COVER

SHEET

CIT

Y O

F S

TU

RG

EO

N B

AY

GE

OR

GIA

S

T

DEC, 2018

INDEX

SHEET NO.

1 TRAFFIC CONTROL & EROSION CONTROL

2 PLAN & PROFILE- 8+50 TO 12+00

3 PLAN & PROFILE- 12+00 TO 14+50

4 SANITARY SEWER & WATER DETAILS

5 CURB, SIDEWALK, DRIVEWAY & TYPICAL SECTION DETAILS

45

987

6

12

N. 18th A

ve.

S.T

.H

. "42-57"

N. 20T

H A

VE

.

N. 18T

H A

VE

.

C.T.H. "TT"

N

.

5

T

H

A

V

E

.

IOWA ST.

E

G

G

H

A

R

B

O

R

R

D

.

GEORGIA ST.

N. 8th A

ve.

J

E

F

F

E

R

S

O

N

S

T

.

N

.

7

T

H

A

V

E

.

N. 14T

H A

VE

.

MICHIGAN ST.

N. 14T

H A

VE

.

FLORIDA ST.

N. 3R

D A

VE

.

C.T

.H

. "C

" - D

ULU

TH

A

VE

.

S. M

AD

IS

ON

A

VE

.

N

.

J

O

L

I

E

T

A

V

E

.

W. MAPLE ST.

S. H

UD

SO

N A

VE

.

G

R

E

E

N

B

A

Y

R

D

.

S. N

EE

NA

H A

VE

.

S

.

1

S

T

A

V

E

.

N

.

1

S

T

A

V

E

.

O

R

E

G

O

N

S

T

.

M

I

C

H

I

G

A

N

S

T

.

S

T

U

R

G

E

O

N

B

A

Y

M

E

M

O

R

I

A

L

D

R

.

UTAH ST.

S. 15T

H A

VE

.

S

T

A

T

E

H

W

Y

.

"

4

2

-

5

7

"

20T

H P

L.

S.T.H. "42-57"

W. MAPLE ST.

C.T

.H

. "S

"

S

.

O

X

F

O

R

D

A

V

E

.

S. LA

NS

IN

G A

VE

.

W. WALNUT DR.

N. 14T

H A

VE

.

ALABAMA ST.

DELAWARE ST.

N

0 2000

SCALE

FEET

LOCATION MAP

SITE

R25E

R26E

T28N

T27N

N. 8T

H A

VE

.

GEORGIA ST.

CITY LIMITS

CITY LIMITS

CITY OF STURGEON BAY

GEORGIA ST

2019

CITY OF STURGEON BAY

DOOR COUNTY, WI

ABBREVIATIONS:

MH SANITARY MANHOLE

SAN SANITARY SEWER

WAT WATER LINE

WV WATER VALVE

GV GATE VALVE

WS WATER SERVICE

CS CURB STOP

DI DUCTILE IRON

CI CAST IRON

PVC POLYVINYL CHLORIDE

TRA TRANSITE

CONC CONCRETE

CB CATCH BASIN

ST STORM SEWER

STMH STORM MANHOLE

INL STORM INLET

UP UTILITY POLE

T TELEPHONE LINE

GAS GAS LINE

GAS VLV GAS VALVE

REM REMOVE

SW SIDEWALK

C-L CENTERLINE

F-L FLOW LINE

ABAND ABANDON

C.T.H. "C"

N. 4T

H A

VE

.

N. 5T

H A

VE

.

N. 7T

H A

VE

.

SHEET

1

CIT

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DEC, 2018

TR

AF

FIC

C

ON

TR

OL

&

E

RO

SIO

N C

ON

TR

OL

0 100 200

SCALE

FEET

N

TRAFFIC CONTROL

LEGEND

TYPE "III" BARRICADE

WORK AREA

(TYPE "A" LOW INTENISTY

FLASHING WARNING LIGHT(S)

REQUIRED FOR NIGHTTIME USE)

SIGN

Georgia St.

N. 5th P

l.

N. 6th A

ve.

N. 7th A

ve.

E

g

g

H

a

r

b

o

r

R

d

.

Erie St.

N. 8

th

A

ve

.

J

e

f

f

e

r

s

o

n

S

t

.

N

. 3

rd

A

v

e

.

N

. 4th A

ve.

N. 5th A

ve.

G

eorgia

St.

Florida S

t.

Huron St.

Garland

Park

N. 6th P

l.

& EROSION CONTROL

Georgia St.

Florida St.

N. 7th A

ve.

N

. 8

th

A

v

e

.

ROAD

CLOSED

TO THRU

TRAFFIC

ROAD

CONSTRUCTION

AHEAD

ROAD

CONSTRUCTION

AHEAD

ROAD

CLOSED

AHEAD

INLET PROTECTION

ROAD

CLOSED

TO THRU

TRAFFIC

EX

IST

ING

C/L

C/L N

5T

H A

VE

SH

EE

T 2

SH

EE

T 3

SH

EE

T 3

SH

EE

T 4

SAN MH

RIM=619.27

INV W=611.82

INV N=611.87

D=7.45'

SAN MH

RIM=613.85

INV S=607.95

INV N=608.05

INV E=608.08

INV W=608.45

D=5.90'

8" SAN

262' - 8

" C-9

00 SA

N @

1.2

8%

MH 1

RIM=619.42

INV W=611.82

INV N=611.87

D=7.60'

PR

O

PO

SE

D C

/L

8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

11+40.98

8+54.37

585

590

595

600

605

615

620

625

630

590

595

605

610

625

630

635

30'±

CONNECT TO

EXIS 8" SAN

INV=608.5±

FIELD VERIFY

1.08%

2.3

0%

2.7

8%

1.4

9%

1.38%

ELE

V =

613.26

ST

A =

8+

54.37

ELE

V =

614.02

ST

A =

10+

00.00

ELE

V =

616.02

ST

A =

11+

00.00

ELE

V =

618.80

ST

A =

11+

40.98

ELE

V =

619.41

8" W

AT

8" WAT

8" SA

N

CONNECT TO

EXIS 8" WAT

5' M

IN B

UR

Y -

IN

SU

LA

TE

600

615

620

PR

OP

513'-8"

DIW

M

GEORGIA ST

N 5T

H A

VE

ST

S

S

CHAIN LINK FENCE

GR

AV

B

L

K

T

P

CONC

CO

NC

CONC

BLK

TP

UP

GUY WIRES

GU

Y W

IR

ES

CONC

CONC

CONC

CONC

UP

CS

CS

CS

UP

CS

WV

WV

FH

BLOCK WALL

WALL

BLOCK

WALL

BLOCK

6"x6" WOOD W

ALL

CO

NC

CONC

STEPS

CO

NC

BLKTP

CONC

CONC

UP

GU

Y W

IR

ES

CS

PAVER

BLOCKS

BENCH MARK

Mag Nail = 613.97

BENCH MARK

Mag Nail = 619.46

#618 N 5TH AVE

FIRST BAPTIST CHURCH

#516 N 5TH AVE

FAULDS

#605 N 5TH AVE

HATTON

#515 N 5TH AVE

KIRKEGAARD

#520 HURON ST

THOMPSON

#525 HANSEN

#528 HURON ST

BRADLEY

#535 B

RU

NE

TT

E

PAVER

PAVER

LS

ST

O

NE

LA

ND

SC

AP

INGS

TO

NE

W

ALLS

LS

D

R

AIN

LIN

E

WV

8+

00

9+00

10+00

11+00

12+

00

PI: 8+

54.37

PI: 11+

40.98

8+

50

9+50

10+50

11+

50

12+

50

STMH

RIM=611.28

INV W=607.78

INV E=607.78

D=3.50'

PROP 8" C-9

00 SAN

PR

OP

8" C

-900 S

AN

CONNECT TO

EXIS 8" SAN

CONNECT TO

EXIS 8" WAT

PROP 8" DIW

M

MH 1

8" GV

PR

OP

8" D

IW

M

2

0

'R

35'

BO

C

B

O

C

35'

BO

C

6

0

'

R

B

O

C

35'

BOC

4'

4'

4'

6"

8" SAN

GE

OR

GIA

S

T

CONC

6"

CONC

6"

6"

6"

6"

6"

6"

8" WAT

(WATER SERVICE FROM N 5TH AVE)

(WATER SERVICE FROM N 5TH AVE)

(WATER SERVICE FROM N 5TH AVE)

8" W

AT

8" WAT

8" SAN

8" S

AN

4"

EXIS FH

TEMPORARY

WATER SOURCE

4"

(WATER SERVICE FROM HURON ST)

(WATER SERVICE FROM HURON ST)

REMOVE STUMP

(TREE REM BY OTHERS)

SHEET

2

CIT

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GE

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S

T

PL

AN

&

P

RO

FIL

E

DEC, 2018

N

NOTE:

THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE

WITH AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE

OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED 72

HRS. PRIOR TO EXCAVATION.

NOTES:

1. WATER LATERALS SHALL BE 1" COPPER, AND SANITARY LATERALS SHALL BE 6" PVC SCH 40.

ALL WATER AND SEWER LATERALS SHALL BE INSULATED WITH 24" WIDE, 2" POLYSTYRENE.

2. NO GAPS OR SEQUENCING NEEDED DURING CURB INSTALLATION. ALL CURBING CAN BE

INSTALLED AT THE SAME TIME.

GEORGIA ST

PLAN & PROFILE

0 20 40

SCALE

FEET

05

FE

ET

CONTRACTOR NOTE:

IN 2018 GAS MAIN & LATERALS WERE

REPLACED AFTER SURVEY COMPLETED.

GAS MAIN EXISTS UNDER NORTH / WEST

SIDEWALK THAT IS NOT BEING REPLACED.

VERIFY LOCATION OF LATERALS CROSSING

STREET PRIOR TO START.

EX

IST

ING

C/L

EX

IST

ING

C/L

SH

EE

T 3

SH

EE

T 4

SAN MH

RIM=621.88

INV S=615.03

INV E=615.08

D=6.85'

SAN MH

RIM=619.27

INV W=611.82

INV N=611.87

D=7.45'

8"

SA

N

8" SAN

MH 1

RIM=619.42

INV W=611.82

INV N=611.87

D=7.60'

221' - 8

" C

-900 S

AN

@ 1

.43%

25' -

8"

C-9

00

PR

O

PO

SE

D C

/L

12+50 13+00 13+50 14+00 14+50

13+64.91

605

610

625

630

635

CONNECT TO

EXIS 8" WAT

CONNECT TO

EXIS 8" SAN

INV=615.60±

FIELD VERIFY

1.08%

1.41%

1.49%

1.30%

ST

A =

11+

00.00

ELE

V =

618.80

ST

A =

11+

40.98

ELE

V =

619.41

ST

A =

12+

50.00

ELE

V =

620.59

ST

A =

13+

64.91

ELE

V =

622.08

ST

A =

14+

50.00

ELE

V =

623.28

8" W

AT

8" W

AT

5' M

IN B

UR

Y -

IN

SU

LA

TE

600

615

620

SA

N @

2.0

7%

MH 2

RIM=622.05

INV S=615.03

INV E=615.08

D=7.02'

PR

OP

513'-8"

DIW

M

GE

OR

GIA

S

T

S

S

CH

AIN

LIN

K F

EN

CE

GR

AV

B

L

K

T

P

CO

NC

CONC

CO

NC

BLKTP

UP

GU

Y W

IR

ES

GUY WIRES

CO

NC

CO

NC

CS

CS

BL

KT

P

CO

NC

CO

NC

UP

GU

Y W

IRE

S

CS

PA

VE

R

BL

OC

KS

CS

CS

WV

WV

CH

AIN

LIN

K F

EN

CE

CHAIN LINK FENCE

CO

NC

CO

NC

BLK

TP

CO

NC

UP

G

U

Y

W

I

R

E

CO

NC

BL

KT

P

CS

CS

FH

CO

NC

GR

AV

CO

NC

CO

NC

BLK

TP

CONC

BE

NC

H M

AR

K

Mag N

ail =

619.46

BENCH MARK

Mag Nail = 621.87

#520 H

UR

ON

S

T

TH

OM

PS

ON

#525 H

AN

SE

N

#528 H

UR

ON

S

T

BR

AD

LE

Y

#535 BRUNETTE

#

5

4

5

K

O

L

L

E

R

#552 ANDERSON

#556 WORLD'S DOOR, LLC

#604 W

OO

D

#610 LE

YE

ND

EC

KE

R

WOOD PLANTER

WOOD PLANTER

PA

VE

R

PA

VE

R

11+

00

12+00

13+00

14+

00

PI: 11+40.98

PI: 13+

64.91

10+

50

11+50

12+50

13+50

14+

50

PR

OP

8" C

-900 S

AN

PROP 8" C-900 SAN

MH

1

PROP 8" DIW

M

8" GV

2

0

'R

B

O

C

35'

BOC

2

0

'

R

6

0

'

R

B

O

C

6

0

'

R

B

O

C

B

O

C

35'

BO

C

4'

RE

M

4'

32.8'±

4'

GEORGIA ST

6"

6"

6"

6"

6"

6"

6"

EXIS FH

TEMPORARY

WATER SOURCE

8" S

AN

8" WAT

8" W

AT

8" SAN

8" WAT

8" W

AT

8" S

AN

8" SAN

CONNECT TO

EXIS 8" SAN

CONNECT TO

EXIS 8" WAT

6"

6"

6"

TR

EE

C-900 S

AN

PR

OP

8"

MH

2

(W

AT

ER

S

ER

VIC

E F

RO

M H

UR

ON

S

T)

UP

(W

AT

ER

S

ER

VIC

E F

RO

M H

UR

ON

S

T)

(T

RE

E R

EM

B

Y O

TH

ER

S)

REMOVE STUMP

(TREE REM BY O

THERS)

SHEET

3

CIT

Y O

F S

TU

RG

EO

N B

AY

GE

OR

GIA

S

T

PL

AN

&

P

RO

FIL

E

DEC, 2018

N

NOTE:

THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE

WITH AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE

OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED 72

HRS. PRIOR TO EXCAVATION.

NOTES:

1. WATER LATERALS SHALL BE 1" COPPER, AND SANITARY LATERALS SHALL BE 6" PVC SDR 35.

ALL WATER AND SEWER LATERALS SHALL BE INSULATED WITH 24" WIDE, 2" POLYSYRENE.

2. NO GAPS OR SEQUENCING NEEDED DURING CURB INSTALLATION. ALL CURBING CAN BE

INSTALLED AT THE SAME TIME.

GEORGIA ST

PLAN & PROFILE

0 20 40

SCALE

FEET

05

FE

ET

CONTRACTOR NOTE:

IN 2018 GAS MAIN & LATERALS WERE

REPLACED AFTER SURVEY COMPLETED.

GAS MAIN EXISTS UNDER NORTH / WEST

SIDEWALK THAT IS NOT BEING REPLACED.

VERIFY LOCATION OF LATERALS CROSSING

STREET PRIOR TO START.

SHEET

4

CIT

Y O

F S

TU

RG

EO

N B

AY

GE

OR

GIA

S

T

SA

NIT

AR

Y S

EW

ER

&

W

AT

ER

D

ET

AIL

S

DEC, 2018

4' DIA.

STANDARD PRECAST SANITARY MANHOLE

5"5"

MAIN

2

"

S

L

O

P

E

ROUND ALL BOTTOMS SLOPE

INVERT OF INCOMING LINES

TO MEET INVERT OF MAIN

BOTTOM SLAB CAST

INTEGRALLY W/BOTTOM

SECTION BY MANUFACTURER

2

" M

IN

.

S

L

O

P

E

6"

RUBBER GASKET JOINTS

OR KENT SEAL

ECCENTRIC CONE

PRECAST M.H. SECTIONS

6"

INDUSTRIES PS1-PF, ASTM C478

M.H. STEPS 16" O/C M.A.

24"

22"

6" MIN.

NO SCALE

FLEXIBLE RUBBER BOOT

PIPE TO MANHOLE CONNECTION

6' T

YP

.

TYPE K COPPER SERVICE

1/8" PER FT. MIN. SLOPE

CURB STOP

SERVICE BOX

6" PVC SCH 40

WATERPROOF FERNCO COUPLER

24" WIDE - 2" POLYSTYRENE FOAM

BOARD INSULATION REQUIRED

FOR ALL WATER SERVICES AND

ALL SEWER SERVICES

INSTALL FABRICATED WYE FITTINGS FOR

LATERAL CONNECTIONS TO NEW SANITARY MAIN.

USE RUBBER SADDLE WYE FOR CONNECTIONS TO

EXISTING MAINS ONLY

LINE

R/W

TYPICAL WATER SERVICE

RECONNECTION WILL BE AT THE

CURB STOP, PAC JOINT

COUPLER/ADAPTOR WITH QUICK

NUTS IF NECESSARY TO

RECONNECT

DUCTILE IRON WATERMAIN

12" PREFERRED

EXISTING LATERAL

TYPICAL NEW SANITARY & WATER SERVICE CONNECTION

NO SCALE

1" OR MATCH SIZE OF EXISTING LATERAL

ROAD BASE

6" MIN.

6" MIN.

COVER

SUITABLE

COMPACTED

FILL

PAVEMENT

PIPE

TRENCH DETAIL

MATERIAL

BEDDING MATERIAL

NO SCALE

R-1500 WITH SELF SEALING, NON-ROCKING LID

LID & FRAME NEENAH FOUNDRY

W/CONCEALED PICK HOLES

6" MINIMUM THICKNESS

CHIMNEY SEAL

3" MIN. 12" MAX. ADJUSTING RINGS

LADTECH HDPE, OR APPROVED EQUAL

INSTALLED PER MANUFACTURERS RECOMMENDATIONS

NOTES:

1. 24" WIDE - 2" POLYSTYRENE FOAM BOARD INSULATION REQUIRED IF LESS

THAN 5 FEET OF COVER OVER SANITARY SEWER MAIN, OR LESS THAN 6.5

FEET OF COVER OVER WATER MAIN.

2. IF SHARED LATERALS EXIST, SEPARATE BY INSTALLING NEW LATERALS

RESULTING IN ONE SEWER LATERAL AND ONE WATER LATERAL FOR EACH

PROPERTY. IF SHARED LATERALS CANNOT BE SEPARATED, INSTALL A

LATERAL STUB TO THE CENTER OF THE TREE LAWN FOR FUTURE USE.

1" TYPE K

1/8" PER FT MIN SLOPE

6" PVC SCH 40

GASKETED REPAIR COUPLER

24" WIDE - 2" POLYSTYRENE FOAM

BOARD INSULATION REQUIRED

FOR ALL WATER SERVICES AND

ALL SEWER SERVICES

INSTALL FABRICATED WYE FITTINGS FOR

LATERAL CONNECTIONS TO NEW SANITARY MAIN.

USE RUBBER SADDLE WYE FOR CONNECTIONS TO

EXISTING MAINS ONLY

SPLICED WATER SERVICE

PAC JOINT COUPLER/ADAPTOR WITH

QUICK NUTS

DUCTILE IRON WATERMAIN

EXISTING LATERAL RECENTLY REPLACED

AS APPROVED BY S.B. UTILITIES

TYPICAL SPLICED SANITARY & WATER SERVICE CONNECTION

NO SCALE

COPPER SERVICE

5' EITHER SIDE

5' SHORT SIDE

10' LONG SIDE

SHEET

5

CIT

Y O

F S

TU

RG

EO

N B

AY

GE

OR

GIA

S

T

CU

RB

, S

ID

EW

AL

K, D

RIV

EW

AY

&

T

YP

IC

AL

S

EC

TIO

N D

ET

AIL

S

DEC, 2018

DRIVEWAY DETAILS

5' T

YP

.

SIDEWALK

DRIVEWAY FLANGE

2'

2'

TREE LAWN

NO SCALE

18" TAPER

18"

6" CONCRETE PAVEMENT

3" ASPHALT SURFACE COURSE

6" BASE

(1

1

4

" DENSE GRADED BASE)

1

2

H

:

1

V

M

A

X

.

D

R

I

V

E

A

P

R

.

CURB DETAIL

NO SCALE

6"

6"

6" M

IN

2

"

R

3

"

R

CONCRETE

6% S

LOPE

AT

D

RIV

E

OP

EN

IN

G

12

"

7"

30"

12"

1

1

4

" DENSE GRADED BASE

UNCLASSIFIED EXCAVATION DETAIL

NO SCALE

PROP CONCRETE CURB

TO

P O

F E

XIS

AS

PH

ALT

PA

VM

'T

PROPOSED SUB GRADE

PROP ASPHALT P

AVM'T

12

"

3

1

2

"

LIMITS OF

UNCLASSIFIED

EXCAVATION

TREE LAWNSIDEWALK

4" MIN TYPICAL

4" T

YP

IC

AL

6" A

T D

RIV

EW

AY

S

WIDTH VARIES5' TYPICAL

SEE CURB DETAIL

3/8"/FT. SLOPE

SIDEWALK DETAIL

1/4"/FT. SLOPE

CONCRETE

3

4

" OR 1

1

4

" DENSE

CONCRETE

GRADED BASE

12"

1

1

4

" DENSE GRADED BASE

6"

6"

6" MIN-DRIVEWAYS

8%

TY

PIC

AL

DR

IVE

W

AY

AP

RO

N

9"±

ROAD SUBGRADE

6" BASE

(1

1

4

" DENSE GRADED BASE)

12"

EXIS CONCRETE CURB

2%

C/L

R/W R/W

1

1

2

" ASPHALT SURFACE COURSE

SIDEWALK

35'

15'

2" ASPHALT BINDER COURSE

5'

SIDEWALK

VARIES15'5'

VARIES

2.5'

PROPOSED GRADE

0.0

0

-0

.3

0

F/L

-0

.4

2

-0

.7

5

F/L

-0

.8

7

10+00 TO 10+50

NO SCALE

TYPICAL SECTION

PROPOSED

SEE

CURB

DETAIL

2.5'

TREE

LAWN

TERRACE

TREE

LAWN

TERRACE

5%

& 14+50

SEE

CURB

DETAIL

12" MINIMUM 1

1

4

" DENSE GRADED BASE.

SUBGRADE SHALL BE COMPACTED TO 95%

STANDARD PROCTOR DENSITY PRIOR TO

PLACEMENT OF AGGREGATE. WHEN DIRECTED

BY ENGINEER, UNSTABLE SUBGRADE SOILS

SHALL BE REMOVED AND REPLACED W/ CRUSHED

AGGREGATE OR BREAKER RUN.