS MODEL# UBX249 (2) BY OWNER

P CIRRUS® SWING BURKE MODEL# 550-0225 (2) BY OWNER

Q ANNOUNCEMENT SIGN GREENFIELDS OUTDOOR FITNESS MODEL# SGR105 (1)

FIELD VERIFY INSTALLATION

LOCATION

BY OWNER

Q BASKETBALL HOOP MODEL# UBX249 (2) INCLUDES POLE PADDING BY CONTRACTOR

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

SITE PLAN

L1.01

8 DT

LD1.01

LD1.01

58'

O

O

111'-6" O/O

17'-9" O/O

147'-3"

R ' (T

Y P

29' 29'

LD1.01

LD1.01

LD1.01

LD1.01

LD1.01

N O

R T H

SCALE: 1"=20'

0 10 20 40

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

DIMENSION AND

LAYOUT PLAN

L1.02

BLEND TO EXISTING GRADE

BLEND TO EXISTING GRADE

BLEND TO EXISTING GRADE

TW 670.75

TW 670.75

TW 670.71 TW 670.71

TW 670.71

TW 670.71

TW 670.75

TW 670.71

TW 670.75

TW 670.75

TW 670.00

TW 669.95

TW 669.95

TW 670.00

TW 669.95

TW 670.00

TW 670.00

TW 670.00

TW 669.95

ME± 670.03

ME± 670.10

ME± 670.50

ME± 670.50

TW 670.36 TW 670.36

TW 670.36

670.36

TW 670.36

TW 670.36

ME± 670.97

ME± 671.00

TW 669.70

TW 669.73

.2

.0

.7

.5

.2

670.50

670.00

670.25

N O

R T H

SCALE: 1"=20'

0 10 20 40

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

GRADING PLAN

L1.03

SCALE: 1"=30'

0 15 30 60

N O

R T H

UTILITY KEY LEGEND:

NEW 6" PERFORATED, DUAL WALL HDPE, CORRUGATED DRAINTILE

COLLECTOR W/PEASTONE BACKFILL @ 0.5% SLOPE, SPACED AS

NOTED. CONTRACTOR TO FIELD VERIFY AND COORDINATE PLACEMENT

OF EQUIPMENT & SITE AMENITIES TO AVOID CONFLICTS.

FIELD CONNECT 6" PERFORATED COLLECTOR PIPE TO 6" SOLID STORM

PIPE. PROVIDE WATER-TIGHT FITTINGS AT ALL CONNECTIONS

3 NEW 6" SOLID, DUAL WALL HDPE PIPE @ 0.55% SLOPE

4 45° HDPE FITTING

LD1.01

PR. 6" IE = 665.30

I.E.=667.56

I.E.=667.73

I.E.=667.73

I.E.=667.48

8" I.E. SW=668.16

8" I.E. NE=668.16

I.E.=667.32

I.E.=667.76

I.

E

I.

E

I.E.=667.66

I.

E

I.

E

I.

E

I.E.=667.56

I.E.=667.46

I.E.=667.36

LD1.01

L D

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.

COPYRIGHT 2026.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

DRAINAGE & UTILITY PLAN

L1.04

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text 0.0'

AutoCAD SHX Text 0.1'

AutoCAD SHX Text

6"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

8"STM

AutoCAD SHX Text

6"WM

AutoCAD SHX Text

4"WM

AutoCAD SHX Text

EX. STORM PER LPS PLANS

AutoCAD SHX Text

4"STM

AutoCAD SHX Text

8"STM

4"SAN

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

(3) FREEMAN RED MAPLE, 2.5" CAL.

(3) FREEMAN RED MAPLE, 2.5" CAL.

(3) FREEMAN RED MAPLE, 2.5" CAL.

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

TOPSOIL & SEED RESTORATION (TYP.)

REFER TO DETAIL #2 THIS PAGE

L1.05

L1.05

42' (TYP.)

N O

R T H

SCALE: 1"=20'

0 10 20 40

GENERAL LANDSCAPE NOTES:

1. SEE EXTERIOR PLANTS SPECIFICATION (32 9300) FOR ADDITIONAL PLANTING AND

LANDSCAPE REQUIREMENTS.

2. ALL PAVEMENT, UTILITIES, UNDERDRAINAGE, AND ROUGH GRADING SHALL BE

COMPLETED AS SPECIFIED PRIOR TO INSTALLATION OF ANY PLANTING MATERIALS

(PLANTING SOIL, PLANT MATERIAL, MULCH, SEED, ETC.)

3. ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF

NURSERYMEN LANDSCAPE STANDARDS.

4. ALL PLANTS SHALL BE PLANTED AT THE SAME RELATIONSHIP TO FINISHED GRADE AS

THE PLANTS ORIGINAL GRADE BEFORE DIGGING.

5. THE BURLAP AND WIRE BASKETS FOR BALLED AND BURLAPED MATERIAL SHALL BE

REMOVED FROM THE TOP 1/3 OF THE ROOT BALL PRIOR TO FINISHING THE BACKFILLING

OF THE PLANT PIT.

6. SPACING OF PLANT MATERIALS SHALL BE AS SHOWN AND NOTED ON PLANS.

7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE

48 HRS. IN ADVANCE OF PLANTING TO REVIEW THE FINAL PLACEMENT OF PLANT

MATERIAL BEFORE INSTALLATION. LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS AFTER PLANTING TO

ACCOMMODATE SITE CONDITIONS AND DESIGN INTENT IF NEEDED.

8. ALL PLANT MATERIAL SHALL CONFORM TO THE PLANT SCHEDULE. SIZES SHALL BE THE

MINIMUM STATED ON THE PLANT LIST OR LARGER. ALL MEASUREMENTS SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE "AAN STANDARDS FOR NURSERY

STOCK".

9. ALL REQUESTS BY THE CONTRACTOR FOR PLANT SUBSTITUTIONS FOR SIZE AND/OR

SPECIES MUST BE COMMUNICATED IN WRITING TO THE LANDSCAPE ARCHITECT OR

OWNER'S REPRESENTATIVE FOR APPROVAL. PLANT SUBSTITUTIONS WITHOUT PRIOR

APPROVAL WILL BE REJECTED.

10. ALL PLANT MATERIAL SHALL BE INSPECTED BY THE LANDSCAPE ARCHITECT UPON

ARRIVAL. ANY PLANTS NOT ACCEPTABLE WILL BE REJECTED.

11. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE

WITH A COPY OF THE INVOICE OR DELIVERY SLIP/TICKET SHOWING PROOF OF PLANT

MATERIAL PURCHASE.

12. IF FOR ANY REASON BALLED AND BURLAPPED MATERIALS, OR CONTAINER GROWN

STOCK, NEED TO BE STORED ON SITE LONGER THAN A 24-HOUR PERIOD, THEIR ROOT

BALLS SHALL BE PROTECTED AND HEALED-IN WITH SOIL AND MULCH IN A TRENCH. ALL

PLANTS SHALL BE THOROUGHLY WATERED EACH DAY THEY ARE STORED ON SITE.

ANY PLANTS ALLOWED TO DRY-OUT AS DETERMINED BY THE LANDSCAPE ARCHITECT

WILL BE REJECTED.

13. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING IS COMPLETED.

14. TO AVOID SOIL COMPACTION, NO HEAVY MACHINERY SHALL BE ALLOWED WITHIN THE

LIMITS OF THE PLANTING BED AREAS AFTER PLANTING SOIL/MIX HAS BEEN BACKFILLED

TO THE PROPER DEPTH.

15. PLANTING FOR ALL DECIDUOUS AND EVERGREEN PLANT MATERIAL SHALL FOLLOW THE

DATES AND PLANTING RESTRICTIONS IDENTIFIED IN THE SPECIFICATIONS, UNLESS

APPROVED OTHERWISE BY OWNER'S REPRESENTATIVE. PROPOSED PLANT MATERIAL

PLANTINGS OUTSIDE OF THE SPECIFIED TIME FRAMES SHALL BE APPROVED IN WRITING

BY THE OWNER AND LANDSCAPE ARCHITECT.

16. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE INDICATED ON

THE PLANS AND SPECIFICATIONS. ALL GUYS AND STAKES MUST BE LOCATED WITHIN

EACH TREES MULCHED BED TO ELIMINATE THE POSSIBILITY OF MOWER CONTACT AND

TO REDUCE MAINTENANCE.

17. CONTRACTOR SHALL ACCOUNT FOR WATERING AND MAINTENANCE FOR PLANT

MATERIAL IN THEIR BID FOR THE PERIOD OF TIME UNTIL PLANT ESTABLISHMENT, AND

OWNER ACCEPTANCE.

18. ANY REQUIRED OR OWNER REQUESTED IRRIGATION SYSTEM DESIGN AND

INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL SUBMIT SHOP DRAWINGS/DESIGN FOR REVIEW AND APPROVAL PRIOR TO

INSTALLATION.

GENERAL RESTORATION NOTES:

1. LANDSCAPE CONTRACTOR SHALL VISIT SITE TO INSPECT FIELD CONDITIONS AND

REVIEW PROPOSED LAWN AND PLANTING WORK.

2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ON-SITE UTILITIES PRIOR TO

CONSTRUCTION ON THE CONTRACTOR'S BEHALF. WORK SHALL INCLUDE ENLISTING THE

SERVICES OF A PRIVATE UTILITY LOCATOR AS REQUIRED.

3. IT IS CRITICAL AND MANDATORY THAT POSITIVE DRAINAGE IS PROVIDED AWAY FROM

ALL BUILDINGS OR STRUCTURES, UNLESS NOTED OTHERWISE.

4. ALL LAWN SEEDING RESTORATION AREAS SHOWN SHALL RECEIVE STRAW MULCH

BLANKET OVER SEEDED AREAS. HYDRO-SEEDING IS NOT PERMITTED.

5. ALL SEEDING RATES SHALL BE IDENTIFIED BY CONTRACTOR PER THE MANUFACTURER'S

WRITTEN RECOMMENDATIONS.

6. ANY CONSTRUCTION DISTURBANCE TO EXISTING LAWN AND LANDSCAPE AREAS

OUTSIDE OF THE APPROXIMATE LIMITS OF TOPSOIL AND SEED RESTORATION AREAS

INDICATED ON THE PLANS SHALL BE RESTORED WITH TOPSOIL AND SEED MIX AT NO

ADDITIONAL COST TO THE OWNER.

7. ALL LAWN RESTORATION SHALL BE IMPLEMENTED PER THE SEASONAL LIMITATIONS

TIMEFRAME IDENTIFIED IN THE SPECIFICATIONS, UNLESS APPROVED OTHERWISE BY

OWNER'S REPRESENTATIVE. PROPOSED LAWN RESTORATION OUTSIDE THE SPECIFIED

SEASONAL LIMITATIONS SHALL BE APPROVED IN WRITING BY THE OWNER AND

LANDSCAPE ARCHITECT.

8. CONTRACTOR SHALL ACCOUNT FOR WATERING AND MAINTENANCE FOR LAWN

RESTORATION IN THEIR BID FOR THE PERIOD OF TIME UNTIL LAWN ESTABLISHMENT, AND

OWNER ACCEPTANCE.

NOTES:

1. GUY ALL TREES 3" CAL. AND OVER

STAKE TREES UNDER 3" CAL.

2. SET STAKES VERTICAL AND AT

SAME HEIGHT

3. PRUNE TO THIN AND SHAPE TREE

CANOPY AS SPECIFIED

GUYS AT 60°

ANGLE

DECIDUOUS TREE PLANTING

N.T.S.

STAKES TO BE SET 2/3

UP TREE OR ABOVE

FIRST BRANCH

GUYING CABLE (3)

GUYS PER TREE

TURNBUCKLE

TREE WRAP UP 3'

FROM BASE

4" DOUBLE SHREDDED

HARDWOOD BARK MULCH

SET CROWN OF ROOT

BALL AT FINISH GRADE

MOUND TO FORM SAUCER

UNDISTURBED SUBGRADE

PLANTING SOIL MIXTURE

AS SPECIFIED

SCARIFY TO 4" DEPTH AND

RECOMPACT

STAKES TO EXTEND

BELOW TREE PIT IN

UNDISTURBED GROUND

2"X4" ANCHOR

STAKE DRIVEN

BELOW FINISH

GRADE

12" MIN.

REMOVE BURLAP

FROM TOP 1/3 OF

ROOT BALL

INSTALL GRASS SEED AND

MAINTAIN UNTIL ESTABLISHMENT

& FINAL ACCEPTANCE

LAWN PLANTING DETAIL

N.T.S.

TOPSOIL - PLACE TO FULL DEPTH

AND LIGHTLY COMPACT (TO

75-80%) PRIOR PLANTING (DO

NOT EXCEED 80%)

LOOSELY WORK FIRST 3" OF

PLACED TOPSOIL INTO TILLED

SUBGRADE

EXISTING SUBGRADE

TILL SUBGRADE TO 6" DEPTH AND

LEAVE UNCOMPACTED PRIOR TO

BACKFILLING WITH PLANTING SOILS

M

IN

T Y

P

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

LANDSCAPE PLAN

L1.05

144'-8"

205'-3"

58'

147'-3"

17'-9" O/O

111'-6" O/O 9'

9'

O

O

R ' (T

Y P

L1.06

L1.06

L1.06

L1.06

L1.06

R ' (T

Y P

R

R

N O

R T H

SCALE: 1"=20'

0 10 20 40

6'

UNDISTURBED

SUBGRADE

4" MDOT

CLASS II SAND

CONCRETE WITH LIGHT

BROOM FINISH.

SAWCUT CONTROL

JOINTS EQUALLY

CONCRETE DETAIL

SCALE 1"=1'-0"

TACK

1-1/2" WEARING COURSE

1-1/2" LEVELING COURSE

6" 21-AA LIMESTONE

AGGREGATE BASE

REGRADE AND COMPACT

EXISTING SUBGRADE

3" ASPHALT PAVEMENT

WALKING TRACK SCALE 1"=1'-0"

TACK

1-1/2" WEARING COURSE

1-1/2" LEVELING COURSE

EXISTING STONE

BASE, REFER TO

GEOTECH REPORT

3" ASPHALT PAVEMENT

BASKETBALL SCALE 1"=1'-0"

PAVING LEGEND

ASPHALT (2 LIFTS)

OVER 21AA LIMESTONE BASE

NON REINFORCED CONCRETE

OVER COMPACTED SAND BASE

ASPHALT (2 LIFTS)

OVER EXISTING AGGREGATE BASE

PROPOSED SURFACING

COLOR LEGEND

GREEN SYNTHETIC TURF

BLUE P.I.P. RUBBER

MEDIUM GRAY P.I.P. RUBBER

SCHEMATIC COLOR LAYOUT

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.

COPYRIGHT 2026.

SHEET TITLE

OWNER

PROJECT

ISSUED

REVISIONS

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

PAVING AND

SURFACE PLAN

L1.06

1.25" DUAL-FIBER

PLAYGROUND TURF

FINES LAYER (1" MAX.)

FREE DRAINING

AGGREGATE BASE

GEOTEXTILE

FILTER FABRIC

UNDISTURBED

SUBGRADE

SYNTHETIC TURF SECTION

SCALE 1"=1'-0"

SLOPE SUBGRADE

TO DRAIN TOWARD

NEARES DRAINTILE

BASKETBALL GOAL DETAIL

SCALE 1/4"=1'-0"

R

6'

CONCRETE FOOTING SIZES

SHOWN REFLECT THE MIN.

FOOTING SIZE, REFER TO

MANUFACTURER'S

RECOMMENDATIONS

5 1/2" O.D.

GALVANIZED PIPE

12 GAUGE, POWDER COATED,

42" X 60" STEEL BACKBOARD

FIXED GOAL W/DOUBLE

STEEL RIM

NEW ASPHALT

PAVEMENT

2'

LAWN

TYPICAL 6" DIA. DRAINTILE SECTION

N.T.S.

EXISTING

SUBGRADE

3X PIPE DIA.

(TYP.)

M

IN

C O

V E R

SPACING VARIES

FREE-DRAINING

AGGREGATE (TYP.),

DEPTH VARIES

6" DIA. PERFORATED,

DUAL WALL HDPE

DRAINTILE (TYP.)

GEOTEXTILE FABRIC

WRAP SURROUNDING

DRAINAGE STONE (TYP.)

RUBBERIZED PLAYGROUND

SAFETY SURFACE AND

BASE MATERIAL

CONTRACTOR TO FILL OR CUT TO

ESTABLISH SUBGRADE FINISH

ELEVATION AT REQUIRED DEPTH

BELOW SURFACE, SEE GRADING PLAN

I.

E

E L E V

A T

IO

N

P E R

P L A

N

T Y

P

M

IN

1" MAX. DEPTH

FINISHING STONE

AGGREGATE

DRAINAGE LAYER

UNDISTURBED

SUBGRADE

SBR CUSHION LAYER -

3/4" MIN. THICKNESS

EPDM WEAR COURSE - 1/2"

MINIMUM THICKNESS

SLOPE SUBGRADE TOWARD

UNDERDRAIN (TYP.)

GEOTEXTILE FILTER

FABRIC

RUBBERIZED SURFACE DETAIL

SCALE 3/4"=1'-0"

TURF SECTION

ASPHALT/ CTA/ SYNTHETIC TURF SCALE 3/4"=1'-0"

6" PERF. PERIMETER

TILE (CONNECT TO

CATCH BASINS)

TOP OF TRENCH VARIES

GEOTEXTILE

FABRIC

SLOPE

TO DRAIN

1" MAX DEPTH

FINISHING STONE

C

VARIES SEE PLAN

6"

REGRADE AND COMPACT

EXISTING SUBGRADE

6" 21AA CRUSHED LIMESTONE

1-1/2" LEVELING COURSE

1-1/2" WEARING COURSE

TACK

SYNTHETIC TURF AND PADDING

FREE-DRAINING

AGGREGATE

6" X 12" CONCRETE EDGE

W/ 2-#4 REBAR 3" CLEAR

SEE DETAIL #7, THIS SHEET

CONCRETE TURF ANCHOR

CONC. CURBING SCALE 3"=1'-0"

SYNTHETIC TURF

PLAYGROUND

SURFACE

FINES LAYER (1" MAX.)

AGGREGATE

DRAINAGE LAYER

2"X4" PRESSURE

TREATED NAILER

SECURED TO CONC.

WITH

" X 4" ANCHOR.

INSTALL ANCHOR 2"

FROM BOARD ENDS

AND MAX. 24" O.C.

CONCRETE TURF

ANCHOR

UNDISTURBED

SUBGRADE

RUBBERIZED SURFACE SECTION

RUBBERIZED SURFACE/ CTA / ASPHALT SCALE 3/4"=1'-0"

6" PERF. DUAL WALL

COLLECTOR PIPE

TOP OF TRENCH VARIES

GEOTEXTILE

FABRIC

SLOPE

TO DRAIN

1" MAX DEPTH

FINISHING STONE

C

VARIES SEE PLAN

6" X 12" CONCRETE EDGE

W/ 2-#4 REBAR 3" CLEAR

6"

REGRADE AND COMPACT

EXISTING SUBGRADE

6" 21AA CRUSHED LIMESTONE

1-1/2" LEVELING COURSE

1-1/2" WEARING COURSE

TACK

M

IN

3/4" SBR CUSHION LAYER

EPDM WEAR COURSE - 1/2"

MINIMUM THICKNESS

AGGREGATE

DRAINAGE LAYER

PLAYGROUND

SYNTHETIC TURF

POURED-IN-PLACE

SYNTHETIC TURF ATTACHMENT

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

GEOTEXTILE FABRIC

FREE-DRAINING

AGGREGATE BASE

1/2" EPDM POURED-IN-PLACE

RUBBER WEAR COURSE

3/4" SBR RUBBER

BASE LAYER

4" MIN.

OVERLAP

4" POURED-IN-PLACE STEP,

TURF GLUED TO STEP

COMPACTED

SUBGRADE

PLAYGROUND

POST FOUNDATION

PIP SURFACE SCALE 3/8"=1'-0"

CONCRETE FOOTING

AS PER MANUF.

RECOMMENDATION

UNDISTURBED

SUBGRADE

RUBBERIZED PLAY

SURFACE. SURFACE

THICKNESS TO

ACCOMMODATE

SPECIFIED EQUIPMENT

M

IN

AGGREGATE

DRAINAGE LAYER

DIAMETER OF CONCRETE

FOUNDATION MAY VARY

DEPENDING UPON SOIL CONDITIONS

AND MANUFACTURER

RECOMMENDATIONS

2'

CONCRETE COLLAR DETAIL

SCALE 3/8"=1'-0"

6'

2' LONG, #4 REBAR (TYP.)

W1.4 MESH (TYP.)

SEAL ASPHALT SAWCUT

OVERCUTS AS REQUIRED BY

INSTALLATION METHOD

ASSUMED CASTING,

VERIFY AND ADJUST AS

NOTED ON PLANS

W1.4 MESH (TYP.)

FINISH GRADE

CONCRETE COLLAR 8"

CONCRETE PAVEMENT

CONCRETE

JOINT (TYP.)

ASPHALT

PAVEMENT

NOTE:

REMOVE EXISTING CASTING, COVER,

AND ADJUSTMENT BLOCKS/BRICKS

AND/OR CONCRETE GRADE RINGS

FROM DRAINAGE STRUCTURE.

PROVIDE NEW ADJUSTMENT

BLOCKS/BRICKS AND/OR CONCRETE

GRADE RINGS. RE-SET EXISTING

CASTING AND COVER PER PLANS TO

MATCH EXISTING RIM ELEVATION.

PROTECT EXISTING UTILITY

STRUCTURE TO REMAIN

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

10/01/26 BID SET

10/01/2026

GARFIELD COMMUNITY

SCHOOL

2026 THRIVE FITNESS TRACK

FDI PROJECT NO. 26012

LIVONIA PUBLIC SCHOOLS

15125 FARMINGTON ROAD

LIVONIA, MI 48154

JH MDS

AS SHOWN

LD1.01

SITE DETAILS

AutoCAD SHX Text