Wisconsin Department of Transportation

Version 06-2014 Solving tomorrow’s transportation challenges

Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459

April 10, 2018

NOTICE TO ALL CONTRACTORS: Proposal #42: 7996-00-09, WISC 2018 262

C Menomonie, Main St/13th St 13th St/13th Ave to 9th St/Main St Local Street Dunn County

Letting of May 8, 2018 This is Addendum No. 01, which provides for the following: Plan Sheets:

Revised Plan Sheets Plan

Sheet Plan Sheet Title (brief description of changes to sheet)

17 Intersection Detail (Removed TLE) 25 Watermain (Removed TLE) 29 Watermain (Removed TLE) 31 Erosion Control (Removed TLE) 35 Storm Sewer (Removed TLE) 41 Pavement Marking (Removed TLE) 67 Right-of-Way Plat (Added revision date and updated Signatures) 68 Right-of-Way Plat (Removed parcel 19 from Schedule of Land and Interests) 69 Right-of-Way Plat (Removed parcel 19 and TLE from sheet) 74 Right-of-Way Plat (Removed parcel 19 and TLE from sheet) 79 Plan and Profile (Removed TLE) 83 Plan and Profile (Removed TLE)

Deleted Plan Sheets

Plan Sheet

Plan Sheet Title (brief description of why sheet was deleted)

70 Right-of-Way Plat (Duplicate of sheet 69)

Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 17, 25, 29, 31, 35, 41, 67 – 69, 74, 79, and 83.

The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.

Sincerely,

Mike Coleman Proposal Development Specialist Proposal Management Section

END OF ADDENDUM

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875

880

885

890

889.

20

3A3A3B

3C3D

3E3F

886.

2488

6.53

886.

24

885.

93

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%

889.

2088

9.44

889.

30 888.

6888

8.99

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%SS

PRC

CLAS

S IV

15-

INCH

@ 1

.00%

SSPR

C CL

ASS

IV 1

5-IN

CH @

1.0

0%

SSPR

C CL

ASS

IV 1

5-IN

CH @

1.0

0%

885.

3788

5.68

885.

37 885.

07

885.

00

885.

07

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%3G3F

885.

30

885.

63

888.

6388

8.99

880

885

890

895

880

885

890

895

892.

77

4A4B

4C4D

893.

0189

2.97

892.

4289

2.97

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%

SSPR

C CL

ASS

IV 2

4-IN

CH@

0.0

9%

889.

3688

9.10

888.

02

889.

6788

9.36

888.

0788

4.37

885

890

895

885

890

895

887

890

895

887

890

895

4C4F

SSPR

C CL

ASS

IV 2

4-IN

CH @

0.0

9%

SSPR

C CL

ASS

IV 2

4-IN

CH @

0.0

9%

892.

9789

2.97

888.

0788

8.10

888.

1088

8.12

4E4F

SSPR

C CL

ASS

IV 1

2-IN

CH @

1.0

0%

889.

6188

9.95

892.

9589

2.97 89

3.32

4G

888.

12

PLO

T SC

ALE

:1

IN:4

0 FT

7996

-00-

09LO

CAL

STRE

ETDU

NN

WIS

DOT/

CADD

S SH

EET

41EH

WY:

COU

NTY

:I:\

CLIE

NTS

-MEN

O\M

\M00

55 C

ITY

OF

MEN

OM

ON

IE\8

03 M

AIN

STR

EET

- STR

EET

& U

TILI

TY IM

PRO

VEM

ENTS

\799

6000

8\SH

EETS

PLAN

\022

501-

SS.D

WG

FILE

NAM

E :

3/28

/201

8 11

:41

AMPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

2

PRO

JECT

NO

:

2

SHEE

T ST

ORM

SEW

ER -

MAI

N S

TPL

OT

NAM

E :

LAYO

UT

NAM

E - 0

2250

2

STA

111+

03, L

TSS

PRC

CLAS

S IV

18-

INCH

PIP

EIN

V AT

STR

UCT

URE

3F

= 88

4.37

CON

NEC

T TO

EXI

STIN

G P

IPE

CON

C CO

LLAR

S

STA

114+

39, L

TSS

PRC

CLAS

S IV

18-

INCH

PIP

EIN

V AT

STR

UCT

URE

4D

= 88

8.02

CON

NEC

T TO

EXI

STIN

G P

IPE

CON

C CO

LLAR

S

STO

RM S

EWER

REM

OVA

L

MAI

N S

TREE

T12TH STREET

13TH STREET

STA

114+

96, R

TSS

PRC

CLAS

S IV

24-

INCH

PIP

EIN

V AT

STR

UCT

URE

4G

= 8

88.1

2CO

NN

ECT

TO E

XIST

ING

PIP

ECO

NC

COLL

ARS 35

SS

SS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANSAN

SANSAN

WW

WW

WW

WW

WW

OH

OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH

G

G

GG

GG

GG

G

G

G

G

G

T

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANSAN

SANSAN

WW

WW

W

OH

OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH

G

G

GG

GG

GG

G

G

G

G

G

FOFOFO

SS

SS

FOFO

FOFO

FOFO

FOFO

T

WW

WW

WW

WW

WW

W

SS

MAI

N S

TREE

T

12TH STREET

13TH STREET

11+00

220+00

221+00

111+

0011

2+00

113+

0011

4+00

115+

00

+58

+92

+07

+66

+66

+66

+99

PLO

T SC

ALE

:1

IN:4

0 FT

7996

-00-

09LO

CAL

STRE

ETDU

NN

PAVE

MEN

T M

ARKI

NG

& S

IGN

ING

WIS

DOT/

CADD

S SH

EET

44EH

WY:

COU

NTY

:I:\

CLIE

NTS

-MEN

O\M

\M00

55 C

ITY

OF

MEN

OM

ON

IE\8

03 M

AIN

STR

EET

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& U

TILI

TY IM

PRO

VEM

ENTS

\799

6000

8\SH

EETS

PLAN

\024

501-

PM.D

WG

FILE

NAM

E :

3/28

/201

8 11

:42

AMPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

2

PRO

JECT

NO

:PL

OT

NAM

E :

2

SHEE

T

LAYO

UT

NAM

E - 0

2-pm

MATCH LINE - STA 112+00.00

MAT

CH L

INE

- STA

220

+00.

00

R1-1

30"X

30"

R1-1

30"X

30"

R1-1

30"X

30"

R1-1

30"X

30"

D11-

124

"X18

"

D11-

124

"X18

"

R7-1

D18

"X24

"

REM

OVE

REM

OVE

REM

OVE

MAIN

ST

E 11

TH S

T

REM

OVE

2-1

2-2

2-3

2-4

2-5

2-6

2-8

MC

CLCW

SL

SLSL

SLCL

MC

R1-3

P18

"X6"

R1-3

P18

"X6"

R1-3

P18

"X6"

2-7

R1-3

P18

"X6"

MO

VE

CL

MAR

KIN

G L

INE

EPO

XY 4

-INCH

(YEL

LOW

SKI

PS 1

2.5'

LIN

E, 3

7.5'

GAP

)SL

M

ARKI

NG

STO

P LI

NE

EPO

XY 1

8-IN

CH (W

HIT

E)CW

M

ARKI

NG

CRO

SSW

ALK

EPO

XY L

ADDE

R PA

TTER

N 2

4-IN

CH (W

HIT

E)M

C

M

ARKI

NG

CU

RB E

POXY

(YEL

LOW

)

LEG

END

X-X

EXIS

TIN

G S

IGN

MO

UN

TED

ON

SIN

GLE

PO

ST

PRO

POSE

D SI

GN

MO

UN

TED

ON

SIN

GLE

PO

ST

SIG

N N

UM

BER

MAR

KIN

G S

YMBO

L EP

OXY

MC

41

67

PLO

T SC

ALE

:##

####

####

WIS

DOT/

CADD

S SH

EET

75

GRI

D FA

CTO

R

HW

Y:

COU

NTY

:CO

NST

RUCT

ION

PRO

JECT

NU

MBE

R

R/W

PRO

JECT

NU

MBE

RDA

TERE

VISI

ON

DAT

E

0SCAL

E, F

EET

PLO

T N

AME

: 04

0102

-RP.

DWG

FILE

NAM

E :

3/28

/201

8 2:

51 P

MPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

44

PLAT

SH

EET

LO

CAL

STRE

ET

DUN

N79

96-0

0-09

7996

-00-

0812

/19/

17

____

____

____

____

____

____

___

____

____

___

____

____

____

_

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

NTS

__

___

LAYO

UT

NAM

E - 0

4010

2-rp

4.02

02-0

7-18

03-2

8-18

68

PLO

T SC

ALE

:1

IN:2

00 F

TW

ISDO

T/CA

DDS

SHEE

T 75

GRI

D FA

CTO

R

HW

Y:

COU

NTY

:CO

NST

RUCT

ION

PRO

JECT

NU

MBE

R

R/W

PRO

JECT

NU

MBE

RDA

TERE

VISI

ON

DAT

E

0SCAL

E, F

EET

PLO

T N

AME

: 04

0102

-RP.

DWG

FILE

NAM

E :

3/28

/201

8 2:

53 P

MPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

44

PLAT

SH

EET

LO

CAL

STRE

ET

DUN

N79

96-0

0-09

7996

-00-

0812

/19/

17

____

____

____

____

____

____

___

____

____

___

____

____

____

_

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

200

100

____

_

LAYO

UT

NAM

E - 0

4010

3-rp

4.03

NE - NE

SE - SE

NE - SE NW - SW

SW - SW

NW - NW

26 25

35 36

T-28

-NR-

13-W

T-28

-NR-

13-W

CITY

O

F

MEN

OM

ON

IE

14TH AVENUE

13TH AVENUE

12TH AVENUE

11TH AVENUE

10TH AVENUE

9TH AVENUE

WILSON AVENUE

13TH

STR

EET

MAIN STREET

OAK

WO

OD

AVEN

UE

12TH

STR

EET

11TH

STR

EET

10TH

STR

EET

9TH

STR

EET

END

RELO

CATI

ON

ORD

ERST

A. 6

11+0

0.00

BEG

IN R

ELO

CATI

ON

ORD

ERST

A. 5

00+0

0.00

26 25

28 27

22 21 20

24 23

23

4

56

78

910

1213

14

11

1617

18

STAT

ION

EQ

UAT

ION

:60

0+75

.79

= 52

3+13

.86

02-0

7-18

03-2

8-18

69

G

GG

GG

G G

G

G

G

GG

GG

G G

G

G

FOFO

FO

FOFO

FOFO

FOFO

FO

FO FO FO

S

520

521

522

523

601+00602+00

520+16.8033.00'

520+16.7870.00'

520+60.0343.00'

521+19.0050.00,' 43.00'

522+00.0050.00', 43.00'

522+78.8243.00'

522+78.8933.00'

520+98.8043.00', 33.00'

521+48.7950.00', 33.00'

PLO

T SC

ALE

:1

IN:5

0 FT

WIS

DOT/

CADD

S SH

EET

75

GRI

D FA

CTO

R

HW

Y:

COU

NTY

:CO

NST

RUCT

ION

PRO

JECT

NU

MBE

R

R/W

PRO

JECT

NU

MBE

RDA

TERE

VISI

ON

DAT

E

0SCAL

E, F

EET

PLO

T N

AME

: 04

0104

-RP.

DWG

FILE

NAM

E :

3/28

/201

8 2:

55 P

MPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

44

PLAT

SH

EET

LO

CAL

STRE

ET

DUN

N79

96-0

0-09

7996

-00-

0812

/19/

17

____

____

____

____

____

____

___

____

____

___

____

____

____

_

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

____

____

____

___

____

____

___

5025

____

_

LAYO

UT

NAM

E - 0

4010

7-rp

4.07

NW - SW

NE- SE

CITY

O

F

MEN

OM

ON

IE

BASI

S O

F EX

ISTI

NG

R/W

- C

ITY

OF

MEN

OM

ON

IE O

RIG

INAL

PLA

T, D

OC.

NO

. 100

03, V

OL

1, P

G 5

- A

SSES

SMEN

T PL

AT B

LOCK

E, D

OC.

NO

.18

0324

, VO

L 4,

PG

15

13TH

STR

EET

COM

PUTE

D LO

CATI

ON

FRO

M T

IES

-N

O M

ON

UM

ENT

Y=17

1,64

8.47

4X=

164,

818.

824

ALU

MIN

UM

MO

NU

MEN

TY=

169,

015.

143

X=16

4,82

1.60

7

S/L

= N

0°03

'38"

W

263

3.33

'R/

L =

N0°

01'1

8"W

4

13.3

6'

N89

°56'

22"E

0.

77'

MATCHLINE STATION 520+00N89°56'22"E 1.04'

WILSON AVENUE

SLO

PE IN

TERC

EPT

MAIN STREET

N0°

03'3

8"W

1338

.02'

N0°

03'3

8"W

89

8.20

'

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

PL

PL

PL

PL

PL

GAR

Y &

SAN

DRA

BORG

MEY

ERSA

NDR

ABA

CHO

O-R

AMSA

ROO

P

TIM

S &

JEN

NIF

EREN

GEL

TAM

I LDE

NT-

JACK

SON

LEVI

CBE

NSO

N

MDS

ND

INVE

STM

ENTS

LLC

LUKE

WEL

CH

16

17

18

STAT

ION

EQ

UAT

ION

:52

3+13

.86

= 60

0+75

.79

Y=17

0,66

7.02

3X=

164,

819.

030

SLO

PE IN

TERC

EPT

TLE

TLE

TLE

TLE

TLE

TLE

TLE

TLE:

SLO

PES

& D

RIVE

WAY

1403

.7 S

F

TLE:

SLO

PES

& D

RIVE

WAY

1659

.0 S

F

TLE:

SLO

PES

& D

RIVE

WAY

708.

6 SF

EAST

LIN

E O

F TH

E SO

UTH

EAST

1/4

OF

SEC

26

3/4"

REB

AR

1 1/

4" P

IPE

3/4"

REB

AR

X=16

4,81

8.99

8Y=

170,

750.

270

PI: 5

23+9

7.11

BLO

CK 6

5 O

RIG

INAL

PLA

T CI

TY O

F M

ENO

MO

NIE

E 1/

2 LO

TS 1

& 2

33'

33'

66'

66'

LOT

3BL

OCK

93

ORI

GIN

AL P

LAT

CITY

OF

MEN

OM

ON

IE

E 1/

2 LO

TS 3

& 4

ASSE

SSM

ENT

PLAT

BLO

CK E

PART

OF

LOT

15

ASSE

SSM

ENT

PLAT

BLO

CK E

PART

OF

LOT

39LO

T 38

LOT

37

TLE

TLE

STAT

ION

EQ

UAT

ION

:52

3+13

.86

= 60

0+75

.79

Y=17

0,66

7.02

3X=

164,

819.

030

S/L

R/L

R/L

N89

°35'

50"W

0.

83'

DETA

IL

MAT

CHLI

NE

STAT

ION

601

+50

AT&

TU

NDE

RGRO

UN

D FI

BER

OPT

IC

XCEL

EN

ERG

YU

NDE

RGRO

UN

D G

AS M

AIN

CHIP

PEW

A VA

LLEY

INTE

RNET

WO

RKIN

G C

ON

SORT

IUM

UN

DERG

ROU

ND

FIBE

R O

PTIC

03-2

8-18

74

SS

SS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANSAN

SANSAN

WW

WW

WW

WW

WW

OH

OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH

G

G

GG

GG

GG

G

G

G

G

G

T

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SANSAN

SANSAN

WWW

WW

W

OH

OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH

G

G

GG

GG

GG

G

G

G

G

G

FOFOFO

SS

SS

FOFO

FOFO

FOFO

FOFO

T

WW

WW

WW

WW

WW

W

SS

111+

0011

2+00

113+

0011

4+00

115+

00

220+00221+00

11+00

N ST

REET

=ST

REET

STA

114+

23.5

2 M

AIN

STRE

ET =

STA

220+

68.5

8 13

TH S

TREE

T

BM#6

BM#7

SLO

PEIN

TERC

EPT

SLO

PEIN

TERC

EPT

SLO

PEIN

TERC

EPT

CIN

C

CITY

OF

MEN

OM

ON

IE

PI: 113+94.14

PI: 114+56.97

STA

112+

55, L

TCO

NST

13.

5' G

RAVE

L PE

STA

112+

53, R

TCO

NST

12'

ASP

H P

ESA

WCU

T RE

Q'D

STA

113+

21, R

TCO

NST

16'

GRA

VEL

PE

XCEL

XCEL

XCEL

XCEL

XCEL

XCEL

XCEL

AT&

T

S89°

38'

07"

EN

83° 5

7' 0

9"E

S89°

39'

58"

ECU

RB R

AMP

TYPE

2

CURB

RAM

PTY

PE 2

URB

RAM

PTY

PE 2

CURB

RAM

PTY

PE 2

CURB

RAM

PTY

PE 2

CURB

RAM

PTY

PE 2

CURB

RAM

PTY

PE 2

CURB

RAM

PTY

PE 2

+72 -22.0' LT

CHAR

TER

CHAR

TER

- REM

OVE

TRE

E

MATCH LINE - STA 112+00.00

883

890

883

890

1.12

%

STA 115+05.33EL 893.72

VPI STA 112+00.00VPI EL 890.30

VPT STA 112+25.00VPT EL 890.58

VCL

= 50

.00

K =

185.

19

890.93

891.42

891.91

892.46

892.99

890.86

891.42

891.98

892.54

893.10

893.66

113+

0011

4+00

115+

00

L

L

LL

EXIS

TIN

G C

PRO

FILE

PRO

POSE

D C

PRO

FILE

EXIS

TIN

G C

ELE

VATI

ON

PRO

POSE

D C

ELEV

ATIO

N

WIS

DOT/

CADD

S SH

EET

44EH

WY:

COU

NTY

:I:\

CLIE

NTS

-MEN

O\M

\M00

55 C

ITY

OF

MEN

OM

ON

IE\8

03 M

AIN

STR

EET

- STR

EET

& U

TILI

TY IM

PRO

VEM

ENTS

\799

6000

8\SH

EETS

PLAN

\050

101-

PP.D

WG

FILE

NAM

E :

3/28

/201

8 11

:44

AMPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

5

PRO

JECT

NO

:PL

OT

NAM

E :

5

PLAN

AN

D PR

OFI

LE:

SHEE

T PL

OT

SCAL

E :

1 IN

:40

FT

7996

-00-

09LO

CAL

STRE

ETDU

NN

MAI

N S

T

LAYO

UT

NAM

E - 0

3-pp

MAI

N S

TREE

T

13TH STREET

END

CON

STRU

CTIO

NST

A 11

5+05

.33

R/W R/

W

R/W

R/W

R/W

END

PR

OJE

CT

STA

220+

54.3

0

711

3+57

.2PK

NAI

L IN

SID

EWAL

K, 4

0' R

T89

4.97

811

4+07

.4TO

P O

F H

YDRA

NT,

39'

LT

895.

49

TLE

TLE

SALV

AGE

AND

REIN

STAL

LBR

ICK

PAVE

RSSA

LVAG

E AN

D RE

INST

ALL

BRIC

K PA

VERS

MAT

CH E

XIST

ING

SAW

CUT

REQ

'D

79

SS

SAN SAN SANSA

NSA

NW W W

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

G

G

GG

GG

GG

G

G

GG

G

SS

SAN SAN SANSA

NSA

N

WW

WW

W

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

G

G

GG

GG

GG

G

G

GG

G

FO

FOFO

FO

FOFO

FO

FOFO

FO

FOFO

FO

FO

FO

SS

SS

SS

FO FO

W W W W

SAN

SAN

SAN SAN SAN SAN

SANSAN

SANSAN

SS

216+

0021

7+00

218+

0021

9+00

220+

0022

1+00

114+00115+00

WILSON AVE WILSON AVE

OAKWOOD BLVD

MAIN STREET

13TH

STR

EET

51+0046+00

PI: 217+37.32

PI: 1

13+9

4.14

PI: 1

14+5

6.97

STA

217+

37.1

2 13

TH S

TREE

T =

STA

46+2

6.15

WIL

SON

AVEN

UE W

EST

STA

217+

35.0

0 13

TH S

TREE

T =

STA

50+0

0.00

WIL

SON

AVEN

UE E

AST

STA

220+

68.5

8 13

TH S

TREE

T =

STA

114+

23.5

2 M

AIN

STRE

ET

BM#1

2

61+0

0SL

OPE

INTE

RCEP

T

SLO

PEIN

TERC

EPT

SLO

PEIN

TERC

EPT

CITY

OF

MEN

OM

ON

IE

SLO

PEIN

TERC

EPT

STA

216+

00, L

TCO

NST

18.

5' C

ON

C PE

SAW

CUT

REQ

'D

STA

218+

88, L

TCO

NST

14'

CO

NC

PESA

WCU

T RE

Q'D

STA

219+

10, L

TCO

NST

12'

CO

NC

PESA

WCU

T RE

Q'D

STA

219+

27, L

TCO

NST

12'

GRA

VEL

PE

STA

218+

43, R

TCO

NST

18.

5' C

ON

C PE

SAW

CUT

REQ

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STA

218+

98, R

TCO

NST

12'

GRA

VEL

PE

STA

219+

33, R

TCO

NST

22'

CO

NC

PESA

WCU

T RE

Q'D

AT&

T

AT&

T

AT&

T

AT&

T

XCEL

XCEL

XCEL

XCEL

XCEL

SLO

PEIN

TERC

EPT

N0°

03'

13"

EN

0° 1

6' 4

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PTY

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A

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CURB

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GRA

DE T

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AIN

CHAR

TER

CITY

OF

MEN

OM

ON

IE

MATCH LINE - STA 215+50.00

880

890

900

910

880

890

900

910

2.00

%-0

.50%

-4.1

2%

-2.9

0%

STA 220+58.58EL 892.82

STA 220+70.58EL 893.06

VPC STA 219+87.00VPC EL 893.90

VPC STA 218+21.00VPC EL 899.32

VPI STA 216+54.00VPI EL 906.20

VPI STA 220+17.00VPI EL 893.03

VPI STA 218+71.00VPI EL 897.26

VPT STA 217+94.00VPT EL 900.43

VPT STA 220+47.00VPT EL 892.88

VPT STA 219+21.00VPT EL 895.81

VCL

= 28

0.00

K =

37.1

2

VCL

= 60

.00

K =

25.0

3

VCL

= 10

0.00

K =

82.3

0

912.38

908.60

905.44

902.93

900.24

898.49

896.82

895.36

893.90

892.67

892.62

913.49

909.15

905.49

902.51

900.19

898.18

896.45

894.97

893.56

892.86

216+

0021

7+00

218+

0021

9+00

220+

0022

1+00

LL

L

L

EXIS

TIN

G C

ELE

VATI

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PRO

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PRO

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PRO

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CADD

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& U

TILI

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PRO

VEM

ENTS

\799

6000

8\SH

EETS

PLAN

\050

104-

PP.D

WG

FILE

NAM

E :

3/28

/201

8 11

:46

AMPL

OT

DATE

:PL

OT

BY :

BRIA

N G

ENSK

OW

5

PRO

JECT

NO

:PL

OT

NAM

E :

5

PLAN

AN

D PR

OFI

LE:

SHEE

T PL

OT

SCAL

E :

1 IN

:40

FT

7996

-00-

09LO

CAL

STRE

ETDU

NN

13TH

ST

LAYO

UT

NAM

E - 0

7-pp

END

PR

OJE

CT

STA

220+

54.3

0

R/W

R/W

R/W

R/W

R/W

END

CON

STRU

CTIO

NST

A 11

5+05

.33

R/W

1221

7+14

.4TO

P O

F H

YDRA

NT,

16'

LT

906.

72

TLE

R/W

TLE

TLE

END

CON

STRU

CTIO

NST

A 22

1+21

.42

83