EC-1 · 2012-08-31 · general notes: topsoil shall be paid for under item 20221 path shall be...

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WDOT TYPE "C" INLET PROTECTION

WDOT TYPE "D" INLET PROTECTION

WDOT TYPE "D" MODIFIED INLET PROTECTION

CLEAR STONE BERM

CITY OF MADISON S.D.D. 1.08

STREET CONSTRUCTION ENTERANCE BERM PER

PRE-CON IS REQUIRED.

IMPLEMENTATION PLAN BY THE CONTRACTOR AT THEPROVISION OF AN EROSION CONTROL

DIRECTED BY FIELD ENGINEER

POLYMER SHALL BE APPLIED IN ADVANCE AS

A MINIMUM

NEEDED ON A DAILY BASIS TO KEEP TRACKING TOTHE CONTRACTOR SHALL PROVIDE STREET CLEANING AS

STANDARD SPECIFICATIONS FOR CONSTRUCTION.WDNR SOC STANDARDS AND CITY OF MADISON

CONTROL MEASURES IN ACCORDANCE WITH THE

THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION

THE CITY OF MADISON

CONTROL MEASURES UNTIL FINAL ACCEPTANCE BYCONSTRUCTION AND MAINTENANCE OF ALL EROSIONTHE CONTRACTOR IS RESPONSIBLE FOR THE

PRIOR TO ANY OTHER CONSTRUCTION ACTIVITYEROSION CONTROL MEASURES SHALL BE IN PLACE

CLASS 1 URBAN TYPE A PER THE STANDARD SPECIFICATIONS.ALL DISTURBED AREAS SHALL BE MATTED WITH EROSION MATTING

SLOPES SHALL BE SEEDED WITH MIX PRAIRIE BID ITEM 20706.20707. UPLAND AREAS, ACCESS ROADS, AND ACCESS ROAD SIDEBANK SHALL BE SEEDED WITH DETENTION BASIN MIX BID ITEMSIDESLOPES FROM WATER SURFACE ELEVATION 851.0 TO TOP OFALL DISTURBED AREAS SHALL BE SEEDED AND MATTED. POND

SILT FENCE

CP CONTROL POINT

CP

CP

CP

CP

CP

CP

CP

CP

CP

CP

CP

CPCP

CP

CP

CPCP

CP

CP

CP

CP

CP

3

3

33

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FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\working_ec_plan.dgn DATE: 7/3/2012

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SHEET NO.

CITY OF MADISON

EC-1MANAGEMENT PONDS

CHEROKEE STORMWATER

PONDS A AND B

WHEELER RD

POND B

POND A

EROSION CONTROL PLAN AND CONTROL POINTS

Lot 1

Lot 2

Lot 3

Lot 4

Lot 5

Lot 6

Lot 7

Lot 8

Lot 10

Lot 9

1st A

dditio

n to Cherokee Park

?

902

1302

5106

5114

5118

5202

5206

5210

5213

5209

5117

1309

1305

1301

1213

1209

1205

1201

1113

1109

1105

1101

10131009

1005

1001

945

941

937

933

5221

5305

1202

5306

5302

5224

52175222

5113

5102

5301 5302

5301

5306

5218

5214

5205

5201

5219

1104

1202

1210

1214

1218

1222

1302

1306

1318

1209

1213

1217

1221

1301

1305

1309

1313

1317

4905

4909

4913

1002

1010

1018

1102

1106

1114

1130

4914

1009

1013

1017

1101

1105

1109

1113

1125

1014

1110

1126

1117

1121

1118

1122

1206

1310

1314

1201

805

809

813

817

821

4906

4910

825

802

WHEELER RD

WHEELER RD

WHEELER RD

DE

LA

WA

RE

LN

CP #CP208

CHSL X SW COR ELEC BOX PAD

N=510246.9300

E=824010.5100

ELEV=853.2100

CP #CP002

NAIL

N=510076.7600

E=823216.6100

ELEV=853.5100

CP #TEMP03233

NAIL SOFT GROUND

N=510375.3700

E=821920.1100

ELEV=853.9800

CP #CP006

NAIL

N=509794.6600

E=822990.8800

ELEV=854.9900

CP #CP096

Birrenkott cap

N=510179.8800

E=824037.0700

ELEV=855.1300

CP #CP200

MAGNAIL ASPH

N=510397.2700

E=821167.9100

ELEV=856.4700

+ GUY WIRE

CP #CP201

Nail in gravel OLD ELEV=856.88

N=510469.8400

E=821329.7200

ELEV=856.5100

CP #CP204

CHSL X CNC FDN MMSD BLDG E WALL

N=510426.7500

E=821195.2100

ELEV=857.2700

CP #CP215

N=509981.3900

E=823876.2400

ELEV=857.5900

++ WVCP #CP175

Old Magnail

N=509670.8500

E=822416.4400

ELEV=858.2300

++ WV

++ LP

CP #DEL3

CHSL X TOP CURB

N=509635.96

E=823463.58

ELEV=858.65

CP #CP226

Old Magnail

N=509673.6300

E=823510.0300

ELEV=859.0300

++ UP

CP #CP218

NAIL SOFT GROUND

N=510003.0100

E=822472.5500

ELEV=859.3400

CP #CP003

MAGNAIL

N=509675.5400

E=823186.0400

ELEV=859.5700

CP #CP227

Old Magnail

N=509680.5600

E=822871.5200

ELEV=860.9400

CP #CP005

HYD TOP NUT

N=509640.0400

E=823514.3600

ELEV=861.0800

CP #CP007

MAGNAIL

N=509678.3600

E=822906.3600

ELEV=860.9500

CP #CP008

HYD TOP NUT

N=509656.2500

E=822523.5700

ELEV=860.9800

CP #CP213

Chisel X north manhole rim

N=509740.6700

E=823770.6700

ELEV=861.4100

CP #CP004

HYD TOP NUT

N=509648.7500

E=823010.9300

ELEV=863.0800

CP #CP206

NAIL

N=510008.3000

E=824151.3900

ELEV=863.4200

CP #CP014

HYD TOP NUT

N=509308.9800

E=822419.8700

ELEV=863.8600

CP #CP207

MAGNAIL CTR HEAD

N=510046.9000

E=824291.5700

ELEV=863.9400

CP #TEMP03222

MARKER TOP SOFT GROUND

N=510134.6800

E=821971.4100

ELEV=864.6700

CP #CP012

CHSL X WHE3

N=509652.0600

E=822007.4400

ELEV=865.9700

CP #CP017

MAGNAIL E COR HEAD

N=509253.7700

E=822014.9200

ELEV=866.2100

CP #809116

BRS CAP IN MON BOX

N=509666.0200

E=824196.1700

ELEV=868.2400

CP #CP009

HYD TOP NUT

N=509658.8200

E=822019.8400

ELEV=868.3500

CP #WHE2

Gin spike in asph

N=509659.1900

E=821599.4000

ELEV=871.4900

CP #CP011

MAGNAIL

N=509698.3400

E=821575.6200

ELEV=872.9100

CP #809115

BRS CAP 0.2FT BLW ASPH APRX CTR

N=509695.1400

E=821547.1700

ELEV=873.6200

CP #CP013

HYD TOP NUT

N=509519.5300

E=821518.0800

ELEV=874.0400

CP #CP228

CHSL X CNC PAD

N=509737.1900

E=821527.2000

ELEV=874.4100

ELEV 948.50

PER BID ITEM 90044

HARD WIRE CLOTH

3 ROLLS OF GALVANIZED

SHORELINE BARRIER - TYPE 1

TYPICAL SECTION WITH

NOT TO SCALE

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M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\D1 Barrier Detail.dgnFILE NAME: 7/3/2012DATE:

SHEET NO.

CITY OF MADISON

BARRIER DETAIL

DETAIL

D-1

(3:1 TYPICAL)

EMBANKMENT SLOPE

(15:1 TYPICAL)

SAFETY BENCH VARIES

(ITEM 20221)

4" TOPSOIL

ELEV 848.00

ELEV 851.00

PER BID ITEM 90044

HARD WIRE CLOTH

3 ROLLS OF GALVANIZED

NOT TO SCALE

(3:1 TYPICAL)

EMBANKMENT SLOPE

(15:1 TYPICAL)

SAFETY BENCH VARIES

ELEV 854.00(ITEM 20221)

4" TOPSOIL

POND A

ELEV 851.5

ELEV 814.50

4"

POND B

MANAGEMENT PONDS

CHEROKEE MARSH STORMWATER

4"

12’

GRADE AS REQUIRED

2% 2%

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M:\DESIGN\SEWER\DGN\53W0779\Plan Sheets\D2 Path Detail.dgnFILE NAME: 7/3/2012DATE:

SHEET NO.

CITY OF MADISON

ACCESS PATH DETAIL

D-2MANAGEMENT PONDS


DETAILS

12’

1:1 MAX

SLOPE AS REQUIRED

ELEVATION INSTEAD OF DITCHING.

SEWER ACCESS ROAD GRADING ONLY

IMPROVE ACCESS ROAD

MATTING, SEED, ANDTOPSOIL

ELEVATION

EXISTING APPROVED GROUND

WITHIN LIMITS, MATCH

FILL

GENERAL NOTES:

TOPSOIL SHALL BE PAID FOR UNDER ITEM 20221

PATH SHALL BE SEEDED WITH MIXED

PRAIRIE SEED (ITEM #20706)

WHERE APPLICABLE, MATCH

EXISTING APPROVED GROUNDCUT/FILL

PAID UNDER BID ITEM 20101/20202

PATH SHALL BE SEEDED WITH MIXED

PRAIRIE SEED (ITEM #20706)

GENERAL NOTES:

4% MAX4% MAX

Lot 1

Lot 2

Lot 3

Lot 4

Lot 5

Lot 6

Lot 7

Lot 8

Lot 10

Lot 9

1st A

dditio

n to Cherokee Park

?

902

1302

5106

5114

5118

5202

5206

5210

5213

5209

5117

1309

1305

1301

1213

1209

1205

1201

1113

1109

1105

1101

10131009

1005

1001

945

941

937

933

5221

5305

1202

5306

5302

5224

52175222

5113

5102

5301 5302

5301

5306

5218

5214

5205

5201

5219

1104

1202

1210

1214

1218

1222

1302

1306

1318

1209

1213

1217

1221

1301

1305

1309

1313

1317

4905

4909

4913

1002

1010

1018

1102

1106

1114

1130

4914

1009

1013

1017

1101

1105

1109

1113

1125

1014

1110

1126

1117

1121

1118

1122

1206

1310

1314

1201

809

813

817

821

4910

825

802

BO

P

Sta

= 1

+00.00

PI

Sta

= 4

+72.25

PI

Sta

= 7

+38.24

EOP Sta = 14+56.65

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

WHEELER RD

WHEELER RD

WHEELER RD

DE

LA

WA

RE

LN

BOP Sta = 25+00.00

EOP Sta = 40+18.57

26

+00

27

+00

28

+00

29

+00

30

+00

31

+00

32

+00

33

+00

34

+00

35

+00

36

+00

37

+00

38

+00

39

+00

40

+00

BOP Sta = 50+00.00

EOP Sta = 63+67.90

51

+00

52

+00

53

+00

54

+00

55

+0

05

6+0

05

7+0

05

8+0

05

9+0

06

0+0

06

1+0

06

2+0

06

3+0

0

WHEELER RD

MENOMONIE LN

P-1 P-2

P-3 P-4

P-5

P-6

P-7

P-8

CO

MA

NC

HE

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M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgnFILE NAME: 7/3/2012DATE:

PLAN SHEET INDEX

SCALE: 200.000000:1.000000

CITY OF MADISON

SHEET NO.

D-3PROJECT NO. 53W1101

CHEROKEE STORMWATER PONDS

OVERVIEW

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M:\DESIGN\SEWER\DGN\53W0779\Plan\Plan.dgnFILE NAME: DATE:

SHEET NO.

CITY OF MADISON

SCALE:

P-1PROJECT NO. 53W1101


PLAN

POND A

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SHEET NO.

CITY OF MADISON

PLAN AND PROFILE

SCALE: 200.000000:1.000000

PROJECT NO. 53W1101


P-2

POND A

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SHEET NO.

CITY OF MADISON

PLAN AND PROFILE

SCALE: 200.000000:1.000000

PROJECT NO. 53W1101


P-4

POND A

PLOT NAME: PLOT SCALE: REV. DATE:

ORIGINATOR: CITY OF MADISON, STREETS DIVISION

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NO. 5

3W

1101

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SHEET NO.

CITY OF MADISON

SCALE: 200.000000:1.000000

PROJECT NO. 53W1101


P-7

POND B

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SHEET NO.

CITY OF MADISON

SCALE: 200.000000:1.000000

P-6PROJECT NO. 53W1101


POND B

PLOT NAME: PLOT SCALE: REV. DATE:

ORIGINATOR: CITY OF MADISON, STREETS DIVISION

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NO. 5

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1101

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P-8

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PLAN

PLAN

7/3/2012 200.000000:1.000000

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SHEET NO.

CITY OF MADISON

PLAN AND PROFILE

SCALE: 200.000000:1.000000

PROJECT NO. 53W1101


P-3

POND A

+ GUY WIRE

++ WV++ WV

++ LP

++ UP

ALIGNMENT CODES:"PA"= POND A"PB"= POND B"WA"= PATH A

STORM SEWER SCHEDULE CITY OF MADISON

STRUCTURES PIPES * REVISED 8-30-12STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTESNO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE

P-2 S-1 S-2 131 850.50 852.31 1.38% 48" STM PIPE TWIN PIPESS-1 13'B'+82.00 LT-63.00 48" STM AE --- 850.50 --- TWO ENDWALLS P-3 S-2 S-3 40 853.31 854.25 2.35% 18'' RCP NCMS-2 25'B'+28.00 LT-10.20 12'X5' SAS 858.06 852.31 5.75 FP; (1) P-4 S-3 S-4 3 854.25 854.30 1.67% 12'' RCP NCMS-3 25'B'+29.00 RT-49.80 H INLET 857.76 854.25 3.51 W/R-3067-004S-4 25'B'+29.00 RT-53.40 H INLET 857.76 854.30 3.46 W/R-3067-004 * P-11 S-11 S-10 213 849.56 851.50 0.91% 36" STM PIPE

* P-12 S-12 S-9 218 849.56 851.50 0.89% 36" STM PIPE* S-8 4'B'+59.00 RT-24.75 36" RCP AE --- 851.50 --- END OF APRON STATIONED; W/GATE * P-13 S-13 S-8 225 849.56 851.50 0.86% 36" STM PIPE* S-9 4'B'+59.00 RT-16.50 36" RCP AE --- 851.50 --- END OF APRON STATIONED; W/GATE* S-10 4'B'+59.00 RT-9.00 36" RCP AE --- 851.50 --- END OF APRON STATIONED; W/GATE P-14 S-14 S-11 54 849.00 849.56 1.04% 36" STM PIPE

S-11 2'B'+45.50 LT-8.00 36" STM 45DEG BEND --- 849.56 --- PLACE MARKER BALL P-15 S-15 S-12 54 849.00 849.56 1.04% 36" STM PIPES-12 2'B'+40.00 RT-0 36" STM 45DEG BEND --- 849.56 --- PLACE MARKER BALL P-16 S-16 S-13 54 849.00 849.56 1.04% 36" STM PIPES-13 2'B'+34.00 RT-8.00 36" STM 45DEG BEND --- 849.56 --- PLACE MARKER BALLS-14 2'B'+20.00 LT-50.40 36" RCP AE --- 849.00 --- END OF APRON STATIONED; W/GATE P-25 S-25 S-26 795 848.00 849.00 0.13% 36'' STM PIPES-15 2'B'+13.00 LT-46.00 36" RCP AE --- 849.00 --- END OF APRON STATIONED; W/GATE P-26 S-26 S-27 111 849.00 851.50 2.25% 36'' STM PIPES-16 2'B'+04.00 LT-41.00 36" RCP AE --- 849.00 --- END OF APRON STATIONED; W/GATE

P-50 S-50 S-51 589 848.00 849.00 0.17% 36'' STM PIPES-25 39'B'+40.00 RT-2.00 36" RCP AE --- 848.00 --- END OF APRON STATIONED; W/GATE P-51 S-51 S-52 93 849.00 850.00 1.08% 36'' STM PIPES-26 31'B'+52.00 LT-2.50 5X5 SAS 853.00 849.00 4.00 FP; (1)S-27 9'B'+74.00 LT-331.00 36" RCP AE --- 851.50 --- END OF APRON STATIONED; W/GATE

S-50 62'B'+88.00 RT-0 36" RCP AE --- 848.00 --- END OF APRON STATIONED; W/GATES-51 56'U'+98.00 LT-8.50 5X5 SAS 853.00 849.00 4.00 FP; (1)S-52 56'U'+05.00 LT-54.00 36" RCP AE --- 850.00 --- END OF APRON STATIONED; W/GATE

- APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD.

- TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED.(1) STRUCTURE DEPTH REQUIRES PIPE WALLS MUST BE POURED INTO STRUCTURE ROOF - 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.

FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\PLAN\STORM SCHEDULE CHEROKEE.XLS DATE:

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PROJECT NO. 53W1101

SHEET NO.

STORM SEWER SCHEDULE P-9

08/31/2012

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- 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 COREY STELLJES OF CITY ENGINEERING AT (608) 266-9721 FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608)264-9275.

SPECIFIC NOTES

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

- TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's.

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CL20406080100120140160180200220240260280300320340360380400420440460 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

320 340 360 380 400 430 450 470

3 3

00 00

+ +

858 858

860 860

862 862

864 864

866 866

856 856

854 854

852 852

850 850

STA =3+00

MANAGEMENT PONDS

CHEROKEE STORMWATER

X-1

P-11

P-12

P-13

3:1 SIDE SLOPES

MIN 1.0’ COVER

MOUND DIRT OVER PIPES

TYPICAL SECTION

OUTLET PIPES

ORIGIN

AT

OR:

CIT

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N

FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\Plan\rc002001.dgn DATE: 7/3/2012

PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

6 6

00 00

+ +860 860

862 862

864 864

866 866

868 868

858 858

856 856

854 854

852 852

850 850

STA =6+00

PROP CL ELEV=851.50

SHEET NO.

CITY OF MADISON

CL20406080100120140160180200220240260280300320340360380400420440460 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

320 340 360 380 400 430 450 470

MANAGEMENT PONDS

CHEROKEE STORMWATER

X-2

PER STANDARD SPECIFICATIONS

ELEVATION 851.50 WITH DETENTION SEED MIX

SEE ABOVE PERMANENT WATER SURFACE

OUTLET CHANNEL SIDE SLOPES= 3:1

OUTLET CHANNEL

EX GROUND

TYPICAL SECTION

POND A OUTLET

3:1 3

:1

ORIGIN

AT

OR:

CIT

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N


PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

11 11

00 00

+ +864 864

866 866

868 868

870 870

872 872

874 874

876 876

878 878

880 880

862 862

860 860

858 858

856 856

854 854

852 852

850 850

848 848

STA =11+00

PROP CL ELEV=847.00

SHEET NO.

CITY OF MADISON

CL20406080100120140160180200220240260280300320340360380400420440460 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

320 340 360 380 400 430 450 470

MANAGEMENT PONDS

CHEROKEE STORMWATER

X-3

TYPICAL SECTION

PER STANDARD SPECIFICATIONS

ELEVATION 851.50 WITH DETENTION SEED MIX

SEED ABOVE PERMANENT WATER SURFACE

OUTLET CHANNEL SIDE SLOPES= 3:1

EX GROUND

POND BOTTOM

3:1

15:115:1

3:1

VARIES

3:13

:1

POND A

SHORELINE BARRIER

ORIGIN

AT

OR:

CIT

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N


PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

SHEET NO.

CITY OF MADISON

70

70

CL

CL

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

10

10

20

20

30

30

40

40

50

50

60

60

70

70

33 33

50 50

+ +850 850

852 852

848 848

X-4MANAGEMENT PONDS

CHEROKEE STORMWATER

TYPICAL SECTION

PATH A

VARIES

SURFACE

12’ PATH

VARIES

MATCH EX GROUND

GRADE SIDE SLOPES TO

BY FIELD ENGINEER

TO BE USED AS TOPSOIL AS APPROVED

FILL FILL PILES FROM ORIGINAL DITCH.

DO NOT DISTURB

EX WETLAND

DO NOT DISTURB

EX WETLANDP-25

20706

MIX PRAIRIE SEED MIX PER BID ITEM

RESTORE ALL DISTURBED AREA WITH

COVER

MIN 1’ PIPE

ORIGIN

AT

OR:

CIT

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N

FILE NAME: M:\DESIGN\SEWER\DGN\53W0779\PLAN\RC001003.DGN DATE: 7/3/2012

PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

SHEET NO.

CITY OF MADISON

CL20406080100120140160180200220240260280300320340360380400420440460 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300

310 330 350 370 390 410 430 450 470

51 51

00 00

+ +

852 852

854 854

856 856

858 858

860 860

850 850

848 848

846 846

844 844

STA =51+00

X-5MANAGEMENT PONDS


TYPICAL SECTION

POND B

12’

VA

RIES

MAX4:

1

3:1

(ACCESS RD)

PATH SURFACE

15:1

3:1

15:1

3:1

3:1

EX DITCH

FOREBAY

EX GROUND

POND BOTTOM

STANDARD SPECS

SHALL BE SEEDED AND MATTED WITH DETENTION BASIN SEED MIX PER

SIDE SLOPES ABOVE WATER SURFACE ELEVATION=851.0

MIXED PRAIRIE SEED MIX PER BID ITEM 20706

SIDESLOPES SHALL BE SEEDED WITH

DISTURBED UPLANDS AND ACCESS RD

SHORELINE BARRIER

SHORELINE BARRIER

CLAY LINER

STA =51+00

ORIGIN

AT

OR:

CIT

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N


PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

CL

CL

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

130

130

140

140

150

150

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

130

130

140

140

150

150

58 58

00 00

+ +

852 852

854 854

850 850

STA =58+00

MIXED PRAIRIE SEED MIX PER BID ITEM 20706

SIDESLOPES SHALL BE SEEDED WITH

DISTURBED UPLANDS AND ACCESS RD

SHEET NO.

CITY OF MADISON

X-6MANAGEMENT PONDS


TYPICAL SECTION

POND B

DO NOT DISTURB

EX WETLAND

P-50

SURFACE

12’ PATH

VARIES

MATCH EX GROUND

GRADE SIDE SLOPES TO

VARIES

BY FIELD ENGINEER

TO BE USED AS TOPSOIL AS APPROVED

FILL PILES FROM ORIGINAL DITCH.

ON PIPE P-50 AND P-51

MAINTAIN MIN 1.0’ COVER

EX DITCH

Date post:	13-Mar-2020
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EC-1 · 2012-08-31 · general notes: topsoil shall be paid for under item 20221 path shall be...

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