drost_finalconstdocs.pdf

PDF 8 MB Posted Mar 7, 2011

Attached to: Drost Wetland Restoration Program (WRP) Construction Project, Jefferson County, Wisconsin
Solicitation number: AG-5F48-S-11-0006
Issued by: Department of Agriculture National Resources Conservation Service

About this file

From the source

Drost Construction Plans

View the file

Other files

File	Type	Posted
Amendment 1.pdf	PDF	Mar 18, 2011
Davis-Bacon WI19 2-11-11.pdf	PDF	Mar 7, 2011
Drost Specifications.pdf	PDF	Mar 7, 2011
Solicitation Offer and Award-Standard Form 1442 Section A.pdf	PDF	Mar 7, 2011
Drost Price_Schedule-Section_B.docx	DOCX document	Mar 7, 2011
Solicitation Sections C through M.docx	DOCX document	Mar 7, 2011

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PI Sta = 202+83.62

PI Sta = 203+84.18

PI Sta = 203+93.88

PI Sta = 204+05.18

P I S ta = 204+13.77

P I S ta

P I S ta .9

P I S ta .6

P I S ta .4

P I S ta .5

P I S ta .0

P I S ta

P I S ta .1

P I S ta .5

P I S ta .8

P I S ta

+7 5.

S ta

+9 9.

S ta

= 2

+2 2.8

Sta = 2

31+ 52.

PI S

ta =

231+ 87.8

PI Sta = 232+10.96

PI Sta = 232+38.71

PI Sta = 236+15.70

PI Sta = 237+33.02

PI Sta = 238+69.80

PI Sta = 240+92.20

PI Sta = 243+14.61

PI Sta = 245+14.53

PI Sta = 248+47.42

PI Sta = 252+75.72

PI Sta = 254+59.79

PI Sta = 256+44.54

PI Sta = 259+81.00

PI Sta = 261+32.71

PI Sta = 263+19.99

PI Sta = 265+07.28

PI Sta = 266+84.05

PI Sta = 268+60.81

PI Sta = 270+68.94

150 300 6000

779 779

780780

783 783

783783

784784

785785

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

M S

P R

O F

E S

R V

E S c

I n te rn a ti o n a l L a n e

M a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

-5 -1

C S R

E V

W C

O M

M E

N T

-2

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 8

800801

6 7

SHEET ST 2

SHEET ST 4

SHEET ST 3

SHEET ST 5

D L

A Y R

O A

D L

A Y R

O A

SHEET ST 6

G 2

P L

A N S

H E

E T I

N D

E X

G 2.dgn 3/3/2011 12:00:13 PM esorensen

150 300 6000

A N P

R O

E I

N D

E X

779 779

780780

783 783

783783

784784

785785

0 8

800801

6 7

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

E E

T P

SHEET PP 4

SHEET P

P 2

SHEET PP

3 SHEET PP 5

S H

E E

T P

S H

E E

T P

D L

A Y R

O A

D L

A Y R

O A

S H

E E

T P

G 3

G 3.dgn 3/3/2011 12:00:16 PM esorensen

G 4

MIN. 788.0

OVERBANK = 787.0

TOP OF VEGETATED

OVERBANK = 787.0

TOP OF VEGETATED MIN. = 788.0

UNDERLAIN BY GEOTEXTILE

12" THICKNESS RIPRAP

6.0’

14.0’

12.0’

20.0’

N.T.S.

TOP OF RIPRAP

Wetland Scrape/Borrow Areas with a rough bottom

8:1 or flatter side slopes or flatter on all sides

Vary side slopes 8:1

Existing Ground

TYPICAL WETLAND SCRAPE CROSS SECTION

WETLAND SCRAPE PLAN VIEW

Water Level (Fluctuates) varying depth bottom &

Rough curvilinear in shape.

Perimeter will be

Note:

RIPRAP SPILLWAY SECTION

RIPRAP SPILLWAY PROFILE

FLOW

0.5’ min. to 3’ max.

Depth = or as directed by the COTR.

Spoil shall be disposed of at locations of spoil disposal as shown on the plans 6.

Before topsoil is spread, the depth and slopes must be checked by the COTR. 5.

excavation is completed.

Strip minimum 6" of topsoil and stockpile it for spreading, if needed, after the 4.

Wisconsin Construction Specification 2, Excavation, shall be followed. 3.

and desired.

Scrapes are to be irregular in shape when completed. Wheel ruts are allowed 2.

COTR.

Scrapes/borrow areas will be constructed at locations and as flagged by the 1.

Notes:

OVERBANK = 787.0

TOP OF VEGETATED

15.0’

SPILLWAY = 786.0

TOP OF RIPRAP

FLOWLINE 780.0 +/-

EXISTING DITCH

SPILLWAY = 786.0

TOP OF RIPRAP

EROSION MAT

CLASS I URBAN TYPE B

EROSION MAT

CLASS I URBAN TYPE B

EROSION MAT

CLASS I URBAN TYPE B

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

G 4.dgn 3/3/2011 12:00:17 PM esorensen

T E

G 5

EROSION CONTROL REQUIREMENTS

CONSTRUCTION SITE

AREAS TO BE SEEDED OR SODDED.

OTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALL

21.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESS

20.) ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.

AND THESE AREAS STABILIZED.

TEMPORARY BMP’S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVED

19.) WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, A RAIN EVENT.

ALL NEWLY SEEDED AND MULCHED AREAS SHALL BE PROVIDED WHENEVER 7 DAYS ELAPSE WITHOUT

18.) DURING THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION OF A DISTURBED WATERING OF

REPAIRED AND THE STABILIZATION WORK REDONE.

17.) ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE

METHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.

THAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS

16.) ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURES

TO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE.

STANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIOR

TO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE

c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATED

b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.

a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.

WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING:

15.) ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.

WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING.

ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 30 DAYS SHALL BE COVERED OR TREATED

14.) EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.

REMOVE SOIL, DIRT, AND/OR DUST.

SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TO

TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION

13.) THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING

FOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS.

CHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNT

DIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IF

12.) CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BE

OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.

11.) WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.

WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF

10.) ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, INDICATED ON THE PLAN.

9.) ANY SLOPES STEEPER THAN 3H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESS

8.) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.

IS RE-ESTABLISHED.

THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION

TO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS.

7.) ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIOR

ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME.

AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED.

6.) ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED

3 WORKING DAYS OF FINAL GRADING.

ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN

STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.

BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY

INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS

TO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINS

TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZED

5.) THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION,

LOCAL INSPECTORS, OR THE COTR, SHALL BE INSTALLED WITHIN 24 HOURS.

4.) ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR

ACCOMPANYING SPECIFICATIONS.

ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THE

3.) THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.

RELEASED STANDARD.

IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY

CONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED AND

2.) ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR’S

SHALL BE MADE AS REQUIRED.

AND UNTIL THE VEGETATION IS RE-ESTABILISHED. ADJUSTMENTS TO THE CONTROL SYSTEM

SHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATION

TO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

OF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED

FOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT

1.) SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS

CONSTRUCTION NOTES

4.) CLEAR AND GRUB SHALL BE INCIDENTAL TO COMMON EXCAVATION.

ADJACENT SCRAPE OR INUNDATED AREA.

PLACED IN DITCH FILL AREAS BUT SHALL BE GRUBBED WHOLE AND PLACED WITHIN AN

WITHIN THE DITCH FILL AREAS. TREES 6 INCHES IN DIAMETER AND LARGER SHALL NOT BE

3.) VEGETATION, BRUSH, AND TREES SMALLER THAN 6 INCHES IN DIAMETER MAY BE BURIED

NO TILE SHALL BE LEFT UPON THE GROUND SURFACE.

SHALL BE DEPOSITED IN THE TRENCH PRIOR TO BACKFILLING OR REMOVED FROM THE SITE.

PERFORMED TO THE TYPICAL LENGTHS SHOWN FOR EACH AREA OF THE SITE. ALL TILE 2.) TILE REMOVAL SHALL BE

OF 5’ OR AS DIRECTED BY THE COTR.

1.) THE TILE LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. TILE EXPLORATION SHALL BE CONDUCTED TO A DEPTH

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

G 5.dgn 3/3/2011 12:00:18 PM esorensen

779 779

780780

783 783

783783

784784

785785

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 8

800801

6 7

TILE REMOVAL (TYP.)

O V

E R

A L L S

E P

L A

FINDLAY ROAD

D L

A Y R

O A

WRP EASEMENT

100-YR FLOOD PLAIN LIMIT

SCRAPE AREA 4

SCRAPE AREA 5

ST 1

100-YR FLOOD PLAIN LIMIT

WRP EASEMENT

SCRAPE AREA 6

DITCH FILL

SCRAPE SPOILS AREA 5

BERM REMOVAL

100-YR FLOOD PLAIN LIMIT

SCRAPE AREA 7

SCRAPE AREA 8

SCRAPE AREA 9

SCRAPE AREA 10

SCRAPE SPOILS AREA 2

SCRAPE SPOILS AREA 1

SCRAPE AREA 14

SCRAPE SPOILS AREA 14

SCRAPE SPOILS AREA 13

SCRAPE AREA 13

SCRAPE SPOILS AREA 12

SCRAPE AREA 12

SCRAPE SPOILS AREA 11

SCRAPE AREA 11

SCRAPE SPOILS AREA 10

SCRAPE SPOIL AREA 9

SCRAPE SPOILS AREA 8

SCRAPE SPOILS AREA 7

SCRAPE SPOILS AREA 3

SCRAPE AREA 2

SCRAPE AREA 3

SCRAPE AREA 1

ST 1.dgn 3/3/2011 12:00:21 PM esorensen

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 50 100 200

779 779

783 783

200 LF

TILE EXPLORATION

800801

WRP E

ASEMENT

W R

P E

A S

E M

E N

W R

P E

A S

E M

E N

+00

218+00 220+00

222+00 224+00

226+00 228+00

230+00

TILE REMOVAL

200 LF

TILE EXPLORATION

200 LF

TILE EXPLORATION

ST 2

P L

A N S

H E

E T

TILE REMOVAL

SEE SHEETS PP 1 - PP 8

STA. 202+68 TO STA. 244+00

BERM REMOVAL

100 FT (TYP)

100-YR FLOOD PLAIN LIMIT

TO LANDOWNER.

RETURN SALVAGEABLE ITEMS

REMOVE PUMP AND PIPING.

SCRAPE SP

OILS

AREA 1

24,000 SF

SCRAPE AREA 3

45,000 SF

SCRAPE AREA 7

SCRAPE SPOILS AREA 7

F S

C R

A P

E A

R E

SCRAPE SPOILS AREA 3

100 FT

6,000 SF

SCRAPE AREA 2

6,000 SF

SCRAPE AREA 1

SCRAPE SP

OILS

AREA 2

S C

R A

P E S

P O

S A

R E

F S

C R

A P

E A

R E

F S

C R

A P

E A

R E

S C

R A

P E S

P O

S A

R E

S C

R A

P E S

P O

S A

R E

ST 2.dgn 3/3/2011 12:00:23 PM esorensen

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 8

6 7

WRP EASEMENT

D L

A Y R

O A

RIPRAP SPILLWAY

SEE SHEET ST 6

SCRAPE AREA 6

P L

A N S

H E

E T

ST 3

TILE REMOVAL

100-YR FLOOD PLAIN LIMIT

FILL DITCH

ACCESS EASEMENT

R O

A D

FINDLAY

50 FT. (TYP)

ST 3.dgn 3/3/2011 12:00:24 PM esorensen

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

6 7

WRP EASEMENT

W R

P E

A S

E M

E N

TILE REMOVAL

100-YR FLOOD PLAIN LIMIT

TILE REMOVAL

TO THE WEST

UTILITIZE SPOILS FOR DITCH FILL

SCRAPE AREA 4 = 10,000 SF

20,000 SF

SCRAPE AREA 5

50 LF

TILE EXPLORATION

200 LF

TILE EXPLORATION

P L

A N S

H E

E T

ST 4

400 LF

TILE EXPLORATION

TILE REMOVAL

100 FT

SPOILS AREA.

TO THE NORTH ACROSS

MAINTAIN POSITIVE SLOPE

SCRAPE SPOILS AREA 5

S C

R A

P E A

R E

S C

R A

P E A

R E

S C

R A

P E S

P O

S A

R E

S C

R A

P E A

R E

S C

R A

P E S

P O

S A

R E

S C

R A

P E S

P O

S A

R E

ST 4.dgn 3/3/2011 12:00:25 PM esorensen

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

783783

784784

785785

WRP EASEMENT

W R

P E

A S

E M

E N

WRP EASEMENT

ST 5

100-YR FLOOD PLAIN LIMIT

P L

A N S

H E

E T

TILE REMOVAL

15,000 SF

SCRAPE AREA 14

SCRAPE SPOILS AREA 14

ST 5.dgn 3/3/2011 12:00:26 PM esorensen

0 15 30 60

502+50 502+75 503+00 503+25 503+50 503+75 504+00 504+25 504+50 504+75 505+00 505+25 505+50 505+75 506+00 506+25 506+50 506+75 507+00

PROPOSED ELEVATION

SCRAPE AREA

FILL

DITCH

EXISTING ELEVATION

788789

790791 792793

787 786 785 784

781 782 783 784

785 786 787

788787

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

P E

A S

E M

E N

SEE DETAIL SHEET G 4

RIPRAP SPILLWAY

GRADE

TO BLEND INTO EXISTING

EXTEND 16 FT WIDE BERM

NOTES:

EXISTING ACCESS ROAD

URBAN TYPE B EROSION MAT

OVERBANK WITH CLASS 1

VEGETATED SPILLWAY

USE SPOILS TO FILL ADJACENT DITCH

SCRAPE AREA 6 = 43,000 SF

ST 6

P L

A N S

H E

E T

FILL EXISTING DITCH

S E

C T

N L

E S

E C

N L

E S

E C

N L

SECTION (LOOKING NORTH)

APPROX. 36 LF

24" CMP CULVERT REMOVAL

APPROX. 36 LF

12" CMP CULVERT REMOVAL

SEEDING.

TOPSOILED TO A SURFACE SUITABLE FOR

ELEVATIONS INDICATED, AND GRADED AND

DITCH FILL WILL BE PLACED TO THE

SPECIFICATION 3 - EARTHFILL

ACCORDANCE WITH WISCONSIN CONSTRUCTION

FILL PLACED IN THIS AREA SHALL BE IN

400 SQ. FT. IN AREA.

PILES MAY NOT EXCEED 4’ IN HEIGHT OR

APPROVED BY THE TECHNICIAN. THESE

MAY BE PILED ON SITE AT A LOCATION

TREES SMALLER THAN 6" IN DIAMETER

THE AREA OF THE SPILLWAY. BRUSH AND

SHALL BE STRIPPED AND REMOVED FROM

ALL VEGETATION, BRUSH, AND TOPSOIL

793 792

ST 6.dgn 3/3/2011 12:00:27 PM esorensen

779 779

780780

783 783

783783

784784

785785

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 8

800801

6 7

R E

S T

O R

A T

N P

L A

ST 7

AREA SEEDING LIMITS

APPROXIMATE DISTURBED

AREA SEEDING LIMITS

APPROXIMATE DISTURBED

AREA SEEDING: 48.8 ACRES

ESTIMATED TOTAL DISTURBED

AREA SEEDING LIMITS

APPROXIMATE DISTURBED

ST 7.dgn 3/3/2011 12:00:28 PM esorensen

200+00 200+25 200+50 200+75 201+00 201+25 201+50 201+75 202+00 202+25 202+50 202+75 203+00 203+25 203+50 203+75 204+00 204+25 204+50 204+75 205+00 205+25 205+50 205+75

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 10 20 40

778778

78478

EXISTING TOP OF BERM ELEVATION

OF SLOPE ELEVATION

EXISTING LEFT (NORTH) TOE

B O

P S ta

+00

204+00

205+00

206+00

CUT LIMITS

S T

A .0

B E

E R

M R

E M

O V

A L

PROPOSED TOP OF BERM ELEVATION = 781.0

P R

O P

O S

E D T

O P O

F B

E R

E X

G T

O P O

F B

E R

WRP E

ASEMENT

PP 1

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

TO LANDOWNER.

RETURN SALVAGEABLE ITEMS

REMOVE PUMP AND PIPING

REMOVE EXISTING BERM

EXISTING ACCESS ROAD

PP 1.dgn 3/3/2011 12:00:30 PM esorensen

205+75 206+00 206+25 206+50 206+75 207+00 207+25 207+50 207+75 208+00 208+25 208+50 208+75 209+00 209+25 209+50 209+75 210+00 210+25 210+50 210+75 211+00 211+25 211+50

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R C S

N a tu ra l R e so u rc e s

C o n se rv a ti o n S e rv ic e

U n it e d S ta te s

D e p a rt m e n t o f A g ri cu lt u re

-2

-7

-8

-4

-0

F ax -2

-5

O F

E S

R V

E S c

I n te rn at io n al L an e M ad is o n

W I

W eb A d d re ss w w w .m sa -p s.

co m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

207+00

208+00

209+00

210+00

211+00

CUT LIMITS

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PP 2

P L

A N P

R O

E S

H E

E T

REMOVE EXISTING BERM

EXISTING TOP OF BERM ELEVATION

PROPOSED TOP OF BERM ELEVATION = 781.0

PROPOSED TOP OF BERM ELEVATION = 780.0

EXISTING TOP OF BERM ELEVATION

10H:1V

OF SLOPE ELEVATION

EXISTING LEFT (NORTH) TOE

LIMITS

DEPOSIT

SPOIL

PP 2.dgn 3/3/2011 12:00:31 PM esorensen

211+50 211+75 212+00 212+25 212+50 212+75 213+00 213+25 213+50 213+75 214+00 214+25 214+50 214+75 215+00 215+25 215+50 215+75 216+00 216+25 216+50 216+75 217+00 217+25

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R C S

N a tu ra l R e so u rc e s

C o n se rv a ti o n S e rv ic e

U n it e d S ta te s

D e p a rt m e n t o f A g ri cu lt u re

-2

-7

-8

-4

-0

F ax -2

-5

O F

E S

R V

E S c

I n te rn at io n al L an e M ad is o n

W I

W eb A d d re ss w w w .m sa -p s.

co m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

10H:1V

212+00 213+00 214+00 215+00 216+00

217+00

CUT LIMITS

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

EXISTING TOP OF BERM ELEVATION

PROPOSED TOP OF BERM ELEVATION = 780.0 PROPOSED TOP OF BERM ELEVATION = 781.0

EXISTING TOP OF BERM ELEVATION

PP 3

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

REMOVE EXISTING BERM

OF SLOPE ELEVATION

EXISTING LEFT (NORTH) TOE

PP 3.dgn 3/3/2011 12:00:32 PM esorensen

217+25 217+50 217+75 218+00 218+25 218+50 218+75 219+00 219+25 219+50 219+75 220+00 220+25 220+50 220+75 221+00 221+25 221+50 221+75 222+00 222+25 222+50 222+75 223+00

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R C S

N a tu ra l R e so u rc e s

C o n se rv a ti o n S e rv ic e

U n it e d S ta te s

D e p a rt m e n t o f A g ri cu lt u re

-2

-7

-8

-4

-0

F ax -2

-5

O F

E S

R V

E S c

I n te rn at io n al L an e M ad is o n

W I

W eb A d d re ss w w w .m sa -p s.

co m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

218+00 219+00 220+00 221+00 222+00 223+00

CUT LIMITS

PROPOSED TOP OF BERM ELEVATION = 781.0

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PP 4

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

REMOVE EXISTING BERM

EXISTING TOP OF BERM ELEVATION

OF SLOPE ELEVATION

PP 4.dgn 3/3/2011 12:00:33 PM esorensen

223+00 223+25 223+50 223+75 224+00 224+25 224+50 224+75 225+00 225+25 225+50 225+75 226+00 226+25 226+50 226+75 227+00 227+25 227+50 227+75 228+00 228+25 228+50 228+75

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R C S

N a tu ra l R e so u rc e s

C o n se rv a ti o n S e rv ic e

U n it e d S ta te s

D e p a rt m e n t o f A g ri cu lt u re

-2

-7

-8

-4

-0

F ax -2

-5

O F

E S

R V

E S c

I n te rn at io n al L an e M ad is o n

W I

W eb A d d re ss w w w .m sa -p s.

co m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

223+00 224+00 225+00 226+00 227+00 228+00

CUT LIMITS

EXISTING TOP OF BERM ELEVATION

PROPOSED TOP OF BERM ELEVATION = 781.0

PROPOSED TOP OF BERM ELEVATION = 780.0

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PP 5

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

REMOVE EXISTING BERM

EXISTING TOP OF BERM ELEVATION

10H:1V

OF SLOPE ELEVATION

PP 5.dgn 3/3/2011 12:00:34 PM esorensen

228+50 228+75 229+00 229+25 229+50 229+75 230+00 230+25 230+50 230+75 231+00 231+25 231+50 231+75 232+00 232+25 232+50 232+75 233+00 233+25 233+50 233+75 234+00 234+25

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R C S

N a tu ra l R e so u rc e s

C o n se rv a ti o n S e rv ic e

U n it e d S ta te s

D e p a rt m e n t o f A g ri cu lt u re

-2

-7

-8

-4

-0

F ax -2

-5

O F

E S

R V

E S c

I n te rn at io n al L an e M ad is o n

W I

W eb A d d re ss w w w .m sa -p s.

co m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 402010

231+00

232+00

233+00

234+00

235+00

WRP EASEMENT

CUT LIMITS

PROPOSED TOP OF BERM ELEVATION = 780.0

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PP 6

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

EXISTING TOP OF BERM ELEVATION

REMOVE EXISTING BERM

TOE OF SLOPE ELEVATION

EXISTING LEFT (NORTH AND EAST)

PP 6.dgn 3/3/2011 12:00:35 PM esorensen

234+50 234+75 235+00 235+25 235+50 235+75 236+00 236+25 236+50 236+75 237+00 237+25 237+50 237+75 238+00 238+25 238+50 238+75 239+00 239+25 239+50 239+75 240+00 240+25

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

0 402010

780780

235+00 236+00

237+00 238+00

239+00

240+00

WRP EASEMENT

LIMITS

DEPOSIT

SPOIL

CUT LIMITS

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PROPOSED TOP OF BERM ELEVATION = 780.0

PP 7

P L

A N P

R O

E S

H E

E T

EXISTING TOP OF BERM ELEVATION

REMOVE EXISTING BERM

OF SLOPE ELEVATION

EXISTING LEFT (EAST) TOE

PP 7.dgn 3/3/2011 12:00:36 PM esorensen

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N

240+25 240+50 240+75 241+00 241+25 241+50 241+75 242+00 242+25 242+50 242+75 243+00 243+25 243+50 243+75 244+00 244+25 244+50 244+75 245+00 245+25 245+50 245+75 246+00

0 402010

783241+00

242+00

243+00 244+00

245+00 246+00

WRP EASEMENT

CUT LIMITS

E X

G T

O P O

F B

E R

P R

O P

O S

E D T

O P O

F B

E R

PP 8

P L

A N P

R O

E S

H E

E T

LIMITS

DEPOSIT

SPOIL

REMOVE EXISTING BERM

PROPOSED TOP OF BERM ELEVATION = 780.0

EXISTING TOP OF BERM ELEVATION E

D B

E R

M R

E M

O V

A L

S T

OF SLOPE ELEVATION

EXISTING LEFT (EAST) TOE

PP 8.dgn 3/3/2011 12:00:36 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

785 785

790 790

780 780

785 785

790 790

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 1

STA = 200+00

ORIGINAL EL =785.8

E a s e m e n t

STA = 201+00

ORIGINAL EL =785.1

E a s e m e n t

STA = 202+00

ORIGINAL EL =784.4

E a s e m e n t

STA = 203+00

ORIGINAL EL =784.0

DESIGN EL =781.00

781.00 -17.99

780.00

51.28 781.00

11.85

E a s e m e n t

STA = 204+00

ORIGINAL EL =782.9

DESIGN EL =781.00

781.00 -17.26

779.00 68.03

781.00 13.09

E a s e m e n t

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc001003.dgn 3/3/2011 12:00:37 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 2

STA = 205+00

ORIGINAL EL =784.1

DESIGN EL =781.00

781.00 -6.79

778.80 58.22

781.00 12.32

STA = 206+00

ORIGINAL EL =783.8

DESIGN EL =781.00

781.00 -13.51

779.00 56.12

781.00 10.22

STA = 207+00

ORIGINAL EL =783.1

DESIGN EL =781.00

781.00 -30.54

779.00 54.30

781.00 11.20

STA = 208+00

ORIGINAL EL =782.9

DESIGN EL =781.00

781.00 -18.81

779.00 57.68

781.00 11.58

STA = 209+00

ORIGINAL EL =783.3

DESIGN EL =781.00

781.00 -27.76

779.00 61.07

781.00 10.73

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc002003.dgn 3/3/2011 12:00:38 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 3

STA = 210+00

ORIGINAL EL =783.7

DESIGN EL =781.00

781.00 -14.11

779.00 62.35

781.00 10.11

STA = 211+00

ORIGINAL EL =783.9

DESIGN EL =780.00

780.00 -20.31

779.00

62.65 780.00

9.81

STA = 212+00

ORIGINAL EL =784.0

DESIGN EL =780.00

780.00 -26.07

779.00

62.87 780.00

9.51

STA = 213+00

ORIGINAL EL =784.0

DESIGN EL =780.00

780.00 -23.25

779.00

63.09 780.00

9.21

STA = 214+00

ORIGINAL EL =784.0

DESIGN EL =780.00

780.00 -17.20

779.00

63.31 780.00

8.91

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc003003.dgn 3/3/2011 12:00:39 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 4

STA = 215+00

ORIGINAL EL =784.0

DESIGN EL =780.00

780.00 -23.47

779.00

63.53 780.00

8.62

STA = 216+00

ORIGINAL EL =784.1

DESIGN EL =780.00

780.00 -13.12

779.00

64.58 780.00

9.13

STA = 217+00

ORIGINAL EL =784.4

DESIGN EL =781.00

781.00 -11.24

779.00 68.00

781.00 10.47 781.00 10.47 781.00 10.47 781.00 10.47 781.00 10.47

STA = 218+00

ORIGINAL EL =784.5

DESIGN EL =781.00

781.00 -13.25

779.00 71.00

781.00 12.27 781.00 12.27 781.00 12.27 781.00 12.27 781.00 12.27

STA = 219+00

ORIGINAL EL =784.3

DESIGN EL =781.00

781.00 -12.03

779.00 68.00

781.00 10.67 781.00 10.67 781.00 10.67 781.00 10.67 781.00 10.67

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc004003.dgn 3/3/2011 12:00:40 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 220+00

ORIGINAL EL =783.8

DESIGN EL =781.00

781.00 -8.45

781.00 10.56 781.00 10.56 781.00 10.56 781.00 10.56 781.00 10.56

STA = 221+00

ORIGINAL EL =783.4

DESIGN EL =781.00

781.01 -9.33

781.00 10.10 781.00 10.10 781.00 10.10 781.00 10.10 781.00 10.10

STA = 222+00

ORIGINAL EL =783.0

DESIGN EL =781.00

781.00 -9.02

781.00 9.62

STA = 223+00

ORIGINAL EL =783.2

DESIGN EL =781.00

781.00 -9.42

781.00 9.15

STA = 224+00

ORIGINAL EL =783.4

DESIGN EL =781.00

781.00 -9.39

781.00 8.73

C R

O S

S S

E C

N S

CS 5

71.00 779.00

75.00 779.00

79.00 779.00

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc005003.dgn 3/3/2011 12:00:40 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 6

STA = 225+00

ORIGINAL EL =783.5

DESIGN EL =780.00

780.00 -17.69

780.00 8.40

STA = 226+00

ORIGINAL EL =783.5

DESIGN EL =780.00

780.00 -19.64

780.00 8.07

STA = 227+00

ORIGINAL EL =783.5

DESIGN EL =780.00

780.00 -11.31

780.00 7.73

STA = 228+00

ORIGINAL EL =783.4

DESIGN EL =780.00

780.00 -12.14

780.00 7.40

STA = 229+00

ORIGINAL EL =782.9

DESIGN EL =780.00

780.00 -11.88

780.00 5.67

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc006003.dgn 3/3/2011 12:00:41 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 7

STA = 230+00

ORIGINAL EL =782.5

DESIGN EL =780.00

780.00 -9.31

780.00 6.11

STA = 231+00

ORIGINAL EL =783.1

DESIGN EL =780.00

780.00 -12.13

780.00 8.08

E a s e m e n t

STA = 232+00

ORIGINAL EL =783.3

DESIGN EL =780.00

780.00 -8.82

780.00 7.85

E a s e m e n t

STA = 233+00

ORIGINAL EL =783.0

DESIGN EL =780.00

780.01 -7.88

780.00 7.53

E a s e m e n t

STA = 234+00

ORIGINAL EL =783.2

DESIGN EL =780.00

780.01 -19.64

780.00 7.16

E a s e m e n t

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc007003.dgn 3/3/2011 12:00:42 PM esorensen

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

C R

O S

S S

E C

N S

CS 8

STA = 235+00

ORIGINAL EL =782.2

DESIGN EL =780.00

780.00 -4.01

780.00 6.78

E a s e m e n t

STA = 236+00

ORIGINAL EL =783.3

DESIGN EL =780.00

780.00 -5.80

780.00 6.32

E a s e m e n t

STA = 237+00

ORIGINAL EL =783.3

DESIGN EL =780.00

780.00 -6.31

779.40 77.00

780.00 5.36

E a s e m e n t

STA = 238+00

ORIGINAL EL =783.2

DESIGN EL =780.00

780.00 -6.69

779.30 66.00

780.00 4.71

E a s e m e n t

STA = 239+00

ORIGINAL EL =783.2

DESIGN EL =780.00

780.00 -6.91

779.20

58.50 780.00

4.45 780.00 4.45

780.00 4.45

E a s e m e n t

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc008003.dgn 3/3/2011 12:00:43 PM esorensen

O S

S S

E C

N S

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 240+00

ORIGINAL EL =783.3

DESIGN EL =780.00

780.00 -7.18

57.40 780.00 5.25

780.00 5.25

E a s e m e n t

STA = 241+00

ORIGINAL EL =783.3

DESIGN EL =780.00

780.00 -7.54

779.33

56.44 780.00

6.04 780.00 6.04

780.00 6.04

E a s e m e n t

STA = 242+00

ORIGINAL EL =783.4

DESIGN EL =780.00

780.00 -7.89

779.37

55.43 780.00

6.84 780.00 6.84

780.00 6.84

E a s e m e n t

STA = 243+00

ORIGINAL EL =783.4

DESIGN EL =780.00

780.00 -8.25

779.41

54.43 780.00

7.63 780.00 7.63

780.00 7.63

E a s e m e n t

STA = 244+00

ORIGINAL EL =783.6

DESIGN EL =780.00

780.00 -8.37

779.19

62.06 780.00

7.94

E a s e m e n t

STA = 245+00

ORIGINAL EL =783.8

E a s e m e n t

CS 9

779.00 58.00

779.33

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc009003.dgn 3/3/2011 12:00:44 PM esorensen

O S

S S

E C

N S

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 246+00

ORIGINAL EL =783.9

E a s e m e n t

STA = 247+00

ORIGINAL EL =784.1

E a s e m e n t

STA = 248+00

ORIGINAL EL =782.9

778.14 52.56E a s e m e n t

STA = 249+00

ORIGINAL EL =782.4

778.00 53.37E a s e m e n t

STA = 250+00

ORIGINAL EL =782.8

778.00 54.29E a s e m e n t

779.00 58.00

779.00 52.00

CS 10

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc010003.dgn 3/3/2011 12:00:45 PM esorensen

O S

S S

E C

N S

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 251+00

ORIGINAL EL =783.3

E a s e m e n t

STA = 253+00

ORIGINAL EL =783.8

E a s e m e n t

STA = 254+00

ORIGINAL EL =784.1

E a s e m e n t

STA = 255+00

ORIGINAL EL =784.3

E a s e m e n t

STA = 256+00

ORIGINAL EL =784.5

E a s e m e n t

STA = 257+00

ORIGINAL EL =784.6

E a s e m e n t

778.20 55.00

51.30 779.00

52.00 779.00

51.20 779.00

51.00 779.00

CS 11

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc011003.dgn 3/3/2011 12:00:45 PM esorensen

O S

S S

E C

N S

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 258+00

ORIGINAL EL =784.5

E a s e m e n t

STA = 259+00

ORIGINAL EL =784.5

E a s e m e n t

STA = 260+00

ORIGINAL EL =784.4

778.70 64.00

E a s e m e n t

STA = 261+00

ORIGINAL EL =784.1

63.00E a s e m e n t

STA = 262+00

ORIGINAL EL =783.9

778.80 62.00

E a s e m e n t

STA = 263+00

ORIGINAL EL =783.7

778.50 61.00E a s e m e n t

779.00 50.50

778.70

CS 12

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc012003.dgn 3/3/2011 12:00:46 PM esorensen

O S

S S

E C

N S

10.0

20.0

30.0

40.0

50.0

60.0

70.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

780 780

785 785

775 775

STA = 264+00

ORIGINAL EL =783.4

DESIGN EL =779.00

778.50 62.00E a s e m e n t

STA = 265+00

ORIGINAL EL =783.2

E a s e m e n t

STA = 266+00

ORIGINAL EL =778.5

E a s e m e n t

STA = 267+00

ORIGINAL EL =778.5

E a s e m e n t

STA = 268+00

ORIGINAL EL =779.8

E a s e m e n t

STA = 270+00

ORIGINAL EL =784.1

E a s e m e n t

778.50 62.00

CS 13

N O

D A

T E

R E

N B

Y D

R A

W N B

C H

E C

K E

D B

D A

T E

E S

R U

SHEET

FILE NO.

N R

C S

N a tu r a l

R e s o u r c e s C o n s e r v a ti o n S e r v ic e

U n it e d S ta te s D e p a r tm e n t o f

A g r ic u lt u r e

-2

-7

-8

-4

-0

F a x -2

-5

O F

E S

R V

E S c

I n te rn a ti o n a l L a d is o n

W I

W e b A d d re s s w w w .m s a -p s .c o m

4813003

J E

F F

E R

S O

N C

O U

N T

C O

N S

D R

O S

T W

R P S

C S R

E V

W C

O M

M E

E D C

O N

S T

R U

C T

N D

O C

U M

E N

T R

E V

W S

A L C

O N

S T

R U

C T

N D

O C

U M

E N rc013003.dgn 3/3/2011 12:00:47 PM esorensen

G 1

G 2

G 3

G 4

G 5

ST 1

ST 2

ST 3

ST 4

ST 5

ST 6

ST 7

PP 1

PP 2

PP 3

PP 4

PP 5

PP 6

PP 7

PP 8

rc001003

rc002003

rc003003

rc004003

rc005003

rc006003

rc007003

rc008003

rc009003

rc010003

rc011003

rc012003

rc013003

File details come from the government source that posted it. Updated Nov 14, 2017.