20250912_IssuedForBid_Plans_rfs.pdf

PDF 16 MB Posted Sep 16, 2025

Attached to: Bauervic Woods Park Green Infrastructure Improvements
Solicitation number: 25-059
Issued by: Oakland County, Michigan

About this file

Written by GovTribe AI · Sep 16, 2025

This document is a comprehensive set of landscape and infrastructure design plans for the Bauervic Woods Rain-Garden/Bioswale project, developed by the Southeastern Michigan Council of Governments (SEMCOG) Green Stormwater Infrastructure Program for the City of Southfield. The project involves grading, planting, and stormwater management improvements across five landscape sheets (L-1 through L-5), with detailed planting and grading plans for a park area. The design includes layered planting strategies, native seed mixes, erosion control measures, and specific techniques for woodland edge restoration. Key dates include a review on 6/27/2025, final owner review on 7/28/2025, and bidding scheduled for 9/12/2025.

The project site encompasses approximately 5.3 acres with soil compositions primarily of Granby loamy sand (65.5%), Tedrow loamy sand (4.6%), and Tedrow-Urban land complex (29.9%). The design emphasizes green infrastructure techniques, including rain gardens, bioswales, and native plantings to manage stormwater runoff. Specific design elements include cobble spillways, pathway transitions, and careful consideration of existing woodland edges with notes on preventing Oak Wilt during grading. The plans include detailed plant schedules with multiple seed and planting mixes, focusing on wet mesic prairie and native species. The project appears to be funded through a municipal infrastructure improvement program, with careful attention to soil erosion and sedimentation control.

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G1 Grading Plan Blowup: 1" = 10' @ 24"x36"

L-1

See Blowup of Plans

KT + SGR

LEGEND

P1 Planting Plan Blowup: 1" = 10' @ 24"x36"

Layered Planting Staging Procedure

NOTES

6/27/2025 Review

G R

A D

A N

D P

L A

N T

Plug/Perennial Planting

Shrub/Woody Planting

Lawn Seed Mix

Erosion Control Seed Mix

R O

V E

M E

N T S

G R

E E

N I

N F

R A

S U

T R

C T

U R

U E

R V

O O

D S P

L-1

Sheet Key

L-2

L-3

L-4

L-5

Key not to scale

PLANT SCHEDULE - Plant quantities reflect totals across sheets L-1 through L-5

Any disturbed area outside of planting areas shall be seeded with lawn seed.4.

See reference sheets for additional topographic and utility information. 3.

Care should be taken to prevent Oak Wilt. This includes ensuring minimal damage is done to the roots of woodland trees during grading. 2.

All rain garden and upland planting beds to be mulched with shredded, undyed, hardwood bark mulch.1.

804 Cobble spillway

Existing walkway Existing Forest Edge

Proposed contours

Proposed planting

Proposed native seeding basin rim elevation Change to existing catch

Sheet L-1

See Detail 1 on

Proposed Planting

Sheet L-1 pathway - see Detail 1

Fill over existing

Wood chips + Excess

N-12 PIPE

Approximate Limits of Grading needed

Sunny Lawn seed as needed

Shady Lawn seed as

ARK #302

CH TIE IN

ACE OF PP

661.46

661.83

661.87

661.91

661.98

Woods Edge

662.04

662.07

662.09

662.15

662.23

662.25

Woods Edge

662.25

662.26

662.28

662.29

662.32

662.34

' Htg. Fence

662.37

UUtility Pole

662.38

' Htg. Fence

662.39

662.40

662.43

662.44757

662.45

662.47

662.48764

662.49

662.50

' Htg. Fence

662.50

ST CB

662.54

Woods Edge

662.55

662.63

662.65

662.69

662.71

662.75

BOLLARD

662.79

' Htg. Fence

662.83

Woods Edge

662.84

662.89

662.96

BOLLARD

662.96

Bench Mark Elevation -

662.98

663.01

663.08

Fire Hydrant

663.09

Woods Edge

663.10

663.15

BOLLARD

663.16

Sign

663.18

663.22

663.29

Woods Edge

663.30

663.37

663.38

CL TRAIL

663.40

663.43

CL TRAIL

Sign

663.46

663.49

Control Point #

663.54

663.55

663.60

Woods Edge

663.64

Gate Valve & Well

663.70

663.80

664.05

664.13

CL TRAIL

664.19802

664.21

664.25

SHEET L-1

BLOWUPS G1 and P1 on

BLOWUPS G1 and P1 on SHEET L-1

SHEET L-2

BLOWUPS G2 and P2 on

Ave Fraz er

P re s c o tt S t

BEFORE YOU DIG

CALL MISS DIG

800-482-7171

(TOLL FREE)

72 HOURS

of all underground utilities prior to any work.

CONTRACTOR is responsible to field verify location

InSite Design Studio, Inc.

48105

Ann Arbor, Michigan

412 Longshore Drive

P ro je c t:

Fax: 734.668.2525

Phone: 734.995.4194

Issued for:

Scale:

Drawn by:

T it le

Sheet:

Date:

North

661.90 LP

661.50

PIPE DURING GRADING

EXPOSE EXISTING PVC

DO NOT FURTHER

SWALE/DITCH

EXISTING

SWALE INTO

PROPOSED

GRADE

BOLLARDS

SIGNS, AND

HYDRANT + LINES,

PROTECT EXISTING

STRUCTURE INFORMATION

SEE REFERENCE SHEETS FOR ADDITIONAL

LOWER EX CB RIM TO 662.00 -

L-2 1 Cobble Spillway

BENCHMARK #302

SET BENCH TIE IN

EAST FACE OF PP

661.46

661.83

661.87

661.91

661.98

Woods Edge

662.04

662.07

662.09

662.15

662.23

662.25

Woods Edge

662.25

662.26

662.28

662.29

662.32

662.34

' Htg. Fence

662.37

UUtility Pole

662.38

' Htg. Fence

662.39

662.40

662.43

662.44757

662.45

662.47

662.48764

662.49

662.50

' Htg. Fence

662.50

ST CB

662.54

Woods Edge

662.55

662.63

662.65

662.69

662.71

662.75

BOLLARD

662.79

' Htg. Fence

662.83

Woods Edge

662.84

662.89

662.96

BOLLARD

662.96

Bench Mark Elevation -

662.98

663.01

663.08

Fire Hydrant

663.09

Woods Edge

663.10

663.15

BOLLARD

663.16

Sign

663.18

663.22

663.29

Woods Edge

663.30

663.37

663.38

CL TRAIL

663.40

663.43

CL TRAIL

Sign

663.46

663.49

Control Point #

663.54

663.55

663.60

Woods Edge

663.64

Gate Valve & Well

663.70

663.80

664.05

664.13

CL TRAIL

664.19802

664.21

664.25

SHEET L-1

BLOWUPS G1 and P1 on

BLOWUPS G1 and P1 on SHEET L-1

SHEET L-2

BLOWUPS G2 and P2 on

Ave Fraz er

P re s c o tt S t

LAYER

FILLER

LAYER

GROUPED

STEP 4: FILLER LAYER

them in the planting.

lower density of certain species while still including aggressive spread, larger plant sizes, or to maintain a schedule, typically at wider intervals to allow for mix’s area. Space these plants according to the plant The Filler Layer fills the remaining spaces within the

LAYERED PLANTING STAGING PROCEDURE

plans or as described in the plant schedule.

within this layer are to be spaced as shown in the species that provide structure to the planting. Species The Accent Layer is comprised of taller, 'architectural'

ACCENT LAYER

STEP 2: GROUPED LAYER

defined in the plant schedule.

planting area, with the number of plants per group schedule. Distribute these groups evenly across the species should be spaced as specified in the plant clusters for visual impact. Within each group, individual The Grouped Layer features showy species arranged in

STEP 3: GROUNDCOVER LAYER

LAYER

GROUNDCOVER

across the area according to the plant schedule.

backbone of the mix. Space these plants evenly grasses, sedges, and groundcovers, is the functional The Groundcover Layer, typically composed of

STEP 1: ACCENT LAYER

Existing subgrade

Plug/container

3. All perennial and groundcover planting beds to be covered in mulch.

Remove container. Set stock at finished grade.2.

See specifications for all material requirements.1.

NOTES:

between plug and surrounding soil

If using drill, ensure contact

Finish grade m in

Integration zone

Mulch

Planting Mix: Existing topsoil

Finish grade

Existing subgrade

Shrub, vine, or perennial

Prune dead wood and broken or diseased twigs.6.

Container system to be kept moist prior to, during, and after planting.5.

Hole dug for container stock shall be large enough to gently work topsoil around all sides of plant.4.

Spacing per plan.3.

Remove container. Set stock at finished grade.2.

See specifications for all material requirements.1.

NOTES:

Planting Mix: Existing Topsoil

Mulch

Integration zone

661.50

13 pa + 15 em + 15 gm + 15 hv + 15 tc MIX 2: 13 cb + 13 cl + 13 cw + 13 os + cc + 15 cg MIX 1: 15 cb + 15

MIX 1: 15 cb + 15 cc + 15 cg

MIX 2: 9 ar

+ 15 hv + 15 tc 15 em + 15 gm 12 os + 12 pa + 12 cl + 12 cw + MIX 2: 12 cb +

7 ar

MIX 2:

MIX 2: 7 ar

20 iv (MIX 1 + MIX 2)

1 + MIX 2)

13 iv (MIX

MIX 2: 1 LB

MIX 2: 3 CS

-- Space as outlined in plant schedule -- # of plants per group outlined in plant schedule

-- Stage accent plants as shown in the planting plan

L-1

Planting typ.

Shrub/Woody

Planting typ.

Plug/Herbaceous

Staging Approach typ.

Layered Planting

9/12/2025 Bidding 7/28/2025 Final Owner Review

L-2

See Blowup of Plans

KT + SGR

P2 Planting Plan Blowup: 1" = 10' @ 24"x36"

Woods Pathway Transition

G R

A D

D P

L A

N T

6/27/2025

LEGEND

804 Cobble spillway

Existing walkway Existing Forest Edge

Proposed contours

Proposed planting

Proposed native seeding basin rim elevation Change to existing catch

Sheet L-1

See Detail 1 on

Proposed Planting

NOTES

Lawn Seed Mix

R O

V E

M E

N T S

G R

E E

N I

N F

R A

S U

T R

C T

U E

R V

O O

D S P

L-2

L-3

L-4

L-5

Sheet Key

Key not to scale

Cobble Spillway

Sheet L-1 pathway - see Detail 1

Fill over existing

Wood chips + Excess

N-12 PIPE

seed.

4.Any disturbed area outside of planting areas shall be seeded with lawn

3.See reference sheets for additional topographic and utility information.

damage is done to the roots of woodland trees during grading.

2.Care should be taken to prevent Oak Wilt. This includes ensuring minimal undyed, hardwood bark mulch.

1. All rain garden and upland planting beds to be mulched with shredded, Approximate Limits of Grading needed

Sunny Lawn seed as needed

Shady Lawn seed as

7/28/2025

Owner Review

Final Owner Review

E X

C H

N C

661.26

ST CB

661.59

661.68

661.82

661.86

Woods Edge

661.92

662.12

662.18

ST CB

662.21

Woods Edge

662.23

662.28

662.34

662.40

662.43

Woods Edge

662.46

' Htg. Fence

662.49

662.54

662.57726

662.57

662.69715

662.70

662.72

662.78

' Htg. Fence

662.83

662.91

662.98

663.02

663.14

' Htg. Fence

663.16

663.21

663.23

663.25

663.31

663.32 ' Htg. Fence

663.34

' Htg. Fence

663.36

663.43

663.44

663.44699

663.46

663.51

ST CB

663.52

663.58

Control Point #

663.59

663.64

Water Shut off

663.65

663.70

663.75

663.79

663.84

CL TRAIL

663.85

Woods Edge

663.86

Woods Edge

663.96

UUtility Pole

663.96

Woods Edge

664.05

' Htg. Fence

664.21

664.25

664.34

Woods Edge

664.36

Woods Edge

664.40

' Htg. Fence

664.46

664.51

Water Shut off

664.86

' Htg. Fence

665.02

SHEET L-1

BLOWUPS G1 and P1 on

SHEET L-2

BLOWUPS G2 and P2 on

SHEET L-3

BLOWUPS G3 and P3 on

SHEET L-2

BLOWUPS G2 and P2 on

BEFORE YOU DIG

CALL MISS DIG

800-482-7171

(TOLL FREE)

72 HOURS

of all underground utilities prior to any work.

CONTRACTOR is responsible to field verify location

InSite Design Studio, Inc.

48105

Ann Arbor, Michigan

412 Longshore Drive

P ro je c t:

Fax: 734.668.2525

Phone: 734.995.4194

Issued for:

Scale:

Drawn by:

T it le

Sheet:

Date:

North

SUBGRADE

LAYERED OVER EXISTING TRAIL

EXCESS FILL FROM GRADING

EXISTING TRAIL

WALKWAY AND BASE

EXISTING ASPHALT

NON-WOVEN GEOTEXTILE FABRIC

21AA COMPACTED TO 95% PROC

6A COMPACTED TO 95% PROC TEST

NEEDED

CONSTRUCTION + OTHER AS

TREES REMOVED DURING

PROPOSED WOOD CHIPS FROM

8'-0" m in

MATCH EX

PROP: 664.17

EX: 663.84

AS SPECIFIED IN DETAIL 2 ON SHEET L-2

AND WOOD CHIPS ON EXISTING TRAIL

CONTINUE PLACEMENT OF EXCESS FILL

L-2

Transition Woods Pathway

E X

C H

N C

661.26

ST CB

661.59

661.68

661.82

661.86

Woods Edge

661.92

662.12

662.18

ST CB

662.21

Woods Edge

662.23

662.28

662.34

662.40

662.43

Woods Edge

662.46

' Htg. Fence

662.49

662.54

662.57726

662.57

662.69715

662.70

662.72

662.78

' Htg. Fence

662.83

662.91

662.98

663.02

663.14

' Htg. Fence

663.16

663.21

663.23

663.25

663.31

663.32 ' Htg. Fence

663.34

' Htg. Fence

663.36

663.43

663.44

663.44699

663.46

663.51

ST CB

663.52

663.58

Control Point #

663.59

663.64

Water Shut off

663.65

663.70

663.75

663.79

663.84

CL TRAIL

663.85

Woods Edge

663.86

Woods Edge

663.96

UUtility Pole

663.96

Woods Edge

664.05

' Htg. Fence

664.21

664.25

664.34

Woods Edge

664.36

Woods Edge

664.40

' Htg. Fence

664.46

664.51

Water Shut off

664.86

' Htg. Fence

665.02

SHEET L-2

BLOWUPS G2 and P2 on

SHEET L-3

BLOWUPS G3 and P3 on

SHEET L-2

BLOWUPS G2 and P2 on

MATCH EX

PROP: 664.17

EX: 663.84

Top of spillway

RAIN GARDEN

1" planting soil mix on clay berm

Bottom of rain garden zone, typ.

2" integration

Clay berm, typ.

Spillway elevation, typ.

Finish grade, typ.

4" Topsoil

RAIN GARDEN

A A

Water flow

Finish grade, typ.

~7"

Top of clay berm

Clay berm

B B'

Raingarden Ponding6"

Existing subgrade, typ.

Clay berm

~4"

2-4" native cobble, typ.

3. Clay berm to be composed of clay soil capable of maintaining integrity of berm when filled with water.

2. Chock all voids with 1"-2" stone.

1. See grading plan for elevations.

Notes:

SECTION / ELEVATION A-A' SECTION B-B'

PLAN

fabric, toe in, typ.

Non-woven geotextile

PLANTED SWALE

Water flow topsoil Planting Mix: Existing

L-3

See Blowup of Plans

KT + SGR

P3 Planting Plan Blowup: 1" = 10' @ 24"x36"

G R

A D

D P

L A

N T

6/27/2025 Review

LEGENDLawn Seed Mix

R O

V E

M E

N T S

G R

E E

N I

N F

R A

S U

T R

C T

U E

R V

O O

D S P

L-3

L-4

L-5

Sheet Key

Key not to scale

PLANT SCHEDULE - Plant quantities reflect totals across sheets L-1 through L-5

804 Cobble spillway

Existing walkway Existing Forest Edge

Proposed contours

Proposed planting

Proposed native seeding basin rim elevation Change to existing catch

Sheet L-1

See Detail 1 on

Proposed Planting

Sheet L-1 pathway - see Detail 1

Fill over existing

Wood chips + Excess

N-12 PIPE

Approximate Limits of Grading needed

Sunny Lawn seed as needed

Shady Lawn seed as

NOTES

seed.

4.Any disturbed area outside of planting areas shall be seeded with lawn

3.See reference sheets for additional topographic and utility information.

damage is done to the roots of woodland trees during grading.

2.Care should be taken to prevent Oak Wilt. This includes ensuring minimal undyed, hardwood bark mulch.

1. All rain garden and upland planting beds to be mulched with shredded, BENCHMARK #301

SET CHISELED X ON WEST

RIM OF BEEHIVE CB

ELEV: 661.57

Check #

661.57

ST CB

661.57

Bench Mark Elevation -

661.57

662.21

662.24

662.35

662.40

' Htg. Fence

662.40

662.42

662.46

' Htg. Fence

662.48

662.49

662.50

UUtility Pole

662.54

662.57

' Htg. Fence

662.64

662.65

662.66

662.67

662.71

662.76

662.77

662.81

662.82

' Htg. Fence

662.82

662.86

662.90

662.95

' Htg. Fence

662.97

663.03

' Htg. Fence

663.04

663.05

Woods Edge

663.07

663.08

663.09

663.10

663.13

Woods Edge

663.13

Woods Edge

663.22

' Htg. Fence 663.36

UUtility Pole

663.37 ' Htg. Fence

663.37

Woods Edge

663.40

663.45 Woods Edge

663.45

663.54

663.60

663.73

SHEET L-3

BLOWUPS G3 and P3 on

BLOWUPS G4 and P4 on SHEET L-4

SHEET L-3

BLOWUPS G3 and P3 on

BEFORE YOU DIG

CALL MISS DIG

800-482-7171

(TOLL FREE)

72 HOURS

of all underground utilities prior to any work.

CONTRACTOR is responsible to field verify location

InSite Design Studio, Inc.

48105

Ann Arbor, Michigan

412 Longshore Drive

P ro je c t:

Fax: 734.668.2525

Phone: 734.995.4194

Issued for:

Scale:

Drawn by:

T it le

Sheet:

Date:

North

PLAIN COBBLE

STRUCTURE WITH

SURROUND

E INV: 657.40 (+/-)

RIM: 662.25

DRAINAGE BASIN

NYOPLAST

8" N-12 @ 1%

W INV: 657.24 (+/-)

ELEVATION 661.57 (NO CHANGE)

KEEP EXISTING CB RIM

BENCHMARK #301

SET CHISELED X ON WEST

RIM OF BEEHIVE CB

ELEV: 661.57

Check #

661.57

ST CB

661.57

Bench Mark Elevation -

661.57

662.21

662.24

662.35

662.40

' Htg. Fence

662.40

662.42

662.46

' Htg. Fence

662.48

662.49

662.50

UUtility Pole

662.54

662.57

' Htg. Fence

662.64

662.65

662.66

662.67

662.71

662.76

662.77

662.81

662.82

' Htg. Fence

662.82

662.86

662.90

662.95

' Htg. Fence

662.97

663.03

' Htg. Fence

663.04

663.05

Woods Edge

663.07

663.08

663.09

663.10

663.13

Woods Edge

663.13

Woods Edge

663.22

' Htg. Fence 663.36

UUtility Pole

663.37 ' Htg. Fence

663.37

663.45 Woods Edge

663.45

663.54

663.60

663.73

SHEET L-3

BLOWUPS G3 and P3 on

BLOWUPS G4 and P4 on SHEET L-4

SHEET L-3

BLOWUPS G3 and P3 on

PLAIN COBBLE

STRUCTURE WITH

SURROUND

E INV: 657.40 (+/-)

RIM: 662.25

DRAINAGE BASIN

NYOPLAST

8" N-12 @ 1%

W INV: 657.24 (+/-)

17 pa + 20 em + 20 gm + 20 hv + 20 tc MIX 2: 17 cb + 17 cl + 17 cw + 17 os + pa + 55 em + 55 gm + 55 hv + 55 tc MIX 2: 43 cb + 43 cl + 43 cw + 43 os + 43

MIX 2: 7 ar

MIX 2: 9 ar

MIX 2: 5 ar

MIX 2: 3 CO

MIX 2: 3 CS

MIX 2: 3 CO

L-1

Planting typ.

Shrub/Woody

Planting typ.

Plug/Herbaceous

Staging Approach typ.

Layered Planting

P4 Planting Plan Blowup: 1" = 10' @ 24"x36"

L-4

See Blowup of Plans

KT + SGR

G R

A D

D P

L A

N T

6/27/2025 Review

LEGENDLawn Seed Mix

R O

V E

M E

N T S

G R

E E

N I

N F

R A

S U

T R

C T

U E

R V

O O

D S P

L-3

L-5

Sheet Key

L-4

Key not to scale

PLANT SCHEDULE - Plant quantities reflect totals across sheets L-1 through L-5

804 Cobble spillway

Existing walkway Existing Forest Edge

Proposed contours

Proposed planting

Proposed native seeding basin rim elevation Change to existing catch

Sheet L-1

See Detail 1 on

Proposed Planting

Sheet L-1 pathway - see Detail 1

Fill over existing

Wood chips + Excess

N-12 PIPE

Approximate Limits of Grading needed

Sunny Lawn seed as needed

Shady Lawn seed as

NOTES

seed.

4.Any disturbed area outside of planting areas shall be seeded with lawn

3.See reference sheets for additional topographic and utility information.

damage is done to the roots of woodland trees during grading.

2.Care should be taken to prevent Oak Wilt. This includes ensuring minimal undyed, hardwood bark mulch.

1. All rain garden and upland planting beds to be mulched with shredded, 662.43

662.44

' Htg. Fence

662.44

662.45

662.46

662.53

662.54

662.56

662.59

662.60

662.61

662.62

' Htg. Fence

662.62

Control Point #

662.65

Check #

662.65

662.66

662.67

' Htg. Fence

662.69

UUtility Pole

662.69

662.70

662.72

662.73

662.75

' Htg. Fence

662.75

' Htg. Fence

662.76

662.77

662.80

662.81

662.82

662.84 ' Htg. Fence

662.85

' Htg. Fence

662.85

662.86

662.95

662.96

662.98

663.00

' Htg. Fence

663.04

663.10

Water Stop Box

663.16

Woods Edge

663.40

' Htg. Fence

663.50

' Htg. Fence

663.69

Woods Edge

663.73

' Htg. Fence

663.92

' Htg. Fence

663.97

' Htg. Fence

663.98

' Htg. Fence

664.03

' Htg. Fence

664.10

' Htg. Fence

664.18

664.25

664.54

Top Of Bank

664.60

Top Of Bank

664.61

664.72

664.76

664.83

Top Of Bank

665.07

BLOWUPS G4 and P4 on SHEET L-4

SHEET L-4

BLOWUPS G4 and P4 on

BLOWUPS G5 and P5 on SHEET L-5

3 and P3 on

BEFORE YOU DIG

CALL MISS DIG

800-482-7171

(TOLL FREE)

72 HOURS

of all underground utilities prior to any work.

CONTRACTOR is responsible to field verify location

InSite Design Studio, Inc.

48105

Ann Arbor, Michigan

412 Longshore Drive

P ro je c t:

Fax: 734.668.2525

Phone: 734.995.4194

Issued for:

Scale:

Drawn by:

T it le

Sheet:

Date:

North

662.43

662.44

' Htg. Fence

662.44

662.45

662.46

662.53

662.54

662.56

662.59

662.60

662.61

662.62

' Htg. Fence

662.62

Control Point #

662.65

Check #

662.65

662.66

662.67

' Htg. Fence

662.69

UUtility Pole

662.69

662.70

662.72

662.73

662.75

' Htg. Fence

662.75

' Htg. Fence

662.76

662.77

662.80

662.81

662.82

662.84 ' Htg. Fence

662.85

' Htg. Fence

662.85

662.86

662.95

662.96

662.98

663.00

' Htg. Fence

663.04

663.10

Water Stop Box

663.16

Woods Edge

663.40

' Htg. Fence

663.50

' Htg. Fence

663.69

Woods Edge

663.73

' Htg. Fence

663.92

' Htg. Fence

663.97

' Htg. Fence

663.98

' Htg. Fence

664.03

' Htg. Fence

664.10

' Htg. Fence

664.18

664.25

664.54

Top Of Bank

664.60

Top Of Bank

664.61

664.72

664.76

664.83

Top Of Bank

665.07

BLOWUPS G4 and P4 on SHEET L-4

SHEET L-4

BLOWUPS G4 and P4 on

BLOWUPS G5 and P5 on SHEET L-5

SHEET L-3

BLOWUPS G3 and P3 on

.2 for plant counts P5 on sheet L-5 MIX 1: Refer to counts sheet L-5 for plant MIX 2: Refer to P5 on

MIX 2: Refer to P3 on sheet L-3 for plant counts

9 ar

MIX 2:

MIX 2: 6 ar

MIX 1: Refer to P5 on sheet L-5 for plant counts

MIX 2: 3 CO

3 CS

MIX 2:

3 CO

MIX 2:

MIX 2: 3 CS

L-1

Planting typ.

Shrub/Woody

Planting typ.

Plug/Herbaceous

Staging Approach typ.

Layered Planting

Staging Approach typ.

Layered Planting

L-5

See Blowup of Plans

KT + SGR

P5 Planting Plan Blowup: 1" = 10' @ 24"x36"

G R

A D

D P

L A

N T

6/27/2025 Review available through Genesis Nursery - Seed Mix 1: Wet Mesic Prairie with Flowers Mix

LEGENDLawn Seed Mix

R O

V E

M E

N T S

G R

E E

N I

N F

R A

S U

T R

C T

U E

R V

O O

D S P

L-3

L-4

L-5

Sheet Key

L-1

Key not to scale

Species Common Name lb/ac lb/ac

804 Cobble spillway

Existing walkway Existing Forest Edge

Proposed contours

Proposed planting

Proposed native seeding basin rim elevation Change to existing catch

Sheet L-1

See Detail 1 on

Proposed Planting

Sheet L-1 pathway - see Detail 1

Fill over existing

Wood chips + Excess

N-12 PIPE

Approximate Limits of Grading needed

Shady Lawn seed as needed

Sunny Lawn seed as

NOTES

seed.

4.Any disturbed area outside of planting areas shall be seeded with lawn

3.See reference sheets for additional topographic and utility information.

damage is done to the roots of woodland trees during grading.

2.Care should be taken to prevent Oak Wilt. This includes ensuring minimal undyed, hardwood bark mulch.

1. All rain garden and upland planting beds to be mulched with shredded, ST CB

662.09

662.44 662.59

662.61 ' Htg. Fence

662.62

662.66

662.70

662.71

662.73

662.74

662.75

STST MH

662.76

' Htg. Fence

662.78

662.84

' Htg. Fence

662.85

662.86

662.86 441

662.88

BOLLARD

662.89

662.90

' Htg. Fence

662.90

662.91

662.92

' Htg. Fence

662.93

662.95

' Htg. Fence

662.96

662.98

662.99

Sign

663.00

663.02

BOLLARD

663.02

UUtility Pole

663.05

663.07

663.08

' Htg. Fence

663.10

663.11

BOLLARD

663.11

663.12

663.13

Gate Valve & Well

663.14

663.15

663.16

' Htg. Fence

663.16

UUtility Pole

663.20

663.22

663.25

663.27

' Htg. Fence

663.28

663.30

663.31

Sign

663.36

663.37

663.43

663.55

663.57

663.68

664.25

Top Of Bank

664.26

SHEET L-4

BLOWUPS G4 and P4 on

BLOWUPS G5 and P5 on SHEET L-5

Woodb urn S t

P re s c o tt S t

BEFORE YOU DIG

CALL MISS DIG

800-482-7171

(TOLL FREE)

72 HOURS

of all underground utilities prior to any work.

CONTRACTOR is responsible to field verify location

InSite Design Studio, Inc.

48105

Ann Arbor, Michigan

412 Longshore Drive

P ro je c t:

Fax: 734.668.2525

Phone: 734.995.4194

Issued for:

Scale:

Drawn by:

T it le

Sheet:

Date:

North

662.73

MATCH EX

661.59

ELEVATION 662.09 (NO CHANGE)

KEEP EXISTING CB RIM

662.25

662.50

AREA

DRAINAGE INTO SEEDED

LOW POINT) TO ENSURE

(~3" BELOW EXISTING DRIVE

TO BE GRADED TO 662.50

BOTTOM OF COBBLE SWALE

L-1 4 Cobble Swale

ST CB

662.09

662.66

662.70

662.71

662.73

662.74

662.75

STST MH

662.76

' Htg. Fence

662.78

662.84

' Htg. Fence

662.85

662.86

662.86 441

662.88

BOLLARD

662.89

662.90

' Htg. Fence

662.90

662.91

662.92

' Htg. Fence

662.93

662.95

' Htg. Fence

662.96

662.98

662.99

Sign

663.00

663.02

BOLLARD

663.02

UUtility Pole

663.05

663.07

663.08

' Htg. Fence

663.10

663.11

BOLLARD

663.11

663.12

663.13

Gate Valve & Well

663.14

663.15

663.16

' Htg. Fence

663.16

UUtility Pole

663.20

663.22

663.25

663.27

' Htg. Fence

663.28

663.30

663.31

Sign

663.36

663.37

663.43

663.55

663.57

663.68

664.25

Top Of Bank

664.26

BLOWUPS G5 and P5 on SHEET L-5

Woodb urn S t

P re s c o tt S t

662.73

MATCH EX

661.59

662.25

662.50

20 em + 20 gm + 20 hv + 20 tc MIX 2: 15 cb + 15cl + 15cw + 15 os + 15 pa +

SEED MIX 1

MIX 1: 25 cb + 25 cc + 25 cg

MIX 2: 13 ar

27 iv (MIX 1 + MIX 2)

MIX 2: 1 LB

L-1

Planting typ.

Shrub/Woody

Planting typ.

Plug/Herbaceous

Staging Approach typ.

Layered Planting

PRESCOTT PRESCOTT

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

SEMCOG GREEN STORMWATER

INFRASTRUCTURE PROGRAM

CITY OF SOUTHFIELD

BAUERVIC WOODS

RAIN-GARDEN/BIOSWALE

20240589

March 2025

W 8 MILE RD

W 9 MILE RD

W 10 MILE RD

R D

G R

R D

JOHN C LODGE

FWY N

SITE

R below.

before you dig.

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)CALL811.COM

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

Know what's Call

JFB

DVH

BHT

JFB

AREA B

PROPOSED SITE PLAN

1" = 20'

40201050

AREA C

SITE PLAN

SCALE: 1"=20'

R below.

before you dig.

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)CALL811.COM

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

Know what's Call

WOODBURN DR

C O

FRAZER AVE

C O

MATCH LINE A

MATCH LINE B

1" = 20'

40201050

Approximate area of disturbance. This is a proposed "bowl" shape - stormwater will flow into excavation, and not away and on to adjacent properties and surfaces.

Inlet filter to be placed in existing catch basin prior to earth disturbance, and maintained for the duration of the project.

Approximate area of disturbance. This is a proposed "bowl" shape - stormwater will flow into excavation, and not away and on to adjacent properties and surfaces.

Inlet filter to be placed in existing catch basin prior to earth disturbance, and maintained for the duration of the project.

Approximate area of disturbance. This is a proposed "bowl" shape - stormwater will flow into excavation, and not away and on to adjacent properties and surfaces.

Inlet filter to be placed in existing catch basin prior to earth disturbance, and maintained for the duration of the project.

FRAZER AVE.

D R.

WOODBURN DR.

Ex . H

M A

Pa th

Ex . H

M A

Pa th

Ex . H

M A

Pa th

Ex . H

M A

Pa th

Ex . H

M A

Pa th

Ex . H

M A

Pa th

CB 88

CB 89A

CB 89

CB 90

CB 91

CB 92CB 92A

CB 93

Ex. Stm Sewer (typ).

SOIL EROSION AND

SEDIMENTATION

CONTROL

1 1JULY 2025

Ex. Stm Sewer (typ).

City of Southfield SESC Permit Submittal Checklist

1. Map provided with a scale of 1" = 200' or less.

- Map has been provided with a scale of 1" = 20'.

2. Legal description of property (town, range, section, quarter-quarter section).

- T1N, R10E, Section 34, NW 1/4 of NE 1/4

3. Proximity of any proposed earth changes to lakes or streams.

- Site is >500 ft from nearest lake or stream.

4. Predominant land features.

- Aerial image background provided in plan to show land features.

5. Slope direction or contour intervals.

- 1-ft contours provided in plan.

6. Soils survey or written description of the soil types of the proposed exposed land area.

- Current USDA Web Soil Survey information provided on this sheet.

7. Description and location of the physical limits of each proposed earth change.

- Limits and locations of areas of earth disturbance indicated in plan.

8. Description and location of all existing and proposed on-site drainage and dewatering facilities.

- Existing storm sewer system shown in plan.

9. Timing and sequence of each proposed earth change.

- See SESC Sequence of Construction included on this sheet.

10. Location and description for installing and removing all temporary SESC measures.

- See SESC Sequence of Construction included on this sheet.

11. Description and location of all proposed permanent SESC measure.

- All disturbed areas (indicated in the plans above) will be restored with native or turf seeding and erosion control mulch blankets.

12. Maintenance program for all permanent SESC measures and designation of person responsible for maintenance.

- See SESC Sequence of Construction included on this sheet.

13. Note about review fee.

SESC Sequence of Construction

1. All SESC measures, either as indicated in these plans and/or as required by the SESC permit, shall be installed prior to any earth disturbance.

2. The Contractor shall maintain all SESC measures weekly and after each rain event, for the duration of the project.

3. All disturbed areas shall be stabilized with plantings, or seed and erosion control mulch blankets, as indicated in the landscaping sheets of the project plans.

4. All SESC measures shall remain in place and be maintained by the Contractor until the Owner has determined that the permanent stabilization (plants, seeding, etc.) has established satisfactorily, at which point the Contractor may remove the temporary SESC measures.

Custom Soil Resource Report Soil Map (Bauervic Woods Park)

314870 314910 314950 314990 315030 315070 315110

42° 27' 22'' N

'' W

42° 27' 22'' N

3' ' W

42° 27' 10'' N

'' W

42° 27' 10'' N

3' ' W

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 50 100 200 300

Feet 0 25 50 100 150

Meters Map Scale: 1:1,740 if printed on A portrait (8.5" x 11") sheet.

Soil Map may not be valid at this scale.

Map Unit Legend (Bauervic Woods Park)

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

39 Granby loamy sand 3.5 65.5%

53A Tedrow loamy sand, 0 to 3 percent slopes

0.2 4.6%

TeduaB Tedrow-Urban land complex, 0 to 4 percent slopes

1.6 29.9%

Totals for Area of Interest 5.3 100.0%

06/27/2025

07/28/2025

09/12/2025

ISSUED FOR OWNER REVIEW

ISSUED FOR FINAL OWNER REVIEW

ISSUED FOR BID

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

SEMCOG GREEN STORMWATER

INFRASTRUCTURE PROGRAM

CITY OF SOUTHFIELD

BAUERVIC WOODS

RAIN-GARDEN/BIOSWALE

20240589

March 2025

W 8 MILE RD

W 9 MILE RD

W 10 MILE RD

R D

G R

R D

JOHN C LODGE

FWY N

SITE

R below.

before you dig.

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)CALL811.COM

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

Know what's Call

JFB

DVH

BHT

JFB

PRESCOTT RD

PLAN AND PROFILE

H: 1" = 30' V: 1" = 5'

AREA A

SEE SHEETS

XX, XX, & XX

AREA B

SEE SHEETS

XX, XX, & XX

NOTE:

PLAN, PROFILE, AND UTILITY INFORMATION SHOWN ON THIS SHEET IS

RECORD DRAWING INFORMATION FROM THE FOLLOWING PROJECT:

CITY OF SOUTHFIELD

SECTION 34 WATER MAIN AND ROAD IMPROVEMENTS - PHASE 2

HRC JOB NO. 20150042

25+00

CB 90; Image taken on 6/16/2025; facing west.

REFERENCE

SHEET A

�JULY 2025

06/27/2025

07/28/2025

09/12/2025

ISSUED FOR OWNER REVIEW

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

SEMCOG GREEN STORMWATER

INFRASTRUCTURE PROGRAM

CITY OF SOUTHFIELD

BAUERVIC WOODS

RAIN-GARDEN/BIOSWALE

20240589

March 2025

W 8 MILE RD

W 9 MILE RD

W 10 MILE RD

R D

G R

R D

JOHN C LODGE

FWY N

SITE

R below.

before you dig.

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)CALL811.COM

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

Know what's Call

JFB

DVH

BHT

JFB

PRESCOTT RD

PLAN AND PROFILE

H: 1" = 30' V: 1" = 5'

NOTE:

PLAN, PROFILE, AND UTILITY INFORMATION SHOWN ON THIS SHEET IS

RECORD DRAWING INFORMATION FROM THE FOLLOWING PROJECT:

CITY OF SOUTHFIELD

SECTION 34 WATER MAIN AND ROAD IMPROVEMENTS - PHASE 2

HRC JOB NO. 20150042

3JULY 2025

REFERENCE

SHEET B

06/27/2025

07/28/2025

09/12/2025

ISSUED FOR OWNER REVIEW

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

SEMCOG GREEN STORMWATER

INFRASTRUCTURE PROGRAM

CITY OF SOUTHFIELD

BAUERVIC WOODS

RAIN-GARDEN/BIOSWALE

20240589

March 2025

W 8 MILE RD

W 9 MILE RD

W 10 MILE RD

R D

G R

R D

JOHN C LODGE

FWY N

SITE

R below.

before you dig.

CALL MISS DIG

72 HOURS

(3 WORKING DAYS)

BEFORE YOU DIG

1-800-482-7171 or 811

(TOLL FREE)CALL811.COM

NOTICE:

ALL EXISTING UTILITIES SHOWN ON THIS TOPOGRAPHIC

SURVEY HAVE BEEN TAKEN FROM VISUAL OBSERVATION AND

RECORD MAPPING WHERE AVAILABLE. NO GUARANTEE IS MADE,

OR SHOULD BE ASSUMED, AS TO THE COMPLETENESS OR

ACCURACY OF THE UTILITIES SHOWN ON THIS DRAWING.

PARTIES UTILIZING THIS INFORMATION SHALL FIELD VERIFY

THE ACCURACY AND COMPLETENESS PRIOR TO CONSTRUCTION.

Know what's Call

JFB

DVH

BHT

JFB

PRESCOTT RD

PLAN AND PROFILE

H: 1" = 30' V: 1" = 5'

NOTE:

PLAN, PROFILE, AND UTILITY INFORMATION SHOWN ON THIS SHEET IS

RECORD DRAWING INFORMATION FROM THE FOLLOWING PROJECT:

CITY OF SOUTHFIELD

SECTION 34 WATER MAIN AND ROAD IMPROVEMENTS - PHASE 2

HRC JOB NO. 20150042

AREA C

SEE SHEETS

XX, XX, & XX

CB 93; Image taken on 6/16/2025; facing west.

3JULY 2025

REFERENCE

SHEET C

06/27/2025

07/28/2025

09/12/2025

ISSUED FOR OWNER REVIEW

File details come from the government source that posted it. Updated Sep 16, 2025.