Drawing-Plans Vol 1-Amended.pdf

PDF 30 MB Posted Jun 24, 2020

Attached to: Below Piggott Seepage Remediation Federal contract opportunity
Solicitation number: W912EQ20B0003
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation seeks bids for a seepage remediation project along the St. Francis River in Clay County, Arkansas. The scope of work includes clearing debris from a channel cleanout between river miles 58 to 345, constructing 44,060 linear feet of a seepage berm along the west-bank levee between Levee Miles 17 to 28, installing 36,426 linear feet of interior drainage, establishing turf, implementing environmental protections, and any related incidental work. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Memphis under number W912EQ20B0003. The deadline to respond and additional details on pricing, terms, or set-asides are not specified in the document provided.

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Other files for this federal contract opportunity

Other files attached to Below Piggott Seepage Remediation, newest first.
File	Type	Posted
Abstract of Bids.pdf	PDF	Jul 30, 2020
Solicitation Amendment-0004.pdf	PDF	Jul 24, 2020
Drawing-Plans Vol 2- Amendment 3.pdf	PDF	Jul 17, 2020
Solicitation Amendment-0003.pdf	PDF	Jul 17, 2020
Drawing-Plans Vol 1- Amendment 3.pdf	PDF	Jul 17, 2020
Drawing-Plans Vol 2-Amended.pdf	PDF	Jun 24, 2020
Performance Specifications-Amended.pdf	PDF	Jun 24, 2020
Solicitation Amendment-0002.pdf	PDF	Jun 24, 2020
Solicitation Amendment-0001.pdf	PDF	Jun 24, 2020
Drawing-Plans -Vol 1.pdf	PDF	Mar 26, 2020
Solicitation.pdf	PDF	Mar 26, 2020
Drawing-Plans 3.pdf	PDF	Mar 24, 2020
Drawing-Plans 2.pdf	PDF	Mar 24, 2020
Drawing-Plans 1.pdf	PDF	Mar 24, 2020
Specifications.pdf	PDF	Mar 24, 2020
Solicitation.pdf	PDF	Mar 24, 2020

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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 = 1.00047

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

OFFICER, PLANS OR SPECIFICATIONS.

3. ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT

NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF ALL

UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE

CONSTRUCTION. 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. 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. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SERVICE OCCASIONED BY THE CONTRACTOR'S OPERATIONS SHALL

BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT HIS EXPENSE.

4. DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 8/31/2018 SURVEY SEA16012SER.

5. 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.

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

FEET PER MILE.

7. 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.

8. 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.

9. CONTRACTOR SHALL APPLY TEMPORARY AND PERMANENT STABILIZATION PER LOCAL, STATE, AND FEDERAL NPDES AND DEQ

GUIDELINES AND FOLLOWING THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

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

FUNCTION.

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

12. 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.

13. SURVEY MONUMENTATIONS ARE IN ACCORDANCE WITH EM 1110-1-1002 (SURVEY MARKERS AND MONUMENTATION).

CONSTRUCTION NOTES:

1. DO NOT DISTURB EXISTING BRIDGES OR RIPRAP PAVING AREAS

2. RIGHT BANK IS DEFINED BY LOOKING DOWNSTREAM USING THE RIGHT HAND RULE.

3. AREAS OF THE EXISTING CHANNEL BELOW THE DESIGN GRADE SHALL NOT BE FILLED. NO PAYMENT WILL BE MADE FOR FILLING IN

LOW AREAS.

4. THERE SHALL BE 50' OPENINGS AT 500' INTERVALS IN THE EXCAVATED MATERIAL.

5. NO MATERIAL TO BE DISPOSED OF WITHIN 50' OF ROADWAY EMBANKMENTS.

6. NO MATERIAL TO BE DISPOSED OF WITHIN 25' OF EXISTING UTILITIES SUCH AS POWER, GAS, WATER, ETC.

7. ALL ACCESS HAUL ROADS BUILT DURING CONSTRUCTION SHALL BE REMOVED AFTER COMPLETION OF EXCAVATION AND HAULING

OPERATIONS IN THE FLOODWAY AND DISTURBED AREAS RESTORED TO PRE-CONSTRUCTION CONDITIONS.

8. STATION NUMBERS SHOWN IN THE PROFILE ARE BASELINE STATIONS.

9. SECTIONS AREA RELATIVE TO THE CENTERLINE OF THE CHANNEL AND RELATED BACK TO THE BASELINE.

10. SEE SHEET G-003 FOR BASELINE LAYOUT TABLE.

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

SCALE:

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

DETAIL/SECTION

SCALE:

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

99/999

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

TOP FRONT SIDE

ELEVATION

SECTION

SCALE:

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

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

TABULATION OF BENCHMARKS: VERTICAL CONTROL

BELOW ARKANSAS HWY 90 CHANNEL CLEANOUT

BENCHMARKS ELEVATION DESCRIPTION

MD-5 267.58

N: 13160746.24

E: 2473215.24

USACE GRID POINT USED AS CONTROL FOR SURVEY SEA 16012 (2018). TO REACH MARK FROM

INTERSECTION OF HWY 90 AND 139 AT HOLLY ISLAND, AR. GO EAST ALONG HWY 90 FOR 2.7 MILES TO

RIGHT BANK LEVEE OF ST. FRANCIS RIVER, TURN RIGHT AND GO SOUTH ALONG LEVEE FOR 2.9 MILES

TO LEVEE MILE POST 23/24 MARK IS ON RIGHT. MARK IS 9' WEST OF CENTER LINE OF LEVEE, 1' EAST

OF LMP 23/24 AND WITNESS POST. SET 1' BELOW GROUND.

MD-6 271.96

N: 13171331.25

E: 2485062.137

USACE GRID POINT USED AS CONTROL FOR SURVEY SEA 16012 (2018). 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, TURN LEFT AND

GO NORTH ALONG LEVEE FOR 0.3 MILES TO LMP 20/21. MARK IS ON LEFT, 2' SOUTH OF LEVEE MILE

POST 20/21, 11 FEET WEST OF THE CENTER LINE OF LEVEE AND 1.0' BELOW GROUND.

PROPOSED RELIEF WELL

PROP. CONTOUR MINOR

PROP. CONTOUR MAJOR

SILT FENCE

RIPRAP

COMM

C/E

GAS

SAN

G-002

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PROJECT LOCATION

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BASELINE COORDINATE TABLE

PI Station Monument Type Northing Easting Distance Direction

54+25.00 Type G - P-8-4-97 13153651.38 2467289.61

610.31 N42° 34' 02.83"E

60+35.31 FND Iron Rod 13154100.86 2467702.46

1478.55 N8° 46' 35.77"E

75+13.86 FND Iron Rod 13155562.09 2467928.06

614.27 S87° 18' 29.25"E

81+28.12 Set Iron Rod 13155533.24 2468541.65

375.53 N55° 34' 59.75"E

85+03.66 Set Iron Rod 13155745.50 2468851.44

415.25 N87° 29' 26.13"E

89+18.90 Set Iron Rod 13155763.68 2469266.29

678.32 N10° 36' 11.96"E

95+97.23 FND Iron Rod 13156430.42 2469391.11

430.06 N43° 12' 05.80"E

100+27.29 FND Iron Rod 13156743.91 2469685.52

502.06 N8° 47' 02.68"E

105+29.35 FND Iron Rod 13157240.08 2469762.19

135.99 N35° 46' 43.65"E

106+65.34 FND Iron Rod 13157350.41 2469841.70

405.42 N69° 39' 38.13"E

110+70.76 FND Iron Rod 13157491.33 2470221.84

586.65 S19° 02' 41.19"E

116+57.41 FND Iron Rod 13156936.78 2470413.27

737.14 N56° 31' 16.46"E

123+94.55 FND Iron Rod 13157343.41 2471028.11

286.22 S52° 21' 20.78"E

126+80.77 FND Iron Rod 13157168.60 2471254.74

510.72 N51° 20' 10.18"E

131+91.49 Type G - P-8-7-97 13157487.68 2471653.53

727.91 N1° 44' 56.76"E

139+19.41 FND Iron Rod 13158215.25 2471675.74

431.99 N22° 06' 52.11"E

143+51.40 FND Iron Rod 13158615.46 2471838.37

1129.29 S60° 46' 42.76"E

154+80.68 FND Iron Rod 13158064.16 2472823.94

736.90 N54° 18' 57.85"E

162+17.58 Type G - P-8-8-97 13158494.00 2473422.49

257.61 N11° 39' 47.69"E

164+75.19 FND Iron Rod 13158746.29 2473474.56

354.82 N73° 18' 56.06"E

168+30.01 FND Iron Rod 13158848.16 2473814.45

333.96 N4° 17' 39.83"E

171+63.97 FND Iron Rod 13159181.18 2473839.46

500.93 N77° 19' 51.20"E

176+64.89 FND Iron Rod 13159291.04 2474328.19

578.72 N44° 25' 56.05"E

182+43.61 FND Iron Rod 13159704.29 2474733.33

714.45 N34° 36' 06.45"E

189+58.06 Type G - P-8-9-97 13160292.37 2475139.04

437.76 N0° 50' 43.98"W

193+95.82 FND Iron Rod 13160730.08 2475132.58

229.32 N86° 51' 28.07"E

196+25.14 FND Iron Rod 13160742.65 2475361.56

483.17 S30° 59' 00.61"E

201+08.31 FND Iron Rod 13160328.41 2475610.29

400.10 N76° 42' 54.90"E

205+08.41 FND Iron Rod 13160420.35 2475999.68

398.39 N15° 19' 11.88"E

209+06.80 Set Iron Rod 13160804.59 2476104.94

984.14 S88° 59' 11.72"E

218+90.94 Type G - P-8-10-97 13160787.18 2477088.93

870.97 N47° 31' 40.61"E

227+61.92 Set Iron Rod 13161375.29 2477731.36

283.03 N73° 18' 47.60"E

230+44.95 Set Iron Rod 13161456.56 2478002.47

297.00 N32° 50' 34.63"E

233+41.95 FND Iron Rod 13161706.09 2478163.55

400.36 N7° 23' 31.80"W

237+42.31 FND Iron Rod 13162103.12 2478112.04

321.66 N53° 45' 49.44"W

240+63.97 Set Iron Rod 13162293.26 2477852.59

361.18 N50° 23' 43.17"E

244+25.15 Type G - P-8-11-97 13162523.51 2478130.87

347.75 N77° 15' 31.35"E

247+72.90 Set Iron Rod 13162600.20 2478470.05

902.10 N79° 40' 44.21"E

BASELINE COORDINATE TABLE

PI Station Monument Type Northing Easting Distance Direction

256+75.00 FND Iron Rod 13162761.83 2479357.55

1131.14 N62° 06' 38.41"E

268+06.14 Set Iron Rod 13163290.94 2480357.32

770.98 N71° 58' 45.47"E

275+77.13 Type G - P-8-12-97 13163529.45 2481090.48

463.31 N58° 26' 23.53"E

280+40.44 Set Iron Rod 13163771.94 2481485.26

876.46 N31° 43' 00.53"E

289+16.89 Set Iron Rod 13164517.51 2481946.03

704.22 N41° 40' 15.50"E

296+21.12 Set Iron Rod 13165043.54 2482414.24

325.90 N49° 04' 44.91"E

299+47.01 Set Iron Rod 13165257.01 2482660.49

443.56 N48° 30' 16.16"E

303+90.57 Type G - P-8-13-97 13165550.90 2482992.72

743.77 N31° 08' 04.86"E

311+34.34 Set Iron Rod 13166187.53 2483377.29

233.85 S76° 02' 58.86"E

313+68.19 FND Iron Rod 13166131.15 2483604.24

558.36 S76° 41' 46.86"E

319+26.55 Set Iron Rod 13166002.67 2484147.61

533.10 N70° 36' 42.25"E

324+59.65 FND Iron Rod 13166179.64 2484650.48

420.22 N62° 12' 45.71"E

328+79.86 Type G - P-8-14-97 13166375.54 2485022.24

301.18 N84° 25' 12.82"E

331+81.04 Set Iron Rod 13166404.83 2485321.99

270.18 N78° 15' 06.16"E

334+51.22 Set Iron Rod 13166459.84 2485586.51

600.26 N56° 17' 19.99"E

340+51.48 FND Iron Rod 13166792.99 2486085.83

750.78 N45° 14' 51.49"E

348+02.26 FND Iron Rod 13167321.57 2486619.00

415.52 N29° 06' 58.70"E

352+17.77 FND Iron Rod 13167684.58 2486821.19

578.13 N0° 15' 19.43"W

357+95.90 Type G - P-8-15-97 13168262.70 2486818.61

900.38 N5° 58' 52.74"W

366+96.28 FND Iron Rod 13169158.17 2486724.79

ALIGNMENT COORDINATE TABLES

SCALE: NTS

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B-001

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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

A R

I N

I L S

G R

A V

E L

S A

N D

CLEAN

GRAVEL

CLEAN

SAND

GRAVEL

W/ FINES

SAND

W/ FINES

SILTS &

CLAYS

SILTS &

CLAYS

F I N

R A

I N

I L

S ML

M o r e t h a n l f o f c o a r s e f r a c t i o n i s s m a l l e r t h a n

N o s i e v z e

M o l f o f c o a r s e f r a c t i o n i s l a r g e r t h a n

N o e z e

M o l f o f m a t e r i a l b y w e i g h t i s l a r g e r t h o e z e

M o l f o f m a t e r i a l b y w e i g h t i s s m a l l e r t h e z e

(Little or No Fines)

(Appreciable

Amount of Fines)

(Appreciable

Amount of Fines)

(Liquid Limit < 50)

(Liquid Limit > 50)

NOTE:

- 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

UNIFIED SOIL CLASSIFICATION SYSTEM

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 n e n e

0 20 40 60 80 100

L A

S T

I C

I T

I N

D E

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 * *

2. GROUND WATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUND WATER SURFACES ENCOUNTERED

IN SUCH BORINGS ON THE DATES SHOWN. ABSENCE OF GROUND WATER SURFACE DATE ON ALL OR CERTAIN BORINGS

INDICATES THAT NO GROUND WATER DATA IS AVAILABLE FROM THE BORING OR THAT NO GROUND WATER SURFACE

WAS RECORDED, AND THE ABSENCE OF SUCH DATA IS NOT A REPRESENTATION THAT GROUND WATER WILL NOT BE

ENCOUNTERED AT THE LOCATION OR WITHIN THE VERTICAL REACH OF THE BORING. THE GROUNDWATER TABLE IS

EXPECTED TO FLUCTUATE DEPENDING ON WATER LEVELS OF NEARBY BODIES OF WATER, SEASONAL VARIATIONS, AND WEATHER CONDITIONS.

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

FAT CLAY, inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

Variable mixed silts, clays and sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION SYSTEM

SYMB

V O

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H A

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R /W

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R /W

R/W

R W

R /W

R W

MATCH LINE - STA. 109+00

1 ROW

2 ROW

3 ROW

4 ROW

5 ROW

6 ROW

7 ROW

8 ROW

9 ROW

10 ROW

11 ROW

12 ROW

13 ROW

14 ROW

15 ROW

16 ROW

17 ROW

18 ROW

19 ROW

20 ROW

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22 ROW

23 ROW

24 ROW

25 ROW

26 ROW

27 ROW

28 ROW

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30 ROW

31 ROW

32 ROW

33 ROW

34 ROW

36 ROW

303 ROW

304 ROW

305 ROW

306 ROW

307 ROW

308 ROW

309 ROW

310 ROW

311 ROW

312 ROW

313 ROW

314 ROW

315 ROW

316 ROW

317 ROW

318 ROW

319 ROW

320 ROW

321 ROW

322 ROW

323 ROW

324 ROW

325 ROW

326 ROW

327 ROW

328 ROW

329 ROW

330 ROW

331 ROW

332 ROW

333 ROW

334 ROW

335 ROW

336 ROW

337 ROW

338 ROW

339 ROW

340 ROW

341 ROW

342 ROW

343 ROW

344 ROW

345 ROW

346 ROW

347 ROW

348 ROW

349 ROW

350 ROW

351 ROW

352 ROW

353 ROW

354 ROW

355 ROW

356 ROW

357 ROW

358 ROW

359 ROW

360 ROW

361 ROW

362 ROW

363 ROW

364 ROW

365 ROW

366 ROW

367 ROW

S T

STA: 110+71

S T

54+25=P-8-4-97

BL STA. 54+25.00

FND TYPE G MONUMENT

X = 2467289.610

Y = 13153651.376

Z = 254.51

I O

50' WIDE RIGHT OF WAY FOR HAUL ROAD.

HAUL ROAD SHALL BE CONSTRUCTED A

MINIMUM OF 10' FROM THE CHANNEL TOP OF

BANK. CONTRACTOR SHALL COORDINATE

WITH THE CONTRACTING OFFICER SHOULD

ADJUSTMENTS IN THE FIELD BE NECESSARY.

CONSTRUCTION GATE,

REFER TO DETAIL D5/C-501.

CONTRACTOR SHALL

MAINTAIN CONTROL OF

SITE ACCESS 24 HRS/DAY,

7 DAYS/WEEK.

CONTRACTOR SHALL

PROVIDE A MINIMUM OF 2

DUPLICATE KEYS FOR ALL

LOCKS TO THE

CONTRACTING OFFICER.

(TYP)

00 200' 400'

1" = 200'

C-100

B E

L O

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L A

S T

L A

M P

O R

G R

I F

F I T

G I A

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A L L A

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C L A

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

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N G

I N

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R S

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M P

H I S

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M E

M P

T R

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FLO

BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

SITE LAYOUT AND ACCESS NOTES:

1. AERIAL IMAGERY FROM 2018.

2. CONTRACTOR WILL BE REQUIRED TO PROVIDE MATERIAL TO CONSTRUCT

ACCESS HAUL ROADS TO REACH THE PROJECT AREA. ONCE

CONTRACTOR GAINS ACCESS TO EXISTING SPOIL BANK, THE

CONTRACTOR MAY USE THIS MATERIAL CONSTRUCT ALL OTHER ACCESS

ROUTES NECESSARY FOR CONSTRUCTION.

3. CONSTRUCTION ACCESS ROADS SHALL MEET THE REQUIREMENTS OF

EM-385-1-1 FOR ONE-WAY HAULING.

4. CONSTRUCT LOW WATER HAUL ROAD CROSSINGS IN ACCORDANCE WITH

DETAILS ON SHEET C-500.

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

1 ROW 2467308.36 13154182.16 58+28.60 -345.244'

2 ROW 2467421.21 13154329.35 62+18.21 -312.819'

3 ROW 2467437.62 13154822.55 67+08.14 -371.855'

4 ROW 2467437.45 13155142.50 70+24.32 -420.841'

5 ROW 2467477.03 13155347.46 72+32.92 -412.998'

6 ROW 2467590.80 13155609.04 75+08.79 -340.473'

7 ROW 2467682.66 13155719.44 199+78.58 9,169.140'

8 ROW 2467792.73 13155789.10 199+75.53 9,038.915'

9 ROW 2468094.43 13155890.34 76+64.63 -335.700'

10 ROW 2468242.38 13155870.70 78+13.34 -323.031'

11 ROW 2468573.00 13155987.45 84+10.71 -356.978'

12 ROW 2468980.76 13156024.27 86+45.05 -272.845'

13 ROW 2469087.45 13156145.10 92+60.91 -245.975'

14 ROW 2469074.81 13156331.18 94+41.48 -292.640'

15 ROW 2469140.98 13156479.12 88+25.04 -720.244'

16 ROW 2469441.92 13156911.31 101+55.53 -266.305'

17 ROW 2469466.55 13157130.40 103+75.81 -275.422'

18 ROW 2469587.47 13157386.29 105+45.82 -227.228'

19 ROW 2469633.79 13157559.62 132+01.76 -2,020.991'

20 ROW 2469675.79 13157643.91 132+87.29 -1,981.583'

21 ROW 2469819.65 13157720.05 107+73.15 -354.256'

22 ROW 2469663.77 13157952.36 107+07.73 -626.263'

23 ROW 2469565.46 13158107.48 106+69.47 -805.882'

24 ROW 2469605.14 13158137.95 107+17.27 -820.660'

25 ROW 2469706.19 13157978.88 107+56.73 -636.385'

26 ROW 2469872.86 13157730.47 108+26.66 -345.532'

324 ROW 2469858.21 13157514.93 107+38.01 -148.522'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

325 ROW 2469836.52 13157504.30 107+13.98 -146.093'

326 ROW 2469807.19 13157411.39 Out of range Out of range

327 ROW 2469780.32 13157302.56 105+90.64 -21.816'

328 ROW 2469700.96 13157142.19 104+23.26 -45.558'

329 ROW 2469652.14 13157030.74 103+05.66 -76.785'

330 ROW 2469651.71 13156838.65 101+15.76 -47.876'

331 ROW 2469612.66 13156737.47 99+72.72 -48.701'

332 ROW 2469544.69 13156665.49 98+73.72 -48.969'

333 ROW 2469470.45 13156603.32 97+77.58 -60.527'

334 ROW 2469430.16 13156544.13 97+06.85 -49.377'

335 ROW 2469405.49 13156497.38 96+55.89 -35.356'

336 ROW 2469293.58 13156354.07 95+04.24 -81.813'

337 ROW 2469272.88 13156309.45 94+56.57 -93.949'

338 ROW 2469276.48 13156253.55 94+02.29 -80.125'

339 ROW 2469301.32 13156156.24 93+11.21 -37.803'

340 ROW 2469306.44 13156048.33 92+06.09 -12.914'

341 ROW 2469291.77 13156001.87 91+57.72 -18.785'

342 ROW 2469254.73 13155968.80 91+18.40 -49.107'

343 ROW 2469236.85 13155964.27 91+10.66 -65.848'

344 ROW 2469085.80 13155859.84 87+42.80 -103.973'

345 ROW 2468991.33 13155807.09 86+46.11 -55.410'

346 ROW 2468949.47 13155799.90 86+03.97 -50.060'

347 ROW 2468792.92 13155817.36 84+96.00 -92.360'

348 ROW 2468697.25 13155804.59 84+09.86 -135.899'

349 ROW 2468610.31 13155766.04 83+16.35 -153.236'

350 ROW 2468575.23 13155735.00 82+69.86 -147.460'

351 ROW 2468465.30 13155591.76 80+49.12 -54.868'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

352 ROW 2468408.30 13155558.10 79+93.75 -18.568'

353 ROW 2468342.10 13155562.20 79+27.44 -19.554'

354 ROW 2468143.58 13155646.48 77+25.18 -94.418'

355 ROW 2468044.99 13155665.64 76+25.80 -108.927'

356 ROW 2467965.35 13155653.34 75+46.82 -92.900'

357 ROW 2467805.35 13155580.67 75+13.49 -124.102'

358 ROW 2467758.41 13155543.30 74+69.40 -164.790'

359 ROW 2467687.26 13155375.16 72+92.37 -209.456'

360 ROW 2467628.58 13155259.41 71+69.02 -249.784'

361 ROW 2467609.08 13155104.78 70+13.23 -245.465'

362 ROW 2467611.31 13154888.74 68+00.06 -210.298'

363 ROW 2467615.95 13154658.79 65+73.51 -170.622'

364 ROW 2467589.11 13154343.89 62+58.20 -149.103'

365 ROW 2467569.49 13154261.28 61+73.56 -155.889'

366 ROW 2467525.60 13154185.99 60+92.46 -187.773'

367 ROW 2467428.04 13154075.99 58+31.37 -185.279'

E V

I S

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D A

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M D

AMENDMENT 0002

AutoCAD SHX Text

IPC

c r o s o f r p o r a t i g i t a l

G l o b

N s t r i b u t i r b u

R W

R /W

R W

R /W

R W

R /W

R W

R /W

MATCH LINE - STA. 109+00

M A

T C

H L I N

T A

16 ROW

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18 ROW

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21 ROW

22 ROW

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281 ROW

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283 ROW

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301 ROW

302 ROW303 ROW

304 ROW

305 ROW

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308 ROW

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312 ROW

313 ROW

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315 ROW

316 ROW

317 ROW

318 ROW

319 ROW

320 ROW

321 ROW

322 ROW

323 ROW

324 ROW

325 ROW

326 ROW

327 ROW

328 ROW

329 ROW

330 ROW

331 ROW

332 ROW

333 ROW

334 ROW

335 ROW

337 ROW

338 ROW

S T

STA: 110+71

S T

132+40=P-8-7-97

BL STA. 131+91.49

FND TYPE G MONUMENT

X = 2471653.529

Y = 13157487.676

Z = 256.81

162+65=P-8-8-97

BL STA. 162+17.58

FOUND TYPE G MON

X = 2473422.485

Y = 13158493.999

Z = 257.39

MD-5 2001

FND MEMPHIS

GRID PT

X = 2473215.24

Y = 13160746.24

Z = 267.58

BORING 2-H90U-97 LOCATION

LEVEE CENTERLINE

50' WIDE RIGHT OF WAY FOR HAUL ROAD.

HAUL ROAD SHALL BE CONSTRUCTED A

MINIMUM OF 10' FROM THE CHANNEL TOP OF

BANK. CONTRACTOR SHALL COORDINATE

WITH THE CONTRACTING OFFICER SHOULD

ADJUSTMENTS IN THE FIELD BE NECESSARY.

50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL ROAD

SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM THE

CHANNEL TOP OF BANK. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER

SHOULD ADJUSTMENTS IN THE FIELD BE NECESSARY.

50'

54 ROW

55 ROW

56 ROW

57 ROW

LEVEE CENTERLINE

CONSTRUCTION GATE, REFER TO

DETAIL D5/C-501. CONTRACTOR SHALL

MAINTAIN CONTROL OF SITE ACCESS

24 HRS/DAY, 7 DAYS/WEEK.

CONTRACTOR SHALL PROVIDE A

MINIMUM OF 2 DUPLICATE KEYS FOR

ALL LOCKS TO THE CONTRACTING

OFFICER. (TYP)

00 200' 400'

1" = 200'

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

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S I Z

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C O

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C H

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S U

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

M E

M P

H I S

E E

M E

M P

T R

I C

C-101

B E

L O

O U

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S T

L A

M P

O R

G R

I F

F I T

G I A

N N

I N

S H

A N

A L L A

H A

BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

27 ROW 2470101.77 13157753.34 110+49.25 -287.411'

28 ROW 2470247.10 13157715.90 119+48.60 -741.516'

29 ROW 2470379.29 13157612.59 120+01.87 -582.426'

30 ROW 2470444.84 13157456.21 111+76.72 -199.338'

31 ROW 2470587.50 13157466.35 112+13.69 -337.499'

32 ROW 2470704.48 13157592.14 122+61.82 -385.985'

33 ROW 2470857.91 13157677.42 126+88.80 -645.218'

34 ROW 2471042.99 13157691.24 128+41.95 -540.380'

35 ROW 2471218.96 13157608.81 129+27.85 -366.080'

36 ROW 2471315.75 13157682.05 133+75.47 -343.551'

37 ROW 2471329.74 13157801.23 134+95.02 -333.206'

38 ROW 2471391.22 13158078.94 137+74.48 -280.231'

39 ROW 2471429.99 13158464.10 140+57.43 -321.356'

40 ROW 2471469.53 13158614.40 142+11.56 -341.307'

41 ROW 2471523.16 13158729.40 143+38.29 -334.915'

42 ROW 2471613.64 13158820.95 Out of range Out of range

43 ROW 2471854.90 13158902.49 163+00.73 -1,617.799'

44 ROW 2471980.70 13158907.74 163+31.31 -1,495.658'

45 ROW 2472156.59 13158868.73 145+05.48 -376.392'

46 ROW 2472408.98 13158686.03 148+14.94 -340.156'

47 ROW 2472649.01 13158488.48 151+20.86 -284.925'

48 ROW 2472831.46 13158529.22 157+58.07 -373.361'

49 ROW 2472823.22 13158754.53 158+82.80 -561.175'

50 ROW 2472872.68 13158946.72 160+35.08 -688.430'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

272 ROW 2473076.33 13158870.70 161+56.15 -507.893'

273 ROW 2473045.91 13158815.77 164+56.58 -433.852'

274 ROW 2473033.34 13158697.37 160+20.12 -392.183'

275 ROW 2473042.30 13158663.61 160+07.71 -359.535'

276 ROW 2473084.33 13158594.81 160+01.72 -279.136'

277 ROW 2473137.79 13158476.31 159+76.02 -151.699'

278 ROW 2473124.88 13158437.89 159+43.12 -128.024'

279 ROW 2473064.74 13158372.14 158+55.92 -109.700'

280 ROW 2472951.58 13158272.83 157+06.08 -95.043'

281 ROW 2472893.28 13158213.12 156+23.89 -80.551'

282 ROW 2472776.78 13158159.71 153+92.87 -60.369'

283 ROW 2472710.30 13158175.78 153+27.01 -41.941'

284 ROW 2472603.80 13158260.75 151+92.58 -64.105'

285 ROW 2472548.17 13158315.15 151+17.47 -84.423'

286 ROW 2472399.21 13158416.89 149+37.80 -100.497'

287 ROW 2472250.96 13158560.65 147+38.23 -153.587'

288 ROW 2472144.40 13158647.59 146+02.79 -177.442'

289 ROW 2472050.69 13158704.91 144+93.02 -181.719'

290 ROW 2471956.37 13158714.19 144+06.18 -143.772'

291 ROW 2471860.54 13158707.40 Out of range Out of range

292 ROW 2471745.44 13158674.06 Out of range Out of range

293 ROW 2471700.30 13158644.73 143+26.54 -138.934'

294 ROW 2471638.43 13158546.82 142+12.54 -159.387'

295 ROW 2471633.34 13158538.76 142+03.16 -161.068'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

296 ROW 2471610.63 13158424.06 140+88.35 -138.928'

297 ROW 2471578.91 13158068.98 137+70.25 -92.320'

298 ROW 2471520.14 13157819.18 135+18.77 -143.442'

299 ROW 2471509.92 13157756.84 134+56.15 -151.751'

300 ROW 2471573.17 13157576.59 132+77.91 -83.028'

301 ROW 2471568.32 13157536.47 132+37.67 -86.652'

302 ROW 2471531.85 13157483.39 130+93.81 -72.670'

303 ROW 2471380.34 13157394.96 129+20.26 -98.278'

304 ROW 2471313.86 13157340.99 128+34.63 -97.670'

305 ROW 2471258.47 13157319.37 127+77.88 -115.391'

306 ROW 2471222.19 13157328.33 125+57.45 -106.597'

307 ROW 2471138.10 13157399.95 124+47.12 -111.949'

308 ROW 2471028.88 13157508.80 127+16.96 -406.739'

309 ROW 2470994.64 13157517.83 126+95.86 -435.182'

310 ROW 2470879.16 13157498.47 123+55.85 -211.498'

311 ROW 2470804.73 13157442.30 122+62.79 -205.702'

312 ROW 2470752.32 13157386.76 121+88.43 -188.290'

313 ROW 2470631.04 13157221.17 119+95.93 -117.072'

314 ROW 2470569.06 13157151.36 119+05.73 -93.036'

315 ROW 2470533.64 13157130.33 118+64.58 -95.032'

316 ROW 2470501.32 13157141.38 118+43.72 -122.077'

317 ROW 2470403.39 13157206.57 113+99.17 -78.702'

318 ROW 2470354.47 13157237.18 113+54.27 -42.448'

319 ROW 2470280.19 13157315.07 112+56.41 2.350'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

320 ROW 2470225.23 13157485.54 110+77.34 -1.323'

321 ROW 2470177.93 13157528.21 110+42.41 -49.845'

322 ROW 2470139.51 13157543.08 110+11.56 -77.142'

323 ROW 2470027.47 13157543.84 109+06.77 -116.798'

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AMENDMENT 0002

R /W

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R/W R/W

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207 ROW

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249 ROW

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251 ROW

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253 ROW

254 ROW

255 ROW

256 ROW

257 ROW

258 ROW

259 ROW

260 ROW

261 ROW

262 ROW

263 ROW

264 ROW

265 ROW

266 ROW

267 ROW

268 ROW

269 ROW

270 ROW

271 ROW

272 ROW

273 ROW

274 ROW

275 ROW

276 ROW

277 ROW

278 ROW

279 ROW

280 ROW

281 ROW

S T

162+65=P-8-8-97

BL STA. 162+17.58

FOUND TYPE G MON

X = 2473422.485

Y = 13158493.999

Z = 257.39

190+05=P-8-9-97

BL STA. 189+57.98

FOUND TYPE G MON

X = 2475139.118

Y = 13160292.216

Z = 259.14

219+72=P-8-10-97

BL STA. 218+90.48

FOUND TYPE G MON

X = 2477088.796

Y = 13160787.518

Z = 258.54

MD-5 2001

FND MEMPHIS

GRID PT

X = 2473215.24

Y = 13160746.24

Z = 267.58

P -8

-1 -9

B L S

T A

F O

U N

D T

Y P

E G

M O

50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL ROAD

SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM THE

CHANNEL TOP OF BANK. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER

SHOULD ADJUSTMENTS IN THE FIELD BE NECESSARY.

54 ROW

55 ROW

56 ROW

57 ROW

CONSTRUCTION GATE, REFER TO

DETAIL D5/C-501. CONTRACTOR SHALL

MAINTAIN CONTROL OF SITE ACCESS

24 HRS/DAY, 7 DAYS/WEEK.

CONTRACTOR SHALL PROVIDE A

MINIMUM OF 2 DUPLICATE KEYS FOR

ALL LOCKS TO THE CONTRACTING

OFFICER. (TYP)

00 200' 400'

1" = 200'

S O

L I C

I T

A T

I O

D E

S I G

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D E

S C

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US Army Corps of Engineers

U S

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C-102

B E

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G R

I F

F I T

G I A

N N

I N

F L O

BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

51 ROW 2472996.56 13159126.32 170+46.15 -836.422'

52 ROW 2473052.44 13159308.50 150+72.63 -1,197.538'

53 ROW 2473172.39 13159501.94 150+82.88 -1,424.919'

54 ROW 2473284.36 13159593.57 165+36.25 -866.216'

55 ROW 2472708.81 13160296.90 189+98.46 -2,429.895'

56 ROW 2472747.51 13160328.57 190+29.55 -2,390.737'

57 ROW 2473323.06 13159625.23 165+82.41 -885.438'

58 ROW 2473363.76 13159658.54 166+30.96 -905.657'

59 ROW 2473655.16 13159756.75 153+79.82 -1,882.983'

60 ROW 2473808.71 13159739.19 172+56.35 -551.170'

61 ROW 2474093.99 13159665.25 175+18.47 -416.463'

62 ROW 2474227.39 13159716.54 178+98.17 -369.853'

63 ROW 2474478.88 13159955.15 183+05.61 -351.894'

64 ROW 2474710.24 13160130.94 185+81.69 -261.283'

65 ROW 2474890.04 13160762.19 205+44.92 -1,160.524'

66 ROW 2474931.09 13160828.68 206+19.90 -1,138.500'

67 ROW 2475044.87 13160937.27 207+54.69 -1,057.454'

68 ROW 2475222.32 13161005.42 195+00.52 -270.010'

69 ROW 2475354.98 13161005.49 209+02.42 -776.388'

70 ROW 2475466.03 13160958.24 201+12.64 -646.122'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

71 ROW 2475567.57 13160841.38 196+46.55 -227.446'

72 ROW 2475681.69 13160762.54 197+72.89 -284.697'

73 ROW 2475839.97 13160800.30 208+32.66 -254.419'

74 ROW 2475931.17 13160946.44 197+43.66 -593.250'

75 ROW 2476050.36 13161037.01 197+27.37 -742.058'

76 ROW 2476261.30 13161116.84 210+57.62 -314.969'

77 ROW 2476358.17 13161123.46 211+54.35 -323.301'

78 ROW 2476687.47 13161089.00 214+84.21 -294.670'

79 ROW 2476790.87 13161089.46 215+87.59 -296.959'

217 ROW 2476850.99 13160908.55 216+50.90 -117.141'

218 ROW 2476576.79 13160912.62 213+76.67 -116.361'

219 ROW 2476470.11 13160933.55 212+69.63 -135.400'

220 ROW 2476405.84 13160941.68 212+05.23 -142.392'

221 ROW 2476231.27 13160886.89 210+31.66 -84.523'

222 ROW 2476158.11 13160856.77 209+59.04 -53.114'

223 ROW 2476101.10 13160823.08 199+36.89 -675.426'

224 ROW 2476047.18 13160749.49 208+38.40 -41.150'

225 ROW 2476002.11 13160648.15 207+28.75 -57.844'

226 ROW 2475921.29 13160537.78 206+00.95 -106.628'

227 ROW 2475880.16 13160506.58 204+11.90 -111.385'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

228 ROW 2475804.88 13160480.36 203+32.61 -103.165'

229 ROW 2475695.22 13160467.20 202+22.86 -115.557'

230 ROW 2475616.61 13160486.92 199+75.68 -87.013'

231 ROW 2475571.82 13160513.63 199+29.72 -62.364'

232 ROW 2475507.42 13160595.81 198+26.11 -49.459'

233 ROW 2475486.36 13160631.21 197+84.92 -49.627'

234 ROW 2475388.82 13160752.44 196+30.78 -28.413'

235 ROW 2475331.50 13160796.79 195+98.09 -55.709'

236 ROW 2475279.30 13160803.29 195+46.33 -65.061'

237 ROW 2475180.03 13160776.39 194+45.73 -43.643'

238 ROW 2475113.52 13160724.45 193+90.47 -19.145'

239 ROW 2475065.72 13160647.02 193+13.76 -68.082'

240 ROW 2475055.71 13160578.71 192+45.60 -79.099'

241 ROW 2475071.76 13160439.11 191+05.78 -65.111'

242 ROW 2475093.48 13160241.67 188+90.46 -8.714'

243 ROW 2475081.03 13160189.28 188+40.27 10.791'

244 ROW 2474995.71 13160094.79 187+14.04 -5.782'

245 ROW 2474882.29 13160003.44 185+74.44 -47.265'

246 ROW 2474745.18 13159901.45 184+12.63 -102.206'

247 ROW 2474649.21 13159830.62 182+99.83 -140.976'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

248 ROW 2474613.85 13159807.58 182+60.78 -157.000'

249 ROW 2474520.25 13159722.84 181+07.69 -165.141'

250 ROW 2474451.02 13159626.81 179+90.65 -147.349'

251 ROW 2474364.05 13159520.25 178+53.67 -134.854'

252 ROW 2474332.95 13159489.34 178+09.83 -135.422'

253 ROW 2474280.13 13159447.77 177+43.17 -144.038'

254 ROW 2474140.28 13159371.69 174+99.25 -119.898'

255 ROW 2474003.64 13159323.72 173+55.42 -103.064'

256 ROW 2473903.65 13159320.83 172+57.23 -122.174'

257 ROW 2473883.41 13159328.25 172+39.11 -133.853'

258 ROW 2473827.40 13159396.65 171+99.46 -212.872'

259 ROW 2473772.02 13159513.10 171+70.97 -338.632'

260 ROW 2473749.44 13159532.44 198+32.76 2,005.099'

261 ROW 2473703.00 13159547.11 197+96.28 2,037.360'

262 ROW 2473593.64 13159523.95 168+12.52 -710.736'

263 ROW 2473445.44 13159459.62 166+52.09 -691.662'

264 ROW 2473392.64 13159418.07 165+89.58 -667.020'

265 ROW 2473324.55 13159350.06 165+04.83 -621.422'

266 ROW 2473276.55 13159280.64 152+81.82 -1,282.630'

267 ROW 2473246.41 13159215.74 171+54.03 -593.972'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

268 ROW 2473233.21 13159187.37 171+24.75 -605.011'

269 ROW 2473199.19 13159050.32 169+85.53 -628.673'

270 ROW 2473155.39 13158973.03 169+05.18 -666.562'

271 ROW 2473124.68 13158928.11 168+58.09 -693.822'

V O

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74 ROW

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78 ROW

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80 ROW

81 ROW

82 ROW

83 ROW

84 ROW

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98 ROW

99 ROW

100 ROW

176 ROW

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179 ROW

180 ROW

181 ROW

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184 ROW

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186 ROW

187 ROW

188 ROW

189 ROW

190 ROW

191 ROW

192 ROW

193 ROW

194 ROW

195 ROW

196 ROW

197 ROW

198 ROW

199 ROW

200 ROW

201 ROW

202 ROW

203 ROW

204 ROW

205 ROW

206 ROW

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208 ROW

209 ROW

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213 ROW214 ROW

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219 ROW

220 ROW

221 ROW

222 ROW

223 ROW

224 ROW

S T

STA: 237+42

STA: 240+64

S T

245+08=P-8-11-97

BL STA. 244+24.59

FOUND TYPE G MON

X = 2478131.091

Y = 13162523.728

Z = 261.88

219+72=P-8-10-97

BL STA. 218+90.48

FOUND TYPE G MON

X = 2477088.796

Y = 13160787.518

Z = 258.54

276+59=P-8-12-97

BL STA. 275+76.25

FOUND TYPE G MON

X = 2481090.433

Y = 13163529.430

Z = 260.92

SEDIMENT TRAP #2

00 200' 400'

1" = 200'

S O

L I C

I T

A T

I O

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S C

R I P

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US Army Corps of Engineers

U S

R M

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M E

M P

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C-103

B E

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P O

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F I T

I A

N N

I N

H A

L A

H A

RTA 20191223

BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

80 ROW 2476946.23 13161153.24 217+41.80 -363.477'

81 ROW 2477324.85 13161428.12 224+97.74 -313.457'

82 ROW 2477519.30 13161554.50 227+26.51 -275.377'

83 ROW 2477837.19 13161651.97 229+42.73 -234.642'

84 ROW 2477908.48 13161756.53 232+46.00 -241.652'

85 ROW 2477913.21 13161894.18 235+60.68 -224.053'

86 ROW 2477842.39 13162009.82 239+04.65 -234.646'

87 ROW 2477769.07 13162062.10 239+94.69 -235.819'

88 ROW 2477687.27 13162152.17 229+42.75 -756.827'

89 ROW 2477649.87 13162259.51 229+37.75 -870.384'

90 ROW 2477658.45 13162382.50 229+81.29 -985.731'

91 ROW 2477752.70 13162527.08 241+36.07 -243.827'

92 ROW 2477987.09 13162694.48 244+23.37 -223.382'

93 ROW 2478210.84 13162801.96 245+64.57 -253.957'

94 ROW 2478578.66 13162903.26 249+34.05 -278.694'

95 ROW 2478409.35 13163144.58 248+10.71 -546.443'

96 ROW 2479299.69 13163389.14 259+17.29 -581.518'

97 ROW 2479446.44 13163154.21 259+37.11 -305.230'

98 ROW 2479897.55 13163388.11 264+45.23 -300.950'

180 ROW 2480426.77 13163331.22 268+84.65 -16.821'

181 ROW 2480040.48 13163173.26 264+71.06 -44.196'

182 ROW 2479993.36 13163150.86 264+18.94 -46.439'

183 ROW 2479552.64 13162926.83 259+24.61 -54.583'

184 ROW 2479540.69 13162920.34 259+11.01 -54.438'

185 ROW 2479428.77 13162850.36 257+79.36 -44.937'

186 ROW 2479412.74 13162843.09 257+61.79 -46.011'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

187 ROW 2479116.44 13162736.09 254+33.18 -17.878'

188 ROW 2479096.29 13162730.27 254+12.31 -15.763'

189 ROW 2478779.15 13162659.44 250+87.61 -2.899'

190 ROW 2478759.96 13162657.18 250+68.32 -4.114'

191 ROW 2478632.20 13162652.88 249+41.86 -22.773'

192 ROW 2478610.17 13162649.71 249+19.62 -23.601'

193 ROW 2478344.75 13162597.05 246+49.99 -24.560'

194 ROW 2478320.17 13162589.51 246+24.35 -22.626'

195 ROW 2478141.83 13162512.39 244+33.39 13.262'

196 ROW 2478117.84 13162500.54 244+00.47 9.391'

197 ROW 2477881.84 13162328.75 241+09.13 -8.699'

198 ROW 2477884.26 13162267.89 240+23.43 -1.742'

199 ROW 2478019.16 13162144.54 238+41.71 -21.493'

200 ROW 2478067.54 13162084.06 237+66.93 -41.677'

201 ROW 2478105.03 13162013.37 236+54.21 -18.500'

202 ROW 2478130.41 13161940.63 235+78.80 -2.689'

203 ROW 2478140.49 13161871.83 235+09.28 -1.545'

204 ROW 2478141.70 13161809.08 234+46.90 -8.418'

205 ROW 2478103.95 13161649.99 232+62.49 -19.648'

206 ROW 2478068.86 13161585.72 231+89.47 -14.275'

207 ROW 2477960.01 13161468.92 230+07.82 -24.035'

208 ROW 2477880.55 13161422.94 229+18.50 -2.806'

209 ROW 2477761.92 13161406.46 228+00.14 -21.085'

210 ROW 2477703.43 13161403.63 227+60.45 -39.766'

211 ROW 2477641.52 13161399.82 227+12.21 -78.760'

212 ROW 2477542.39 13161357.59 226+10.58 -114.544'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

213 ROW 2477335.95 13161228.73 223+71.30 -158.891'

214 ROW 2477202.62 13161134.83 222+09.55 -179.658'

215 ROW 2477040.61 13160994.08 219+95.01 -185.234'

216 ROW 2476928.57 13160924.82 217+28.18 -134.780'

V O

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T I O c r o s o r p o r a t i g i t a l

G l o

N s t r i b u t i r b

R /W

MATCH LINE STA. 324+00

98 ROW

99 ROW

100 ROW

101 ROW

102 ROW

103 ROW

104 ROW

105 ROW 106 ROW

107 ROW

108 ROW

109 ROW

110 ROW

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112 ROW

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179 ROW

180 ROW

181 ROW

182 ROW

S T

276+59=P-8-12-97

BL STA. 275+76.25

FOUND TYPE G MON

X = 2481090.433

Y = 13163529.430

Z = 260.92

304+73=P-8-13-97

BL STA. 303+89.64

FOUND TYPE G MON

X = 2482993.237

Y = 13165550.154

Z = 262.50

50' WIDE RIGHT OF WAY FOR HAUL ROAD. HAUL

ROAD SHALL BE CONSTRUCTED A MINIMUM OF 10'

FROM THE CHANNEL TOP OF BANK. CONTRACTOR

SHALL COORDINATE WITH THE CONTRACTING

OFFICER SHOULD ADJUSTMENTS IN THE FIELD BE

NECESSARY.

S E

E N

T T

R A

CONSTRUCTION GATE, REFER TO

DETAIL D5/C-501. CONTRACTOR SHALL

MAINTAIN CONTROL OF SITE ACCESS

24 HRS/DAY, 7 DAYS/WEEK.

CONTRACTOR SHALL PROVIDE A

MINIMUM OF 2 DUPLICATE KEYS FOR

ALL LOCKS TO THE CONTRACTING

OFFICER. (TYP)

S O

L I C

I T

A T

I O

D E

S I G

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US Army Corps of Engineers

U S

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00 200' 400'

1" = 200'

C-104

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BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

EXIST LOW WATER HAUL

ROAD CROSSING. REPAIR

AS NECESSARY

EXIST 9'x6' STEEL

ARCH PIPE CULVERTS

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

99 ROW 2480470.21 13163619.17 270+15.04 -277.207'

100 ROW 2480812.89 13163757.44 273+83.69 -302.682'

101 ROW 2481179.64 13164106.30 281+64.19 -435.759'

102 ROW 2481404.16 13164319.46 284+63.55 -356.832'

103 ROW 2482179.66 13165140.66 295+37.70 -239.795'

104 ROW 2481321.73 13165950.84 295+72.49 -1,419.295'

105 ROW 2480967.91 13166333.13 239+39.22 5,100.021'

106 ROW 2481039.85 13166386.12 239+12.53 5,185.290'

107 ROW 2481396.58 13166017.19 Out of range Out of range

108 ROW 2481359.29 13165984.14 Out of range Out of range

109 ROW 2482213.99 13165177.01 295+87.68 -238.321'

110 ROW 2482455.84 13165433.12 299+07.73 -267.120'

111 ROW 2482802.15 13165858.02 305+54.92 -321.918'

112 ROW 2483109.24 13166305.21 310+96.48 -290.283'

113 ROW 2483252.93 13166410.84 Out of range Out of range

114 ROW 2483659.75 13166403.62 313+56.38 -277.813'

115 ROW 2483446.03 13166444.25 311+39.17 -265.720'

116 ROW 2484147.20 13166398.59 320+57.59 -373.603'

160 ROW 2484167.38 13166152.06 319+94.79 -134.355'

161 ROW 2483702.87 13166163.28 314+56.79 -53.961'

162 ROW 2483389.40 13166199.87 311+43.12 -14.896'

163 ROW 2483337.99 13166180.81 311+08.27 -30.161'

164 ROW 2483297.19 13166148.27 310+59.32 -48.261'

165 ROW 2483230.48 13166031.13 309+24.56 -44.794'

166 ROW 2483076.80 13165807.09 306+53.33 -60.499'

167 ROW 2483005.65 13165738.55 305+57.88 -85.959'

168 ROW 2482933.49 13165647.65 304+42.76 -100.728'

169 ROW 2482898.32 13165615.10 303+62.40 -110.637'

170 ROW 2482855.76 13165569.31 303+00.19 -104.539'

171 ROW 2482764.38 13165456.47 301+56.98 -80.565'

172 ROW 2482746.79 13165413.31 301+15.21 -59.893'

173 ROW 2482663.00 13165281.57 299+65.17 -16.731'

174 ROW 2481402.34 13163969.48 281+64.88 -174.388'

175 ROW 2481262.44 13163831.94 278+81.97 -167.747'

176 ROW 2481116.03 13163702.47 276+89.46 -134.057'

177 ROW 2480916.81 13163531.87 274+12.73 -56.029'

178 ROW 2480899.04 13163521.37 273+92.58 -51.542'

179 ROW 2480753.17 13163462.63 272+35.69 -40.809'

V O

L U

E L O

W Y

H A

N N

E L

L E

A N

O U

C L A

E N

O U

N T

I E

R K

A N

S A

B E

L O

W Y

H A

N N

E L

L E

A N

O U

B E

L O

I G

G O

T T

S E

E P

A G

E M

E D

I A

T I O

E V

I S

O R

D A

N C

I T

M D

T c r o s o r p o r a t i g i t a l G l o

N s t r i b u t i r b c r o s o r p o r a t i g i t a l G l o

N s t r i b u t i r b

R /W

R/W

R /W

R W

R /W

MATCH LINE STA. 324+00

111 ROW

112 ROW

113 ROW

114 ROW

115 ROW

116 ROW

117 ROW

118 ROW

119 ROW

120 ROW

121 ROW

122 ROW

123 ROW

124 ROW

125 ROW

126 ROW

127 ROW

153 ROW

154 ROW

155 ROW

156 ROW

157 ROW

158 ROW

159 ROW

160 ROW

161 ROW

162 ROW

163 ROW

164 ROW

165 ROW

166 ROW

167 ROW

168 ROW

169 ROW

170 ROW

171 ROW

172 ROW

S T

329+17=P-8-14-97

BL STA. 328+79.56

FOUND TYPE G MON

X = 2485022.375

Y = 13166375.697

Z = 264.18

358+03=P-8-15-97

BL STA. 357+95.44

FOUND TYPE G MON

X = 2486818.608

Y = 13168262.698

Z = 265.50

BORING 1-H90U-97

LOCATION

128 ROW

129 ROW

130 ROW

131 ROW

132 ROW

133 ROW

142 ROW

143 ROW

144 ROW

145 ROW

146 ROW

147 ROW

148 ROW

149 ROW

150 ROW

151 ROW

152 ROW

50' WIDE RIGHT OF WAY FOR HAUL

ROAD. HAUL ROAD SHALL BE

CONSTRUCTED A MINIMUM OF 10'

FROM THE CHANNEL TOP OF BANK.

CONTRACTOR SHALL COORDINATE

WITH THE CONTRACTING OFFICER

SHOULD ADJUSTMENTS IN THE FIELD

BE NECESSARY.

SEDIMENT TRAP #1

134 ROW

135 ROW

136 ROW

137 ROW

138 ROW

139 ROW

140 ROW

141 ROW

CONSTRUCTION GATE. REFER TO

DETAIL D5/C-501. CONTRACTOR SHALL

MAINTAIN CONTROL OF SITE ACCESS

24 HRS/DAY, 7 DAYS/WEEK.

CONTRACTOR SHALL PROVIDE A

MINIMUM OF 2 DUPLICATE KEYS FOR

ALL LOCKS TO THE CONTRACTING

OFFICER. (TYP)

DEMOLISH CANOPY STRUCTURE, INCLUDING STEEL STRUCTURE,

COLUMNS, AND ANY CONCRETE PEDESTALS DOWN TO AN ELEVATION

2” BELOW SURROUNDING CONCRETE SURFACE. GRIND SMOOTH ALL

STEEL, REBAR, AND ANCHOR BOLTS FLUSH 2” BELOW SURROUNDING

CONCRETE SURFACE. REMOVE ALL MATERIAL FROM CONSTRUCTION

SITE AND DISPOSE IN ACCORDANCE WITH ALL SPECIFICATIONS,

LOCAL, STATE, AND FEDERAL LAWS AND ORDINANCES.

CONSTRUCT BARRICADES AT ALL

ENTRANCES NOT USED BY

CONSTRUCTION TRAFFIC. AT THE

END OF EACH DAY THE

CONTRACTOR SHALL BARRICADE

ALL ENTRANCES AND LOCK ALL

GATES.

CONSTRUCTION GATE. REFER TO DETAIL

D5/C-501. CONTRACTOR SHALL MAINTAIN

CONTROL OF SITE ACCESS 24 HRS/DAY, 7

DAYS/WEEK. CONTRACTOR SHALL

PROVIDE A MINIMUM OF 2 DUPLICATE

KEYS FOR ALL LOCKS TO THE

CONTRACTING OFFICER. (TYP)

00 200' 400'

1" = 200'

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

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S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

A N

S I

M E

M P

H I S

E E

M E

M P

T R

I C

C-105

B E

L O

O U

L A

S T

L A

M P

O R

G R

I F

F I T

G I A

N N

I N

S H

A N

A L L A

H A

BELOW AR HWY 90 ROW LAYOUT PLAN

SCALE: 1"=200'

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

117 ROW 2484525.09 13166444.12 324+29.17 -291.104'

118 ROW 2484998.65 13166641.12 328+82.21 -266.612'

119 ROW 2484900.11 13166909.15 Out of range Out of range

120 ROW 2485803.49 13167269.26 341+86.29 -537.009'

121 ROW 2485928.38 13167012.71 340+94.36 -266.890'

122 ROW 2486252.02 13167213.40 344+65.49 -181.555'

123 ROW 2486290.51 13167259.82 345+25.50 -187.421'

124 ROW 2486442.37 13167562.85 349+27.10 -271.720'

125 ROW 2486446.87 13167594.38 349+56.84 -283.121'

126 ROW 2486467.29 13168082.54 356+17.31 -352.115'

127 ROW 2486429.72 13168258.26 358+32.01 -387.237'

128 ROW 2486469.30 13168832.94 363+99.44 -287.985'

129 ROW 2486414.59 13168992.47 365+63.80 -325.771'

130 ROW 2486370.24 13169181.63 Out of range Out of range

131 ROW 2486358.71 13169197.32 Out of range Out of range

132 ROW 2485893.40 13169200.02 Out of range Out of range

133 ROW 2485807.71 13169185.93 Out of range Out of range

134 ROW 2485656.54 13169098.07 Out of range Out of range

135 ROW 2485459.53 13169182.89 Out of range Out of range

136 ROW 2485483.39 13169254.19 Out of range Out of range

137 ROW 2485446.78 13169270.60 Out of range Out of range

ROW COORDINATES

Point No. EASTING NORTHING BL Station Offset

138 ROW 2485123.98 13169483.53 Out of range Out of range

139 ROW 2485165.91 13169515.77 Out of range Out of range

140 ROW 2485470.92 13169314.57 Out of range Out of range

141…

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 Jul 18, 2020.