W912EQ21R0013 - PLANS.pdf

PDF 44 MB Posted Jun 22, 2021

Attached to: Below Kennett Seepage Remediation Phase 1
Solicitation number: W912EQ-21-R-0013
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity issued by the Department of the Army Corps of Engineers Engineering District Memphis. The solicitation number is W912EQ-21-R-0013 and seeks proposals for the Below Kennett Seepage Remediation Phase 1 project. The opportunity type is listed as a solicitation. The project involves remediation work related to seepage issues at the Below Kennett site. Proposals are due based on the standard response timeline and process for a federal solicitation of this type issued by the Corps of Engineers. Relevant services, response dates, and other procurement details would be contained in the associated solicitation document referenced as PLANS.pdf.

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Other files

File	Type	Posted
W912EQ21R0013 - AMENDMENT 0001.pdf	PDF	Jul 12, 2021
W912EQ21R0013 SOLICITATION.pdf	PDF	Jun 22, 2021
W912EQ21R0013 - SPECIFICATIONS.pdf	PDF	Jun 22, 2021

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

MEMPHIS DISTRICT

W912EQ-21-R-0013

W912EQ-21-C-XXXX

JUNE 2021

ST. FRANCIS RIVER

LEFT BANK SEEPAGE REMEDIATION, PHASE I

DUNKLIN CO., MO

DRAINAGE DISTRICT 48

G-001

C O

S H

D .S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

MEMPHIS DISTRICT BOUNDARY

VICINITY MAP

N N

2E Q

-2 1-

R -0

C R

O N

D B

C O

N O

Q -2

1- C

-X

X C

B Y:

D R

B Y:

E D

N E

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

PROJECT LOCATION

SHEET LIST TABLE

SHEET NO. TITLE

G-001 COVER SHEET

G-002 LEGEND, NOTES, ETC.

G-003 BENCHMARK TABLE

G-004 ALIGNMENT AND LAYOUT TABLES

G-005 DITCH CENTERLINE ALIGNMENT TABLES

G-006 ROAD-RAMP CENTERLINE ALIGNMENT TABLES

B-001 BORING LEGEND

B-002 BORING LOGS

B-003 BORING LOGS

B-004 BORING LOGS

B-005 BORING LOGS

B-006 BORING LOGS

B-007 BORING LOGS

B-008 BORING LOGS

B-009 BORING LOGS

CD-100 OVERALL RELOCATION & DEMOLITION LAYOUT PLAN

CD-101 RELOCATION & DEMOLITION PLAN

CD-102 RELOCATION & DEMOLITION PLAN

CD-103 RELOCATION & DEMOLITION PLAN

CD-104 RELOCATION & DEMOLITION PLAN

CD-105 RELOCATION & DEMOLITION PLAN

CD-106 RELOCATION & DEMOLITION PLAN

CD-107 RELOCATION & DEMOLITION PLAN

CD-108 RELOCATION & DEMOLITION PLAN

CD-109 RELOCATION & DEMOLITION PLAN

C-001 LIMITS OF CONSTRUCTION

C-002 LIMITS OF CONSTRUCTION LAYOUT

C-003 LIMITS OF CONSTRUCTION LAYOUT

C-004 LIMITS OF CONSTRUCTION LAYOUT

C-005 LIMITS OF CONSTRUCTION SEGMENT DATA TABLE

C-006 BORROW PIT PLAN

C-100 OVERALL BERM LAYOUT

C-101 BERM PLAN AND PROFILE

C-102 BERM PLAN AND PROFILE

C-103 BERM PLAN AND PROFILE

C-104 BERM PLAN AND PROFILE

C-105 BERM PLAN AND PROFILE

C-106 BERM PLAN AND PROFILE

C-107 BERM PLAN AND PROFILE

C-108 BERM PLAN AND PROFILE

C-109 BERM PLAN AND PROFILE

C-110 BERM PLAN AND PROFILE

C-120 OVERALL DITCH PLAN

C-121 DITCH 4 PLAN & PROFILE

C-122 DITCH 4 PLAN & PROFILE

C-123 DITCH 4 PLAN & PROFILE

C-124 DITCH 5 PLAN & PROFILE

C-125 DITCH 5 PLAN & PROFILE

C-126 DITCH 5 PLAN & PROFILE

C-127 DITCH 5 PLAN & PROFILE

C-128 DITCH 6A PLAN & PROFILE

C-129 DITCH 6A PLAN & PROFILE

C-130 DITCH 6B PLAN & PROFILE

SHEET LIST TABLE

SHEET NO. TITLE

C-131 DITCH 7 PLAN & PROFILE

C-132 DITCH 7 PLAN & PROFILE

C-133 DITCH 8A PLAN & PROFILE

C-134 DITCH 8A PLAN & PROFILE

C-135 DITCH 8B PLAN & PROFILE

C-154 RAMP 2 PLAN & PROFILE

C-155 RAMP 2 PLAN & PROFILE

C-156 RAMP 2 PLAN & PROFILE

C-157 RAMP 2A PLAN & PROFILE

C-160 FIELD 1 - REGRADING

C-161 FIELD 2 - REGRADING

C-162 FIELD 3 - REGRADING

C-163 FIELD 4 - REGRADING

C-164 FIELDS 5 & 6 - REGRADING

C-165 FIELD 7 - REGRADING

C-300 TYPICAL SECTION

C-301 CROSS SECTIONS

C-302 CROSS SECTIONS

C-303 CROSS SECTIONS

C-304 CROSS SECTIONS

C-305 CROSS SECTIONS

C-306 CROSS SECTIONS

C-307 CROSS SECTIONS

C-308 CROSS SECTIONS

C-309 CROSS SECTIONS

C-310 CROSS SECTIONS

C-311 CROSS SECTIONS

C-312 CROSS SECTIONS

C-313 CROSS SECTIONS

C-314 CROSS SECTIONS

C-315 CROSS SECTIONS

C-316 CROSS SECTIONS

C-317 CROSS SECTIONS

C-400 DITCH 4 - CULVERT ENLARGEMENTS

C-401 DITCH 4 & 5 - CULVERT ENLARGEMENTS

C-402 DITCH 5 & 6A - CULVERT ENLARGEMENTS

C-403 DITCH 5 - CULVERT ENLARGEMENTS

C-404 DITCH 5 & 6A & 7 - CULVERT ENLARGEMENTS

C-405 DITCH 7 - CULVERT ENLARGEMENTS

C-406 DITCH 8A & 8B - CULVERT ENLARGEMENTS

C-500 DETAILS

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

C-505 MODOT DETAILS

C-506 MODOT DETAILS

C-600 TRAFFIC CONTROL PLAN

C-601 TRAFFIC CONTROL PLAN

C-602 TRAFFIC CONTROL PLAN

X-100 ST. FRANCIS RIVER HYDROGRAPH

APPROVED BY:

THIS PROJECT WAS DESIGNED BY THE

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER

1110-1-8152. SIGNATURES INDICATE

OFFICIAL RECOMMENDATION OF ALL

DRAWINGS IN THIS SET.

CHIEF ENGR & CONST DIVISION

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50 MILES

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GENERAL CROSS-REFERENCING SYMBOLS

GENERAL LEGEND

GENERAL NOTES:

1. HORIZONTAL DATA WAS COMPUTED USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND UNIVERSAL TRANSVERSE MERCATOR ZONE 15N IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88 IN U.S. SURVEY FEET. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR; COMBINED GRID FACTOR = 1.000402

2. DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE DIRECTED BY THE CONTRACTING

OFFICER, PLANS OR SPECIFICATIONS.

3. DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 2010 SURVEY JMA1000801 AND 2017 SURVEY JMA1603301. ADDITIONAL DATA HAS BEEN SUPPLEMENTED BY USACE IN-HOUSE SURVEYING. EXISTING CONTOURS SHOWN ON SHEETS MAY NOT REFLECT SITE

CONDITIONS AT TIME OF CONSTRUCTION.

4. ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO DETERMINE OR ANTICIPATE

SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

5. BE ADVISED THAT STATIONING BASED ON LEVEE MILE MARKERS INDICATED BY "MX/XX+XX", MAY HAVE MORE OR LESS THAN 5280

FEET PER MILE.

6. UTILITY INFORMATION ON THE PROJECT DRAWINGS WAS COMPILED FROM AVAILABLE DATA AND THE LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION, THE ACTUAL DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND DEPTH OF THE UNDERGROUND UTILITIES.

ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES MUST BE PROTECTED FROM DAMAGE BY CONSTRUCTION EQUIPMENT AND OPERATIONS. EXCAVATION WILL NOT BE ALLOWED PRIOR TO UTILITY POTHOLING WITHIN THE LIMITS OF CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. AT LEAST 10 DAYS BEFORE BEGINNING WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE "CALL BEFORE YOU DIG" NUMBER LISTED IN THE SPECIFICATIONS.

8. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR

INJURY TO THE CONTRACTOR'S EMPLOYEES OR OTHERS.

9. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES WITH REGARD TO WORKING OVER, UNDER, OR AROUND EXISTING FACILITIES AND TO OBTAIN INFORMATION REGARDING RESTRICTIONS THAT ARE REQUIRED TO PREVENT

DAMAGE TO THE FACILITIES.

10. THE CONTRACTOR MUST COMPLY WITH CORPS OF ENGINEERS SAFETY & HEALTH MANUAL (EM 385-1-1).

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS THAT ARE APPLICABLE TO THE WORK ASSOCIATED WITH THIS CONSTRUCTION PROJECT.

12. GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS OTHERWISE NOTED. ALL GATES AND FENCES DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. APPROVAL FROM THE CONTRACTING OFFICER IS REQUIRED

BEFORE ANY GATES OR FENCES ARE TO BE DISTURBED.

13. THE CONTRACTOR MUST PROVIDE TEMPORARY FENCING, GATES, OR BARRIERS WHENEVER EXISTING FENCING, GATES, OR BARRIERS ARE REMOVED BY THE END OF EACH WORK DAY ON WHICH FENCE REMOVAL OCCURS. GATES AND FENCES AT ALL ACCESS

LOCATIONS SHALL BE PROTECTED AND LOCKED DURING NON-WORK HOURS.

14. HAUL ROUTES TO TRANSPORT BORROW MATERIAL TO THE CONSTRUCTION AREA SHALL BE PROPOSED BY THE CONTRACTOR AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO USE.

15. A SILT FENCE OR OTHER APPROVED TEMPORARY EROSION CONTROL MEASURE MUST BE INSTALLED AS REQUIRED BY THE STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY THE CONTRACTOR.

16. EARTHEN MATERIAL FOR BACKFILL MUST BE FROM SOURCES PROVIDED BY THE CONTRACT DRAWINGS UNLESS OTHERWISE NOTED.

17. MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH DENUDED OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITH 14 DAYS OF EITHER CONSTRUCTION ACTIVITY COMPLETION OR A TEMPORARY CEASE LONGER OF 21 DAYS. CONTRACTOR MAY USE A ROLLER TO PRESS STRAW OR MULCH INTO THE EXISTING GROUND IN ORDER TO

MINIMIZE DAMAGE OR REMOVAL BY WIND OR WATER.

18. FIELD ADJUSTMENTS OF EROSION CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER PLACEMENT AND

FUNCTION.

19. UPON CONSTRUCTION COMPLETION AND PRIOR TO FINAL ACCEPTANCE, REMOVE ALL EROSION CONTROL FEATURES.

20. THE PROJECT SCHEDULE AND WORK PLAN MUST BE APPROVED BY THE CONTRACTING OFFICER, PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION.

21. TIME OF WORK PERFORMED BY THE CONTRACTOR MUST BE IN CONFORMANCE WITH THE HOURS IDENTIFIED IN THE SPECIFICATIONS.

22. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGGERS, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS MUST COMPLY WITH THE WORK AREA AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). THE CONTRACTOR IS TO PROVIDE TO THE COUNTY TRAFFIC ENGINEERS FOR REVIEW, A PLAN SHOWING TRAFFIC CONTROL MEASURES AND/OR DETOURS FOR VEHICLES AFFECTED BY THE CONSTRUCTION WORK. THE APPROVED PLAN MUST BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR TO THE IMPLEMENTATION OF TRAFFIC CONTROL MEASURES. PUBLIC CONVENIENCE, PUBLIC SAFETY AND TRAFFIC CONTROL MUST BE PROVIDED IN ACCORDANCE WITH MISSOURI CONSTRUCTION SPECIFICATIONS AND AS DIRECTED BY THE CONTRACTING OFFICER.

SAFE VEHICULAR AND PEDESTRIAN ACCESS MUST BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.

23. THE CONTRACTOR MUST MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL

NEW DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.

24. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION MUST BE REPLACED AT THE

CONTRACTORS EXPENSE.

25. CONTRACTOR SHALL PERFORM ASBESTOS TESTING ON ALL HOUSES, TRAILERS, STRUCTURES, ETC. PRIOR TO PERFORMING DEMOLITION ACTIVITIES. IF ASBESTOS TESTING IS POSITIVE THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IMMEDIATELY AND PROVIDE A REMEDIATION PLAN FOR THE APPROPRIATE DEMOLITION OF THE STRUCTURE(S) FOLLOWING ALL

LOCAL, STATE, AND FEDERAL LAWS AND GUIDELINES.

26. SEE SPECIFICATION 01 11 00 FOR ORDER OF WORK.

A DETAIL/SECTION

SUPPLEMENTAL INFORMATION

SCALE:

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

2 DETAIL/SECTION

SCALE:

SECTION/DETAIL TITLE ON

DIFFERENT DRAWING

(CENTERED UNDER

SECTION/DETAIL)

99/999

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

TOP FRONT SIDE

ELEVATION A SECTION

SCALE:

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

99/999A

A 2 99/999

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

E E

X X

CONTROL POINT

IRON ROD

PI POINT

BORING LOCATION

PIEZOMETER

EXISTING RELIEF WELL

EXISTING TREE

ELECTRIC POLE

GUY WIRE

OVERHEAD POWER

FENCE

VEGETATION LIMITS

DITCH FLOWLINE

EXIST. CONTOUR MINOR

EXIST. CONTOUR MAJOR

EXIST. STORM CULVERT

RIGHT OF WAY

BASELINE

LEVEE CENTERLINE

COMMUNICATION LINE

CONSTRUCTION LIMIT

CONSTRUCTION EASEMENT

DITCH BOTTOM

DRAIN - STORM

PROPERTY LINE

WATER LINE

TELEPHONE LINE

NATURAL GAS PIPE

SANITARY WASTE LINE

RIPRAP - PLAN VIEW

SANITARY SEWER

SHEET PILE

R/W

PROPOSED RELIEF WELL

PROP. CONTOUR MINOR

PROP. CONTOUR MAJOR

SILT FENCE

RIPRAP

FILL (CROSS SECTION)

CUT (CROSS SECTION)

SIGN

COMM

C/E

GAS

SAN

G-002

, N O

S, E

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

D1 VICINITY MAP

SCALE: 1"=3000'

PROJECT LOCATION

0 6000'3000'

G-003

C H

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

TABULATION OF BENCHMARKS: VERTICAL CONTROL

LEFT BANK SEEPAGE REMEDIATION, PHASE I

BENCHMARKS ELEVATION DESCRIPTION

GPS MD-6 2001 271.96

N: 13171331.30 E: 2485062.28 TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 90 AND STATE ROAD 139 AT HOLLY ISLAND, AR, GO EAST ALONG HIGHWAY 90 FOR 2.7 MILES TO THE RIGHT BANK LEVEE OF THE ST. FRANCIS RIVER, THEN TURN LEFT AND GO NORTH ALONG THE LEVEE FOR 0.3 MILES TO LMP 20/21 AND THE MARK ON THE LEFT. THE MARK IS 2 FEET SOUTH OF LEVEE MILE POST 20/21, 11 FEET WEST OF THE CENTERLINE OF THE

LEVEE AND 1.0 FEET BELOW GROUND SURFACE.

P-7-1-97 272.69

N: 13175469.35 E: 2491809.26 TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 84 AND STATE ROAD E IN KENNETT, MO, TRAVEL WEST ON HIGHWAY 84 FOR 1.8 MILES. TURN RIGHT ONTO COUNTY ROAD 401 AND CONTINUE NORTH FOR 1.0 MILES. TURN LEFT ONTO COUNTY ROAD 438 AND CONTINUE FOR 0.4 MILES TO LEVEE ROAD.

TURN RIGHT ONTO GRAVEL LEVEE ROAD AND CONTINUE FOR 0.2 MILES. THE MARK IS LOCATED 12 FEET EAST FROM THE CENTER OF LEVEE ON THE LAND SIDE CROWN. THE MARK IS A TYPE F DISK STAMPED "P-7-1-97".

DIM0700804 2007 270.73

N: 13169421.28 E: 2489181.39 THE MARK IS LOCATED IN DUNKLIN COUNTY, MO APPROXIMATELY 2.7 MILES WEST OF THE WEST EDGE OF KENNETT, MO, LOCATED ALONG THE EAST SIDE OF THE ST. FRANCIS WILDLIFE MANAGEMENT AREA. TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 25 AND HIGHWAY 412 IN KENNETT, MO, GO WEST ON HIGHWAY 412 FOR APPROXIMATELY 0.2 MILES, THEN STAY STRAIGHT (WEST) ON HIGHWAY 84 FOR ANOTHER 4.7 MILES TO THE MARK ON THE RIGHT. THE MARK IS LOCATED APPROXIMATELY 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND APPROXIMATELY 25 FEET WEST OF THE CENTERLINE OF THE LEVEE. THE MARK IS A STANDARD MEMPHIS CORPS ALUMINUM DISK STAMPED “GPS DIM0700804 2007”.

JMA1603301 2018 258.06

N: 13172100.42 E: 2493768.34 THE MONUMENT IS LOCATED 2.2 MILES WEST OF KENNETT, MO. TO REACH THE MARK FROM KENNETT, HEAD WEST ON HIGHWAY 84 FOR 1.7 MILES, TURN NORTH ONTO COUNTY ROAD 401 AND CONTINUE NORTH FOR 0.2 MILES. THE MARK IS LOCATED 49 FEET EAST OF CENTER OF COUNTY ROAD 401 IN A CULTIVATED FIELD. 75 FEET SOUTH OF A DRAINAGE DITCH. THE MONUMENT IS A STANDARD TYPE F DISK.

THE DISK IS SET 1 FOOT BELOW GROUND SURFACE AND STAMPED, "JMA1603301 2018".

JMA1603302 2018 261.31

N: 13169544.34 E: 2497404.10 THE MONUMENT IS LOCATED APPROXIMATELY 1 MILE WEST OF KENNETT, MO. TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 84 AND STATE ROAD O, IN KENNETT, HEAD WEST ON HIGHWAY 84 FOR 1 MILE. THE MARK IS 39 FEET SOUTH OF THE CENTER OF HIGHWAY 84. THE MARK IS A STANDARD TYPE F DISK SET 1 FOOT BELOW THE SURFACE OF THE GROUND. THE DISK IS STAMPED" JMA1603302 2018".

JMA1603303 2018 256.81

N: 13161436.16 E: 2490497.69 TO REACH THE MONUMENT FROM THE INTERSECTION OF HIGHWAY 412 AND HIGHWAY A, CONTINUE WEST ON HIGHWAY A FOR 1.7 MILES TO THE INTERSECTION OF COUNTY ROAD 543 AND COUNTY ROAD 506.

CONTINUE WEST ON COUNTY ROAD 506 FOR 0.5 MILES. THE MARK IS LOCATED 23 FEET NORTH FROM THE CENTER OF COUNTY ROAD 506. THE MARK IS A STANDARD TYPE F DISK SET 1 FOOT BELOW THE GROUND

SURFACE. THE DISK IS STAMPED "JMA1603303 2018".

JMA1603304 2018 257.14

N: 13158500.40 E: 2483545.82 TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 412 AND STATE ROAD A NEAR KENNETT, MO, PROCEED WEST ON STATE ROAD A FOR 3.4 MILES AND VEER ONTO COUNTY ROAD 510. THE MARK IS LOCATED 25 FEET SOUTH FROM THE CENTER OF COUNTY ROAD 510, 54 FEET EAST OF A POWER POLE WITH A CARSONITE WITNESS POST. THE MARK IS A STANDARD TYPE F DISK SET 1 FOOT BELOW THE SURFACE. THE

DISK IS STAMPED "JMA1603304 2018".

JMA1603305 2018 254.83

N: 13155743.68 E: 2478228.52 TO REACH THE MARK FROM THE INTERSECTION OF HIGHWAY 412 AND STATE ROAD A, NEAR KENNETT, MO, TRAVEL WEST ON STATE ROAD A FOR 3.4 MILES AND VEER ONTO COUNTY ROAD 510. CONTINUE WEST ON COUNTY ROAD 510 FOR 1.0 MILES AND TURN LEFT ONTO COUNTY ROAD 525. CONTINUE SOUTH ON COUNTY ROAD 525 FOR 0.5 MILES AND CROSS A CONCRETE BRIDGE. THE MARK IS 80 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF CONCRETE BRIDGE, 27 FEET EAST FROM THE CENTER OF COUNTY ROAD

525. THE MARK IS A STANDARD TYPE F DISK SET 1 FOOT BELOW THE SURFACE. THE DISK IS STAMPED

"JAM1603305 2018".

JMA1000802 2010 267.78

N: 13162177.17 E: 2484134.22 FROM THE POST OFFICE IN KENNETT, MO, GO WEST ON NORTH MAIN STREET FOR APPROX. 400 FEET TO NORTH JACKSON STREET, TAKE A LEFT AND GO SOUTH ON NORTH JACKSON STREET FOR APPROX. 150 FEET TO ST. FRANCIS STREET TURN RIGHT AND GO WEST ON ST. FRANCIS STREET (BUSINESS HWY 84) FOR 0.9 MILES, CONTINUE WEST ON STATE HWY 84 FOR 2.7 MILES TO EAST BANK LEVEE OF ST. FRANCIS RIVER, TAKE A LEFT AND GO SOUTH ON EAST BANK LEVEE FOR 1.75 MILES TO MARK ON THE LEFT. THE MONUMENT IS LOCATED ON THE LANDSIDE SLOPE OF LEVEE, 13 FEET 140 DEGREES AZ FROM CENTERLINE LEVEE, 42 FEET 320 DEGREE AZ FROM ORANGE CARSONITE WITNESS POST. A TYPE F DISK RECOVERED IN GOOD CONDITION.

THE DISK IS 0.3 FEET BELOW THE GROUND SURFACE ON THE LEVEE SLOPE. THE DISK IS STAMPED

"JMA1000802 2010".

JMA1000803 2010 265.52

N: 13158533.35 E: 2477274.53 FROM THE INTERSECTION OF HIGHWAY 84 AND HOMECREST STREET IN KENNETT, MO, TRAVEL WEST ON HIGHWAY 84 FOR 2.6 MILES. TURN LEFT ONTO LEVEE ROAD AND CONTINUE FOR 3.2 MILES TO THE MARK ON THE LEFT. THE MONUMENT IS A TYPE F DISK RECOVERED IN GOOD CONDITION. THE DISK IS 0.3 FEET BELOW THE GROUND SURFACE ON THE LEVEE SLOPE. THE DISK IS STAMPED "JMA1000803 2010".

A1 BENCHMARK TABLE

SCALE: NOT TO SCALE

LINE #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

LENGTH

489.63'

1396.12'

524.77'

1035.62'

1443.79'

409.75'

120.74'

911.72'

802.78'

196.91'

1000.28'

843.49'

1155.96'

1000.32'

1000.37'

605.78'

894.77'

787.36'

710.72'

1000.29'

831.84'

881.35'

1430.21'

856.83'

1000.27'

1000.63'

1070.69'

927.96'

1000.37'

553.31'

446.29'

1000.46'

851.95'

147.45'

1000.42'

703.33'

1296.67'

832.95'

746.96'

396.56'

1008.55'

DIRECTION

S32° 12' 52.20"W

S32° 40' 08.50"W

S30° 44' 23.99"W

S30° 23' 09.95"W

S30° 16' 51.51"W

S30° 58' 46.76"W

S34° 56' 11.69"W

S41° 41' 05.39"W

S41° 41' 18.11"W

S49° 04' 54.61"W

S49° 02' 28.13"W

S49° 01' 52.49"W

S46° 07' 08.83"W

S46° 06' 57.76"W

S46° 07' 06.31"W

S46° 07' 04.69"W

S49° 02' 11.22"W

S49° 01' 45.16"W

S61° 29' 24.90"W

S61° 28' 32.29"W

S61° 28' 53.13"W

S61° 35' 15.62"W

S59° 24' 45.37"W

S59° 15' 00.07"W

S59° 15' 43.58"W

S59° 15' 45.12"W

S59° 15' 21.85"W

S71° 06' 18.20"W

S71° 05' 42.36"W

S71° 05' 33.31"W

S46° 46' 28.17"W

S46° 44' 56.10"W

S46° 44' 47.33"W

S46° 55' 14.50"W

S46° 56' 56.05"W

S46° 56' 39.76"W

S46° 57' 11.99"W

S46° 56' 48.76"W

S19° 38' 53.59"W

S14° 54' 36.84"W

S14° 54' 35.19"W

START

N:13146025.13 E:2464482.03

N:13147200.39 E:2465235.64

N:13147651.43 E:2465503.87

N:13148544.80 E:2466027.71

N:13149791.60 E:2466755.73

N:13150142.90 E:2466966.64

N:13150241.87 E:2467035.78

N:13150922.76 E:2467642.10

N:13151522.26 E:2468176.02

N:13151651.23 E:2468324.81

N:13152306.93 E:2469080.21

N:13152859.97 E:2469717.10

N:13153661.24 E:2470550.30

N:13154354.66 E:2471271.28

N:13155048.08 E:2471992.32

N:13155467.99 E:2472428.94

N:13156054.59 E:2473104.61

N:13156570.84 E:2473699.10

N:13156910.07 E:2474323.64

N:13157387.74 E:2475202.51

N:13157784.90 E:2475933.41

N:13158204.26 E:2476708.60

N:13158932.02 E:2477939.80

N:13159370.11 E:2478676.16

N:13159881.36 E:2479535.90

N:13160392.79 E:2480395.96

N:13160940.12 E:2481316.18

N:13161240.63 E:2482194.14

N:13161564.75 E:2483140.55

N:13161744.04 E:2483664.00

N:13162049.69 E:2483989.20

N:13162735.20 E:2484717.89

N:13163318.98 E:2485338.39

N:13163419.69 E:2485446.08

N:13164102.63 E:2486177.14

N:13164582.80 E:2486691.05

N:13165467.90 E:2487638.66

N:13166036.53 E:2488247.31

N:13166740.00 E:2488498.47

N:13167123.20 E:2488600.51

N:13168097.80 E:2488860.01

END

N:13145610.88 E:2464221.01

N:13146025.13 E:2464482.03

N:13147200.39 E:2465235.64

N:13147651.43 E:2465503.87

N:13148544.80 E:2466027.71

N:13149791.60 E:2466755.73

N:13150142.90 E:2466966.64

N:13150241.87 E:2467035.78

N:13150922.76 E:2467642.10

N:13151522.26 E:2468176.02

N:13151651.23 E:2468324.81

N:13152306.93 E:2469080.21

N:13152859.97 E:2469717.10

N:13153661.24 E:2470550.30

N:13154354.66 E:2471271.28

N:13155048.08 E:2471992.32

N:13155467.99 E:2472428.94

N:13156054.59 E:2473104.61

N:13156570.84 E:2473699.10

N:13156910.07 E:2474323.64

N:13157387.74 E:2475202.51

N:13157784.90 E:2475933.41

N:13158204.26 E:2476708.60

N:13158932.02 E:2477939.80

N:13159370.11 E:2478676.16

N:13159881.36 E:2479535.90

N:13160392.79 E:2480395.96

N:13160940.12 E:2481316.18

N:13161240.63 E:2482194.14

N:13161564.75 E:2483140.55

N:13161744.04 E:2483664.00

N:13162049.69 E:2483989.20

N:13162735.20 E:2484717.89

N:13163318.98 E:2485338.39

N:13163419.69 E:2485446.08

N:13164102.63 E:2486177.14

N:13164582.80 E:2486691.05

N:13165467.90 E:2487638.66

N:13166036.53 E:2488247.31

N:13166740.00 E:2488498.47

N:13167123.20 E:2488600.51

LINE #

L42

L43

L44

L45

L46

L47

L48

L49

L50

LENGTH

1410.04'

1597.31'

1003.65'

997.77'

647.61'

1530.55'

813.14'

912.25'

56.12'

DIRECTION

S14° 57' 46.17"W

S12° 34' 53.20"W

S12° 34' 58.91"W

S24° 16' 34.57"W

S24° 16' 19.82"W

S35° 19' 07.40"W

S32° 24' 50.22"W

S31° 46' 08.40"W

START

N:13169460.03 E:2489224.07

N:13171018.98 E:2489572.00

N:13171998.52 E:2489790.65

N:13172908.07 E:2490200.88

N:13173498.43 E:2490467.09

N:13174747.28 E:2491351.94

N:13175433.73 E:2491787.81

N:13176209.31 E:2492268.10

N:13176257.02 E:2492297.65

END

N:13168097.80 E:2488860.01

N:13169460.03 E:2489224.07

N:13171018.98 E:2489572.00

N:13171998.52 E:2489790.65

N:13172908.07 E:2490200.88

N:13173498.43 E:2490467.09

N:13174747.28 E:2491351.94

N:13175433.73 E:2491787.81

N:13176209.31 E:2492268.10

LEVEE TOE STAKEOUT POINTS

Point #

Northing

13176053.00

13175848.89

13175652.91

13175441.59

13175234.34

13175021.55

13174809.54

13174601.92

13174411.28

13174209.75

13174023.84

13173830.81

13173644.82

13173540.12

13173507.40

13173472.70

13173384.79

13173184.92

13172974.02

13172763.31

13172534.90

13172321.79

13172152.58

13172031.05

13172007.67

13171983.13

13171767.81

13171526.17

13171283.79

13171040.15

13170797.90

13170639.00

13170152.53

13169927.30

13169688.82

13169625.74

13169618.97

13169612.16

13169513.36

13169490.50

13169262.23

13169037.46

13168815.59

13168678.02

13168139.01

13167916.32

13167677.84

13167453.53

13167230.99

13167006.78

13166781.29

13166546.68

13166310.78

13166094.38

13166039.62

13165998.76

13165964.01

13165841.73

13165686.35

13165531.50

13165375.68

13165217.12

13165058.69

13164898.00

Easting

2492225.12

2492120.66

2492000.03

2491867.14

2491729.38

2491600.38

2491470.29

2491337.44

2491205.32

2491058.30

2490925.52

2490786.76

2490647.05

2490574.90

2490554.91

2490538.62

2490503.08

2490401.50

2490304.12

2490210.99

2490110.96

2490017.77

2489938.02

2489873.14

2489862.53

2489855.00

2489803.79

2489747.53

2489690.72

2489636.66

2489582.92

2489542.10

2489438.55

2489387.92

2489331.57

2489316.72

2489315.25

2489314.01

2489297.86

2489292.71

2489222.57

2489168.39

2489107.02

2489070.24

2488931.83

2488863.57

2488795.55

2488732.49

2488668.13

2488604.92

2488550.86

2488477.14

2488400.52

2488320.23

2488298.76

2488276.98

2488246.39

2488110.59

2487939.04

2487767.88

2487597.28

2487423.76

2487256.40

2487090.87

LEVEE TOE STAKEOUT POINTS

Point #

Northing

13164740.08

13164581.51

13164424.92

13164264.63

13164107.94

13163949.33

13163786.55

13163622.00

13163454.38

13163312.44

13163261.64

13163099.39

13162941.04

13162779.16

13162619.64

13162456.61

13162295.51

13162136.58

13161976.69

13161820.14

13161722.58

13161712.05

13161704.32

13161631.28

13161611.86

13161567.20

13161480.39

13161405.39

13161326.49

13161250.87

13161172.63

13161098.39

13160943.67

13160897.29

13160888.85

13160878.31

13160670.60

13160483.87

13160367.09

13160247.00

13160118.90

13159999.61

13159881.99

13159754.57

13159631.97

13159514.27

13159388.33

13159270.17

13159151.05

13159033.28

13158916.99

13158792.61

13158670.68

13158551.19

13158520.99

13158459.63

13158360.08

13158294.50

13158179.41

13158067.16

13157951.05

13157840.48

13157730.91

13157621.34

Easting

2486919.96

2486750.04

2486578.66

2486410.70

2486241.63

2486071.66

2485905.79

2485734.66

2485562.55

2485414.66

2485356.42

2485174.72

2485004.36

2484836.42

2484668.65

2484500.24

2484332.44

2484164.10

2483995.37

2483823.03

2483710.37

2483695.71

2483679.40

2483480.64

2483422.67

2483286.03

2483052.20

2482834.26

2482614.36

2482394.37

2482157.30

2481922.40

2481489.89

2481353.91

2481332.74

2481312.54

2480959.15

2480651.65

2480455.05

2480255.46

2480041.05

2479844.76

2479648.00

2479433.98

2479227.42

2479028.09

2478815.17

2478613.07

2478415.17

2478216.93

2478016.15

2477802.16

2477604.72

2477408.39

2477354.19

2477253.93

2477072.62

2476962.36

2476763.17

2476561.80

2476355.70

2476152.96

2475950.56

2475746.00

LEVEE TOE STAKEOUT POINTS

Point #

Northing

13157534.05

13157426.31

13157318.51

13157199.34

13157076.01

13156957.66

13156845.62

13156733.93

13156591.07

13156494.10

13156330.99

13156162.86

13155999.43

13155835.80

13155671.79

13155509.88

13155341.99

13155172.52

13155012.77

13154840.11

13154669.25

13154496.35

13154324.97

13154165.49

13154007.17

13153834.52

13153664.67

13153493.75

13153319.00

13153263.43

13152973.18

13152755.22

13152600.70

13152449.86

13152286.28

13152132.01

13151964.02

13151811.10

13151642.80

13151488.17

13151482.38

13151476.35

13151298.80

13150976.62

13150599.26

13150391.44

13150360.41

13150200.84

Easting

2475581.84

2475370.36

2475168.30

2474949.55

2474734.34

2474517.09

2474315.20

2474093.09

2473814.89

2473678.77

2473491.09

2473307.62

2473120.42

2472931.64

2472748.09

2472562.30

2472379.65

2472196.54

2472030.91

2471854.27

2471674.29

2471498.78

2471318.49

2471153.22

2470987.10

2470811.25

2470629.03

2470447.19

2470271.74

2470215.05

2469902.20

2469654.46

2469479.82

2469306.52

2469118.29

2468942.52

2468762.42

2468568.16

2468383.39

2468219.21

2468213.31

2468207.65

2468047.91

2467759.85

2467431.78

2467245.66

2467219.41

2467078.21

BASELINE ALIGNMENT TABLE BASELINE ALIGNMENT TABLE

G-004

N M

O U

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

LINE / CURVE #

C400

C401

C402

C403

C404

C405

C406

C407

L400

L401

L402

L403

L404

L405

L406

L407

L408

L409

LENGTH

70.35'

21.43'

19.90'

78.38'

77.71'

112.07'

38.54'

10.72'

699.75'

117.82'

1301.24'

79.97'

1180.78'

1206.40'

2112.41'

304.02'

58.64'

47.95'

LINE/CHORD DIRECTION

N10° 04' 34.33"W

N01° 29' 02.72"E

N01° 42' 08.78"E

N46° 03' 27.53"W

N46° 26' 22.73"W

N09° 02' 44.04"E

N31° 02' 39.41"E

N26° 43' 56.45"E

N00° 00' 00.00"E

N20° 09' 08.66"W

N01° 35' 06.19"W

N04° 33' 11.63"E

N01° 08' 54.08"W

S89° 01' 59.02"W

N01° 54' 44.47"W

N20° 00' 12.56"E

N42° 05' 06.27"E

N11° 22' 46.63"E

START

N:13161241.05 E:2490046.74

N:13162721.31 E:2489957.91

N:13162822.44 E:2489964.81

N:13164022.87 E:2489941.74

N:13164051.50 E:2488684.68

N:13166211.06 E:2488563.37

N:13166606.74 E:2488684.88

N:13166683.08 E:2488743.94

N:13160541.30 E:2490046.74

N:13161309.96 E:2490034.50

N:13161420.57 E:2489993.90

N:13162742.72 E:2489958.47

N:13162842.32 E:2489965.40

N:13164071.86 E:2489890.91

N:13164099.83 E:2488633.87

N:13166321.07 E:2488580.89

N:13166639.56 E:2488704.64

N:13166692.54 E:2488748.70

END

N:13161309.96 E:2490034.50

N:13162742.72 E:2489958.47

N:13162842.32 E:2489965.40

N:13164071.86 E:2489890.91

N:13164099.83 E:2488633.87

N:13166321.07 E:2488580.89

N:13166639.56 E:2488704.64

N:13166692.54 E:2488748.70

N:13161241.05 E:2490046.74

N:13161420.57 E:2489993.90

N:13162721.31 E:2489957.91

N:13162822.44 E:2489964.81

N:13164022.87 E:2489941.74

N:13164051.50 E:2488684.68

N:13166211.06 E:2488563.37

N:13166606.74 E:2488684.88

N:13166683.08 E:2488743.94

N:13166739.54 E:2488758.16

RADIUS

200.00'

50.00'

293.00'

100.00'

20.00'

DELTA

020° 09' 09"

006° 08' 18"

005° 42' 06"

089° 49' 07"

089° 03' 17"

021° 54' 57"

022° 04' 54"

030° 42' 20"

DITCH 4 CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C500

C501

C502

C503

C504

C505

L500

L501

L502

L503

L504

L505

L506

L507

L508

L509

L510

L511

L512

L513

L514

L515

L516

L517

L518

L519

L520

L521

L522

L523

LENGTH

21.49'

9.83'

26.00'

156.96'

53.64'

140.92'

877.88'

36.46'

85.44'

181.71'

211.55'

8.83'

891.45'

66.30'

46.42'

77.09'

38.16'

81.42'

67.61'

103.97'

51.60'

1288.43'

59.79'

1188.74'

52.59'

3137.59'

281.06'

237.17'

55.00'

960.39'

LINE/CHORD DIRECTION

N26° 23' 33.62"W

N20° 53' 47.83"W

N24° 14' 10.76"W

N43° 19' 22.37"E

N13° 43' 26.75"E

N08° 54' 20.36"E

N76° 38' 59.47"E

N03° 23' 38.57"W

N01° 32' 39.78"W

N51° 01' 01.74"W

N01° 46' 05.51"W

N00° 18' 17.83"E

N07° 16' 20.11"E

N49° 03' 55.77"W

N00° 35' 34.24"E

N00° 00' 00.00"E

N01° 12' 45.35"W

N01° 07' 13.25"W

N59° 05' 02.62"E

N88° 17' 14.45"E

N01° 38' 29.71"W

N29° 05' 24.98"E

N11° 16' 44.26"W

START

N:13157198.17 E:2483529.43

N:13158220.19 E:2483498.89

N:13158279.52 E:2483437.29

N:13158697.52 E:2486056.54

N:13161936.64 E:2486063.63

N:13162233.73 E:2486212.85

N:13156503.34 E:2482668.18

N:13156706.05 E:2483522.34

N:13156714.46 E:2483557.82

N:13156799.75 E:2483552.76

N:13156981.14 E:2483542.00

N:13157192.61 E:2483536.30

N:13157216.83 E:2483520.17

N:13158107.85 E:2483492.67

N:13158174.15 E:2483493.02

N:13158229.01 E:2483495.53

N:13158302.50 E:2483426.95

N:13158340.65 E:2483427.34

N:13158422.07 E:2483427.34

N:13158489.67 E:2483425.91

N:13158593.62 E:2483423.88

N:13158620.13 E:2483468.15

N:13158658.64 E:2484756.00

N:13158660.42 E:2484815.76

N:13158695.95 E:2486003.97

N:13158800.34 E:2486153.51

N:13161988.12 E:2486076.20

N:13162370.08 E:2486234.21

N:13162602.67 E:2486187.83

N:13162656.61 E:2486177.07

END

N:13157216.83 E:2483520.17

N:13158229.01 E:2483495.53

N:13158302.50 E:2483426.95

N:13158800.34 E:2486153.51

N:13161988.12 E:2486076.20

N:13162370.08 E:2486234.21

N:13156706.05 E:2483522.34

N:13156714.46 E:2483557.82

N:13156799.75 E:2483552.76

N:13156981.14 E:2483542.00

N:13157192.61 E:2483536.30

N:13157198.17 E:2483529.43

N:13158107.85 E:2483492.67

N:13158174.15 E:2483493.02

N:13158220.19 E:2483498.89

N:13158279.52 E:2483437.29

N:13158340.65 E:2483427.34

N:13158422.07 E:2483427.34

N:13158489.67 E:2483425.91

N:13158593.62 E:2483423.88

N:13158620.13 E:2483468.15

N:13158658.64 E:2484756.00

N:13158660.42 E:2484815.76

N:13158695.95 E:2486003.97

N:13158697.52 E:2486056.54

N:13161936.64 E:2486063.63

N:13162233.73 E:2486212.85

N:13162602.67 E:2486187.83

N:13162656.61 E:2486177.07

N:13163598.45 E:2485989.23

RADIUS

25.00'

10.00'

30.00'

100.00'

200.00'

DELTA

049° 14' 56"

056° 20' 16"

049° 39' 30"

089° 55' 44"

030° 43' 53"

040° 22' 09"

DITCH 5 CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C600

L600

L601

L602

L603

LENGTH

78.16'

16.93'

1230.64'

900.26'

1240.61'

LINE/CHORD DIRECTION

N46° 55' 55.76"W

S88° 52' 46.75"W

S88° 17' 14.45"W

N02° 09' 05.98"W

N01° 45' 12.98"W

START

N:13158556.51 E:2482176.86

N:13158593.62 E:2483423.88

N:13158593.29 E:2483406.95

N:13158604.61 E:2482125.40

N:13159504.23 E:2482091.60

END

N:13158604.61 E:2482125.40

N:13158593.29 E:2483406.95

N:13158556.51 E:2482176.86

N:13159504.23 E:2482091.60

N:13160744.27 E:2482053.64

RADIUS

50.00'

DELTA

089° 33' 40"

DITCH 6A CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C601

L604

L605

LENGTH

47.31'

1307.59'

765.85'

LINE/CHORD DIRECTION

N47° 00' 10.59"W

S87° 49' 22.91"W

N01° 49' 44.09"W

START

N:13159450.20 E:2480785.12

N:13159499.87 E:2482091.77

N:13159479.22 E:2480753.99

END

N:13159479.22 E:2480753.99

N:13159450.20 E:2480785.12

N:13160244.68 E:2480729.55

RADIUS

30.00'

DELTA

090° 20' 53"

DITCH 6B CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C700

L700

L701

L702

L703

L704

LENGTH

7.42'

1497.35'

1038.10'

42.66'

614.45'

26.41'

LINE/CHORD DIRECTION

N49° 33' 31.75"W

N01° 54' 39.90"W

N01° 13' 20.84"W

N07° 03' 14.25"W

S87° 56' 10.75"W

N89° 39' 19.05"W

START

N:13158394.38 E:2478094.82

N:13155817.67 E:2478172.14

N:13157314.19 E:2478122.20

N:13158352.05 E:2478100.05

N:13158398.77 E:2478089.67

N:13158376.64 E:2477475.63

END

N:13158398.77 E:2478089.67

N:13157314.19 E:2478122.20

N:13158352.05 E:2478100.05

N:13158394.38 E:2478094.82

N:13158376.64 E:2477475.63

N:13158376.80 E:2477449.22

RADIUS

5.00'

DELTA

085° 00' 35"

DITCH 7 CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C800

C801

C802

L800

L801

L802

L803

L804

L805

L806

LENGTH

100.91'

11.57'

237.26'

11.11'

801.66'

46.72'

28.51'

1762.15'

744.41'

1159.93'

LINE/CHORD DIRECTION

N78° 41' 15.87"W

S72° 22' 26.02"W

S43° 38' 39.45"W

N64° 13' 57.94"W

S86° 51' 26.21"W

S56° 27' 44.43"W

S55° 48' 18.16"W

S88° 56' 33.88"W

S88° 57' 28.58"W

S01° 40' 09.67"E

START

N:13155675.95 E:2476458.98

N:13155609.75 E:2475498.09

N:13155560.24 E:2472981.08

N:13155671.12 E:2476468.98

N:13155695.53 E:2476361.07

N:13155651.58 E:2475560.62

N:13155625.77 E:2475521.68

N:13155606.29 E:2475487.22

N:13155573.78 E:2473725.37

N:13155405.89 E:2472833.87

END

N:13155695.53 E:2476361.07

N:13155606.29 E:2475487.22

N:13155405.89 E:2472833.87

N:13155675.95 E:2476458.98

N:13155651.58 E:2475560.62

N:13155625.77 E:2475521.68

N:13155609.75 E:2475498.09

N:13155573.78 E:2473725.37

N:13155560.24 E:2472981.08

N:13154246.46 E:2472867.66

RADIUS

200.00'

20.00'

150.00'

DELTA

028° 54' 36"

033° 08' 16"

090° 37' 38"

DITCH 8A CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

L807

L808

L809

L810

L811

L812

LENGTH

177.56'

207.78'

619.09'

142.31'

144.57'

343.25'

LINE/CHORD DIRECTION

N02° 39' 30.58"W

N00° 44' 49.02"W

N01° 19' 28.25"W

N01° 18' 49.11"W

N02° 08' 52.84"E

N00° 25' 47.76"W

START

N:13155651.98 E:2475567.79

N:13155829.34 E:2475559.56

N:13156037.10 E:2475556.85

N:13156656.03 E:2475542.54

N:13156798.31 E:2475539.28

N:13156942.77 E:2475544.70

END

N:13155829.34 E:2475559.56

N:13156037.10 E:2475556.85

N:13156656.03 E:2475542.54

N:13156798.31 E:2475539.28

N:13156942.77 E:2475544.70

N:13157286.00 E:2475542.12

RADIUS DELTA

DITCH 8B CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

C408

L410

L411

LENGTH

12.33'

98.35'

25.66'

LINE/CHORD DIRECTION

N15° 48' 26.68"W

N47° 54' 53.73"W

N16° 18' 00.37"E

START

N:13166705.47 E:2488631.65

N:13166639.56 E:2488704.64

N:13166716.73 E:2488628.46

END

N:13166716.73 E:2488628.46

N:13166705.47 E:2488631.65

N:13166741.35 E:2488635.67

RADIUS

11.00'

DELTA

064° 12' 54"

DITCH 4A CENTERLINE ALIGNMENT TABLE

G-005

C H

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

A1 DITCH CENTERLINE ALIGHMENT TABLES

LINE / CURVE #

L51

LENGTH

84.80'

71.40'

56.80'

41.12'

458.56'

369.59'

193.14'

353.31'

399.68'

854.38'

227.08'

235.75'

LINE/CHORD DIRECTION

N55° 32' 26.56"E

N68° 49' 33.46"E

N64° 37' 37.41"E

N73° 55' 46.00"E

N41° 39' 02.96"E

N42° 15' 45.62"E

N47° 18' 43.34"E

N49° 47' 13.00"E

N52° 48' 02.83"E

N49° 27' 09.79"E

N48° 22' 16.30"E

N89° 16' 50.63"E

START

N:13150842.54 E:2467629.69

N:13152812.59 E:2469800.48

N:13150806.82 E:2467538.86

N:13150831.16 E:2467590.18

N:13150889.47 E:2467698.08

N:13151232.11 E:2468002.83

N:13151505.63 E:2468251.39

N:13151636.58 E:2468393.36

N:13151864.69 E:2468663.17

N:13152106.33 E:2468981.52

N:13152661.74 E:2469630.74

N:13152837.84 E:2469865.65

END

N:13150889.47 E:2467698.08

N:13152837.84 E:2469865.65

N:13150831.16 E:2467590.18

N:13150842.54 E:2467629.69

N:13151232.11 E:2468002.83

N:13151505.63 E:2468251.39

N:13151636.58 E:2468393.36

N:13151864.69 E:2468663.17

N:13152106.33 E:2468981.52

N:13152661.74 E:2469630.74

N:13152812.59 E:2469800.48

N:13152840.80 E:2470101.39

RADIUS

116.60'

100.00'

DELTA

041° 40' 00"

040° 54' 34"

RAMP 2 CENTERLINE ALIGNMENT TABLE

LINE / CURVE #

L18

L19

LENGTH

419.88'

152.52'

LINE/CHORD DIRECTION

N01° 20' 12.72"W

N02° 17' 04.95"E

START

N:13150387.86 E:2467679.00

N:13150807.62 E:2467669.20

END

N:13150807.62 E:2467669.20

N:13150960.02 E:2467675.28

RADIUS DELTA

RAMP 2B CENTERLINE ALIGNMENT TABLE

G-006

R O

-R

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

A1 ROAD / RAMP CENTERLINE ALIGNMENT TABLES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

, T N

. M

N S

T M

B-001

D . S

E C

D R

D U

M O

E R

O N

, P H

. F R

FOR SOLICITATION

FIGURES TO THE LEFT OF BORING UNDER COLUMN "K"

Are laboratory permeability in centimeters per second of undisturbed sample**

When in parenthesis denotes natural water contents in percent dry weight

FIGURES TO THE LEFT OF BORING UNDER COLUMN "(W) OR D10"

Denotes D10 size in mm *

FIGURES TO THE LEFT OF BORING UNDER COLUMNS "LL" AND "PL"

Are liquid and plastic limits, respectively

FIGURES TO THE LEFT OF BORING UNDER COLUMN "C (PSF)"

Are values of cohesion in lbs/sq. ft. from unconfined compression or triaxial tests**

FIGURES TO THE LEFT OF BORING UNDER COLUMN "N-VALUE"

Denotes location of unconsolidated - undrained triaxial compression test * *

Denotes free water encountered in boring or sample

Denotes channel grade

Denotes location of consolidation test * *

SYMBOLS TO THE LEFT OF BORING

FIGURES TO THE RIGHT OF BORING

Are descriptive symbols***

BORING TYPE

SS - Split Spoon Sampler AUG - Auger TUBE - 3" or 5" Thin Wall Tube

NO SAMPLE

MIXED SAMPLE

WOOD

HIGHLY ORGANIC SOILS

C O

G R

CLEAN

GRAVEL

CLEAN

SAND

GRAVEL

W/ FINES

SAND

W/ FINES

SILTS &

CLAYS

SILTS &

CLAYS

E G

S O

S ML

Pt Wd

M or e th an h al f o f c oa rs e fra ct io n is s m al le r t ha n

N o.

s ie ve s iz e

M or e th an h al f o f c oa rs e fra ct io n is la rg er th an

N o.

s ie ve s iz e

M or e th an h al f o f m at er ia l ( by w ei gh t) is la rg er th an

N o.

s ie ve s iz e

M or e th an h al f o f m at er ia l ( by w ei gh t) is s m al le r t ha n

N o.

s ie ve s iz e

(Little or No Fines)

(Appreciable Amount of Fines)

(Liquid Limit < 50)

(Liquid Limit > 50)

NOTES:

- Less than 5% passing No. 200 sieve - GW, GP, SW, SP

- 5% to 12% passing No. 200 sieve - Dual classification (e.g. SP-SM)

- More than 12% passing No. 200 sieve - GM, GC, SM, SC

MAJOR DIVISION TYPE LETTER

SYMBOL

CONSISTENCY SYMBOL

DESCRIPTIVE SYMBOLS

COLOR SYMBOL

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

DARK GRAY

BROWN

LIGHT BROWN

DARK BROWN

BROWNISH - GRAY

GRAYISH - BROWN

GREENISH - GRAY

GRAYISH - GREEN

GREEN

BLUE

BLUE - GREEN

WHITE

MOTTLED Mot

BlGn

Gn grGn gnGr grBr brGr dBr lBr

Br dGr lGr

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

VERY SOFT

SOFT

STIFF

VERY STIFF

HARD

COLOR DESCRIPTORS CONSISTENCY FOR COHESIVE SOILS

< 250

250 - 500

500 - 1000

1000 - 2000

2000 - 4000

> 4000 vSo

St vSt

MODIFICATION SYMBOL

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravelly

Boulders

Slickensides

Wood

Oxidized

Saturated

Lumps of Clay Clp

Sat

SIS

O slf sds sh lg rt cc

Tr -

CL-ML

MODIFICATIONS

"U " L ine

"A" L ine

0 20 40 60 80 100

L.L. - LIQUID LIMIT

PLASTICITY CHART

For Classification of Fine-Grained Soils

NOTES

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio**

Denotes location of sample subjected to consolidation test and each of the above three types of shear tests * *

* THE D10 SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL IS

FINER, AND 90% COARSER THAN SIZE D10.

* * RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT

OFFICE IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.

* * * BORING LOGS ARE AVAILABLE FOR INSPECTION UPON REQUEST SUBMITTED TO CONTRACTING

OFFICER'S REPRESENTATIVE

GENERAL NOTES:

1. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC

OF SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH

VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE

CONTRACT CLAUSE ENTITLED, "DIFFERING SITE CONDITIONS".

3. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE

BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.

4. ADDITIONAL SUBSURFACE DATA MAY BE AVAILABLE FOR INSPECTION UPON REQUEST. REQUESTS FOR ADDITIONAL SUBSURFACE BORING DATA AND PILOT HOLE DATA SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE.

Are driving resistances in blows per foot determined with a standard split spoon sampler ( 1 - 3/8 " I.D. 2" O.D. ) and a 140 lb. driving hammer with a 30" drop

MEDIUM STIFF mSt

Denotes location of consolidated - drained direct shear test * *

Denotes location of consolidated - undrained triaxial compression test * *

Ground water surface at time of drilling

Ground water surface 24 hours after drilling

GRAVEL, Well Graded, gravel-sand mixtures, little or no fines

GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL, gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well Graded, gravelly sands

SAND, Poorly Graded, gravelly sands

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity

ORGANIC SILTS, and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 22, 2021.