PUBMID008352 VDPS - Kennedy Early Childhood Center BidPermit Set (1).pdf

PDF 7 MB Posted May 19, 2025

Attached to: Parking Lot Resurfacing
Solicitation number: RFP-VDPS-250000002362-2
Issued by: Macomb County, Westland City, Michigan

About this file

Written by GovTribe AI · May 20, 2025

This document is a bid set for the Kennedy Early Childhood Center 2025 Roofing and Parking Lot Improvements project, located at 11333 Kaltz Ave in Warren, Michigan, for Van Dyke Public Schools. The project involves a comprehensive renovation of an existing educational facility, including a full roof replacement across multiple roof areas and a parking lot expansion. The scope includes adding 12 new parking spaces (increasing from 36 to 48 total), installing new fencing, proposed storm inlets, and a potential alternate metal roof option. The project documents are dated April 17, 2025, with previous revisions on March 21 and April 3, 2025, indicating an ongoing design refinement process.

The bid set provides detailed civil engineering and roofing plans, including topographic survey, demolition plans, layout diagrams, grading specifications, erosion control measures, and utility planning. The project involves removing existing gravel surfacing, installing new modified bitumen membrane roofing with insulation boards, and reconstructing the parking lot with concrete and asphalt surfaces. The total site area is approximately 2.75 acres, with the existing structure covering 33,351 square feet. The documents specify technical requirements for materials, installation methods, drainage systems, and erosion control, suggesting a comprehensive approach to site improvements that balances functional upgrades with environmental considerations.

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Site

Project Number

ISSUE FOR BID:

OWNER

PROJECT MANAGER

CIVIL

CITY, STATE, ZIP:

STREET:

COMPANY:

PHONE:

CONTACT:

EMAIL:

CITY, STATE, ZIP:

STREET:

COMPANY:

PHONE:

PM:

CONTACT:

EMAIL:

STREET:

CONTACT:

COMPANY:

PHONE:

EMAIL:

SHEET INDEXPROJECT SCOPE NARRATIVEPROJECT TEAM

Stevens Point, WI 54481

4941 Kirschling Court

Point of Beginning Inc. (POB)

(715) 344-9999

Jesse Becker, Project Engineer

JesseB@pobinc.com

Minneapolis, MN, 55402

80 South 8th Street, Suite 1850

Site LogiQ Design, LLC

(612) 770-4704

Tim Stevenson

Tim Stevenson tim.stevenson@sitelogiq.com

11387 East Nine Mile Road

Jeffrey VanConantk, Director of Facilities and Operations

Van Dyke Public Schools

Office: (586) 759-9439 Cell: (586) 634-3589 vanconant.jeff@vdps.net

SHEET

1 2 3 4 5 6

E a rc h it ec tu re co n st ru ct io n o b je ct s

) 9

-9

) 9

-9 w w w

.o xs tu d io in c.

co m

Warren, MI 48089CITY, STATE, ZIP:

NOT TO SCALESITE MAP

APPLICABLE CODES & LIFE SAFETY SUMMARY

VDP25

04/17/2025

G-100

K e n n e d y E a rl y C h ild h o o d C e n te r

R o o fi n g a n d

P a rk in g L o t

Im p ro v e m e n ts

Title Sheet

11333 Kaltz Ave, Warren, MI 48089

Kennedy Early Childhood Center - 2025 Roofing and Parking Lot Improvements

K a lt z A v e

W a rr e n

M I

Sheet Number Sheet Name Current Revision Description

Current Revision Date

General

G-100 Title Sheet 100% CD 04/17/2025

Civil

C-000 Topographic Survey 100% CD 04/17/2025

C-100 Demolition Plan 100% CD 04/17/2025

C-200 Layout Plan 100% CD 04/17/2025

C-300 Grading Plan 100% CD 04/17/2025

C-400 Erosion Control Plan 100% CD 04/17/2025

C-500 Utility Plan 100% CD 04/17/2025

C-600 Details 100% CD 04/17/2025

Roofing

R1.00 Overall Roof Area Plan 100% CD 04/17/2025

R3.00 Existing and New Typical Roof Sections 100% CD 04/17/2025

R5.00 New Construction Details 100% CD 04/17/2025

11333 Kaltz Ave, Warren, MI

Renovation of existing Educational building. Scope includes Site and Roofing improvements. Site improvements include a parking lot expansion with new paving, added parking spaces and fencing, and proposed storm inlets. Roofing improvements include a full roof replacement, with a partial proposed alternate metal roof. Other building envelope improvements and structural updates are not included as part of this scope.

# REVISION DATE

1 75% CD 03/21/2025

2 95% CD 04/03/2025

3 100% CD 04/17/2025

EX. CB

RIM=621.04

8" PVC W INV=619.59

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=619.86

STRM MH

RIM=620.79

12" RCP N INV=615.19

12" RCP E INV=612.59

12" RCP SE INV=615.29

12" RCP W INV=612.49

FULL OF CONCRETE DEBRIS - T/DEBRIS=617.49

APPEARS TO BE ABANDONED

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

STRM CB

RIM=621.19

8" PVC E INV=619.29

6" PVC S INV=619.34

8" PVC NW INV=619.29

STRM MH

RIM=621.84

8" PVC S INV=618.54

8" PVC SE INV=619.04

6" PVC NW INV=618.59

STRM MH

RIM=620.16

6" PVC SE INV=619.26

EX. CB

RIM=620.47

12" RCP NW INV=615.87

SAN MH

RIM=620.63

18" RCP E INV=602.3

15" RCP W INV=602.13

GVIW

RIM=621.00

FULL OF WATER

UNKN. E-W T/P=616.00

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

STRM MH

RIM=621.10

12" RCP N INV=617.20

24" RCP E INV=617.40

12" RCP SW INV=617.10

24" RCP W INV=616.80

SAN MH

RIM=621.07

8" RCP E INV=605.97

15" RCP E INV=602.7

15" RCP S INV=62.87

10" NW = SEVERE OFFSET

EX. SHED

FF=622.82

6"r

8"r

CONC.

12"r

8" r

6"r

O H

15"s

CONC.

STRM MH

RIM=620.58

SEALED SHUT

12"r

STRM MH

RIM=621.19

30" RCP NE INV=615.79

12" RCP SW INV=616.19

30" RCP W INV=615.84

STRM MH

RIM=621.18

12" RCP N INV=615.48

24" RCP E INV=612.73

36" RCP S INV=612.68

30" RCP SW INV=615.38

36"r

12"r

50'

VACATED

V A

C A

S00°58'56"W 471.28' (M)

N °0

N00°58'46"E 213.64' (M)

S90°00'00"E 25.00'N00°58'46"E 257.64' (M)

S °0

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

50' w w w

GATE

' S

"r 12"r r s

BENCHMARK #2

ELEV=622.61

238.64' (M)

232.64' (M)

25.00' (M)

20 S ea rc h

Search28

35 S ea rc h

623.41

620.92620.93620.91621.00621.14621.16621.10

620.48 620.69 620.96 620.94

620.42

620.67

621.44

620.39 620.88

621.6

U.P.

26U.P.

621.61

91621.57U.P.

621.23621.32

622.2

4 62 2.

622.5

F.F.=623.65 623.31

622.3

621.80 622.72622.23

622.73

622.59

622.86eg

F.F.=623.63

623.24

F.F.=623.62

622.7062 3.

623.03

623.14

623.43

622.86

623.48623.44

622.44

622.22

622.91

622.90

622.67

U.P.

622.55

622.57

622.22 621.78

622.4

F.F.=623.70

623.47

623.38

50622.42

621.7

620.7621.2

621.86

621.6 621.5

621.6 62 1.

622.27

621.5 62 2.

621.6 62 2.

622.3

622.4

622.67

622.2

621.99622.08 622.35

66 622.70 622.80 622.83

623.18

623.11

623.04

622.17 622.38

622.56

622.3

622.5

621.9

U.P.

621.3621.6

622.19

622.10

622.06

621.2

621.85

621.89

621.1

621.61

621.58621.71

621.68

U.P.

621.5

U.P.

621.6

621.8

621.7

621.5

621.44

621.52 621.44

621.39 621.45

621.51 621.55

621.49 621.69

621.83

621.90621.3 621.4

621.5 621.4

621.5

621.9

621.8

622.0

621.7 620.8

621.6

622.0 622.1

621.5

622.3

622.1 621.7

U.P.

EX. MH

RIM=620.96 EX. MH

RIM=621.16

EX. MH

RIM=620.78

F.F.=623.60

F.F.=623.70

R FI

LOT 80LOT 79

LOT 64LOT 63

LOT 48

LOT 49

LOT 50

LOT 51

LOT 52

LOT 53

LOT 54

LOT 55

LOT 65

LOT 62

LOT 66LOT 61

LOT 67LOT 60

LOT 68LOT 59

LOT 69

LOT 58

LOT 70LOT 57

LOT 71LOT 56

LOT 81

LOT 78

LOT 82

LOT 77

LOT 83

LOT 76

LOT 84

LOT 75

LOT 85

LOT 74

LOT 86

LOT 73

LOT 87

LOT 72HESSE STREET

(80 FT. WIDE)

EX. BUILDING

PLAY AREA

W/ CANOPY

BIT.

SURFACE

BIT.

SURFACE

C O

N C

C O

N C

. W A

C O

N C

. W A

CONC. WALK

BIT. WALK

CONC. WALL

PLAYGROUND

EQUIP.

PLAYGROUND

EQUIP.

BENCH

C O

N C

. W A

CONC.

HOLLYWOOD GARDENS

SUBDIVISION

L. 10, P. 60

E D

W A

R D

A V

E (5

T W

A C

A T

E D

P E

R T

A X

M A

K A

A V

E N

U E

F T

. W

C O

N C

12-13-27-230-001

11333 KALTZ AVE

12-13-27-229-001

VACANT EDWARD AVE.

13-27-228-007

11343 EDWARD AVE

13-27-228-008

11347 EDWARD AVE

13-27-228-009

11351 EDWARD AVE

13-27-228-010

11355 EDWARD AVE

13-27-228-011

11359 EDWARD AVE

13-27-228-012

11363 EDWARD AVE

CONC.

CONC. WALK

N00°51'30"E 214' (R)

N00°51'30"E 258' (R)

S00°51'30W 472' (R)

S °0

C A

N O

P Y

C O

N C

CONC. RAMP

WOOD CHIPS

S T.

J O

S E

P H

A V

F T

MARNON AVE.

(25 FT WIDE)

MARNON AVE.

(25 FT WIDE)

(VACATED L. 1390, P. 194)

Y O

U N

G A

V E

T W

0' 30' 60'

1" = 30'

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-000

TOPOGRAPHIC SURVEY

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

SINGLE TREE

FOUND IRON PIPE

FOUND MONUMENT

FOUND IRON ROD

ELECTRIC METER

WATER METER

EXIST. FLAG POLE

POST

FENCE

SIGN

GAS METER

EXIST. SANITARY SEWER

EXIST. SPOT ELEVATION

EXIST. GATE VALVE IN WELL

EXIST. GATE VALVE IN BOX

EXIST. CATCH BASIN OR INLET

EXIST. CURB STOP & BOX

EXIST. OVERHEAD UTILITY LINE

EXIST. HYDRANT

EXIST. STORM SEWER

EXIST. WATER MAIN

EXIST. GAS LINE

EXIST. ELECTRIC LINE

ELEC. TRANSFORMER

EXIST. UTILITY POLE

EXIST. CONTOUR

s r w g e

836.2

GUY WIRE

FIR

F F

EXIST. GAS VALVEg EXIST. FIBER OPTIC LINEf.o.

EXIST. DOWNSPOUT

U.P.

ds e w g

LEGEND

BOX ELDERBO

M MAPLE

TREE LEGEND

BENCHMARKS

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT

SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST

CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

LEGAL DESCRIPTION

PER WARRANTY DEED, LIBER 1599, PAGE 304, MACOMB

COUNTY RECORDS

LOTS 58 TO 69 INCLUSIVE AND LOTS 74 TO 85, INCLUSIVE OF

HOLLYWOOD GARDENS SUB, OF THE W. 1/2 OF THE W. 1/2 OF

THE N.E. 1/4 OF THE N.E. 1/4 OF SEC. 27, T1N., R12E., WARREN

TWP., MACOMB CO. MICH, REC'D L. 10 P. 60 PLATS, MCR.

TAX ID: 12-13-27-230-001 & 12-13-27-229-001

BASIS OF BEARINGS

NORTH RIGHT-OF-WAY OF KALTZ AVENUE PER PLAT OF

HOLLYWOOD GARDENS SUBDIVISION, LIBER 10, PAGE 60

Know what's below.

Call before you dig.

SITE

KALTZ AVE.

STEPHENS RD.

E 10 MILE RD.

H O

O V

E R

R D

H E

S S

E A

V E

V A

N D

Y K

E A

V E

/M -5

TOPOGRAPHIC SURVEY PROVIDED BY:

MIDWESTERN

CONSULTING

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

VICINITY MAP

SCALE : NTS

8" PVC W INV=619.59

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=619.86

STRM MH

RIM=620.79

12" RCP N INV=615.19

12" RCP E INV=612.59

12" RCP SE INV=615.29

12" RCP W INV=612.49

FULL OF CONCRETE DEBRIS,

T/DEBRIS=617.49

APPEARS TO BE ABANDONED

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

STRM CB

RIM=621.19

8" PVC E INV=619.29

6" PVC S INV=619.34

8" PVC NW INV=619.29

STRM MH

RIM=621.84

8" PVC S INV=618.54

8" PVC SE INV=619.04

6" PVC NW INV=618.59

STRM MH

RIM=620.16

6" PVC SE INV=619.26

EX. CB

RIM=620.47

12" RCP NW INV=615.87

SAN MH

RIM=620.63

18" RCP E INV=602.3

15" RCP W INV=602.13

GVIW

RIM=621.00

FULL OF WATER

UNKN. E-W T/P=616.00

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

STRM MH

RIM=621.10

12" RCP N INV=617.20

24" RCP E INV=617.40

12" RCP SW INV=617.10

24" RCP W INV=616.80

SAN MH

RIM=621.07

8" RCP E INV=605.97

15" RCP E INV=602.7

15" RCP S INV=62.87

10" NW = SEVERE OFFSET

EX. SHED

FF=622.82

6"r

8"r

CONC.

12"r

8" r

6"r

O H

15"s

CONC.

STRM MH

RIM=620.58

SEALED SHUT

12"r

STRM MH

RIM=621.19

30" RCP NE INV=615.79

12" RCP SW INV=616.19

30" RCP W INV=615.84

STRM MH

RIM=621.18

12" RCP N INV=615.48

24" RCP E INV=612.73

36" RCP S INV=612.68

30" RCP SW INV=615.38

36"r

12"r

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

50' w w w

GATE

' S

"r 12"r r s

BENCHMARK #2

ELEV=622.61

621.6

U.P.

F .F

O eg

F .F

U.P.

F .F

U.P.

621.6

621.2

621.1

U.P.

E X

. M H

620.96

E X

. M H

=621.16 ds

F .F

R FI

HESSE STREET

(80 FT. WIDE)

EX. BUILDING

PLAY AREA

W/ CANOPY

BIT.

SURFACE

BIT.

SURFACE

C O

N C

C O

N C

. W A

C O

N C

. W A

CONC. WALK

BIT. WALK

CONC. WALL

PLAYGROUND

EQUIP.

PLAYGROUND

EQUIP.

BENCH

C O

N C

. W A

CONC.

K A

A V

E N

U E

F T

. W

C O

N C

CONC.

CONC. WALK

C A

N O

P Y

C O

N C

CONC. RAMP

WOOD CHIPS

S T.

J O

S E

P H

A V

F T

MARNON AVE.

(25 FT WIDE)

Y O

U N

G A

V E

T W

6 6

10 10

14 151617

BITUMINOUS

REMOVAL

CONCRETE

REMOVAL

1. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.

2. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER EXCEPT

FOR THOSE ITEMS NOTED TO BE SALVAGED, WHICH SHOULD BE TURNED OVER TO THE OWNER.

3. INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES FOR PERIMETER PROTECTION PRIOR TO THE

START OF DEMOLITION/CONSTRUCTION, IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

4. BIDDERS SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS PRIOR TO THE BID DATE.

5. ANY EXISTING PUBLIC & PRIVATE UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED, AND/OR ADJUSTED SHALL BE THE RESPONSIBILITY OF THE SITE GRADING CONTRACTOR.

6. COORDINATE ALL PRIVATE & PUBLIC UTILITY REMOVAL, DISCONNECTION, &/OR RECONNECTION WITH RESPECTIVE

UTILITY COMPANIES PRIOR TO BEGINNING WORK.

7. COORDINATE UTILITY SERVICE DISCONNECTIONS/OUTAGES WITH OWNER AND ANY IMPACTED NEIGHBORS. MINIMIZE

DISRUPTIONS TO THE MAXIMUM EXTENT PRACTICAL.

8. ANY EXISTING UTILITIES NOT EXPRESSLY LABELED FOR DEMOLITION/REMOVAL ON THIS DOCUMENT SHALL BE LEFT

IN PLACE AND IN THEIR CURRENT STATE OF OPERATION. CONTACT ENGINEER WHEREVER CLARIFICATION IS

NEEDED.

9. STRIP TOPSOIL WITHIN THE PROJECT LIMITS IN ACCORDANCE WITH THE PROJECT MANUAL SPECIFICATIONS.

10. IF STRIPPED TOPSOIL IS STOCKPILED ON SITE, SILT FENCE SHALL BE INSTALLED AROUND THE BASE OF THE

STOCKPILE TO PREVENT SEDIMENT TRANSPORT.

11. PRIOR TO PERFORMING WORK WITHIN PUBLIC RIGHT OF WAYS, NOTIFY AND COORDINATE WORK WITH THE LOCAL

MUNICIPALITY.

12. MAINTAIN TRAFFIC CIRCULATION TO ALL NEIGHBORING PROPERTIES SHOWN ON THIS DOCUMENT. COORDINATE ALL

WORK WITH NEIGHBORING PROPERTY OWNERS.

1. SAWCUT ASPHALT PAVEMENT

2. MAINTAIN CONCRETE CURB & GUTTER

3. REMOVE WOOD WALL

4. REMOVE CHAIN LINK FENCE AND ANY

ASSOCIATED CONCRETE FOOTINGS

5. REMOVE CHAIN LINK GATE AND ANY

ASSOCIATED CONCRETE FOOTINGS

6. MAINTAIN CHAIN LINK FENCE

7. MAINTAIN TRANSFORMER & ASSOCIATED

CONCRETE PAD

8. MAINTAIN BUILDING STOOP

9. MAINTAIN BOLLARD

10. MAINTAIN CONCRETE WALL

11. MAINTAIN GAS METER/EQUIPMENT

12. MAINTAIN GAS SERVICE LINE

13. MAINTAIN ELECTRIC METER/EQUIPMENT

14. MAINTAIN ELECTRIC LINE

15. MAINTAIN POWER POLE

16. MAINTAIN GUY WIRE

17. MAINTAIN FIBER OPTIC LINE

18. MAINTAIN STORM MANHOLE

19. MAINTAIN STORM SEWER

20. MAINTAIN WATER SERVICE

21. MAINTAIN CONCRETE DRIVEWAY APRON

22. MAINTAIN TREE/VEGETATION

23. RELOCATE CONCRETE STORAGE SHED AND

REMOVE THE UNDERLYING CONCRETE

SLAB. SEE LAYOUT PLAN C-200 FOR

FOR MORE INFORMATION.

24. SAWCUT CONCRETE SIDEWALK

0' 30' 60'

1" = 30'

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-100

DEMOLITION PLAN

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

BENCHMARK:

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

KEYNOTES:

GENERAL NOTES:

DEMOLITION HATCH PATTERNS:

GRAVEL

REMOVAL

C-100 DEMOLITION PLAN

C-200 LAYOUT PLAN

C-300 GRADING PLAN

C-400 EROSION CONTROL PLAN

C-500 UTILITY PLAN

C-600 DETAILS

C-601 DETAILS

CIVIL SHEET INDEX:

8" PVC W INV=619.59

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=619.86

STRM MH

RIM=620.79

12" RCP N INV=615.19

12" RCP E INV=612.59

12" RCP SE INV=615.29

12" RCP W INV=612.49

FULL OF CONCRETE DEBRIS,

T/DEBRIS=617.49

APPEARS TO BE ABANDONED

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

STRM CB

RIM=621.19

8" PVC E INV=619.29

6" PVC S INV=619.34

8" PVC NW INV=619.29

STRM MH

RIM=621.84

8" PVC S INV=618.54

8" PVC SE INV=619.04

6" PVC NW INV=618.59

STRM MH

RIM=620.16

6" PVC SE INV=619.26

EX. CB

RIM=620.47

12" RCP NW INV=615.87

SAN MH

RIM=620.63

18" RCP E INV=602.3

15" RCP W INV=602.13

GVIW

RIM=621.00

FULL OF WATER

UNKN. E-W T/P=616.00

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

STRM MH

RIM=621.10

12" RCP N INV=617.20

24" RCP E INV=617.40

12" RCP SW INV=617.10

24" RCP W INV=616.80

SAN MH

RIM=621.07

8" RCP E INV=605.97

15" RCP E INV=602.7

15" RCP S INV=62.87

10" NW = SEVERE OFFSET

6"r

8"r

12"r

8" r

6"r

O H

15"s

CONC.

STRM MH

RIM=620.58

SEALED SHUT

12"r

STRM MH

RIM=621.19

30" RCP NE INV=615.79

12" RCP SW INV=616.19

30" RCP W INV=615.84

STRM MH

RIM=621.18

12" RCP N INV=615.48

24" RCP E INV=612.73

36" RCP S INV=612.68

30" RCP SW INV=615.38

36"r

12"r

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

50' w w w

GATE

' S

"r 12"r r s

621.6

U.P.

F .F

O eg

F .F

U.P.

F .F

U.P.

621.6

621.2

621.1

U.P.

E X

. M H

620.96

E X

. M H

=621.16 ds

F .F

R FI

HESSE STREET

(80 FT. WIDE)

EX. BUILDING

PLAY AREA

W/ CANOPY

BIT.

SURFACE

C O

N C

C O

N C

. W A

C O

N C

. W A

CONC. WALK

BIT. WALK

CONC. WALL

PLAYGROUND

EQUIP.

PLAYGROUND

EQUIP.

BENCH

C O

N C

. W A

CONC.

K A

A V

E N

U E

F T

. W

C O

N C

CONC.

CONC. WALK

C A

N O

P Y

C O

N C

CONC. RAMP

WOOD CHIPS

S T.

J O

S E

P H

A V

F T

MARNON AVE.

(25 FT WIDE)

Y O

U N

G A

V E

T W

233.22'

EXISTING:36 PARKING STALLS

PROPOSED: 48 PARKING STALLS

NET INCREASE: 12 STALLS

12.33'

22'

12121215

8 17

C-600

1. EXISTING CURB & GUTTER TO

REMAIN

2. EXISTING CONCRETE STOOP TO

REMAIN

3. PARKING LOT STRIPING

4. ADA PARKING STALL

5. BOLLARD ADA PARKING SIGN

6. CONCRETE DUMPSTER PAD

7. EXISTING TRANSFORMER TO

REMAIN

8. EXISTING BOLLARD TO REMAIN

9. EXISTING ELECTRICAL METER TO

REMAIN

10. EXISTING GAS METER TO REMAIN

11. EXISTING STORM INLET TO

REMAIN. ADJUST RIM ELEVATION

TO MATCH PROPOSED GRADING

PLAN. (SEE SHEET C-300)

12. EXISTING CONCRETE WALL TO

REMAIN

13. 6' TALL GALVANIZED CHAIN LINK

FENCE

14. 12' WIDE GALVANIZED CHAIN LINK

GATE WITH GATE SECURITY

HARDWARE. GATE SHALL BE

LOCKABLE BY SCHOOL STAFF.

15. EXISTING CONCRETE STORAGE

SHED TO BE REINSTALLED ON

THE PROPOSED CONCRETE

PAVEMENT BY ADVANCE

CONCRETE PRODUCTS. BIDDER

SHALL CONTACT BRAND NEWTON

FOR PRICING AND CARRY THIS

PRICE WITHIN THE BASE BID.

BRANDON NEWTON

PO BOX 549

975 NORTH MILFORD ROAD

HIGHLAND, MI 48357

248-887-4173 800-224-8351

248-887-2755 (FAX)

BRANDON@ACP-PRECAST.COM

WWW.ADVANCECONCRETEPRODUCTS.COM

16. RELOCATED DUMPSTER

17. INSTALL CONCRETE PAVEMENT

AROUND TRANSFORMER PAD

18. EXISTING SIDEWALK TO REMAIN.

PATCH AS REQUIRED IF DAMAGE

OCCURS DURING ADJACENT

ASPHALT RESURFACING.

1. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.

2. GRADE, LINE, AND LEVEL TO BE REVIEWED IN THE FIELD BY THE CONSTRUCTION MANAGER.

3. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE

WITH LOCAL MUNICIPAL AND DEPARTMENT OF NATURAL RESOURCES REGULATIONS.

4. SEE SHEET C-400 FOR ALL REQUIRED EROSION CONTROL ELEMENTS.

5. ANY EXISTING UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED AND

OR ADJUSTED SHALL BE THE RESPONSIBILITY OF THE SITE GRADING CONTRACTOR.

6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF DEMOLITION/CONSTRUCTION.

7. BIDDERS SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS PRIOR TO THE BID DATE.

8. PRIOR TO STARTING WORK, VERIFY WITH THE LOCAL AUTHORITIES THAT ALL REQUIRED PERMITS HAVE

BEEN ACQUIRED.

9. COORDINATE CONSTRUCTION IN THE RIGHT OF WAY WITH THE LOCAL AUTHORITIES.

10. PROVIDE PROPER BARRICADES, SIGNS, AND TRAFFIC CONTROL TO MAINTAIN THRU TRAFFIC ALONG

ADJACENT STREETS IN ACCORDANCE WITH LOCAL MUNICIPAL REQUIREMENTS.

11. SIDEWALK JOINTS SHALL BE INSTALLED AS INDICATED OR AS APPROVED BY THE CONSTRUCTION

MANAGER.

12. ALL GENERAL LANDSCAPE AREAS SHALL BE SEEDED, FERTILIZED, AND CRIMP HAY MULCHED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

ASPHALT PAVEMENT

CONCRETE PAVEMENT

HEAVY DUTY CONCRETE PAVEMENT

C-600

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-200

LAYOUT PLAN

KEYNOTES:

GENERAL NOTES:

PAVEMENT HATCH PATTERNS:

0' 30' 60'

1" = 30'

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

BENCHMARK:

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

EXISTING USE: INSTITUTIONAL, ELEMENTARY SCHOOL

PROPOSED USE: INSTITUTIONAL, ELEMENTARY SCHOOL

ZONING DISTRICT: PUBLIC LAND AND/OR R-1-A, R-1-B, OR R-1-C (ZONING MAP UNCLEAR)

SETBACK, REQUIRED: N/A

SETBACK, EXISTING: 25'

SETBACK, PROPOSED: N/A

SITE AREA: 120,117 SF = 2.75 AC

AREA OF EXISTING STRUCTURE: 33,351 SF

AREA OF PROPOSED STRUCTURE: N/A

GROSS STRUCTURE HEIGHT: N/A

OPEN STORAGE AREA: N/A

OUTDOOR SALES AREA: N/A

PARKING REQUIREMENTS FOR USE: ONE PARKING SPACE FOR EACH 2 EMPLOYEES

EXISTING PARKING AREA(S): 36 STALLS

PROPOSED PARKING AREA(S): 48 STALLS

INTERNATIONAL BUILDING AND FIRE CODE: N/A

MICHIGAN BUILDING CODE (USE GROUP): N/A

ACREAGE OF PROPOSED EARTH DISTURBANCE: 0.4 ACRES

ADA CODE (NAME): N/A

SITE DATA CHART

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

8"r

12"r

O H

15"s

12"r w w

' S

"r r s

U.P.

F .F

O eg

F .F

U.P.

F .F

U.P.

621.6 ds

F .F

BIT.

SURFACE

C O

N C

. W A

CONC. WALL

BENCH

K A

A V

E N

U E

F T

. W

C O

N C

CONC. WALK

C A

N O

P Y

WOOD CHIPS

RIM=621.77 RIM=622.25

RIM=622.01

622.20 622.27

622.49

622.71

622.36 622.53

622.41

622.61 622.22

622.72 622.84 622.76

622.69

622.63M

622.33M 621.78M

621.29M

621.49M

621.80M

622.23M

622.67M

622.90622.90

622.47

622.96

622.51

622.17

623.10

623.31M 623.45M

623.45M 623.38M

622.63M

622.53M

622.06M

621.68M

621.53M 621.36M

621.47M

623.16M

623.25M 623.08M

622.85M 622.77M

623.05M

622.65

622.49

623.49M 623.36M

1. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.

2. GRADE, LINE, AND LEVEL SHALL BE REVIEWED IN THE FIELD BY THE CONSTRUCTION MANAGER.

3. INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES IN ACCORDANCE WITH LOCAL MUNICIPAL

AND DEPARTMENT OF NATURAL RESOURCES REGULATIONS.

4. 6" OF TOPSOIL SHALL BE PROVIDED IN ALL GENERAL LAWN AREAS AND 12" SHALL BE PROVIDED IN ALL

PLANTING BED AREAS.

5. SEE SHEET C-400 FOR ALL REQUIRED EROSION CONTROL ELEMENTS.

6. ANY EXISTING UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED, AND/OR

ADJUSTED SHALL BE THE RESPONSIBILITY OF THE SITE GRADING CONTRACTOR.

7. COORDINATE ALL EARTHWORK ACTIVITIES WITH THE RESPECTIVE TRADES RESPONSIBLE FOR THE INSTALLATION

OF GAS, CABLE, TELEPHONE AND ELECTRICAL (INCLUDING MAIN SERVICE, SITE LIGHTING, CONDUITS AND

SIGNAGE).

8. EXCESS TOPSOIL SHALL BE REMOVED FROM SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER. COORDINATE WITH OWNER FOR LOCATION OF STOCKPILE IF THE OWNER CHOOSES TO SALVAGE EXCESS TOPSOIL FOR FUTURE

USE. SILT FENCE SHALL BE PLACED AROUND STOCKPILE.

9. ALL TESTING AND INSPECTION SHALL BE DONE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

10. THE LOCAL MUNICIPALITY SHALL BE CONTACTED PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY.

11. THE CONTRACTOR SHALL HAVE A TRAFFIC CONTROL PLAN APPROVED PRIOR TO WORK COMMENCING.

12. THE LOCAL MUNICIPALITY SHALL OPERATE ALL EXISTING WATER VALVES IF NEEDED.

892.26

RIM=893.56

892.05M

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

PROPOSED RIM ELEVATION

PROPOSED MATCH ELEVATION

(CONTRACTOR TO VERIFY)

PROPOSED STORM INLET

C-600

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-300

GRADING PLAN

0' 10' 20'

1" = 10'

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

BENCHMARK:

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

GRADING LEGEND:GENERAL NOTES:

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

8"r

12"r

O H

15"s

12"r w w

"r r s

U.P.

F .F

O eg

F .F

U.P.

F .F

U.P.

621.6 ds

F .F

1. INSTALL PERIMETER EROSION CONTROL

2. BEGIN DEMOLITION

3. BEGIN ROUGH GRADING AND UTILITY INSTALLATION

4. DURING GRADING ACTIVITIES EXISTING GRASS AND VEGETATION, TO BE REMOVED, SHALL

REMAIN IN PLACE FOR AS LONG AS POSSIBLE, TO AVOID SEDIMENT TRANSPORT.

5. TEMPORARY STABILIZATION ACTIVITY SHALL COMMENCE WHEN LAND DISTURBING

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED AND WILL NOT RESUME FOR A

PERIOD EXCEEDING 14 CALENDAR DAYS.

6. FINAL STABILIZATION ACTIVITY SHALL COMMENCE WHEN LAND DISTURBING ACTIVITIES

CEASE AND FINAL GRADE HAS BEEN REACHED ON ANY PORTION OF THE SITE.

7. IF DISTURBED AREAS MUST BE LEFT OVER WINTER, AN ANIONIC POLYACRYLAMIDE SHALL

BE APPLIED TO ALL DISTURBED AREAS PRIOR TO GROUND FREEZE. SEE SPECIFICATIONS

FOR DETAILS.

1. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.

2. NOTIFY THE LOCAL MUNICIPALITY AT LEAST 2 WORKING DAYS PRIOR TO THE START OF SOIL DISTURBING ACTIVITIES.

3. INSTALL ALL TEMPORARY EROSION CONTROL ELEMENTS PRIOR TO THE START OF DEMOLITION/CONSTRUCTION.

4. ALL ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE AMOUNT OF BARE SOIL EXPOSED AT ANY ONE

TIME. MAINTAIN EXISTING VEGETATION AS LONG AS POSSIBLE.

5. CRUSHED ROCK DRIVES FOR SEDIMENT TRACKING UTILIZING 3" CRUSHED ROCK SHALL BE MAINTAINED AT ALL CONSTRUCTION

ENTRANCES TO THE SITE. THE ROCK DRIVE SHALL BE A MINIMUM OF 12" THICK AND BE A MINIMUM OF 50 FEET IN LENGTH BY

THE WIDTH OF THE DRIVEWAY.

6. OFFSITE SEDIMENT DEPOSITS RESULTING FROM STORMWATER RUNOFF SHALL BE CLEANED BY THE END OF THE NEXT WORKDAY.

OFFSITE SEDIMENT DEPOSITS RESULTING FROM CONTRACTOR ACTIVITIES, INCLUDING SOIL TRACKING, SHALL BE CLEANED EACH WORKDAY. EXCESSIVE AMOUNTS OF SEDIMENT OR DEBRIS TRACKED ONTO ADJACENT STREETS SHALL BE CLEANED IMMEDIATELY. FINE SEDIMENT ACCUMULATIONS ON ADJACENT STREETS SHALL SWEPT MECHANICALLY OR MANUALLY AT LEAST WEEKLY AND BEFORE

IMMINENT RAINFALL.

7. DISTURBED GROUND OUTSIDE OF THE EVERYDAY CONSTRUCTION AREAS, INCLUDING SOIL STOCKPILES, THAT ARE LEFT INACTIVE FOR MORE THAN 7 DAYS SHALL BE TEMPORARILY STABILIZED BY SEEDING/MULCHING OR OTHER APPROVED METHODS.

8. WASTE MATERIAL THAT IS GENERATED ON THE CONSTRUCTION SITE SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO RUN

INTO RECEIVING WATERS.

9. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE END OF EACH

WORK DAY.

10. INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER ANY RAINFALL OF 0.5" OR MORE. MAKE NEEDED

REPAIRS AND DOCUMENT ALL ACTIVITIES PER STATE AND LOCAL REQUIREMENTS.

11. ALL TEMPORARY EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE UNTIL A SUFFICIENT GROWTH OF VEGETATION IS

ESTABLISHED AND THEN BE REMOVED AS PART OF THE BASE BID.

12. IF SEDIMENT LADEN WATER NEEDS TO BE REMOVED FROM THE SITE, FILTER BAGS OR SCREENING SHALL BE USED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS TO PREVENT SEDIMENT DISCHARGE TO THE MAXIMUM EXTENT PRACTICABLE.

13. COORDINATE ALL EARTHWORK ACTIVITIES WITH THE RESPECTIVE TRADES RESPONSIBLE FOR THE INSTALLATION OF GAS, CABLE, TELEPHONE AND ELECTRICAL (INCLUDING MAIN SERVICE, SITE LIGHTING, CONDUITS AND SIGNAGE).

14. PROVIDE RIP RAP AT ALL CULVERT OUTFLOW ENDWALL STRUCTURES TO PREVENT WASHOUT AND EROSION.

15. INSTALL FILTER FABRIC BENEATH ALL RIP RAP.

16. IF BARE SOIL IS EXPOSED DURING THE WINTER MONTHS, STABILIZATION BY MULCHING OR ANIONIC POLYACRYLAMIDE SHALL OCCUR

PRIOR TO SNOWFALL OR GROUND FREEZE.

17. SILT FENCE SHALL BE INSTALLED AROUND SOIL STOCKPILE, IF ANY.

18. THE CONTRACTOR SHALL PERFORM INSPECTIONS AND MONITORING OF EROSION CONTROL PRACTICES IN ACCORDANCE WITH STATE

AND LOCAL REQUIREMENTS.

888EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SILT FENCE

PROPOSED INLET PROTECTION

C-600

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-400

EROSION CONTROL

PLAN

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

BENCHMARK:

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

EROSION CONTROL SEQUENCING:EROSION CONTROL LEGEND:GENERAL NOTES:

0' 10' 20'

1" = 10'

STRUCTURE #

ST#1

ST#2

ST#3

STRUCTURE DETAILS

RIM = 621.77

INV (N) = 617.40

INV (W) = 619.94

INV (S) = 617.40

DEPTH = 4.37'

48" I.D. PRECAST CONCRETE MANHOLE

W/ EAST JORDAN 1060 CASTING

W/ TYPE M1 FLAT GRATE

RIM = 622.25

INV (N) = 616.94

INV (W) = 619.94

INV (S) = 616.94

DEPTH = 5.31'

48" I.D. PRECAST CONCRETE MANHOLE

W/ EAST JORDAN 1060 CASTING

W/ TYPE M1 FLAT GRATE

RIM = 622.01

INV (N) = 616.56

INV (W) = 616.91

DEPTH = 5.45'

EXISTING STORM INLET

ADJUST RIM ELEVATION

EX. CB

RIM=621.04

8" PVC W INV=619.59

e f.

o w g

BENCHMARK #1

ELEV=622.49

EX. CB

RIM=619.86

STRM MH

RIM=620.79

12" RCP N INV=615.19

12" RCP E INV=612.59

12" RCP SE INV=615.29

12" RCP W INV=612.49

FULL OF CONCRETE DEBRIS,

T/DEBRIS=617.49

APPEARS TO BE ABANDONED

EX. CB

RIM=620.64

12" S INV=617.09

STRM CB

RIM=622.16

8" PVC N INV=616.56

8" D.I.P. E INV=618.96

12" RCP S INV=616.41

6" PVC W INV=619.21

STRM CB

RIM=621.19

8" PVC E INV=619.29

6" PVC S INV=619.34

8" PVC NW INV=619.29

STRM MH

RIM=621.84

8" PVC S INV=618.54

8" PVC SE INV=619.04

6" PVC NW INV=618.59

STRM MH

RIM=620.16

6" PVC SE INV=619.26

EX. CB

RIM=620.47

12" RCP NW INV=615.87

SAN MH

RIM=620.63

18" RCP E INV=602.3

15" RCP W INV=602.13

GVIW

RIM=621.00

FULL OF WATER

UNKN. E-W T/P=616.00

GVIW

RIM=620.62

FULL OF WATER

UNKN. E-W T/P=615.92

STRM MH

RIM=621.10

12" RCP N INV=617.20

24" RCP E INV=617.40

12" RCP SW INV=617.10

24" RCP W INV=616.80

SAN MH

RIM=621.07

8" RCP E INV=605.97

15" RCP E INV=602.7

15" RCP S INV=62.87

10" NW = SEVERE OFFSET

6"r

8"r

12"r

8" r

6"r

O H

15"s

CONC.

STRM MH

RIM=620.58

SEALED SHUT

12"r

STRM MH

RIM=621.19

30" RCP NE INV=615.79

12" RCP SW INV=616.19

30" RCP W INV=615.84

STRM MH

RIM=621.18

12" RCP N INV=615.48

24" RCP E INV=612.73

36" RCP S INV=612.68

30" RCP SW INV=615.38

36"r

12"r

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

5' WIDE PUBLIC

EASEMENT

PER PLAT

50' w w w

GATE

' S

"r 12"r r s

621.6

U.P.

F .F

O eg

F .F

U.P.

F .F

U.P.

621.6

621.2

621.1

U.P.

E X

. M H

620.96

E X

. M H

=621.16 ds

F .F

R FI

HESSE STREET

(80 FT. WIDE)

EX. BUILDING

PLAY AREA

W/ CANOPY

BIT.

SURFACE

C O

N C

C O

N C

. W A

C O

N C

. W A

CONC. WALK

BIT. WALK

CONC. WALL

PLAYGROUND

EQUIP.

PLAYGROUND

EQUIP.

BENCH

C O

N C

. W A

CONC.

K A

A V

E N

U E

F T

. W

C O

N C

CONC.

CONC. WALK

C A

N O

P Y

C O

N C

CONC. RAMP

WOOD CHIPS

S T.

J O

S E

P H

A V

F T

MARNON AVE.

(25 FT WIDE)

Y O

U N

G A

V E

T W

ST#3

ST#1

ST#2

22 L.F. OF 4" UNDERDRAIN

(7' DIAMETER; NTS)

INV = 619.94

1 L.F. OF 4" UNDERDRAIN @

0.00%. CONNECT W/ 4" TEE.

22 L.F. OF 4" UNDERDRAIN

(7' DIAMETER; NTS)

INV = 620.42

1 L.F. OF 4" UNDERDRAIN @

0.00%. CONNECT W/ 4" TEE.

22 L.F. OF 4" UNDERDRAIN

(7' DIAMETER; NTS)

INV = 620.18

1 L.F. OF 4" UNDERDRAIN @

0.00%. CONNECT W/ 4" TEE.

STORM MANHOLE SCHEDULE:

1. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO COMMENCEMENT OF WORK.

2. GRADE, LINE, AND LEVEL SHALL BE REVIEWED IN THE FIELD BY THE CONSTRUCTION MANAGER.

3. ANY EXISTING UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED AND OR ADJUSTED

SHALL BE THE RESPONSIBILITY OF THE SITE GRADING CONTRACTOR.

4. COORDINATE ALL UTILITY WORK WITH THE RESPECTIVE TRADES RESPONSIBLE FOR THE INSTALLATION OF GAS, CABLE, TELEPHONE AND ELECTRICAL (INCLUDING MAIN SERVICE, SITE LIGHTING, CONDUITS AND SIGNAGE).

5. COORDINATE UTILITY SERVICE DISCONNECTIONS/OUTAGES WITH OWNER AND ANY IMPACTED NEIGHBORS. MINIMIZE

DISRUPTIONS TO THE MAXIMUM EXTENT PRACTICAL.

6. COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE LOCAL MUNICIPALITY.

7. ALL TESTING AND INSPECTION SHALL BE DONE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

8. THE MUNICIPALITY SHALL BE CONTACTED PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY, AND PRIOR TO

CONNECTING SANITARY SEWER AND WATER LATERALS TO THE PUBLIC MAINS.

9. THE CONTRACTOR SHALL HAVE A TRAFFIC CONTROL PLAN APPROVED PRIOR TO WORK COMMENCING.

10. THE MUNICIPALITY SHALL OPERATE ALL EXISTING WATER VALVES, IF NEEDED.

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

C-500

UTILITY PLAN

0' 30' 60'

1" = 30'

UTILITY DISCLAIMER:

THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND

PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED

FROM VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT

PLANS. SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS,

DIRECTION, AND LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED

BY AS-BUILT PLANS AND/OR ESTIMATED BASED ON FIELD

OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE VICINITY OF ANY

UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE LOCATIONS,

DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN HEREON

ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY

LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS

AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE

INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY

EXCAVATION UPON THIS SITE MAY RESULT IN THE DISCOVERY OF

ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON. IN GENERAL,

UNDERGROUND UTILITY LOCATIONS ARE SHOWN FROM UTILITY MARKINGS,

BY OTHERS, AND/OR AS-BUILT PLANS, PROVIDED BY OTHERS. POINT

OF BEGINNING MAKES NO WARRANTY OF ANY KIND, EXPRESS OR

IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN HEREON,

AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS RELIABLE

AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.

NOTE THAT THE BASE TOPOGRAPHIC MAP FOR THIS DRAWING WAS SURVEYED AND DRAFTED BY

OTHERS. POINT OF BEGINNING WILL NOT BE HELD LIABLE FOR ANY INACCURACIES OR OMISSIONS

FROM THE TOPOGRAPHIC MAP/INFORMATION.

EXISTING CONDITIONS DISCLAIMER:

BENCHMARK:

BENCHMARK #1

SET MAG IN SOUTHEAST SIDE OF UTILITY POLE AT SOUTHWEST PROPERTY CORNER.

ELEVATION=622.49 (NAVD888)

BENCHMARK #2

SET CAPPED IRON ROD 38'± NORTHWEST OF NORTHWEST CORNER OF BUILDING

ELEVATION=622.61 (NAVD888)

UTILITY LEGEND:

GENERAL NOTES:

PROPOSED STORM INLET

C-600

C H

H O

O D

O O

G A

N D

G L

O T

Z, W

, M

I 4

Project Number

ISSUE FOR BID:

2 3 4 5

MID-000047

XX-XX-XXXX

REVISIONS DATE

Po in t Be gi nn in g of

B Pr oj ec t:

Dr aw n:

G N

C iv il E ng in ee rin g

La nd

S ur ve yi ng La nd sc ap e

Ar ch ite ct ur e

K irs ch lin g C ou rt

St ev en s P oi nt

, W I 5

(P h)

2( Fx

C he ck ed

100% CDs 4-10-2025

NAME:

Date:

Exp. Date:

Lic. No.

JESSE BECKER

4-8-2025

7-21-2025 6201312708

DETAILS

C-600

ASPHALT PAVEMENT 1

C-600 CONCRETE SIDEWALK 2

C-600 PARKING LOT STRIPING 4

C-600HEAVY DUTY CONCRETE PAVEMENT 3

C-600

BOLLARD ADA PARKING SIGN 5

C-600

SILT FENCE 9

C-600 INLET PROTECTION 10

C-600

CHAIN LINK GATE POST 7

C-600CHAIN LINK FENCE POST 6

C-600

COMPACTED

SUBGRADE6" DENSE GRADE BASE COURSE,

MDOT 22A GRADATION

TOPSOIL7" CONCRETE PAVEMENT

COMPACTED

SUBGRADE6" DENSE GRADE BASE COURSE,

MDOT 22A GRADATION

TOPSOIL4" CONCRETE SIDEWALK

BLUE HANDICAP

PARKING SYMBOL

9'9' 9'

STANDARD

STALL

HANDICAP

STALL

4" PARKING SPACE STRIPE

YELLOW COLOR

4" PAINTED STRIPES - YELLOW COLOR

@ 24" O.C. AT 45 DEGREES

VAN ACCESSIBLE

15"

12"x18" MICHIGAN STATE LAW

COMPLIANT ACCESSIBLE PARKING SIGN

STANDARD STATE APPROVED

ACCESSIBLE PARKING SIGNAGE

INSTALLED ON A METAL COLUMN

AT THE PROPER HEIGHT REQUIRED.

CONCRETE FOUNDATION

PROVIDE ADDITIONAL SIGNAGE BELOW THE

ACCESSIBLE PARKING SIGN AS REQUIRED

PER REGULATIONS.

BOLT SIGNS TO GALVANIZED METAL

PIPE COLUMN.

CONCRETE FILLED GALVANIZED BOLLARD

6" DIAMETER BOLLARD

"VAN ACCESSIBLE" SIGN

ADJACENT TO 8'-0" OR WIDER

ACCESS AISLES ONLY

FENCE POSTTOPSOIL OR

HARDSURFACE

PAVEMENT

DRIVING DEPTH VARIES

ACCORDING TO

SPECIFICATIONS

COMPACTED

SUBGRADE

NOTES:

1. SEE LAYOUT PLAN FOR FENCE LOCATIONS.

2. ALL CHAIN LINK FENCE POSTS SHALL BE DRIVEN.

3. DRIVEN FENCE POSTS INSTALLED WITHIN CONCRETE SHALL BE:

3.1. CORED, DRIVEN, AND SEALED WITH CONCRETE JOINT SEALANT; OR

3.2. SET PRIOR TO POURING CONCRETE, WRAPPED WITH EXPANSION FOAM, AND SEALED

WITH CONCRETE JOINT SEALANT (SILICONE JOINT SEALANT MEETING ASTM C-920

TYPE S CLASS 25)

3.3. BEFORE DRIVING A FENCE POST IN A CONCRETE AREA, IF THE FENCE POST IS

LOCATED WITHIN 2 FEET OF THE EDGE OF CONCRETE, SAWCUT A CONTROL JOINT

FROM THE FENCE POST TO THE EDGE OF CONCRETE.

4. DRIVEN FENCE POSTS INSTALLED WITHIN ASPHALT PAVEMENT SHALL BE CORED,

DRIVEN, AND SEALED WITH CONCRETE JOINT SEALANT.

12" DIA.

SURFACE MAY VARY

SEE PLAN FENCE POST

CONCRETE

FOUNDATION

COMPACTED

SUBGRADE

NOTES:

1. ALL GATES WITH A SWING OF 6' OR LARGER SHALL HAVE A

CONCRETE FOUNDATION AS SHOWN ABOVE.

2. SEE LAYOUT PLAN FOR GATE LOCATIONS

SONOTUBE CONCRETE

FORM OR EQUAL

6" DENSE GRADE BASE COURSE,

MDOT 21A OR 21AA GRADATION

COMPACTED SUBGRADE

TOPSOIL

1.75" SURFACE COURSE MDOT 4EMH PG58-28

2.25" BINDER COURSE MDOT 4EMH PG58-28

TACK COAT

12" BREAKER RUN

MDOT GEOTEXTILE SEPARATOR

4" UNDERDRAIN, WHERE

SHOWN ON THE UTILITY PLAN

1' 1'

1' V

A R

A C

C O

R D

T O

R M

M A

N H

S C

H E

D U

SECTION VIEW

CASTING, VERIFY TYPE FOR

INLET OR MANHOLE STRUCTURE FINISH GRADE

SURFACE MAY VARY

ADJUSTING RINGS 6"

TOTAL THICKNESS MIN

PRECAST CONCRETE TOP

W/ 2'-0" ACCESS HOLE

4" DRAINTILE W/SOCK

PRECAST CONCRETE BARREL

CONCRETE BASE

STONE BEDDING

OUTLET

PIPE

INLET

PIPE

CONCRETE STRUCTURE

4" DRAINTILE W/SOCK

TAP INTO MANHOLE 22" BELOW

PROPOSED RIM ELEVATION

NOTES:

1. DRAINTILE SHALL BE INSTALLED AROUND ALL NEW & EXISTING MANHOLES

WITHIN PAVEMENT AREAS, UNLESS OTHERWISE NOTED ON PLANS.

2. MANHOLES STEPS SHALL BE INSTALLED IN ALL STORM STRUCTURES

EXCEEDING A TOTAL HEIGHT OF 5.0'.

PLAN VIEW

VARIES ACCORDING

TO STORM MANHOLE

SCHEDULE

STORM INLET 8

C-600

FABRIC FENCE POST

NOTES:

FABRIC

EXCESS

FLOW DIRECTION

AND ANCHOR

FLO

W DIRECTIO

3' MAX

FLOW

GEOTEXTILE FABRIC

SUPPORT CARD

SILT FENCE

3' MAX

SILT FENCE TIE BACK

WHEN REQUIRED BY ENGINEER

TRENCH DETAIL

FOLD

3" MAX.

JOINT DETAIL

FABRIC TO BE WRAPPED

AROUND FENCE POST &

STAPLED OR NAILED

SILT FENCE A

SILT FENCE B

WOOD POST

LENGTH 4' MIN.

2' MIN DEPTH

IN GROUND.

GEOTEXTILE FABRIC

WISDOT TYPE "FF"

BACKFILL AND COMPACT

TRENCH W/EXCAVATED

SOIL.

1. HORIZONTAL BRACE WITH 2"x4" WOODEN FRAME OR EQUIVALENT

AT TOP OF POST AS DIRECTED BY THE ENGINEER.

2. TRENCH SHALL BE A MINIMUM OF 4" WIDE BY 6" DEEP TO BURY

AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO

FIT TRENCH AND BACKFILL. NEXT, COMPACT THE TRENCH

WITH EXCAVATED SOIL.

3. WOOD POSTS SHALL BE A MINIMUM OF 1-1/8" x 1-1/8" IN SIZE

AND BE MADE FROM OAK OR HICKORY.

4. ATTACH THE FABRIC TO THE POST WITH WIRE STAPLES OR

WOODEN LATH AND NAILS.

5. WOOD POSTS SHALL MAINTAIN A 3' MAXIMUM SPACING WHEN

USING STANDARD GEOTEXTILE FABRIC. WHEN WOVEN GEOTEXTILE

FABRIC IS USED, THE WOOD POSTS MAY BE SPACED UP TO 8'

APART.

GEOTEXTILE FABRIC,

TYPE "FF"

FRONT, BACK AND

BOTTOM TO BE

MADE FROM SINGLE

PIECE OF FABRIC.

4"X6" OVAL HOLE

SHALL BE HEAT

CUT INTO ALL

FOUR SIDE PANELS.

USE REBAR OR STEEL

ROD FOR REMOVAL

FOR INLETS WITH CAST

CURB BOX, USE WOOD

2"X4", EXTEND 10" BEYOND

GRATE WIDTH ON BOTH

SIDES, LENGTH VARIES.

SECURE TO GRATE WITH

WIRE OR PLASTIC TIES.

INLET SPECIFICATIONS AS PER

THE PLAN DIMENSION LENGTH

AND WIDTH TO MATCH

12"

FLAP POCKET

NOTES:

1. USE TYPE D INLET PROTECTION FOR

ALL NON-CURB INLETS

2. USE FLEXSTORM'S CATCH-IT PRODUCT

OR APPROVED EQUAL WITH RIGID

FRAME.

3. DO NOT BLOCK THE TOP HALF OF THE

CURB FACE OPENING

MINIMUM DOUBLE

STITCHED SEAMS

ALL AROUND SIDE

PIECES AND ON

FLAP POCKETS.

SONOTUBE CONCRETE

FORM OR EQUAL

Project Number

ISSUE FOR BID:

SHEET

1 2 3 4 5 6

1 03/21/202575% CD

2 04/09/2025100% CD

VDP25

03/21/25

R1.00

Ke nn ed y

Ea rly

C hi ld ho od C en te r -

R oo fin g an d

Pa rk in g

Lo t I m pr ov em en ts

OVERALL ROOF AREA

PLAN

Ka ltz A ve , W ar re n, M

I 4

# REVISION DATE

R5.00

SIM 6

R5.00

SIM 6

R5.00

R3.00

SIM4

R3.00

SIM 6

R5.00

0 4' 8' 16'SCALE:R1.00 1/8" = 1'-0"

1 OVERALL ROOF AREA PLAN

R5.00

NORTH

NORTH ARROW

ANNOTATIONS

AREA NOT

IN CONTRACT

NORTH POINT

DETAIL NO.

DETAIL REFERENCE

SHEET NO.

CONDITION IS SIMILAR

TO DETAIL NO.

SIM

R5.00

ROOF AREA TAG

ROOF NO.

ROOF AREA

NORTH

LEGEND

CURB

ROOF DRAIN & SUMP

ROOF HATCH

HEAT STACK

POURABLE SEALER POCKET

PIPE PENETRATION

ROOF PARAPET/

SEPARATION JOINT

ROOF EDGE

CURB, SCHEDULED

FOR REMOVAL

FAN CURB

UNIT ON SLEEPER CURB

R5.00

SIM 1

R5.00

SIM 1

R5.00

R5.001

R5.00

138'

244'

137' 17'

120'

13'

124'

10'

19'

25'

R5.00

ROOF AREA 1

ROOF AREA 2

ROOF AREA 3

ROOF AREA 4

ROOF AREA 5

R3.00

BASE BID:

PREPARE, PRIME, AND APPLY NEW COATING ON EXISTING METAL

ROOF. COATING COLOR TO BE SPECIFIED BY OWNER.

ALTERNATE BID:

INSTALL NEW STANDING SEAM ROOF ASSEMBLY ON HAT

CHANNELS OVER EXISTING METAL ROOF.

R5.00

2' 2'

TYP NEW ROOF SYSTEM, REFER

TO NEW ROOF SECTION FOR

ASSEMBLY COMPONENTSFLAT INSULATION

BOARD

0" TO 1" X 24" WOODFIBER

TAPERED EDGE STRIP

CAST IRON STRAINER AND

DRAIN BOWL ASSEMBLY 30" x 30" FOUR-POUND

LEAD STIFFENING PLATE

STRIPPING PLIES

6" MIN

NEW AND EXISTING WOOD BLOCKING - TYPICAL;

AS NECESSARY TO ACHIEVE INSULATION &

FLASHING HEIGHT

℄ OF DRAIN AND SUMP

TYP NEW ROOF SYSTEM, REFER

TO NEW ROOF SECTION FOR

ASSEMBLY COMPONENTS

6" MINIMUM; STAGGER NEW AND

EXISTING INSULATION BOARDS

1. REMOVE EXISTING WET INSULATION BOARDS UNTIL DRY DECK CAN BE

OBSERVED AROUND FULL PERIMETER OF IDENTIFIED WET INSULATION.

2. NEW INSULATION BOARDS, MECHANICALLY ATTACHED, TO MATCH HEIGHT

OF NEW INSULATION SYSTEM OVER EXISTING ROOF ASSEMBLY. FINISHED

HEIGHT WILL BE A CONSISTENT SURFACE WITHOUT DEPRESSION.

PROVIDE FASTENERS AS NECESSARY TO

PROPERLY SECURE INSULATION BOARDS AND

MEET SECUREMENT REQUIREMENTS

1" PER 1'-0" WOOD FIBER

BOARD TAPERED EDGE

STRIP; MECHANICALLY

ATTACHED OVER EXISTING

ROOF SYSTEM

1" FLAT ISOCYANURATE

INSULATION BOARD;

MECHANICALLY ATTACHED

OVER EXISTING ROOF SYSTEM

TYP NEW ROOF SYSTEM, REFER

TO NEW ROOF SECTION FOR

ASSEMBLY COMPONENTS

Project Number

ISSUE FOR BID:

SHEET

1 2 3 4 5 6

1 03/21/202575% CD

2 04/09/2025100% CD

VDP25

03/21/25

R3.00

Ke nn ed y

Ea rly

C hi ld ho od C en te r -

R oo fin g an d

Pa rk in g

Lo t I m pr ov em en ts

EXISTING AND NEW

TYPICAL ROOF

SECTIONS

Ka ltz A ve , W ar re n, M

I 4

# REVISION DATE

ROOF AREA: 1, 2, 3, 4, 5

NOTE: ALL COMPONENTS ARE EXISTING AND ARE TO BE REMOVED UNLESS DESIGNATED TO REMAIN

TYPE B STEEL ROOF DECK TO REMAIN

2" POLYISOCYANURATE

INSULATION BOARD TO REMAIN

1/2" FIBERGLASS INSULATION BOARD TO REMAIN

MULTI-PLY COAL TAR PITCH MEMBRANE

TO REMAIN

GRAVEL SURFACING; LOOSE GRAVEL SURFACING

TO BE REMOVED. GRAVEL ADHERED IN COAL-TAR

PITCH MEMBRANE TO REMAIN

ROOF AREA: 1, 2, 3, 4, 5

NOTE: ALL COMPONENTS NEW UNLESS DESIGNATED AS EXISTING

SECUREMENT PLATE AND FASTENER

(NOT SHOWN IN DETAILS FOR CLARITY)

EXISTING POLYISOCYANURATE INSULATION

EXISTING TYPE B STEEL ROOF DECK

(EXISTING DECK)

N B

D (S

O M

N O

O W

F O

1/2" HIGH DENSITY POLYISOCYANURATE COVERBOARD;

MECHANICALLY ATTACHED THROUGH EXISTING ROOF SYSTEM

(INSULATION BOARD)

EXISTING FIBERGLASS INSULATION BOARD

EXISTING GRAVEL SURFACED MULTI-PLY

COAL-TAR PITCH MEMBRANE

1/4" GYPSUM COVERBOARD; SET IN LOW-RISE ADHESIVE OVER

NEW HIGH DENSITY POLYISOCYANURATE COVERBOARD

(COVERBOARD)

2-PLY MODIFIED…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 20, 2025.