PL - Madison, Wisconsin · & mary e baston herman, william m 0709-192-2116-2 5753 bittersweet pl...

PL

TYPICAL FINISHED SECTION

PL

CL

1'

12

3

4 6 7

5

67

VARIES VARIES

8 8

MODIFIED TYPE 'A' CURB DETAIL

NTS

PAY AS TYPE 'A' CURB

4"

30"

"211

R 2"R 6"

"2

18

"2

112

24" 6"

VARIES

50' TYP

VARIES 25' TO 26.5' VARIES 23.5' TO 25'

NTS

BITTERSWEET PLACE

VARIES

VARIES VARIES

12' TYP 12' TYP

**

POINT MEASURED TO FOR DIMENSIONS & STA/OFF** POINT REFERRED TO ON CROSS SECTIONS AND

3

1 POINT REFERRED TO ON PROFILE

2

4 4" GRADATION 2 CRUSHED STONE

5

6

7

8

6" GRADATION 1 CRUSHED STONE

FILL, INCIDENTAL

4" TOPSOIL, SEED & EROSION MAT

" BITUMINOUS UPPER LAYER, TYPE E-0.3431

" BITUMINOUS LOWER LAYER, TYPE E-0.3431

MODIFIED TYPE 'A' CONCRETE CURB & GUTTER

TYPICAL SECTIONS NOT TO SCALE

CROSS SLOPES AND TOP OF CURB ELEVATIONS.

SEE CROSS SECTION SHEETS FOR *

SHEET NO.

CITY OF MADISON

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

NR

EV.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

M:\DESIGN\Projects\53W1775\Streets\Design\53W1775EN_Details##.dgnFILE NAME: 6/6/2014DATE:

TYPICAL SECTIONS

D-1PROJECT NO. 53W1775

BITTERSWEET PLACE - 2014

DETAILS

NOT FOR CONSTRUCTION

SHEET NO.

CITY OF MADISON

PLAN AND PROFILE

RE

V.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

N

BITTERSWEET PL.

P-1


PROJECT NO. 53W1775

SAN

18"

WS

22"

6" 36"

4"

4"

20"

4"20"

WS

WS

18"

SAN

WS

18"

8"4 TREES

16"

24"

18"

12"

18"

WS

WS

WS

15"

WS

WS

20"

WS

24"

METAL

CVT

WS

SAN

20"

3"

24" METAL CVT

WS

WS

WS

WS

WS

WS

26"

40"

24"

40'

40'

40'

50' 50'

50' 50'

60' 60' 60' 60' 60' 60'

60'60'60'60'60'60'

5721 BIT

TE

RS

WE

ET P

L

WE

ST

BU

RY,

DA

VID & G

AIL

0709-1

92-2

105-5

5725 BITTERSWEET PL

FELKER, MARGARET

0709-192-2106-3

5726 BITTERSWEET PL

ROBAK, ANITA L

0709-192-2122-9

5729 BITTERSWEET PL

& ALICE UDVARI-SOLNER

UDVARI-SOLNER, MARK

0709-192-2107-1

5730 BITTERSWEET PL

& REBECCA E HAYS

LEVENSTEIN, MARK E

0709-192-2121-1

5733 BITTERSWEET PL

& ROBERT E SMITH

CASEY, INGEBORG G

0709-192-2108-9

5734 BITTERSWEET PL

BARRY, THOMAS & MAUREEN

0709-192-2120-3

5737 BITTERSWEET PL

KELLUM, SHANA R

0709-192-2109-7

5738 BITTERSWEET PL

& MONIKA BRAUN

BRAUN, RUDOLF

0709-192-2119-6

5741 BITTERSWEET PL

& MARGARET E WISE

TENENBAUM, DAVID JAY

0709-192-2110-4

5742 BITTERSWEET PL

THOMPSON, DONALD

0709-192-2118-8

5745 BITTERSWEET PL

MCKEE, DAVID & ALISON

0709-192-2111-2

5746 BITTERSWEET PL

WOODWORTH, TIMOTHY E

0709-192-2117-0

5749 BITTERSWEET PL

& PETER N ANDERSON

PLUNKETT, MAUREEN A

0709-192-2112-0

5750 BITTERSWEET PL

& MARY E BASTON

HERMAN, WILLIAM M

0709-192-2116-2

5753 BITTERSWEET PL

LEIGHTY, JULIE A

0709-192-2113-8

5754 BITTERSWEET PL

MOORE, LETITIA J

0709-192-2115-4

5760 BITTERSWEET PL

& SALLY JO STUHR-HOLLMAN

HOLLMAN, GREGORY A

0709-192-2114-6

5722 BIT

TE

RS

WE

ET P

L

DIE

RKIN

G, TIM

OT

HY B

0709-1

92-2

123-7

926.16 TC/QC

STA 11+13.86, LT 25.98'

926.72 TC/HI PT, MC

STA 10+97.21, RT 1.42'

926.16 TC/QC

STA 11+14.81, RT 28.21'

924.86 TC/PRC

STA 11+46.56, RT 23.81'

ASPHALT DRIVE

ASPHALT DRIVE

TYPE 'X' CURB

BLOCK WALL

REMOVE & SALVAGE

REMOVE CONC & BLOCK WALLS

APPROX GRADING LIMITS

EXISTING STEPS

TO REMAIN

EX RAILING

TO REMAIN

EX RAILING

EX WALLS TO REMAIN

LIMITS

APPROX GRADING

REMOVE TREE

925.05 TC/PRC

STA 11+45.74, LT 22.69'

924.65 TC/MID CURVE

STA 11+60.30, LT 14.75'

924.14 TC/PT

STA 11+76.65, LT 12.00'

923.86 TC/PT

STA 11+78.83, RT 12.00'

924.41 TC/MID CURVE

STA 11+61.65, RT 15.04'

INCIDENTAL EXC CUT

REMOVE TIMBER WALL,

INCIDENTAL EXC CUT

REMOVE TIMBER WALL,

BITTERSWEET PL50'

12'

12'

& REINSTALL BLOCK WALL

REMOVE, SALVAGE

30'R

50'

R

50'

R

VA

RV

AR

PROP CL ELEV

EXIST CL ELEV

MA

TC

HLIN

E

ST

A 15

+00.0

0

10+0010+0010+00 11+00 12+00 13+00 14+00 15+00

10+00.0

0

PO

B

895

900

905

910

915

920

925

930

935

940940

895

900

905

910

915

920

925

930

935

940940

10+00 11+00 12+00 13+00 14+00 15+00

928.3

5

926.1

6

924.9

6

924.2

3

923.4

3

922.7

7

922.0

9

921.5

2

920.9

1

920.2

5

919.5

7

918.7

6

917.9

3

917.1

2

916.3

8

915.6

3

914.8

4

914.1

3

926.4

8

925.6

8

924.8

8

924.0

8

923.3

4

922.7

1

922.0

7

921.4

3

920.7

9

920.1

6

919.4

2

918.6

2

917.8

2

917.0

3

916.2

3

915.4

3

914.8

0

VPI 10+99.2

2

926.5

0

VPI 11+90.0

0

923.6

0

VPI 13+35.0

0

919.9

0

VPI 14+75.0

0

915.4

3

-3.19%

-2.55%

-3.19%

-2.50%

M:\DESIGN\Projects\53W1775\Streets\Design\53W1775EN-PnP##1.dgn 6/6/2014


SHEET NO.

CITY OF MADISON

PLAN AND PROFILE

RE

V.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

N

BITTERSWEET PL.

P-2


PROJECT NO. 53W1775

WS

WS

WS

SAN

18"

12"

18"

14"

24"

3"

3"

20"3 TREES

26"

WS

22"

WS

WS

24"24"

24"

WS

18"

12"

22"

12"

12"

WS

WS12"5 TREES

SAN

34"

WS16"

WS

26"

26"

18" STUMP

WS

5701 BITTERSWEET PL

& KIERSTIN O KLOECKNER

DUNN JR, MARKHAM E

0709-192-2101-3

5702 BITTERSWEET PL

LEARY, CLARE E

0709-192-2128-7

20' F

GV

20' F

GV

12' FGV

12' FGV82'60' 60' 60'

60'60'60'60'60'

5706 BITTERSWEET PL

AND JENNIFER A KITCHELL

KITCHELL, JAMES F

0709-192-2127-9

5709 BITTERSWEET PL

& LAURNCE B CUTFORTH

CARUSI, CRISTIANA E

0709-192-2102-1

5710 BITTERSWEET PL

& SYLVIA M MAREK

GRIMM, WILLIAM G

0709-192-2126-1

5713 BITTERSWEET PL

GINTHER, JODY

0709-192-2103-9

5714 BITTERSWEET PL

& MARGARET A KINDIG

KINDIG, DAVID A

0709-192-2125-3

5717 BITTERSWEET PL

INMAN, BEVERLY N

0709-192-2104-7

5718 BITTERSWEET PL

VON KAAS, WILLIAM

0709-192-2124-5

5722 BIT

TE

RS

WE

ET P

L

DIE

RKIN

G, TIM

OT

HY B

0709-1

92-2

123-7

5721 BIT

TE

RS

WE

ET P

L

WE

ST

BU

RY,

DA

VID & G

AIL

0709-1

92-2

105-5

LP 908.16 TC

908.28 TC

908.38 TC

907.86 TC

908.12 TC

UNDERDRAIN

25'

R

22'R

SA

WC

UT

SAWCUT


REMOVE STONE WALL

WALL TO REMAIN

STONE WALL

REMOVE & SALVAGE

EX WALL TO REMAIN

EX WALL TO REMAIN

908.21 TC/PC, END CURB

STA 18+26.71, LT 25.51'

908.16 TC/LOW PT, MC

STA 18+17.50, LT 15.64'

908.28 TC/PC

STA 18+04.51, LT 12.00'

TO REMAIN

WALLS & STEPS


908.38 TC/PC

STA 17+76.41, RT 12.00'

908.12TC/MID CURVE

STA 17+94.47, RT 21.45'

907.86 TC/PC, END CURB

STA 17+97.03, RT 41.67'

50'

12'

12'

VA

RV

AR

908.21 TC

PROP CL ELEV

EXIST CL ELEV

MA

TC

HLIN

E

ST

A 15

+00.0

0

15+00 16+00 17+00 18+00 18+71

18+71.1

8

PO

E

890

895

900

905

910

915

920

925

930

935935

890

895

900

905

910

915

920

925

930

935935

15+00 16+00 17+00 18+00 18+71

914.1

3

913.4

6

912.8

8

912.3

7

911.8

3

911.2

6

910.7

3

910.1

2

909.6

2

909.1

5

908.6

6

908.2

6

907.9

5

907.6

0

908.1

6

914.8

0

914.1

8

913.5

5

912.9

3

912.3

0

911.6

8

911.0

5

910.4

3

910.0

2

909.6

0

909.0

2

908.4

0

907.9

8

VPI 16+75.0

0

910.4

3

VPI 17+30.0

0

909.5

2

VPI 17+80.0

0

908.2

8

VPI 18+22.0

0

907.6

4

-2.50%

-1.65%-2.48%

-1.52%

M:\DESIGN\Projects\53W1775\Streets\Design\53W1775EN-PnP##2.dgn 6/6/2014

CITY OF MADISON

PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPESSAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM TO DWNSTRM UPSTRM PLAN (PAY) SLOPE PIPE PVC NOTESNO. (OFFSET) CASTING (DNSTM) (UPSTM) E.I. E.I. LGTH (FT (%) SIZE TYPE

BITTERSWEET PL BITTERSWEET PLSAS#1 18+31.75 CL 907.55 897.67 9.88 - EX SAS 3150-007 SAS#1 896.93 897.67 27 2.74% 8'' SDR-35 -SAS#2 14+75.00 CL 915.43 905.33 10.10 - SAS #1 SAS #2 897.72 905.33 357 2.13% 8'' SDR-35 -SAS#3 11+10.00 CL 926.15 917.15 9.00 - SAS #2 SAS #3 905.43 917.15 365 3.21% 8'' SDR-35 -

SANITARY STRUCTURE REMOVALS SANITARY PIPE REMOVALSSTRUCTURE STATION LOCATION TOP OF E.I. DEPTH NOTES REMOVE REMOVE LGTH PIPE PIPE PAID NOTESID NO. (OFFSET) CASTING FROM TO (FT) TYPE SIZE (Y/N)

BITTERSWEET PL BITTERSWEET PL3150-008 15+00.95 LT-1.40 914.16 907.51 6.65 - EX SAS 3150-007 EX SAS 3150-008 358 VP 6'' N -3150-009 13+22.70 LT-0.55 919.45 912.80 6.65 - EX SAS 3150-008 EX SAS 3150-009 178 VP 6'' N -3150-010 11+01.40 LT-1.10 925.88 919.55 6.33 - EX SAS 3150-009 EX SAS 3150-010 221 VP 6'' N -

SPECIFIC NOTES

M:\DESIGN\Projects\53W1625\Water\Documents\Permits\[usle22-1.xlsx]usle calculation DATE: 06/05/2014

SANITARY SEWER SCHEDULE

BITTERSWEET PLACE ASSESSMENT SHEET NO.

SANITARY SEWER SCHEDULE DISTRICT - 2014 U-4

PROJECT NO. 53W1775

CITY OF MADISON

PROPOSED STORM STRUCTURES PROPOSED STORM PIPESSTRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO DISCH. INLET PLAN (PAY) PIPE SLOPE PIPE TYPE NOTESNO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) E.I. E.I. LGTH (FT) LGTH (FT) (%) SIZE

BORDNER DR BORDNER DRS-1 20+60.50 RT-19.65 TAP DNA 901.65 DNA - P-1 S-1 S-2 901.65 901.76 13 8.5 1.29% 24'' RCP -S-2 20+61.92 RT-9.38 4X4 SAS 906.73 901.76 4.97 W/R-1550-0054 P-2 S-2 S-3 901.76 902.83 94 89 1.20% 24'' RCP -S-3 21+56.64 RT-8.39 6X6 CATCHBASIN 907.22 902.83 4.39 (1), FP, W/TWIN R-1550-0054 P-3A S-3 S-3A 903.83 904.20 22.5 18.5 2.00% 12'' RCP -S-3A 21+57.96 LT-13.85 H INLET 907.91 904.20 3.71 W/R-3067-7009-V

BITTERSWEET PLBITTERSWEET PL P-3 S-3 S-4 902.83 903.31 46 40 1.20% 24'' RCP -S-4 18+04.18 RT-5.30 4X4 SAS 907.81 903.31 4.50 FP, W/R-1550-0054 P-4 S-4 S-5 903.56 905.15 79 75.5 2.11% 21'' RCP -S-4A 18+17.76 LT-15.22 H INLET 908.16 904.66 3.50 (3), FP, W/R-3067-7004-VB, LP, UD P-4A S-4 S-4A 904.31 904.66 25 20.5 1.71% 12'' RCP -S-5 17+25.30 RT-5.37 3X3 SAS 909.65 905.15 4.50 W/R-1550-0054 P-5 S-5 S-6 905.15 912.57 325 322 2.30% 21'' RCP -S-5A 17+25.30 RT-11.50 H INLET 909.61 905.95 3.66 W/R-3067-7009-V P-5A S-5 S-5A 905.90 905.95 6.5 4 1.25% 12'' RCP -S-5B 17+25.30 LT-11.50 H INLET 910.00 906.00 4.00 W/R-3067-7009-V P-5B S-5 S-5B 905.90 906.00 17 14.5 0.69% 12'' RCP -S-6 14+00.55 RT-5.65 3X3 SAS 917.70 912.57 5.13 W/R-1550-0054 P-6 S-6 S-7 912.57 919.67 261 258 2.75% 21'' RCP -S-6A 14+00.55 RT-11.50 H INLET 917.76 913.85 3.91 W/R-3067-7009-V P-6A S-6 S-6A 913.82 913.85 6 3.5 0.86% 12'' RCP -S-6B 14+00.55 LT-11.50 H INLET 917.91 913.97 3.94 W/R-3067-7009-V P-6B S-6 S-6B 913.82 913.97 17.5 15 1.00% 12'' RCP -S-7 11+39.57 RT-5.87 3X3 SAS 925.67 919.67 6.00 FP, W/R-1550-0054 P-7 S-7 S-8 919.67 921.28 62 58.5 2.75% 21'' RCP -S-8 10+91.77 LT-33.51 3X3 SAS 928.81 921.28 7.53 (2), FP, W/R-1689-0054

STORM SEWER ULOs REMOVE STORM PIPESULO STATION LOCATION TYPE NOTES REMOVE REMOVE REMOVE LGTH PIPE PIPE PAID NOTESNO. (OFFSET) NO. FROM TO (FT) SIZE TYPE (Y/N)

BITTERSWEET PL RP-1 FREE END S-8 23 24'' CMP N -ULO1 15+21.52 RT-5.55 TELEPHONE -ULO2 17+95.53 RT-5.31 TELEPHONE -ULO2A 18+07.44 RT-15.54 GAS -

BORDNER DRULO3 20+61.09 RT-15.40 WATER -ULO4 20+60.78 RT-17.60 GAS -

NOTE: PLAN LENGTH (PAY LENGTH) IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. PIPE LENGTHIS ACTUAL LENGTH OF PIPE FROM STRUCTURE WALL TO STRUCTURE WALL. SLOPE CALCULATED USINGPIPE LENGTH.

SPECIFIC NOTES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD.(1) W/ 3' SUMP BELOW LISTED E.I. PER S.D.D 5.7.4 - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's.(2) TAP EXISTING 24" CMP @ 925.81 - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED.(3) ADJUST CASTING CURB BOX TO MATCH PROPOSED 4" CURB HEAD - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED.

- SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER.

M:\DESIGN\Projects\53W1775\Sanitary\Design\[53W1775 Sewer Schedule.xls]Storm Schedule DATE: 06/06/2014

STANDARD NOTES:- ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES; UD = UNDERDRAIN

- ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT KYLE FRANK OF CITY ENGINEERING AT (608) 266-4098 FOR PRECAST APPROVALS, FAX SHOP DRAWINGS TO (608)264-9275, OR EMAIL SHOP DRAWINGS TO [email protected].

BITTERSWEET PLACE ASSESSMENT SHEET NO.

STORM SEWER SCHEDULE DISTRICT - 2014 U-5

PROJECT NO. 53W1775STORM SEWER SCHEDULE

6-IN CI (1940)

SAN

WS

GV

18"

WS

WS

22"

6"

UP

36"

4"

4"

GV

20"

4"20"

WS

WS

18"

SAN

WS

18"

8"4 TREES

16"

24"

18"

12"

18"

WS

WS

UP

WS

15"

WS

WS

GU

Y

WIR

E

UP

20"

WS

24"

METAL

CVT

WS

SAN

20"

3"

WS

GV

WS

WS

WS

WS

UP

GU

Y

WIR

E

WS

UP

26"

40"

24"

10+0010+0010+00 11+00 12+00 13+00 14+00 15+00

10+00.0

0

PO

B

BITTERSWEET PL

895

900

905

910

915

920

925

930

935

940940

895

900

905

910

915

920

925

930

935

940940

10+00 11+00 12+00 13+00 14+00 15+00

WN10WN10

5-IN HYDRANT

STA 14+61.4 /17.7' LT

6-IN VALVE

STA 14+61.4 /14.1' LT

8-IN X 6-IN TEE

STA 14+61.4 /8.1' LT

8-IN VALVE

STA 14+58.4 /8.1' LT

INSULATE, TYP.

6-IN VALVE

STA 11+28.3 /25.1' LT

8-IN X 6-IN REDUCER

STA 11+28.3 /22.1' LT

W-5

7.04

5-IN HYDRANT

STA 11+28.3 /34.1' LT

8-IN 90° BEND

STA 11+28.3 /8.1' LT

1-IN

WN4

SEE W-2

1-IN

WN4

1-IN

WN4

1-IN

WN4

1-IN

WN41-IN

WN4

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN21-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

N/A-IN

WN3

AND 21-IN STM PIPE

SERVICE LATERALS

INSULATE BETWEEN

NOTE:

SEE W-2

SEE W-5A & W-5B

AND 21-IN STM PIPE;

SERVICE LATERALS

INSULATE BETWEEN

NOTE:

SEE W-5

SEE W-5

SEE W-5

SEE W-5

SEE W-5

BITTERSWEET PL

5749 BITTERSWEET PL

& PETER N ANDERSON

PLUNKETT, MAUREEN A

0709-192-2112-0

5745 BITTERSWEET PL

MCKEE, DAVID & ALISON

0709-192-2111-2

5753 BITTERSWEET PL

LEIGHTY, JULIE A

0709-192-2113-8

5760 BITTERSWEET PL

& SALLY JO STUHR-HOLLMAN

HOLLMAN, GREGORY A

0709-192-2114-6

5754 BITTERSWEET PL

MOORE, LETITIA J

0709-192-2115-45750 BITTERSWEET PL

& MARY E BASTON

HERMAN, WILLIAM M

0709-192-2116-2

5746 BITTERSWEET PL

WOODWORTH, TIMOTHY E

0709-192-2117-0

5742 BITTERSWEET PL

THOMPSON, DONALD

0709-192-2118-8

5738 BITTERSWEET PL

& MONIKA BRAUN

BRAUN, RUDOLF

0709-192-2119-6

5734 BITTERSWEET PL

BARRY, THOMAS & MAUREEN

0709-192-2120-3

5730 BITTERSWEET PL

& REBECCA E HAYS

LEVENSTEIN, MARK E

0709-192-2121-1

5726 BITTERSWEET PL

ROBAK, ANITA L

0709-192-2122-9

5741 BITTERSWEET PL

& MARGARET E WISE

TENENBAUM, DAVID JAY

0709-192-2110-4

5737 BITTERSWEET PL

KELLUM, SHANA R

0709-192-2109-7

5733 BITTERSWEET PL

& ROBERT E SMITH

CASEY, INGEBORG G

0709-192-2108-9

5729 BITTERSWEET PL

& ALICE UDVARI-SOLNER

UDVARI-SOLNER, MARK

0709-192-2107-1

5725 BITTERSWEET PL

FELKER, MARGARET

0709-192-2106-3

W-5

7.04

STORM & SANITARY PLANS

SEE UTILITY SHEETS FOR

8-I

N X 6-I

N T

EE

8-I

N 9

0° B

EN

D

8-I

N V

AL

VE

T.O.P.=919.2

T.O.P.=917.0

T.O.P.=914.1

T.O.P.=911.2

T.O.P.=909.3

T.O.P.=908.2

MA

TC

HLIN

E

ST

A 15

+00.0

0

M:\DESIGN\Projects\53W1775\Water\Design\53W1775WU-PnP##1.dgn 6/5/2014


SHEET NO.

CITY OF MADISON

WATER PLAN AND PROFILE

RE

V.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

N

BITTERSWEET PL

W-1


PROJECT NO. 53W1775

6-IN CI (1940)

6-I

N CI (1

940)

WS

UP

WS

SAN

18"

UP

12"

18"

14"

24"

UP

3"

3"

20"3 TREES

26"

WS

22"

WS

WS

24"

UP

24"

GV

24"

WS

18"

12"

22"

12"

12"

WS

WS12"5 TREES

SAN

34"

UP

WS16"

WS

26"

26"

18" STUMP

WS

15+00 16+00 17+00 18+00 18+71

18+71.1

8

PO

E

890

895

900

905

910

915

920

925

930

935935

890

895

900

905

910

915

920

925

930

935935

15+00 16+00 17+00 18+00 18+71

21+25.54

PI

BO

RD

NE

R D

R

WN10 WN8

WN8

8-IN 45° BEND

STA 18+26.0 /14.4' LT

8-IN 22.5° BEND

STA 18+07.8 /8.1' LT

8-IN X 8-IN TEE

STA 18+28.8 /13.0' LT

INSULATE, TYP.

517 B

OR

DN

ER D

R

SA

RA K H

AG

EN

HA

GE

N, JE

RR

Y A

0709-1

92-1

907-6

601 B

OR

DN

ER D

R

& J

AN

E E V

EA

OW

EN

S, B

AR

RY J

0709-1

92-1

906-8

5702 BITTERSWEET PL

LEARY, CLARE E

0709-192-2128-7

5701 BITTERSWEET PL

& KIERSTIN O KLOECKNER

DUNN JR, MARKHAM E

0709-192-2101-3

1-IN

WN4

1-IN

WN4

1-IN

WN4

1-IN

WN4

1-IN

WN4

1-IN

WN4

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

1-IN

WN2

AND 21-IN STM PIPE

SERVICE LATERALS

INSULATE BETWEEN

NOTE:

BITTERSWEET PL

BO

RD

NE

R D

R

5722 BIT

TE

RS

WE

ET P

L

DIE

RKIN

G, TIM

OT

HY B

0709-1

92-2

123-7

5718 BITTERSWEET PL

VON KAAS, WILLIAM

0709-192-2124-5

5714 BITTERSWEET PL

& MARGARET A KINDIG

KINDIG, DAVID A

0709-192-2125-3

5710 BITTERSWEET PL

& SYLVIA M MAREK

GRIMM, WILLIAM G

0709-192-2126-1

5706 BITTERSWEET PL

AND JENNIFER A KITCHELL

KITCHELL, JAMES F

0709-192-2127-9

5721 BIT

TE

RS

WE

ET P

L

WE

ST

BU

RY,

DA

VID & G

AIL

0709-1

92-2

105-5

5717 BITTERSWEET PL

INMAN, BEVERLY N

0709-192-2104-7

5713 BITTERSWEET PL

GINTHER, JODY

0709-192-2103-9

5709 BITTERSWEET PL

& LAURNCE B CUTFORTH

CARUSI, CRISTIANA E

0709-192-2102-1

890

895

900

905

910

915

920

925

930

935935

890

895

900

905

910

915

920

925

930

935935

15+00 16+00 17+00 18+00 18+71

MIN. 6-IN CLEARANCE

HYDRANT LEAD; MAINTAIN

PRESUMED DEPTH OF EX.



8-I

N 4

5° B

EN

D

8-I

N X 8-I

N T

EE

8-I

N 2

2.5° B

EN

D

T.O.P.=905.4

T.O.P.=903.4

T.O.P.=901.4

T.O.P.=901.5 T.O.P.=901.0

BORDNER

TIE IN AT

MA

TC

HLIN

E

ST

A 15

+00.0

0



SHEET NO.

CITY OF MADISON


RE

V.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

N

BITTERSWEET PL

W-2


PROJECT NO. 53W1775

SE

E W

-3

18+00

18+71

20+00

21+00 22+0022+5022+50

20+00.0

0P

C

22+50.0

8

PT

21+25.5

4

PI

WN10WN8

517 BORDNER DR

SARA K HAGEN

HAGEN, JERRY A

0709-192-1907-6

601 BORDNER DR

& JANE E VEA

OWENS, BARRY J

0709-192-1906-8

1-IN

WN2

1-IN

WN2

5702 BIT

TE

RS

WE

ET P

L

LE

AR

Y, C

LA

RE E

0709-1

92-2

128-7

5701 BIT

TE

RS

WE

ET P

L

& KIE

RSTIN O K

LO

EC

KN

ER

DU

NN JR, M

AR

KH

AM E

0709-1

92-2

101-3

1-IN

WN4

1-IN

WN2

& STM PIPE

SERVICE LATERAL

INSULATE BETWEEN

BIT

TE

RS

WEET P

L

BORDNER DR

W-5

7.04

CUT-IN 6-IN VALVE

STA 22+49.6 /11.5' RT

8-IN MJ PLUG

8-IN X 6-IN TEE W/

STA 22+46.5 /8.5 ' LT

8-IN X 6-IN TEE

STA 22+25.3 /8.5' LT

6-IN VALVE

STA 22+25.2 /11.5' LT

5-IN HYDRANT

STA 22+25.0 /21.1' LT

8-IN X 8-IN TEE

STA 22+17.4 /8.5' LT

TO MEET 8x6 TEE

6-IN 90° BEND; ROLL

STA 22+46.6 /11.7' RT

PATCH TYPE III

UTILITY TRENCH

INSULATE

ABANDONED SAN

REMOVE & PLUG

6-IN SLEEVE & VALVE

LIVE TAP EX. MAIN W/

/14.0' RTSTA 21+46.8

8-IN MJ PLUG

8-IN X 6-IN TEE W/

/8.5 ' LTSTA 21+46.6

MJ CAP UPON ABANDONMENT

CUT & CAP EX. MAIN W/ 6-IN W-4

WN20

W-4

WN21

IF R'QD, SEE PROFILE

6-IN X 12-IN OFFSET

STA 21+46.6 /9.5 ' RT

5709 BIT

TE

RS

WE

ET P

L

& L

AU

RN

CE B C

UTF

OR

TH

CA

RU

SI, C

RIS

TIA

NA E

0709-1

92-2

102-1

6-IN CI (1

940)

6-IN CI (1940)

WS

WS

UP

WS

10"

UP WS

SAN

18"

UP

12"

18"

14"

24"

3"

3"

20"

3 T

REES

26"

WS

22"

WS

885

890

895

900

905

910

915

920

925

930930

885

890

895

900

905

910

915

920

925

930930

20+00 21+00 22+00 22+50

PROPOSED 8-IN WATER MAIN

T.O.P.=901.0

TIE IN AT BITTERSWEET

T.O.P.= 900.8 AT CROSSING W/ STM PIPE P-2

AT STA 21+46.6 TO LOWER MAIN TO MAX

IF SHALLOWER USE 6-IN X 12-IN OFFSET

EX. 6-IN MAIN HAS ASSUMED 6-FT DEPTH;



DEPTH APPROX.

EX. 6-IN WATER MAIN

6-IN CLEARANCE

MAINTAIN MIN.

OF EX. 6-IN MAIN;

APPROX. DEPTH

8-I

N X 6-I

N T

EE

8-I

N X 8-I

N T

EE

8-I

N X 6-I

N T

EE

8-I

N X 6-I

N T

EE

T.O.P.=901.6


PRELIMINARY


SHEET NO.

CITY OF MADISON


RE

V.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

N

BORDNER DR

W-3


PROJECT NO. 53W1775

SEE W-2

CROSS SECTIONS

CITY OF MADISON

SHEET NO.

BITTERSWEET PL.

X-1PROJECT NO. 53W1775


ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

NR

EV.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

FT

FT

922

924

926

928

0 10 20 30-10-20-30

922

924

926

928

922

924

926

928

0 10 20 30-10-20-30

922

924

926

928

920

922

924

926

928

0 10 20 30-10-20-30

920

922

924

926

928

920

922

924

926

928

0 10 20 30-10-20-30

920

922

924

926

928

920

922

924

926

928

0 10 20 30-10-20-30

920

922

924

926

928

918

920

922

924

926

0 10 20 30-10-20-30

918

920

922

924

926

918

920

922

924

926

0 10 20 30-10-20-30

918

920

922

924

926

918

920

922

924

926

0 10 20 30-10-20-30

918

920

922

924

Off=-1

9.3

5'

EL=924.9

1

Off=0.0

0'

EL=924.8

8

Off=20.7

2'

EL=924.7

1

Off=-1

2.0

3'

EL=924.1

8

Off=0.0

0'

EL=924.0

8

Off=12.1

4'

EL=923.9

6

Off=-1

2.0

0'

EL=923.3

5

Off=0.0

0'

EL=923.3

4

Off=12.0

0'

EL=923.3

0

Off=-1

2.0

0'

EL=922.7

1

Off=0.0

0'

EL=922.7

1

Off=12.0

0'

EL=922.6

6

Off=-1

2.0

0'

EL=922.0

7

Off=0.0

0'

EL=922.0

7

Off=12.0

0'

EL=922.0

7

Off=-1

2.0

0'

EL=921.4

4

Off=0.0

0'

EL=921.4

3

Off=12.0

0'

EL=921.4

4

Off=-1

2.0

0'

EL=920.9

0

Off=0.0

0'

EL=920.7

9

Off=12.0

0'

EL=920.8

0

Off=-1

2.0

0'

EL=920.2

6

Off=0.0

0'

EL=920.1

6

Off=12.0

0'

EL=920.1

6

-1.00% -2.00%

-1.00% -3.25%

-2.00% -2.50%

-2.00% -2.50%

-2.00% -2.00%

-2.00% -2.00%

-1.00% -2.00%

-1.00% -2.00%

STA. 11+50

STA. 11+75

STA. 12+00

STA. 12+25

STA. 12+50

STA. 12+75

STA. 13+00

STA. 13+25

M:\DESIGN\Projects\53W1775\Streets\Design\53W1775EN-XSection##.dgn 6/6/2014

CROSS SECTIONS

CITY OF MADISON

SHEET NO.

BITTERSWEET PL.



ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

NR

EV.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

FT

FT

916

918

920

922

924

0 10 20 30-10-20-30

916

918

920

922

924

916

918

920

922

924

0 10 20 30-10-20-30

916

918

920

922

924

916

918

920

922

0 10 20 30-10-20-30

916

918

920

922

914

916

918

920

922

0 10 20 30-10-20-30

914

916

918

920

922

914

916

918

920

0 10 20 30-10-20-30

914

916

918

920

912

914

916

918

0 10 20 30-10-20-30

912

914

916

918

912

914

916

918

0 10 20 30-10-20-30

912

914

916

918

912

914

916

918

0 10 20 30-10-20-30

912

914

916

918

910

912

914

916

918

0 10 20 30-10-20-30

910

912

914

916

918

Off=-1

2.0

0'

EL=919.5

3

Off=0.0

0'

EL=919.4

2

Off=12.0

0'

EL=919.4

3

Off=-1

2.0

0'

EL=918.7

3

Off=0.0

0'

EL=918.6

2

Off=12.0

0'

EL=918.6

3

Off=-1

2.0

0'

EL=917.9

3

Off=0.0

0'

EL=917.8

2

Off=12.0

0'

EL=917.7

8

Off=-1

2.0

0'

EL=917.1

3

Off=0.0

0'

EL=917.0

3

Off=12.0

0'

EL=916.9

3

Off=-1

2.0

0'

EL=916.3

3

Off=0.0

0'

EL=916.2

3

Off=12.0

0'

EL=916.1

3

Off=-1

2.0

0'

EL=915.4

9

Off=0.0

0'

EL=915.4

3

Off=12.0

0'

EL=915.3

4

Off=-1

2.0

0'

EL=914.8

1

Off=0.0

0'

EL=914.8

0

Off=12.0

0'

EL=914.6

6

Off=-1

2.0

0'

EL=914.1

9

Off=0.0

0'

EL=914.1

8

Off=12.0

0'

EL=913.9

9

Off=-1

2.0

0'

EL=913.5

6

Off=0.0

0'

EL=913.5

5

Off=12.0

0'

EL=913.4

1

-1.00% -2.00%

-1.00% -2.00%

-1.00% -2.50%

-1.00% -3.00%

-1.00% -3.00%

-1.50% -3.00%

-2.00% -3.50%

-2.00% -4.00%

-2.00% -3.50%

STA. 13+50

STA. 13+75

STA. 14+00

STA. 14+25

STA. 14+50

STA. 14+75

STA. 15+00

STA. 15+25

STA. 15+50


CROSS SECTIONS

CITY OF MADISON

SHEET NO.

BITTERSWEET PL.



ORIGIN

AT

OR:

CIT

Y O

F M

ADIS

ON, S

TR

EE

TS DIVISIO

NR

EV.

DA

TE:

PL

OT N

AM

E:

PL

OT S

CA

LE:

FILE NAME: DATE:

FT

FT

910

912

914

916

0 10 20 30-10-20-30

910

912

914

916

910

912

914

916

0 10 20 30-10-20-30

910

912

914

916

910

912

914

916

0 10 20 30-10-20-30

910

912

914

916

908

910

912

914

916

0 10 20 30-10-20-30

908

910

912

914

916

908

910

912

914

916

0 10 20 30-10-20-30

908

910

912

914

916

908

910

912

914

0 10 20 30-10-20-30

908

910

912

914

908

910

912

914

0 10 20 30-10-20-30

908

910

912

914

906

908

910

912

0 10 20 30-10-20-30

906

908

910

912

906

908

910

0 10 20 30-10-20-30

906

908

910

Off=-1

2.0

0'

EL=912.9

4

Off=0.0

0'

EL=912.9

3

Off=12.0

0'

EL=912.8

4

Off=-1

2.0

0'

EL=912.4

1

Off=0.0

0'

EL=912.3

0

Off=12.0

0'

EL=912.2

6

Off=-1

2.0

0'

EL=911.8

9

Off=0.0

0'

EL=911.6

8

Off=12.0

0'

EL=911.6

4

Off=-1

2.0

0'

EL=911.3

6

Off=0.0

0'

EL=911.0

5

Off=12.0

0'

EL=911.0

1

Off=-1

2.0

0'

EL=910.8

4

Off=0.0

0'

EL=910.4

3

Off=12.0

0'

EL=910.3

9

Off=-1

2.0

0'

EL=910.4

2

Off=0.0

0'

EL=910.0

2

Off=12.0

0'

EL=909.9

7

Off=-1

2.0

0'

EL=910.0

1

Off=0.0

0'

EL=909.6

0

Off=12.0

0'

EL=909.6

1

Off=-1

2.0

0'

EL=909.3

8

Off=0.0

0'

EL=909.0

2

Off=12.0

0'

EL=909.0

3

Off=-1

2.0

0'

EL=908.6

6

Off=0.0

0'

EL=908.4

0

Off=12.0

0'

EL=908.4

1

-2.00% -3.00%

-1.00% -2.50%

0.00% -2.50%

1.00% -2.50%

2.00%-2.50%

2.00%-2.50%

2.00% -2.00%

1.50% -2.00%

0.50% -2.00%

STA. 15+75

STA. 16+00

STA. 16+25

STA. 16+50

STA. 16+75

STA. 17+00

STA. 17+25

STA. 17+50

STA. 17+75


PL - Madison, Wisconsin · & mary e baston herman, william m 0709-192-2116-2 5753 bittersweet pl...

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Transcript of PL - Madison, Wisconsin · & mary e baston herman, william m 0709-192-2116-2 5753 bittersweet pl...