Plans - Drawings.pdf

PDF 9 MB Posted Apr 25, 2011

Attached to: B&B LC Wetland Restoration Program (WRP) Construction Project, Jefferson County, WI
Solicitation number: AG-5F48-S-11-0007
Issued by: Department of Agriculture National Resources Conservation Service

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Project Plans/Drawings

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File	Type	Posted
FBO Bid Results.xlsx	XLSX spreadsheet	May 16, 2011
Site Visit Participant List.docx	DOCX document	Apr 29, 2011
Price Schedule Section B.docx	DOCX document	Apr 25, 2011
Solicitation Offer and Award-Standard Form 1442 Section A.pdf	PDF	Apr 25, 2011
Solicitation Sections C through M.docx	DOCX document	Apr 25, 2011
WI19_dvb.mht	MHT file	Apr 25, 2011
Specifications.pdf	PDF	Apr 25, 2011

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CHRISTBERG ROAD

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G 2.dgn 4/1/2011 1:14:12 PM esorensen

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PI Sta = 405+46.94

PI Sta = 406+34.77

PI Sta = 407+30.48

PI Sta = 408+02.73

PI Sta = 408+61.25

PI Sta = 408+93.93

PI Sta = 409+61.82

PI Sta = 410+29.72

PI Sta = 411+21.48

EOP Sta = 411+48.11

401+00

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3"-6" WASHED ROCK

12" MIN. THICKNESS

NTS

50’ M

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30" IE = 793.030" IE = 793.0

ELEVATION = 798.4

EXISTING SITE ACCESS

TO DRAIN

EXCAVATE EXISTING DITCHTO DRAIN

EXCAVATE EXISTING DITCH

3:1 SLOPE

EXISTING GROUND

CONSTRUCTION NOTES

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

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

6 INCHES.

RESPREAD OVER THE DITCH PLUG AND WETLAND SCRAPE AREAS TO A MINIMUM DEPTH OF

WETLAND SCRAPE AREAS, AND STOCKPILED ON SITE FOR LATER USE. TOPSOIL SHALL BE

5.) OTHER VEGETATION AND TOPSOIL SHALL BE SCRAPED FROM THE DITCH PLUG AND

PLUG AREAS AND PILED ON SITE AS DESCRIBED ABOVE.

4.) BRUSH AND TREES SMALLER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE DITCH

EXCEED 4 FEET IN HEIGHT OR 400 SQUARE FEET IN AREA.

PILED ON SITE AT A LOCATION APPROVED BY THE COTR. THESE PILES SHALL NOT

NOT AVAILABLE WITHIN 400 FEET OF THE GRUBBING LOCATION, GRUBBED TREES MAY BE

BE PLACED PER 6,000 SQ. FT. OF SCRAPE AREA. IF AN ADJACENT SCRAPE AREA IS

AREAS AND PLACED WITHIN AN ADJACENT SCRAPE AREA. APPROXIMATELY TWO TREES SHALL

3.) TREES 6" IN DIAMETER AND LARGER SHALL BE GRUBBED WHOLE OUT OF THE DITCH PLUG

REMOVED FROM SITE. NO TILE SHALL BE LEFT UPON THE GROUND SURFACE.

OF THE SITE. ALL TILE SHALL BE DEPOSITED IN THE TRENCH PRIOR TO BACKFILLING OR

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

CONDUCTED TO A DEPTH OF 5’ OR AS DIRECTED BY THE COTR.

1.) THE TILE LOCATIONS SHOWN ON THE MAP ARE APPROXIMATE. TILE EXPLORATION SHALL BE

12’ M

INIM

LIMIT OF DISTURBANCE

VEHICLE TRACKING PAD

UNDISTURBED HARD SURFACE PUBLIC R

OAD

CROSS-SECTION OF CMP CULVERT

50 LF - 30" CMP CULVERT @ 0.00%

2.0% 2.0%

N.T.S.

16’

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G 4.dgn 4/1/2011 1:14:17 PM esorensen

G 5 or flatter on all sides

Vary side slopes 8:1

Existing Ground varying depth bottom &

Rough

0.5’ min. to 3’ max.

Depth =

Ditch Width

Depth Varies

Plug Length

5 feet Min.

Existing Ground

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8:1 or flatter side slopes

TYPICAL WETLAND SCRAPE CROSS SECTION

WETLAND SCRAPE PLAN VIEW

Water Level (Fluctuates) curvilinear in shape.

Perimeter will be

Note:

flatter

5:1 or flatter

3:1 or

TYPICAL CROSS SECTION A-A

DITCH PLUG PLAN VIEW

flow

Ditch

Line

6" Stripping

Ditch Plug Length

Cu. Yd.

0.5’

1.0’

0.8’

0.5’

400 1280

400 0.6’ 890

5000.6’3009

6800TOTAL

DITCH PLUG DETAIL

WETLAND SCRAPE/BORROW AREAS

Before topsoil is spread, the depth of fill and slopes must be checked by the COTR.4.

stockpiled.

Vegetation and brush shall be removed from the ditch plug location and topsoil stripped and 3.

Wisconsin Construction Specification 2, Excavation, and 3, Earthfil, will be followed. 2.

Ditch Plugs will be constructed at location and as flagged by the COTR. 1.

Notes:

a ditch plug.

7. Wetland scrapes shall be excavated no closer than 25 ft from the edge of

Spoil shall be disposed of within the ditch plug locations.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:

(see table for height)

Settled Elev.

existing ground height above

0.6’

0.8’

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

G 5.dgn 4/1/2011 1:14:18 PM esorensen

G 6

16’

10’

Surface

Ground

Existing

-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

TYPICAL SECTION OF DITCH AND BERM

3H:1V

Minimum

Slope Varies and Replacement

Topsoil Stripping

Minimum 6"

Sta. 168+54 to 188+00

Construct Ditch

DITCH C TYPICAL SECTION

Sta. 500+00 to Sta. 504+30

3 3

Existing Ditch

Existing Ditch left bank.

ditch. Blend into existing

Deepen and widen existing

WRP Easement

Sta. 178+67 to Sta. 188+00 B = 2’

Sta. 168+54 to Sta. 178+67 B = 4’

Off-Site On-Site

On-SiteOff-Site

Elevation Varies (See Sheets PP 3 - PP 4)

Construct Berm Sta. 168+54 to Sta. 178+00

See sheets PP 1 - PP 2

Sta. 504+30 to Sta. 508+50

See sheets PP 1 - PP 2

Sta. 508+50 to Sta. 510+70 and Replacement

Topsoil Stripping

Minimum 6"

Urban Type B

Class 1 control mat erosion

8’ Roll of

See Sheets PP 3 - PP 6

Proposed Ditch A and Berm A

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

G 6.dgn 4/1/2011 1:14:19 PM esorensen

793793

3 79

793 793

4 7

794 794

794794

795795

6 7

796796

796 796

797797

7 7

798798

8 7

798 7

798798

802802

809 810

821 822 823

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

V E

R A

L L S

E P

L A

ST 1

WRP EASEMENT

(TYP)

TILE REMOVAL

CULVERT PLACEMENT

CULVERT REMOVAL

ALIGNMENT A

ALIGNMENT B

DITCH A CONSTRUCTION

100-YR FLOOD PLAIN LIMITS

(TYP)

TILE REMOVAL

ALIGNMENT C

DITCH C CONSTRUCTION

ACCESS EASEMENT

WRP EASEMENT

WETLAND SCRAPE 1

WETLAND SCRAPE 2

WETLAND SCRAPE 3

WETLAND SCRAPE 4

WETLAND SCRAPE 5

WETLAND SCRAPE 6

WETLAND SCRAPE 7

BERM CONSTRUCTION

DITCH PLUG 1

DITCH PLUG 2

DITCH PLUG 3

DITCH PLUG 4

DITCH PLUG 5

DITCH PLUG 6

DITCH PLUG 7

DITCH PLUG 8

PLUG 9

DITCH

100 200 400

CHRISTBERG ROAD

M A

R S

H R

O A

ST 1.dgn 4/1/2011 1:14:21 PM esorensen

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R

G P

L A

ST 2

WRP EASEMENT

ALIGNMENT A

100-YR FLOOOD PLAIN LIMITS

650 LF

TILE EXPLORATION

50 ’ TYP.

TILE REMOVAL

TILE REMOVAL (TYP.)

TILE REMOVAL

30 60 120

WEST OF DITCH

EXISTING FIELD TILE

PRESERVE AND PROTECT

WEST OF DITCH

EXISTING FIELD TILE

PRESERVE AND PROTECT

ST 2.dgn 4/1/2011 1:14:23 PM esorensen

791 792

797 7

798 798

-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

A D

G P

L A

ST 3

ACCESS EASEMENT

WRP EASEMENT

ALIGNMENT B

300’

100-YR FLOOD PLAIN LIMITS

TO REMAIN IN PLACE

AND STRUCTURES

EXISTING PUMP

DITCH PLUG 2

DITCH PLUG 1

TRACKING PAD

INSTALL STONE

ALIGNMENT A

SEE SHEET G 4

I.E. = 793.0

INSTALL 50 LF - 30" CMP CULVERT

TILE REMOVAL

APPROX. 6700 SQ. FT.

WETLAND SCRAPE 1

APPROX. 10700 SQ. FT.

WETLAND SCRAPE 2

300’

TILE REMOVAL

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

30 60 120

MARSH ROAD

126+00

123+00

201+00

207+00

MARSH ROAD

Y P

A L

ST 3.dgn 4/1/2011 1:14:24 PM esorensen

-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

A D

G P

L A

ST 4

TILE REMOVAL

REMOVAL

TILE

ALIGNMENT A

100-YR FLOOD PLAIN LIMITS

DITCH PLUG 4

300’

WRP EASEMENT

DITCH PLUG 3

400 LF

TILE EXPLORATION

400 LF

TILE EXPLORATION

TILE REMOVAL

WETLAND SCRAPE 3

WETLAND SCRAPE 4

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

155+00 152+00

149+00 146+00

30 12060

140+00

143+00

150’ TYPICAL

APPROX. 5600 SQ. FT.

APPROX. 6100 SQ. FT.

ST 4.dgn 4/1/2011 1:14:26 PM esorensen

794794

7 7

8 7

-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

G P

L A

ST 5

TILE REMOVAL

50’ TYPICAL

TILE REMOVAL

EASEMENT

ACCESS

TILE REMOVAL

50’ TYPICAL

TILE REMOVAL

WRP EASEMENT100-YR FLOOD PLAIN LIMITS

100-YR FLOOD PLAIN LIMITS

(SEE SHEETS PP1 AND PP2)

PROPOSED DITCH C

STA 500+00 TO STA 510+70

(EXISTING DITCH)

ALIGNMENT B

800 LF

TILE EXPLORATION

WRP EASEMENT

50 LF

TILE EXPLORATION

TILE REMOVAL

100 LF

TILE EXPLORATION

WETLAND SCRAPE 6

AND WETLAND SCRAPE 5 (APPROX. 280 CU. YD.)

PROPOSED DITCH A (APPROX. 1000 CU. YD.)

USE SPOILS FROM

DITCH PLUG 5

WETLAND SCRAPE 5

(APPROX. 1340 CU. YD.)

PROPOSED DITCH C

USE SPOILS FROM

DITCH PLUG 7

AND WETLAND SCRAPE 6 (APPROX. 240 CU. YD.)

SPOILS FROM DITCH C (APPROX. 920 CU. YD.)

DITCH PLUG 6 USE

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

30‘ 60 120

+00

510+

231+00 234+00

400’

170+00

400’

214+00

223+

APPROX. 5000 SQ. FT.APPROX. 4300 SQ. FT.

ST 5.dgn 4/1/2011 1:14:27 PM esorensen

-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

A D

G P

L A

ST 6

TILE REMOVAL

WRP EASEMENT

ALIGNMENT B

100-YR FLOOD PLAIN LIMITS

400’

(SEE SHEETS PP 3THRU PP 6)

PROPOSED DITCH "A" AND BERM

STA. 168+38 TO STA. 187+96

50’ TYP.

TILE REMOVAL (TYP.)

300’

850 LF

TILE EXPLORATION

WETLAND SCRAPE 7

USE SPOILS FROM

DITCH PLUG 8

Y P

ALIGNMENT A

TILE REMOVAL

APPROX. 13000 SQ. FT.

WETLAND SCRAPE 7

(APPROX. 500 CU. YD.)

PROPOSED DITCH A

USE SPOILS FROM

DITCH PLUG 9

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

30 60 120

167+00

180+00182+00184+00186+00 189+00

ST 6.dgn 4/1/2011 1:14:28 PM esorensen

793793

3 79

793 793

4 7

794 794

794794

795795

6 7

796796

796 796

797797

7 7

798798

8 7

798 7

798798

802802

809 810

821 822 823

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

T O

R A

N P

L A

ST 7

WRP EASEMENT

100-YR FLOOD PLAIN LIMITS

APPROXIMATE LIMITS

DISTURBED AREA SEEDING

APPROXIMATE LIMITS

DISTURBED AREA SEEDING

APPROXIMATE LIMITS

DISTURBED AREA SEEDING

APPROXIMATE LIMITS

DISTURBED AREA SEEDING

APPROXIMATE LIMITS

DISTURBED AREA SEEDING

WRP EASEMENT

100 200 400

M A

R S

H R

O A

CHRISTBERG ROAD

ST 7.dgn 4/1/2011 1:14:30 PM esorensen

P I S ta

501+00

502+00

503+00

504+00

B O

P S ta

500+00 500+25 500+50 500+75 501+00 501+25 501+50 501+75 502+00 502+25 502+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

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

EXISTING DITCH FLOWLINE

EXISTING DITCH

WIDEN AND DEEPEN

STA 500+00 TO STA 504+30

N A

N D P

R O

E S

H E

E T D

C H C

PP 1

DITCH C FLOWLINE

WRP EASEMENT

EXISTING DITCH OPEN.

EASEMENT. LEAVE

CUT NEW DITCH INSIDE OF

STA 504+30 TO STA 508+50

BEGIN DITCH C

STA 500+00

PROPOSED DITCH FLOWLINE

DITCH FLOWLINE

EXISTING ADJACENT

EXISTING DITCH FLOWLINE

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

BEGIN DITCH C

STA 500+00

10 20 40

MATCHLIN

E S

TA 5

05+

0.09%

E X

G G

R O

U N

D E

L E

V A

P R

O P

O S

E D D

C H F

L O

W L

PP 1.dgn 4/1/2011 1:14:32 PM esorensen

801 8

P I S ta

E O

P S ta

506+00 507+00

508+00 509+00 510+00

505+75 506+00 506+25 506+50 506+75 507+00 507+25 507+50 507+75 508+00 508+25 508+50 508+75 509+00 509+25 509+50 509+75 510+00 510+25 510+50 510+75 511+00 511+25 511+50

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

WRP EASEMENT

DITCH C FLOWLINE

N A

N D P

R O

E S

H E

E T D

C H C

PP 2

EXISTING DITCH OPEN.

EXISTING EASEMENT. LEAVE

CUT NEW DITCH INSIDE OF

STA 504+30 TO STA 508+50

EXISTING DITCH FLOWLINE

DITCH FLOWLINE

EXISTING ADJACENT

END DITCH C

STA 510+70

EXISTING DITCH

WIDEN AND DEEPEN

STA 508+50 TO STA 510+70

EXISTING DITCH FLOWLINE

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

PROPOSED DITCH FLOWLINE

END DITCH C

STA. 510=70

10 20 40

0.09%

E X

G G

R O

U N

D E

L E

V A

P R

O P

O S

E D D

C H F

L O

W L

M A

T C

H L

E S

T A

PP 2.dgn 4/1/2011 1:14:33 PM esorensen

PI Sta = 167+98.92

P I S ta

PI Sta = 168+87.07

169+00 170+00

171+00 172+00

167+00 167+25 167+50 167+75 168+00 168+25 168+50 168+75 169+00 169+25 169+50 169+75 170+00 170+25 170+50 170+75 171+00 171+25 171+50 171+75 172+00 172+25 172+50 172+75

-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

WRP EASEMENT

EXISTING DITCH FLOWLINE

PROPOSED DITCH FLOWLINE

DITCH A FLOWLINE

N P

R O

E S

H E

E T D

C H A

PP 3

16’

STA 168+54 TO STA 178+00

PROPOSED TOP OF BERM

PROPOSED BERM

STA 168+50

BEGIN DITCH A

DITCH PLUG 5

BEGIN DITCH A

STA 168+50

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

10 20 40

0.25%

M A

T C

H L

E S

T A

P R

O P

O S

E D D

C H F

L O

W L

E X

G G

R O

U N

D S

U R

F A

PP 3.dgn 4/1/2011 1:14:35 PM esorensen

16’

N P

R O

E S

H E

E T D

C H A

PP 4

PROPOSED BERM

STA 178+00

END BERM

16’

STA 168+54 TO STA 178+00

PROPOSED TOP OF BERM

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

10 20 40

0.25%

10:1

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

E X

G G

R O

U N

D E

L E

V A

P R

O P

O S

E D D

C H F

L O

W L

173+00 174+00

175+00 176+00 177+00

178+00797

172+75 173+00 173+25 173+50 173+75 174+00 174+25 174+50 174+75 175+00 175+25 175+50 175+75 176+00 176+25 176+50 176+75 177+00 177+25 177+50 177+75 178+00 178+25 178+50

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

E D C

O N

S T

R U

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N D

O C

U M

E N

T R

E V

W S

E T

U E

D F

O R B

PP 4.dgn 4/1/2011 1:14:36 PM esorensen

N P

R O

E S

H E

E T D

C H A

PP 5

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

10 20 40

0.25%

M A

T C

H L

E S

T A

MATCHLINE STA 178+25

P I S ta

179+00

180+00 181+00 182+00

183+00 184+00

178+50 178+75 179+00 179+25 179+50 179+75 180+00 180+25 180+50 180+75 181+00 181+25 181+50 181+75 182+00 182+25 182+50 182+75 183+00 183+25 183+50 183+75 184+00 184+25

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

PP 5.dgn 4/1/2011 1:14:37 PM esorensen

N P

R O

E S

H E

E T D

C H A

PP 6

WRP EASEMENT

DITCH A FLOWLINE

DITCH PLUG 5

END DITCH A EXCAVATION

END DITCH A

STA 188+00

PROPOSED DITCH FLOWLINE

ALONG PROPOSED CENTERLINE

EXISTING GROUND ELEVATION

10 20 40

0.25%

M A

T C

H L

E S

T A

S T

E X

G G

R O

U N

D S

U R

F A

C E

P R

O P

O S

E D D

C H F

L O

W L

E O

P S ta

185+00 186+00

187+00 188+00 189+00

184+25 184+50 184+75 185+00 185+25 185+50 185+75 186+00 186+25 186+50 186+75 187+00 187+25 187+50 187+75 188+00 188+25 188+50 188+75 189+00 189+25 189+50 189+75 190+00

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

PP 6.dgn 4/1/2011 1:14:38 PM esorensen

CS 1

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

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

STA = 500+00

ORIGINAL EL =794.1

DESIGN EL =794.03

794.04 -5.02

794.17 5.42

STA = 501+00

ORIGINAL EL =796.2

DESIGN EL =794.12

794.98 -7.58

797.33 14.62

W R

P E

A S

E M

E N

STA = 502+00

ORIGINAL EL =796.3

DESIGN EL =794.21

795.38 -8.52

796.94 13.19W

R P E

A S

E M

E N

STA = 503+00

ORIGINAL EL =796.5

DESIGN EL =794.30

795.62 -8.97

796.97 13.02W

R P E

A S

E M

E N

STA = 504+00

ORIGINAL EL =797.0

DESIGN EL =794.39

795.11 -7.17

797.22 13.48

W R

P E

A S

E M

E N

STA = 504+30.68

ORIGINAL EL =797.2

DESIGN EL =794.42

795.21 -7.36

797.30 13.64

W R

P E

A S

E M

E N

C R

O S

S S

E C

N S D

C H C

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 1.dgn 4/1/2011 1:14:39 PM esorensen

CS 2

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

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

800 800

805 805

795 795

800 800

805 805

795 795

STA = 505+00

ORIGINAL EL =797.9

DESIGN EL =794.48

798.13 -15.94

797.67 14.56

W R

P E

A S

E M

E N

STA = 506+00

ORIGINAL EL =797.7

DESIGN EL =794.57

797.90 -15.00

797.57 13.98

W R

P E

A S

E M

E N

STA = 507+00

ORIGINAL EL =797.9

DESIGN EL =794.66

797.97 -14.93

797.68 14.06

W R

P E

A S

E M

E N

STA = 508+00

ORIGINAL EL =798.2

DESIGN EL =794.75

796.91 -11.46

798.08 14.97

W R

P E

A S

E M

E N

STA = 509+00

ORIGINAL EL =798.4

DESIGN EL =794.84

800.69 -22.55

799.46 18.85

W R

P E

A S

E M

E N

C R

O S

S S

E C

N S D

C H C

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 2.dgn 4/1/2011 1:14:40 PM esorensen

CS 3

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

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

STA = 509+64.69

ORIGINAL EL =796.7

DESIGN EL =794.90

798.00 -14.29

800.73 22.49

W R

P E

A S

E M

E N

STA = 510+00

ORIGINAL EL =796.3

DESIGN EL =794.93

798.00 -14.19

801.31 24.12

W R

P E

A S

E M

E N

STA = 510+43.98

ORIGINAL EL =796.0

DESIGN EL =794.97

798.14 -14.51

801.83 25.58

W R

P E

A S

E M

E N

STA = 510+70.10

ORIGINAL EL =795.4

DESIGN EL =795.00

796.06 -8.20

795.64 6.94

C R

O S

S S

E C

N S D

C H C

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 3.dgn 4/1/2011 1:14:41 PM esorensen

CS 4

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

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

795 795

800 800

790 790

800 800

805 805

795 795

800 800

805 805

795 795

STA = 168+38.38

ORIGINAL EL =794.8

W R

P E

A S

E M

E N

STA = 168+54.84

ORIGINAL EL =794.7

DESIGN EL =794.76

797.49 -41.24

794.94 2.52

STA = 168+87.07

ORIGINAL EL =797.0

DESIGN EL =794.84

797.25 -41.73

797.02 8.53

STA = 169+00

ORIGINAL EL =797.0

DESIGN EL =794.87

796.92 -48.79

797.00 8.37

STA = 170+00

ORIGINAL EL =797.0

DESIGN EL =795.12

796.96 -47.83

796.98

7.56 W

R P E

A S

E M

E N

STA = 171+00

ORIGINAL EL =797.6

DESIGN EL =795.37

797.29 -45.42

797.63 8.76

W R

P E

A S

E M

E N

C R

O S

S S

E C

N S D

C H A

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 4.dgn 4/1/2011 1:14:42 PM esorensen

CS 5

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

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

STA = 172+00

ORIGINAL EL =799.0

DESIGN EL =795.62

798.00 -41.13

799.59 13.91

W R

P E

A S

E M

E N

STA = 173+00

ORIGINAL EL =799.2

DESIGN EL =795.87

798.40 -38.38

800.04 14.50

W R

P E

A S

E M

E N

STA = 174+00

ORIGINAL EL =798.0

DESIGN EL =796.12

797.63 -41.51 798.18

8.18

W R

P E

A S

E M

E N

STA = 175+00

ORIGINAL EL =798.9

DESIGN EL =796.37

798.09 -46.45 799.07

10.10

W R

P E

A S

E M

E N

STA = 176+00

ORIGINAL EL =800.6

DESIGN EL =796.62

799.04 -48.96

800.73

14.33 W

R P E

A S

E M

E N

C R

O S

S S

E C

N S D

C H A

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 5.dgn 4/1/2011 1:14:43 PM esorensen

CS 6

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

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

STA = 177+00

ORIGINAL EL =801.0

DESIGN EL =796.87

800.35 -41.63 801.18

14.95 W

P E

A S

E M

E N

STA = 178+00

ORIGINAL EL =801.1

DESIGN EL =797.12

801.09 -37.19 801.98

16.57

W R

P E

A S

E M

E N

STA = 178+66.73

ORIGINAL EL =801.7

DESIGN EL =797.28

801.27 -25.93

803.16

18.95 W

R P E

A S

E M

E N

STA = 179+00

ORIGINAL EL =801.2

DESIGN EL =797.37

801.21 -12.53

801.28

12.73 W

R P E

A S

E M

E N

STA = 180+00

ORIGINAL EL =801.2

DESIGN EL =797.62

801.08 -11.38

801.35 12.20

W R

P E

A S

E M

E N

STA = 181+00

ORIGINAL EL =802.5

DESIGN EL =797.87

802.32 -14.37

802.51

14.94 W

R P E

A S

E M

E N

C R

O S

S S

E C

N S D

C H A

-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

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

J E

F F

E R

S O

N C

O U

N T

W I

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

4813003

J T

B B L

W R

P S

R C

S C

O M

M E

N T S

E S

E V

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

E T

U E

D F

O R B

CS 6.dgn 4/1/2011 1:14:44 PM esorensen

CS 7

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

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

800 800

805 805

795 795

STA = 182+00

ORIGINAL EL =802.6

DESIGN EL =798.11

802.65 -14.60

802.63

14.54 W

R P E

A S

E M

E N

STA = 183+00

ORIGINAL EL =803.0

DESIGN EL =798.36

803.04 -15.04

803.30

15.80 W

R P E

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STA = 184+00

ORIGINAL EL =803.0

DESIGN EL =798.61

802.95 -14.00

802.96

14.05 W

R P E

A S

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STA = 185+00

ORIGINAL EL =803.0

DESIGN EL =798.86

803.01 -13.44

802.92 13.18

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STA = 186+00

ORIGINAL EL =802.6

DESIGN EL =799.11

802.69 -11.72

802.56

11.36 W

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STA = 187+00

ORIGINAL EL =802.2

DESIGN EL =799.36

802.28 -9.77

802.15 9.38

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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

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CS 7.dgn 4/1/2011 1:14:45 PM esorensen

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0.01 Work Restrictions and Provisions

GENERAL

APPLICABLE PUBLICATIONS

The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the reference thereto.

Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways, current edition. (available online at 1TUhttp://mutcd.fhwa.dot.gov/U1T)

USDA – NRCS Wisconsin Section IV Technical Guide – Wisconsin Construction Specifications. (Available online at 1TUhttp://www.wi.nrcs.usda.gov/technical/U1T)

PRODUCTS AND MATERIALS (N/A)

CONSTRUCTION METHODS

EXAMINATIONS

Contractor shall obtain complete data at the site and inspect surfaces that are to receive the work before proceeding with assembling, fitting or erecting his work under this contract. The Contractor shall notify the Contracting Officer (CO) in writi...

Information pertaining to existing conditions that appear on the drawings is based on available records. While such data has been collected with reasonable care, there is no expressed or implied guarantee that conditions so indicated are entirely rep...

The Contractor shall become acquainted with the location of underground service, utilities, structures, etc., which may be encountered or be affected by the Contractor’s work, and shall be responsible for any damage caused by neglect to provide proper...

UUtility Locations.U Contractor shall be responsible for locating and verifying all utilities on the project and also all relocations where necessary. Typically the utilities require the request for locate be made a minimum of three working days bef...

Contractor shall verify grades, lines, levels, locations, and dimensions as shown on drawings and report any errors or inconsistencies to the Contracting Officer’s Technical Representative (COTR) before commencing work. Starting of work by the Contra...

STORAGE AND HANDLING

Contractor or the Contractor’s authorized representative must be present to accept delivery of all equipment and material shipments.

No material or equipment shall be removed from the construction site without the approval of the CO.

Contractor shall confine all operations, equipment, apparatus, and storage of materials to the immediate area of work to the greatest possible extent. Contractor shall ascertain, observe, and comply with all rules and regulations in effect on the pro...

The storage of materials on the site shall be in the staging area.

All materials affected by moisture shall be stored on platforms and protected from the weather in accordance with manufacturer recommendations.

Should it be necessary at any time to move material storage platforms, the Contractors shall move same at the Contractor’s expense.

Areas used for storage of materials shall be repaired and restored by the Contractor.

The Contractor shall assume full responsibility for damage due to the storage of materials.

During the construction of this project, materials, storage areas, and earth stockpiles shall be located so as not to interfere with the installation of the utilities nor cause damage to existing structures or utilities.

WORK RESTRICTIONS AND PROVISIONS

UNotification.U The Contractor shall notify the COTR 24 hours in advance of beginning work. Notice must also be given to the COTR for each subsequent day the Contractor will be working.

Removal and replacement of work applied to defective surfaces, in order to correct defects, shall be done at the expense of the Contractor who applied work to defective surfaces.

UAccess to Work.U Representatives of the Natural Resources Conservation Service (NRCS) shall have access to the work and on-site records at all times.

UProject Log.U A project log shall be maintained showing daily progress of work. The Contracting Officer and COTR shall have access to this logbook and the project schedule at all times.

Existing pipes, electrical work, and all other utilities encountered, which may interfere with new work, shall be rerouted, capped, cut off, or replaced by the Contractor.

UDust and Noise.U Contractor shall make an effort to keep dust and noise to a minimum during construction. The dispersion of dust from construction related activities shall, until acceptance of work, be minimized by the application of water.

Contractor shall confine equipment, apparatus, storage of materials and operations to the staging area and shall not bring material onto the site until they are needed for the progress of the work.

UCleaning.U Contractor shall be responsible for all cleaning required within the technical sections of the specifications governing work under the Contractor’s jurisdiction as well as for keeping all work areas, passageways, and all other areas of th...

Remove rubbish, debris, and scrap promptly upon its accumulation and in no event later than the end of each week.

Combustible waste shall be removed immediately or stored in fire resistive containers until disposed of in an approved manner.

Spillage of oil, grease, or other liquids which could cause a slippery or otherwise hazardous situation or stain a finished surface, shall be cleaned up immediately.

Dust, dirt, and other foreign matter shall be removed completely from all internal surfaces of all mechanical and electrical units, cabinets, ducts, pipes, etc.

Dirt, soil, fingerprints, stains and the like, shall be completely removed from all exposed finished surfaces.

If rubbish and debris is not removed, or surfaces cleaned as specified above, NRCS reserves the right to have said work done by others and the related cost(s) will be deducted from monies due the Contractor.

UDisposal of Demolished Materials.U Remove from the site all debris, rubbish, and other materials resulting from demolition operations. Storage of removed materials will not be permitted on the site. If burning is allowed, the Contractor shall obta...

OPERATION AND PROTECTION

UTraffic Control.U The Contractor shall meet the requirements for traffic control in accordance with the Manual on Uniform Traffic Control Devices.

All structures and equipment shall be constructed, installed, and operated with guards, controls, and other devices in place.

UConstruction Staking.U The NRCS will supply all line and grade staking necessary for construction. The Contractor shall be responsible for replacement of any stakes negligently disturbed.

The Contractor shall provide protection as follows:

UProtection.U The Contractor shall provide and maintain proper barricades, fences, signal lights, or watchmen to properly protect the work, persons, animal and property against injury. The cost of protection shall be incidental to the contract and n...

Provide, erect, and maintain all required barricades, guard rails, temporary walkways, etc., of sufficient size and strength necessary for protection of stored material and equipment; adjacent to or within project area; adjoining property and the buil...

Provide and maintain proper shoring and bracing for existing underground utilities encountered during excavation work, to protect them from collapse or other type of damage until such time as they are to be removed, incorporated into the new work, or ...

Provide protection against rain, snow, wind, ice, storms or heat so as to maintain all work, materials, apparatus, and fixtures, incorporated in the work or stored on the site, free from injury or damage. At the end of the day’s work, cover all new w...

Protect the building and foundations from damage at all times from rain and groundwater. Provide all equipment and enclosures as necessary to provide this protection.

Protect materials, work, and equipment, not normally covered by above protection, until construction proceeds to a point where the general building protection of the area where located, dispenses with the necessity therefore. Protect work outside of ...

Take any and all necessary precautions to protect the site as well as adjacent property, including trees, shrubs, buildings, sanitary sewers, water piping, gas piping, electric conduit or cable, etc., from any and all damage which may result due to wo...

Repair work outside of property line in accordance with the requirements of the authority having jurisdiction.

Repair any work damaged by failure to provide proper and adequate protection to its original state.

UTree Protection.U Trees shall be protected from damage and scarring. Do not injure trunks, branches, or roots of trees that are to remain. No trees shall be removed without the approval of the COTR. Tree branches in the way of construction operat...

All survey monuments, property stakes, etc., which are encountered during the construction are to be preserved and undisturbed. The COTR shall be notified of all such items immediately upon discovery. Failure to preserve such monuments will not be a...

0.02 Special Procedures

0.03 Seeding

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1_Clearing

2_Excavation

3_Earthfill

6_CMP

7_Mobilization

26_Topsoil

Estimate

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Construction Inspection Plan

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