MAIN STREET ALLEYS &

VILLAGE OF BERRIEN SPRINGS

BERRIEN COUNTY, MICHIGAN

APRIL 2020

VICINITY MAP

BERRIEN COUNTY

LOCATION MAP

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Know what's below.before you dig.Call

R

1

841320

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

APRIL 2020

F&V PROJECT NO.

PROJECT LOCATION

841320_01 andyo

DESIGN. BUILD. OPERATE.

N

BERRIEN SPRINGS

VILLAGE OF

INDEX OF DRAWINGS

DESCRIPTION SHEET NO.

COVER SHEET 1

NOTES 2

TYPICAL SECTIONS 3

PLAN & PROFILE - NORTH ALLEY 4

PLAN & PROFILE - SOUTH ALLEY 5

PLAN & PROFILE - SOUTH MAIN STREET 6

DETAILS 7

MAINTAINING TRAFFIC PLAN 8

INTERSECTION DETAILS 9

PROJECT LOCATION

CUL-DE-SAC RECONSTRUCTION

841320 NOTES

041620 peted

NO

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DJD AWO

2

ADJUSTMENT OF CATCH BASINS

SURFACE RESTORATION

THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION AND DEPTH OF EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF NEW UTILITY. CONFLICTS IN GRADES

SHALL BE REPORTED TO ENGINEER AND ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST

TO OWNER.

THE OWNERS OF EXISTING SERVICE FACILITIES THAT ARE WITHIN THE GRADING OR STRUCTURE

LIMITS WILL MOVE THEM TO LOCATIONS DESIGNATED BY THE ENGINEER OR WILL REMOVE THEM

ENTIRELY FROM THE ROAD RIGHT-OF-WAY. OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED

TO MOVE ADDITIONAL POLES OR STRUCTURES IN ORDER TO FACILITATE THE OPERATION OF

CONSTRUCTION EQUIPMENT UNLESS IT IS DETERMINED BY THE ENGINEER THAT SUCH POLES OR

STRUCTURES CONSTITUTE A HAZARD TO THE PUBLIC OR ARE EXTRAORDINARILY DANGEROUS TO

THE CONTRACTOR'S OPERATIONS.

THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST

INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY IN

CASE UTILITIES HAVE BEEN CONSTRUCTED OR REMOVED.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE THE LOCATION AND ELEVATION OF ALL

CATCH BASIN CASTINGS PROPERLY ALIGNED WITH THE PROPOSED CURB. ADJUSTMENT OF

CASTINGS ON NEW STRUCTURES IS INCLUDED IN PAYMENT FOR THE DRAINAGE STRUCTURE

COVER SPECIFIED. ADJUSTMENT OF CASTINGS ON EXISTING STRUCTURES WILL BE PAID AS DR

STRUCTURE COVER, ADJ. THESE ITEMS INCLUDE ALL BLOCK OR GRADE RINGS NECESSARY FOR

PROPER ADJUSTMENT.

PUBLIC UTILITIES

CABLE TV

GAS

TELEPHONE

SEWER & WATER

ALL CURB DIMENSIONS SHALL BE FROM BACK OF CURB UNLESS OTHERWISE INDICATED.

CONSTRUCTION NOTES

CURB DIMENSIONS

SUBBASE (CIP)

SAWCUTTING PAVEMENT

FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR

811 A MINIMUM OF THREE WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS & HOLIDAYS PRIOR

TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS

WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF NOTIFYING THE UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS DIG"

ALERT SYSTEM.

TO PROTECT SLOPES AND DITCHES, SEED / MULCH SHALL BE PLACED AS SOON AS POSSIBLE AND

AS DIRECTED BY THE ENGINEER. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES SHALL BE UTILIZED DURING CONSTRUCTION AS DIRECTED BY ENGINEER.

PLAN ELEVATIONS

SOIL EROSION CONTROL MEASURES

UNDERGROUND UTILITIES

AREAS DISTURBED BY CONSTRUCTION, SURFACE SHALL BE GRADED SMOOTH AND RESTORED WITH 4" OF NEW

TOPSOIL, HYDROSEEDED, FERTILIZED AND MULCHED. SLOPES OF 1:2 OR STEEPER SHALL RECEIVE MULCH

BLANKET PEGGED IN PLACE. AREAS BETWEEN THE CURB AND SIDEWALK SHALL BE FILLED, GRADED SMOOTH AND

RESTORED AS NOTED ABOVE. RESTORATION SHALL BE FROM BACK OF CURB TO RIGHT OF WAY AS DIRECTED BY

ENGINEER. RESTORATION OF DISTURBED AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY WILL NOT BE PAID FOR

SEPARATELY UNLESS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER.

SAWCUTTING EXISTING PAVEMENT AT REMOVAL LIMITS WHERE INDICATED ON THE PLANS AND AS

DIRECTED BY THE ENGINEER SHALL BE INCLUDED IN ROADWAY GRADING.

WHEN NATURAL MATERIAL MEETING SUBBASE REQUIREMENTS IS LEFT IN PLACE, IT WILL NOT BE

PAID FOR. THE GRADING AND COMPACTIVE WORK REQUIRED SHALL BE INCLUDED IN

COMPENSATION FOR ROADWAY GRADING. EXCAVATION FOR INSTALLATION OF NEW SAND

SUBBASE, IF REQUIRED, IS TO BE INCLUDED IN SUBBASE (CIP).

EXISTING SIGNS IN THE WAY OF CONSTRUCTION ACTIVITIES ARE ARE TO BE REMOVED, SALVAGED AND

REINSTALLED ALONG WITH THEIR SUPPORTS BY THE CONTRACTOR, AS APPROVED BY THE ENGINEER. THE

CONTRACTOR SHALL PROTECT SIGNS AND SUPPORTS IN SUCH A WAY AS TO AVOID DAMAGE TO EITHER. ALL OTHER

SIGNS (IN THE WAY OF CONSTRUCTION) SHALL BE REMOVED AND PLACED AT A CONVENIENT LOCATION FOR CITY

PICKUP. PAYMENT FOR THIS WORK IS INCLUDED IN ROADWAY GRADING PAY ITEM.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF PLANS TO POUR CONCRETE A

MINIMUM OF 24 HOURS BEFORE THE POUR. THE CONTRACTOR SHALL PROVIDE A

MINIMUM OF TWO HOURS BETWEEN FORMING A SECTION OF FLATWORK AND POURING

THE SECTION TO ALLOW FOR INSPECTION OF THE GRADES, GRADING, AND SUB-BASE.

FAILURE TO PROVIDE NOTICE AND TIME FOR INSPECTION WILL BE CONSIDERED CAUSE

TO REJECT THE PRODUCT OR CAUSE TO REQUIRE RESCHEDULING OF THE WORK, WITH

NO ADJUSTMENTS TO THE COMPLETION DATES.

CONCRETE WORK

ELECTRIC

STRUCTURE COVERS

STORM MANHOLE COVER B

CATCH BASIN COVER C

SANITARY SEWER COVER Q

ELEVATIONS SHOWN IN THESE PLANS ARE BASED ON AN ASSUMED DATUM.

DRIVEWAYS

EXISTING DRIVEWAYS SHALL BE REMOVED WHERE NECESSARY, WHERE SHOWN ON PLANS OR AS DIRECTED

BY ENGINEER. GRADING AND PREPARATION FOR NEW DRIVEWAY SHALL BE INCLUDED IN ROADWAY

GRADING. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS DURING CONSTRUCTION WITH 22A

AGGREGATE OR HMA MILLINGS INCLUDED IN ROADWAY GRADING. SIDEWALK ACROSS ALL DRIVES SHALL BE

MINIMUM 6" THICKNESS, EXTENDING 5 FEET BEYOND EXISTING DRIVEWAY WIDTH ON EACH SIDE.

NOTICE TO RESIDENTS

CONTRACTOR SHALL NOTIFY RESIDENTS IN WRITING 24 HOURS IN ADVANCE OF DISRUPTION TO SERVICE SUCH AS

DRIVEWAY CLOSING OR UTILITY SERVICE.

SALVAGE

THE VILLAGE RESERVES THE RIGHT TO SALVAGE ALL EXISTING MATERIALS (CASTINGS,

HYDRANTS, SIGNS, ETC). MATERIALS DESIRED TO BE SALVAGED SHALL BE STOCKPILED ON SITE

FOR VILLAGE PICKUP.

EXISTING WATER MAINS AND SEWERS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERLY IDENTIFIED EXISTING

WATER MAINS AND/OR EXISTING SEWERS AND/OR GAS MAINS AND /OR ANY OTHER PUBLIC OR

PRIVATE UTILITY DURING THE CONSTRUCTION OF THIS PROJECT.

ADJUSTING MONUMENT BOXES

IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED AND THAT,

WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED, WHETHER SHOWN OR NOT.

SOIL BORINGS

SOIL BORING LOGS ARE LOCATED IN THE PROJECT MANUAL. THE SOIL BORINGS LOGS REPRESENT

POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT SUBSURFACE

CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORING.

REMOVING PAVEMENT

REMOVING PAVEMENT SHALL BE INCLUDED IN COLDMILLING HMA SURFACE. REMOVING

AGGREGATE SURFACE OR BASE SHALL BE INCLUDED IN ROADWAY GRADING. REMOVING

SUBBASE, WHERE DIRECTED, SHALL BE INCLUDED IN ROADWAY GRADING.

MICHIGAN GAS UTILITIES

711 STARLITE DRIVE

BENTON HARBOR, MI 49022

P 269.605.2187

ATTN: TIM RICE

VILLAGE OF BERRIEN SPRINGS

112 N CASS STREET

BERRIEN SPRINGS, MI 49103

P 269.473.6921

ATTN: BILL DUSTIN

COMCAST

1930 NILES BUCHANAN ROAD

NILES, MI 49120

P 866.594.1234

ATTN: JAY CASTELLO

AT&T

2919 MILLCORK ROAD

KALAMAZOO, MI 49001

P 269.926.0232

ATTN: CHRIS BROWN

AEP

2425 MEADOW BROOK ROAD

BENTON HARBOR, MI 49002

P 269.926.0683

ATTN: KURT SCHNEIDER

NOTE: ALL ITEMS LISTED ON THE LEGEND MAY

NOT BE PRESENT ON DRAWING.

SB-#

LEGEND

THE FOLLOWING ITEMS OF WORK ARE ESTIMATED FOR THE

ENTIRE PROJECT FOR SURFACE RESTORATION AND EROSION

CONTROL

QUANTITY UNIT DESCRIPTION

700 SYD SURFACE RESTORATION

5 EAEROSION CONTROL INLET PROTECTION, FABRIC DROP

STORM DRAINS

ALL CONNECTION TO EXISTING PIPE SHALL BE APPROVED BY ENGINEER AND WILL BE INCLUDED IN THE COST OF

THE NEW PIPE.

MAINTAINING TRAFFIC

CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL RESIDENTS AND EMERGENCY VEHICLES DURING CONSTRUCTION.

SANITARY SEWER

A MINIMUM SEPARATION OF 10 FOOT HORIZONTAL AND 18 INCH VERTICAL (AT CROSSINGS), FROM

OUTSIDE OF PIPE TO OUTSIDE OF PIPE, MUST BE MAINTAINED BETWEEN ALL SANITARY SEWER

MAINS AND ANY WATER MAINS.

THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY

APPLY THROUGHOUT THIS PROJECT. THESE ITEMS ARE NOT

DETAILED OR INCLUDED ON THE PLAN AND PROFILE SHEETS:

QUANTITY UNIT DESCRIPTION

1 LS

MOBILIZATION, BONDS & INSURANCE (5% MAX)

50 CYDMAINTENANCE GRAVEL, LM

1 LS BYPASS PUMPING

MISCELLANEOUS QUANTITIES

THE FOLLOWING ITEMS OF WORK ARE ESTIMATED FOR THE

ENTIRE PROJECT FOR TEMPORARY TRAFFIC CONTROL:

QUANTITY UNIT

DESCRIPTION

1 LS MINOR TRAF DEVICES

6 EA

BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED,

DOUBLE SIDED, FURN

6 EA

BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED,

DOUBLE SIDED, OPER

150 SFTSIGN, TYPE B, TEMP, PRISMATIC, FURN

150 SFTSIGN, TYPE B, TEMP, PRISMATIC, OPER

25 EAPLASTIC DRUM, HIGH INTENSITY, FURN

25 EAPLASTIC DRUM, HIGH INTENSITY, OPER

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

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APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

EXISTING CROSS-SECTION - SOUTHERN ALLEY

±12' LIMITS OF EXISTING HMA SURFACE

EXISTING CROSS-SECTION - NORTHERN ALLEY

C

L

PAVEMENT

±30' LIMITS OF EXISTING HMA SURFACE

C

L

PAVEMENT

STA 10+56 TO 11+70

±12' LIMITS OF EXISTING CONCRETE SURFACE

EXISTING CROSS-SECTION - NORTHERN ALLEY

C

L

PAVEMENT

STA 11+70 TO 13+22

±30' LIMITS OF EXISTING HMA SURFACE

8" AGGREGATE BASE, CIP

BACKFILL WITH EX. SUBBASE

C

L

PAVEMENT

PROPOSED CROSS SECTION - SOUTHERN ALLEY

1 2

12" SAND SUBBASE, CIP

8" PVC SANITARY SEWER

±12' LIMITS OF EXISTING HMA SURFACE

RESHAPE 8" AGGREGATE BASE, CIP

C

L

PAVEMENT

PROPOSED CROSS SECTION - NORTHERN ALLEY

1 2

±12' LIMITS OF EXISTING CONCRETE SURFACE

RESHAPE 8" AGGREGATE BASE, CIP

C

L

PAVEMENT

PROPOSED CROSS SECTION - NORTHERN ALLEY

8" NON-REINFORCED

CONCRETE PAVMENT

STA 10+56 TO 11+70

STA 11+70 TO 13+22

C

L

VARIESVARIES VARIES

12

8" AGGREGATE BASE, CIP

12" SAND SUBBASE, CIP

2'2'

PROPOSED HMA VALLEY GUTTER (TYP)

PROPOSED CROSS SECTION - SOUTH MAIN STREET CUL-DE-SAC

STA 41+75 TO 42+85

FLOW LINE

841320_03

042220 andyo

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DJD AWO

3

PG 58-28

AWI

-

165 LBS/SYD

EST. YIELD

HMA, 13A

ITEM

HMA, 13A165 LBS/SYD

HMA APPLICATION TABLE

APPLICATION RATE 0.05 - 0.15 GAL/SYD SS-IH, AS DIRECTED BY ENGINEER.

COURSES OF HMA (PAYMENT INCLUDED IN HMA MIX).

PG 58-28

GRADE

BINDER

TYPE

SURFACE1

COURSE

LEVELING2

NOTE: BOND COAT SHALL BE APPLIED BETWEEN SUCCESSIVE

220

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

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APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

148

119

147

10+00

11+00

12+00

13+00

13+75

650

655

660

665

670

675

650

655

660

665

670

675

10+00 11+00 12+00 13+00 14+00

667.81

66

8.4

0

66

7.9

6

667.95

668.10

667.19

665.84

PROPOSED C/L PROFILE

PROP. CENTERLINE ELEV'S. (TYP.)

PV

I S

TA

=

1

0+

63

.2

7

PV

I E

LE

V =

6

68

.4

7

PV

I S

TA

=

13+

29.35

PV

I E

LE

V =

666.65

PV

I S

TA

=

1

1+

34

.3

4

PV

I E

LE

V =

6

68

.1

5

-1

.9

8

%

2

.8

8

%

-0.45%

-1

.7

8

%

PVI STA=11+81.24

PVI ELEV=667.31

A.D.=4.66%

K=6.44

BV

CS

: 11+

66.24

BV

CE

: 667.58

EV

CS

: 11+

96.24

EV

CE

: 6

67

.7

5

LOW Pt STA=11+77.68

LOW PT ELEV=667.48

30.00'VC

PVI STA=12+28.05

PVI ELEV=668.66

A.D.=4.86%

K=4.11

BV

CS

: 12+

18.05

BV

CE

: 6

68

.3

8

EV

CS

: 12+

38.05

EV

CE

: 668.46

HIGH PT STA=12+29.90

HIGH PT ELEV=668.55

20.00'VC

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

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APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

841320_04

042420 andyo

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OR

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XXX

NORTH

BM #125A EL. 669.07'

N'RLY BOLT LP E SIDE PARKING LOT FOR

GROCERY STORE, ±36' W OF MECHANIC

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

BM #125B EL. 668.76'

"SQUARE" CUT S SIDE CONC LP BASE IN N

MEDIAN ON N MAIN ST

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

Know what's below.before you dig.Call

R

NORTHERN ALLEY

MECHANIC STREET

EX. HMA PAVEMENT

LEGEND:

REMOVE & RESURFACE HMA PAVEMENT

REM CONC PVMT / PROPOSED CONCRETE PAVEMENT

QUANTITIES (THIS SHEET)

QUANTITY UNIT DESCRIPTION

185 SYDHMA SURFACE, REM

255 SYDCONC PAVEMENT, REM

1 LSUM NORTH ALLEY FINE GRADING

35 TONHMA, 13A

2,300SFT CONCRETE PAVEMENT

2 EA - DR STRUCTURE COVER, ADJ

N. MAIN STREET

PROPANE STORAGE TO BE

REMOVED BY OTHERS

BOLLARD TO REMAIN

EX CONC RAMP TO REMAIN

MEET EX CONC DRIVEWAY

MEET EX CONC SIDEWALK

MEET SILL ELEVATION

GRADE TO DRAIN

123

144

122

143

124

S

A

N

20+00

21+00

22+00

23+0023+95

SAN

SAN

SAN

SAN

SAN

SAN

SAN

650

655

660

665

670

675

650

655

660

665

670

675

20+00 21+00 22+00 23+00 23+95

66

7.5

3

66

8.4

8

66

8.0

8

66

7.4

5

66

6.5

7

66

5.5

5

66

4.5

4

PROP. CENTERLINE ELEV'S. (TYP.)

37' of 8" SAN SEW @ 0.51%

PR

OP

S

AN

M

H

RIM

=

6

68

.1

5

ST

A 2

1+

95

.6

0, -2

9' L

T

150' of 8" S

AN

S

EW

@

1.20%

3

.

2

9

%

-0.8

0%

-1

.9

5

%

PV

I S

TA

=

2

0+

69

.5

0

PV

I E

LE

V =

6

68

.1

7

PV

I S

TA

=

2

0+

80

.4

0

PV

I E

LE

V =

6

68

.5

2

PV

I S

TA

=

2

2+

08

.9

9

PV

I E

LE

V =

6

67

.4

9

PV

I S

TA

=

2

3+

37

.5

0

PV

I E

LE

V =

6

64

.9

8

I

N

V

6

5

6

.

4

4

(

8

"

S

)

I

N

V

6

5

6

.

4

3

(

8

"

N

E

)

I

N

V

6

5

6

.

6

3

(

8

"

N

)

I

N

V

6

5

6

.

6

2

(

8

"

S

W

)

PR

OP

S

AN

M

H

RIM

=

6

68

.2

5

ST

A 2

1+

27

.6

1, -8

' L

T

PR

OP

S

AN

M

H

RIM

=

6

68

.0

6

ST

A 2

1+

62

.8

0, -8

' L

T

35' of 8" SAN SEW @ 0.51%

I

N

V

6

5

6

.

8

0

(

8

"

N

E

)

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

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UL

-D

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AC

APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

841320_05

042920 andyo

PL

AN

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RO

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OU

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XXX

XXX

BM #127A EL. 666.38'

MAG SPIKE S FACE PP, W SIDE MECHANIC @ NE

COR ALLEY

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

BM #127B EL. 668.64'

"SQUARE" CUT N SIDE CONC LP BASE IN

MEDIAN ON S MAIN ST

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

Know what's below.before you dig.Call

R

SOUTHERN ALLEY

MECHANIC STREET

EX. HMA PAVEMENT

LEGEND:

HMA PAVEMENT RECONSTRUCTION

SB-XX

SOIL BORING LOCATION

QUANTITIES (THIS SHEET)

QUANTITY UNIT DESCRIPTION

1,320SYD

HMA SURFACE, REM

1 LS ALLEY GRADING

1,715SYD

AGGREGATE BASE, 8 inch, (22A)

295 TONHMA, 13A

260 SFTCONCRETE SIDEWALK, 6"

50 SYD SURFACE RESTORATION

1 EA - SANITARY MH, 48" DIA.

1 EA - STRUCTURE COVER,TYPE Q

N. MAIN STREET

NORTH

1 EA - SANITARY MH, 48" DIA.

1 EA - STRUCTURE COVER,TYPE Q

REMOVE EX. 8" SAN. SEW.

ABANDON EX. 8" SAN. SEW.

1 EA - CONNECT TO EX 8 INCH SEWER

EX CONC RAMP TO REMAIN

PROTECT EX WINDOW

WELLS TO REMAIN

CONNECT TO EX

SANITARY SEWER

1 EA - DR STRUCTURE ADJ

RIM = 665.00

MEET EXISTING GRADE

PROPOSED FLOW LINE

MEET EXISTING SIDEWALK

6" CONCRETE SIDEWALK

6" SEWER LATERAL W/ CLEANOUT

CONNECT TO EXISTING

(TYPICAL)

1 EA - SANITARY MH, 48" DIA.

1 EA - STRUCTURE COVER,TYPE Q

1 EA - CONNECT EX LATERAL

CUT & CAP EX LATERAL

CONNECT EX LATERAL (TYP)

22'

(TYP.)

PAVT MARKING, POLYUREA,

4 INCH WHITE (TYP)

EX EASEMENT LINE

SB-5

6" SEWER LATERAL W/ CLEANOUT

CONNECT TO EXISTING

(TYPICAL)

40+00

41+

00

4

2

+

0

0

4

2

+

9

9

S

T

M

635

640

645

650

655

635

640

645

650

655

40+00 41+00 42+00 43+00

644.62

644.24

PROP. CENTERLINE ELEV'S. (TYP.)

-2

.0

8

%

-0.7

5%

-2

.5

0

%

PV

I S

TA

=

41+

72.27

PV

I E

LE

V =

644.99

PV

I S

TA

=

41+

84.70

PV

I E

LE

V =

644.73

PV

I S

TA

=

42+

56.51

PV

I E

LE

V =

644.19

PV

I S

TA

=

42+

81.00

PV

I E

LE

V =

643.58

33' of 12" STM SEW @ 1.00%

PR

OP

S

TM

C

B

RIM

=

643.60

ST

A 42+

81.28, 0' R

T

PR

OP

S

TM

C

B

RIM

=

643.72

ST

A 42+

64.70, 29' LT

I

N

V

6

4

0

.

7

4

(

1

2

"

S

W

)

I

N

V

6

4

1

.

0

7

(

1

2

"

N

E

)

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F B

ER

RIE

N S

PR

IN

GS

BE

RR

IE

N C

OU

NT

Y, M

IC

HIG

AN

MA

IN

S

TR

EE

T A

LL

EY

S &

C

UL

-D

E-S

AC

APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

841320_06

042920 andyo

PL

AN

&

P

RO

FIL

E - M

AIN

S

TR

EE

T

6

XXX

XXX

BM #127A EL. 666.38'

MAG SPIKE S FACE PP, W SIDE MECHANIC @ NE

COR ALLEY

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

BM #127B EL. 668.64'

"SQUARE" CUT N SIDE CONC LP BASE IN

MEDIAN ON S MAIN ST

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

Know what's below.before you dig.Call

R

MAIN STREET

EX. HMA PAVEMENT

LEGEND:

HMA PAVEMENT RECONSTRUCTION

QUANTITIES (THIS SHEET)

QUANTITY UNIT DESCRIPTION

485 SYDHMA SURFACE, REM

1 LSUM CUL-DE-SAC GRADING

485 SYDAGGREGATE BASE, 8 inch, 22A

85 TONHMA, 13A

185 SYD SURFACE RESTORATION

NORTH

MEET EX VALLEY GUTTER

MEET EX VALLEY GUTTER

LIMITS OF SLOPE RESTORATION

R

=

1

0

0

'

R

=

100'

R

=

3

3

'

R

=

8

.

5

'

R

=

5

'

1 EA - CATCH BASIN, 48" DIA "DOGHOUSE"

CONSTRUCT OVER EXISTING PIPE

1 EA - CATCH BASIN, 24" DIA

2 EA - RELOCATE BOLLARDS

1 EA - RELOCATE UTILITY POLE

RELOCATE BOULDER (BY VILLAGE)

X

X

2 EA - RELOCATE BOLLARDS

841320_07

042220 andyo

DE

TA

IL

S

DJD AWO

7

SPECIAL SUPPORTS FOR

UNDERGROUND UTILITIES

1

1

SIMILAR SUPPORT METHODS APPLY TO

UTILITIES PARALLELING AND ABOVE

THE PIPE UNDER CONSTRUCTION

NOTE: MAINTAIN EXISTING

COATING ON UTILITY

ELEVATION

SECTION

EXISTING UNDERGROUND

UTILITY

COMPACTED

BACKFILL FOR UTILITY

PIPE SUPPORT

BEDDING

PIPE UNDER CONSTRUCTION

UNDISTURBED GROUND

BEDDING

COMPACTED BACKFILL

FOR UTILITY PIPE

SUPPORT

EXISTING

UNDERGROUND

UTILITY

TEMP. WIRE CABLE SUPPORTS AS

NECESSARY (DO NOT REMOVE

UNTIL BACKFILL IS COMPLETED)

I-BEAM, UTILITY POLE, ETC.

2D

FL

OW

F

L

O

W

4

%

DIA.

6" M

IN

.6" M

IN

.

MIN. 1.5'R

TYPICAL ON ALL

BENCHES

GROUT FLOW CHANNEL.

PROVIDE SMOOTH,

CONSTANT GRADE

ACROSS STRUCTURE

TABLE A

PIPE SIZE

8" TO 24"

36" TO 42"

27" TO 33"

DIA.

4'-0"

5'-0"

6'-0"

8" THRU 12"

15" THRU 18"

21" THRU 27"

30" THRU 36" 15"

10"

12"

8"

(INCOMING)

PIPE SIZE DROP SIZE

C

TABLE B

C=

TA

BLE

B

DROPS OF 2'-0" OR MORE

DETAIL FOR INVERT

USE DROP CONNECTION

STANDARD SANITARY MANHOLE

PR

EC

AS

T

EC

CE

NT

RIC

C

ON

E

4" MIN.

(SEE TABLE A)

PLAN

SECTION

VA

RIA

BLE

5" T

O 16"

20"

MA

X.

DIA.=TABLE A

5"

16"

24"

MA

X.

PIPE

P

IP

E

FINISHED GRADE

COMPACTED SAND

OR PEA STONE

3000 PSI CONCRETE

POURED IN PLACE

TROWELED SMOOTH

ASTM C-478

PRECAST

CONCRETE

STEPS

CASTING AND COVER

AS SPECIFIED

CASTING SET IN FULL BED OF

MORTAR ON PRECST CONCRETE

ADJUSTING RINGS, OR ON HDPE

ADJUSTING RINGS WITH BUTYL

SEALANT (AS REQUIRED)

WATERPROOFING

REQUIRED FOR

PREFABRICATED

FLEXIBLE CONNECTION

(RUBBER BOOT) TYPICAL

COMPACTED SAND

3000 PSI CONCRETE

UNDISTURBED GROUND

NOTE: IF SET ON MIN. 4" OF PEA GRAVEL

IN IMPERVIOUS SOILS OR WET

CONDITIONS

3" UP TO 12" PIPE 4"

OVER 12" PIPE

SE

E C

ALC

. O

F M

AX

B

UR

Y D

EP

TH

F

OR

A

ST

M C

-478

D

D

GRANULAR BACKFILL

COMPACTED

GRANULAR BACKFILL

COMPACTED

SHAPE FOR BARREL

OF PIPE

12"

12"

4" M

IN

D

12"

3" M

IN

METHOD I METHOD II

EXCAVATION FOR BELLS

DIRECTION OF FLOW

NOTES: 1. METHOD I: IN AREAS OF

UNCONSOLIDATED SOILS (SAND,

GRAVEL, ETC.) 2. METHOD II: IN

AREAS OF CONSOLIDATED SOILS

(CLAY, HARDPAN, ROCK, ETC.) 3.

METHOD III: IN AREAS INDICATED

ON DRAWINGS

APPROVED BACKFILL PLACED AND

COMPACTED A MINIMUM OF 24 HOURS

AFTER PLACING CONCRETE

METHODS OF BEDDING GRAVITY PIPE

3000 PSI

CONCRETE

CRADLE

CEMENT BLOCK OR

BRICK TO PRESERVE

LINE AND GRADE.

METHOD III

D/4

UTILITY

SPRING LINE

FINISHED BACKFILL GRADE

CROWN

INVERT

UTILITY TRENCHING, EXCAVATING

AND BACKFILLING TERMINOLOGY

SP

EC

IA

L P

IP

E

FO

UN

DA

TIO

NB

ED

DIN

G A

RE

A

TR

EN

CH

B

AC

KF

ILL A

RE

A

CO

MP

AC

T T

O 95%

M

AX

. D

EN

SIT

Y

GRANULAR

MATERIAL

BACKFILL

SUITABLE EXCAVATED MATERIAL

OR

GRANULAR MATERIAL BACKFILL

12"

12"

GRANULAR MATERIAL

BACKFILL

TOP OF

BEDDING

BARREL

GRADE

PAYMENT

LINE

(SILT SACK)

INLET PROTECTION FABRIC DROP

USE AT STORM WATER INLETS

* CONTRACTOR TO USE HIGH EARLY

STRENGTH MORTAR WHEN REQUIRED

BY CONSTRUCTION SCHEDULE.

FULL BED OF MORTAR

12" MAX.

CHIMNEY

(20" MAX.)

12" MIN.

ADJUSTED MANHOLE CASTING

CONCRETE (GRADE P2)

HMA TOP COURSE

PRECAST CONCRETE

ADJUSTING RINGS.

12" M

IN

TYP.

DR STRUCTURE ADJUSTMENT DETAIL

NOT TO SCALE

*PAYMENT FOR ADJUSTMENT OF

COVERS ON NEW STRUCTURES

INCLUDING CONCRETE COLLAR

SHALL BE INCLUDED IN PAYMENT

FOR DRAINAGE STRUCTURE.

HMA LEVELING COURSE

STANDARD CATCH BASIN

PRECAST

PRECAST

CONCENTRIC

OR ECCENTRIC

CONE

5" TO 16"

VA

RIA

BL

E

VA

RIE

S

20

" M

AX

.

2'-0

"

MIN

. S

UM

P

PER PLAN

4" MIN.

PIP

E

ASTM C478

6"

NOTE: IF BASE IS PRECAST, SET ON

MIN. 4" PEA GRAVEL IN IMPERVIOUS

SOILS OR WET CONDITIONS

UNDISTURBED

GROUND

COMPACTED

SAND (TYP.)

PREFABRICATED

FLEXIBLE CONNECTION

(RUBBER BOOT) TYPICAL

CASTING SET IN FULL BED OF

MORTAR ON PRECAST

CONCRETE ADJUSTING RINGS,

OR ON HDPE ADJUSTING RINGS

WITH BUTYL SEALANT (AS

REQUIRED)

CASTING AND COVER AS SPECIFIED

FINISHED GRADE

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F B

ER

RIE

N S

PR

IN

GS

BE

RR

IE

N C

OU

NT

Y, M

IC

HIG

AN

MA

IN

S

TR

EE

T A

LL

EY

S &

C

UL

-D

E-S

AC

APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

SEWER CLEANOUT MONUMENT BOX

NOT TO SCALE

(IN PAVEMENT)

CURB STOP COVER FOR

SEWER CLEANOUT PLACED

IN HMA OR CONCRETE

PAVEMENT. EJIW SERIES

8550-10T TWO PIECE SCREW

TYPE OR EQUAL.

6"

18"

3"

NO SCALE

HMA LEVELING COURSE

HMA SURFACE COURSE

1.5"

HMA VALLEY GUTTER DETAIL

1.5"

SANITARY CLEAN OUT DETAIL

FLOW

6" x 6" x 6" WYE

SCALE: NONE

6" Ø SEWER LATERAL

6" FEMALE ADAPTER

6" x 45° BEND

MONUMENT BOX

6" THREADED CAP

M:\P

ROJ8

4100

1-84

3000

\841

320

BERR

IEN

SPRI

NGS-

MAI

N ST

. ALL

EY R

ECON

201

9\CA

D\PL

NS\8

4132

0_08

.DW

G (0

4/23

/20

5:13

PM

) STA

CYT

LEGEND:

PROJECT LOCATION

SIGN

BARRICADE, TYPE III, HIGH INTENSITY,

841320_08

042320 stacyt

MA

IN

TA

IN

IN

G T

RA

FF

IC

P

LA

N

8

XXX

XXX

DOUBLE SIDED, LIGHTED

MAINTAINING TRAFFIC PLAN

NORTH

CONSTRUCTION NOTES

1. DURING CONSTRUCTION, MAINTAIN LOCAL TRAFFIC TO ALL RESIDENCES WITHIN

PROJECT LIMITS. PROVIDE 24 HOUR NOTICE IF ANY INTERRUPTION IS ANTICIPATED.

N.T.S.

QUANTITIES (THIS SHEET)

QUANTITY UNIT DESCRIPTION

1 LSUM MINOR TRAF DEVICES

30 EAPLASTIC DRUM, HIGH INTENSITY, FURN

30 EAPLASTIC DRUM, HIGH INTENSITY, OPER

5 EABARRICADE, TYPE III, HIGH INTENSITY, LIGHTED, DOUBLE SIDED, FURN

5 EABARRICADE, TYPE III, HIGH INTENSITY, LIGHTED, DOUBLE SIDED, OPER

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F B

ER

RIE

N S

PR

IN

GS

BE

RR

IE

N C

OU

NT

Y, M

IC

HIG

AN

MA

IN

S

TR

EE

T A

LL

EY

S &

C

UL

-D

E-S

AC

APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

4

2

+

0

0

4

2

+

9

9

S

T

M

S

T

M

123

144

122

143

S

A

N

S

A

N

21+00

22+00

23+00

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANSAN

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F B

ER

RIE

N S

PR

IN

GS

BE

RR

IE

N C

OU

NT

Y, M

IC

HIG

AN

MA

IN

S

TR

EE

T A

LL

EY

S &

C

UL

-D

E-S

AC

APRIL 2020

841320

12345678

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

DESIGN. BUILD. OPERATE.

841320_09

043020 andyo

IN

TE

RS

EC

TIO

N D

ET

AIL

S

9

XXX

XXX

BM #125A EL. 669.07'

N'RLY BOLT LP E SIDE PARKING LOT FOR

GROCERY STORE, ±36' W OF MECHANIC

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

BM #125B EL. 668.76'

"SQUARE" CUT S SIDE CONC LP BASE IN N

MEDIAN ON N MAIN ST

(ASSUMED DATUM FROM PREVIOUS F&V

PROJECTS #828950 & #805130)

Know what's below.before you dig.Call

R

S. MAIN STREET

NORTH

644.18

1.0%

2.0%

2.0%

2.5%

2.0%

644.18

643.80

643.58

644.00

644.19

644.00

644.23

644.23

643.80

1.0%

2.0%

SOUTH ALLEY

668.75

668.20

667.50

667.76

666.30

666.78

668.33

668.60

669.03

669.20

669.20

666.60

66.80

667.00

665.64

665.56

MEET EX.

MEET EX.

PROPOSED CROWN LINE

666.44

667.52

MEET EXISTING PAVEMENT

12'

12'

23.5'