g17r0593-Drawings.pdf

PDF 31 MB Posted Aug 11, 2017

Attached to: Fort Polk Railroad Repairs
Solicitation number: W9126G-17-R-0593
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

About this file

From the source

Drawings

View the file

Other files

File	Type	Posted
B3_Solicitation_Amendment-3_W9126G-17-R-0593.pdf	PDF	Sep 12, 2017
B3_Solicitation_Amendment-2_W9126G-17-R-0593.pdf	PDF	Sep 1, 2017
g17r0593-Specifications.pdf	PDF	Aug 11, 2017

On GovTribe

Work with this file

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

Try for free Login

Text version

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

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c

C o p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:07 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-G-001.dgn

A N

S I

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W9126G-17-R-0593

FORT WORTH DISTRICT

V E

AUGUST 2017

H U

S S

U N

E S

T U

M P

M O

O R

FORT POLK, LOUISIANA

RAILROAD REPAIR PROJECT

VICINITY MAP

PROJECT LOCATION MAP

BATON ROUGE

NEW ORLEANS

ALEXANDRIA

FORT POLK

SHREVEPORT MONROE

CHARLES

LAKE

LOCATION

PROJECT

G-001

S M

A N R

C H

A F F E

E R

W9128F-16-D-0011-DY01

W L

O S

E Y

1" = 600'

1" = 150 MILES

FORT POLK

L A

K E C

H A

R L E

S H

H W

A Y

LEBLEU RD

ENTRANCE RD

J E

A N C

H A P E L R

JEAN CHAPEL RD

EXCHANGE RD

MAGAZINE RD

4T H S

UISIANA AVE

L A

H W

A Y

PITKIN RD

C A

O R

V E

T E

X A

S A

V E

CORPS RD

L A

H W

A Y

MCMANUS RD

PITKIN RDPITKIN RD

2ND ST

Hanson Professional Services Inc.

C Copyright Hanson Professional Services Inc.2017

MAINLINE STA. 315+45.28

END FORT POLK REPAIRS

ASP TRACK STA. 48+99.78

END FORT POLK REPAIRS

NEW LEAD STA. 80+03.07

END FORT POLK REPAIRS

MAINLINE STA. 2+94.52

AT DERAIL

BEGIN FORT POLK REPAIRS

N. LEG WYE #1 STA. 3+07.66

AT DERAIL

BEGIN FORT POLK REPAIRS

P E

R K

S R

D L E

under the laws of the State of Louisiana.

direct personal supervision and that I am a fully licensed Professional Engineer

I hereby certify that this engineering document was preparaed by me or under my

Pages or sheets covered by this seal:

My license renewal date is:

KIPKOECH CHEPKOIT

SEPTEMBER 30, 2017

ALL SHEETS LISTED IN THE INDEX OF SHEETS SHOWN ON SHEET G-002

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

R R

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:09 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-G-002.dgn

H U

S S

U N

M O

O R

E S

T U

M P

E X O

F S

H E

E T S

G E

N E

R A

L N

O T

E S

L E

G E

N D A

B B

R E

N S

W L

O S

E Y

G-002

GENERAL NOTES

LEGEND

S-501

CU-501

CU-108

CU-107

CU-106

CU-105

CU-104

CU-103

CU-102

CU-101

CG-402

CG-401

CG-331

CG-330

CG-329

CG-328

CG-327

CG-326

CG-325

CG-324

CG-323

CG-322

CG-321

CG-320

CG-319

CG-318

CG-317

CG-316

CG-315

CG-314

CG-313

CG-312

CG-311

CG-310

CG-309

CG-308

CG-307

CG-306

CG-305

CG-304

CG-303

CG-302

CG-301

CG-134

CG-133

CG-132

CG-131

CG-130

CG-129

CG-128

CG-127

CG-126

CG-125

CG-124

CG-123

CG-122

CG-121

CG-120

CG-119

CG-118

CG-117

CG-116

CG-115

CG-114

CG-113

CG-112

CG-111

CG-110

CG-109

CG-108

CG-107

CG-106

CG-105

CG-104

CG-103

CG-102

CG-101

C-517

C-516

C-515

C-514

C-513

C-512

C-511

C-510

C-509

C-508

C-507

C-506

C-505

C-504

C-503

C-502

C-501

C-119

C-118

C-117

C-116

C-115

C-114

C-113

C-112

C-111

C-110

C-109

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

CD-101

BB-607

BB-606

BB-605

BB-604

BB-603

BB-602

BB-601

VF-102

VF-101

G-603

G-602

G-601

G-002

G-001

INDEX OF SHEETS

EXISTING CROSSING

EXISTING TREES

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

EXISTING CULVERT

EXISTING ROW

EXISTING FENCE

EXISTING SANITARY SEWER

TEMPORARY SILT FENCE

EXISTING FIBER OPTIC

EXISTING WATER

EXISTING GAS

EXISTING OVERHEAD ELECTRIC

PROPOSED STORM PIPE

TEMPORARY CHECK DAM (STONE)

RAILROAD CROSSING SIGNAL

POINT OF SWITCH OF TURNOUT

SURVEY CONTROL POINT

EXISTING SANITARY MH

EXISTING STORM MH

EXISTING GUY WIRE

EXISTING POWER POLE

EXISTING LIGHT / POWER POLE

EXISTING WELL

EXISTING SIGN

EXISTING INLET

END RAMP RLD 3 STRUCTURAL DETAILS

CURB AND GUTTER TRANSITION AND SPECIAL CONNECTION DETAILS

DRAINAGE PLAN AND PROFILE - E. LEG WYE #2 - STA 0+00 - NEW LEAD STA 15+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 309+00 - STA 315+45.28

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 295+00 - STA 309+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 281+00 - STA 295+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 267+00 - STA 281+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 253+00 - STA 267+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 240+00 - STA 253+00

DRAINAGE PLAN AND PROFILE - TEXAS AVE - STA 227+00 - STA 240+00

BRIDGE 03 ABUTMENT EROSION CONTROL

PROPOSED CULVERT SECTIONS

SPECIAL DITCH CROSS SECTIONS - ASP TRACK - STA 3+00 - STA 4+06

SPECIAL DITCH CROSS SECTIONS - ASP TRACK - STA 0+00 - STA 2+17

SPECIAL DITCH CROSS SECTIONS - NEW LEAD - STA 47+00 - STA 47+12

SPECIAL DITCH CROSS SECTIONS - NEW LEAD - STA 44+00 - STA 46+00

SPECIAL DITCH CROSS SECTIONS - NEW LEAD - STA 43+00 - STA 43+50

SPECIAL DITCH CROSS SECTIONS - NEW LEAD - STA 41+00 - STA 42+00

SPECIAL DITCH CROSS SECTIONS - NEW LEAD - STA 35+50 - STA 40+00

SPECIAL DITCH CROSS SECTIONS - OIL SPUR #1 - STA 18+14 - STA 20+00

SPECIAL DITCH CROSS SECTIONS - OIL SPUR #1 - STA 16+90 - STA 18+00

SPECIAL DITCH CROSS SECTIONS - E. LEG WYE #2 - STA 9+10

SPECIAL DITCH CROSS SECTIONS - E. LEG WYE #2 - STA 4+50 - STA 9+00

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 222+80 - STA 224+10

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 222+00 - STA 222+61

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 219+86 - STA 221+00

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 218+20 - STA 219+47

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 208+80

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 206+22 - STA 208+70

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 203+00 - STA 206+00

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 104+95 - STA 106+10

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 103+10 - STA 104+87

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 101+15 - STA 101+50

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 76+70 - STA 76+95

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 74+60 - STA 76+00

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 73+00 - STA 74+59

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 72+00 - STA 72+57

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 70+00 - STA 71+00

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 69+00 - STA 69+60

SPECIAL DITCH CROSS SECTIONS - MAINLINE - STA 66+25 - STA 68+00

SPECIAL DITCH CROSS SECTIONS - N. LEG WYE #1 - STA 23+58 - STA 24+80

SPECIAL DITCH CROSS SECTIONS - N. LEG WYE #1 - STA 21+00 - STA 23+52

SPECIAL DITCH CROSS SECTIONS - N. LEG WYE #1 - STA 19+60 - STA 20+30

SPECIAL DITCH PLAN AND PROFILE - ASP TRACK - STA 0+00 - STA 5+00

SPECIAL DITCH PLAN AND PROFILE - NEW LEAD - STA 45+00 - STA 47+12.50

SPECIAL DITCH PLAN AND PROFILE - NEW LEAD - STA 40+00 - STA 45+00

SPECIAL DITCH PLAN AND PROFILE - NEW LEAD - STA 35+50 - STA 40+00

SPECIAL DITCH PLAN AND PROFILE - OIL SPUR #2 - STA 16+90 - STA 20+00

SPECIAL DITCH PLAN AND PROFILE - E. LEG WYE #2 - STA 4+30 - STA 9+30

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 221+00 - STA 226+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 216+00 - STA 221+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 206+00 - STA 208+80

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 203+00 - STA 206+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 103+00 - STA 107+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 100+20 - STA 103+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 75+00 - STA 76+95.14

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 70+00 - STA 75+00

SPECIAL DITCH PLAN AND PROFILE - MAINLINE STA 66+25 - STA 70+00

SPECIAL DITCH PLAN AND PROFILE - N. LEG WYE #1 - STA 21+00 - STA 24+80

SPECIAL DITCH PLAN AND PROFILE - N. LEG WYE #1 - STA 19+60 - STA 21+00

GRADE CROSSING PLAN - TEXAS AVENUE CROSSING

GRADE CROSSING PLAN - MAGAZINE ROAD CROSSING

GRADE CROSSING PLAN - 12TH STREET CROSSING

GRADE CROSSING PLAN - U-DRIVE CROSSING

GRADE CROSSING PLAN - MOTOR POOL 2-2 IN BN CROSSING

GRADE CROSSING PLAN - MOTOR POOL EFSC CROSSING

GRADE CROSSING PLAN - ROAD TO END RAMP RLD 2 CROSSING

GRADE CROSSING PLAN - PENNSYLVANIA AVENUE CROSSING

GRADE CROSSING PLAN - NEW JERSEY AVENUE CROSSING

GRADE CROSSING PLAN - 4TH STREET CROSSING

GRADE CROSSING PLAN - 2ND STREET CROSSING

GRADE CROSSING PLAN - CHAFFEE ROAD CROSSING

GRADE CROSSING PLAN - EXCHANGE ROAD CROSSING

GRADE CROSSING PLAN - LA 467 CROSSING

GRADE CROSSING PLAN - JEAN CHAPPEL ROAD CROSSING

GRADE CROSSING PLAN - EISSMANN ROAD CROSSING

GRADE CROSSING PLAN - LEWIS PERKINS ROAD CROSSING

EROSION CONTROL DETAILS

BEDDING AND BACKFILL FOR DRAINAGE STRUCTURES

CONCRETE MANHOLE

RAILROAD TRACK DETAILS

MISCELLANEOUS TRACK DETAILS

NO. 10 TURNOUT DETAIL

NO. 8 TURNOUT DETAIL

SAFETY END SECTION

DRAINAGE DETAILS

CONCRETE CATCH BASIN CURB AND GUTTER OPENING

DRAINAGE DETAILS

CONCRETE RAILROAD GRADE CROSSING DETAILS

TRACK TYPICAL SECTIONS

RAILROAD REPAIR PLAN - NEW LEAD / YARD CROSSING PLAN

RAILROAD REPAIR PLAN - ASP TRACK - STA 30+00 - STA 49+44.02

RAILROAD REPAIR PLAN - ASP TRACK - STA 0+00 - STA 30+00

RAILROAD REPAIR PLAN - NEW LEAD - STA 56+00 - STA 80+03.07

RAILROAD REPAIR PLAN - NEW LEAD - STA 29+00 - STA 56+00

RAILROAD REPAIR PLAN - NEW LEAD AND EAST LEG WYE #2 - STA 4+00 - STA 29+00

RAILROAD REPAIR PLAN - MAINLINE - STA 302+00 - STA 315+45.28

RAILROAD REPAIR PLAN - MAINLINE - STA 275+00 - STA 302+00

RAILROAD REPAIR PLAN - MAINLINE - STA 247+00 - STA 275+00

RAILROAD REPAIR PLAN - MAINLINE - STA 219+00 - STA 247+00

RAILROAD REPAIR PLAN - MAINLINE - STA 191+00 - STA 219+00

RAILROAD REPAIR PLAN - MAINLINE - STA 165+00 - STA 191+00

RAILROAD REPAIR PLAN - MAINLINE - STA 136+00 - STA 165+00

RAILROAD REPAIR PLAN - MAINLINE - STA 108+00 - STA 136+00

RAILROAD REPAIR PLAN - MAINLINE - STA 82+00 - STA 108+00

RAILROAD REPAIR PLAN - MAINLINE - STA 54+00 - STA 82+00

RAILROAD REPAIR PLAN - MAINLINE - STA 28+00 - STA 54+00

RAILROAD REPAIR PLAN - SOUTH LEG WYE #1 - STA 2+94.52 - STA 28+00

RAILROAD REPAIR PLAN - NORTH LEG WYE #1 - STA 3+07.66 - STA 28+00

DISPOSAL LOCATION AND HAUL ROUTE PLAN

BORING LOGS

BORING LOCATION PLAN

GEOMETRY TABLE

SURVEY CONTROL PLAN

SUMMARY OF QUANTITIES - PARALLEL CULVERTS SCHEDULE

SUMMARY OF QUANTITIES - PERPENDICULAR CULVERTS SCHEDULE

SUMMARY OF QUANTITIES - TURNOUTS AND ROAD CROSSINGS

INDEX OF SHEETS, GENERAL NOTES, LEGEND AND ABBREVIATIONS

COVER SHEET

NOT BE CONSIDERED AS DIFFERING MATERIALLY.

LOCATIONS ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL

BORINGS. VARIATIONS IN WATER LEVELS WITHIN AND BETWEEN BORING

ENCOUNTERED AT THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF THE

BORING BUT DOES NOT NECESSARILY MEAN THAT WATER WILL NOT BE

BORINGS INDICATES THAT NO WATER LEVEL DATA ARE AVAILABLE FROM THE

AND OTHER FACTORS. THE ABSENCE OF WATER LEVEL DATA ON CERTAIN

IN WATER LEVEL MAY OCCUR DUE TO VARIATIONS IN RAINFALL, INFILTRATION,

THE BORINGS UNDER THE CONDITIONS STATED ON THE LOGS. FLUCTUATIONS

WATER LEVELS ENCOUNTERED IN THE BORINGS ON THE DATE AND TIME OF

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT

APPROXIMATE.

DRILLER'S LOG, VISUAL EXAMINATION AND LAB TEST RESULTS AND ARE

SOIL AND MATERIAL DESCRIPTIONS SHOWN ON THE LOGS ARE BASED ON THE

SUCH VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY.

AND BETWEEN BORING LOCATIONS ARE ANTICIPATED AND, IF ENCOUNTERED,

THE TIME OF THE BORINGS. VARIATIONS IN SUBSURFACE CONDITIONS WITHIN

RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES AT

REPRESENTATIVE OF SUBSURFACE CONDITIONS ENCOUNTERED AT THEIR

BORING LOGS ARE SHOWN ON THE DRAWINGS. THE BORING LOGS ARE

32 92 19 FOR INSTRUCTIONS.

ALL DISTURBED AREAS ARE TO BE RE-SEEDED. SEE SPECIFICATION SECTION

ON THE SPECIAL DITCH PLAN AND PROFILE SHEETS.

LOCATIONS FOR TEMPORARY EROSION CONTROL MEASURES ARE INCLUDED

ULTIMATE APPROVAL FOR TIES TO BE REPLACED.

GOVERNMENT'S REPRESENTATIVE. THE CONTRACTING OFFICER HAS THE

THE CONTRACTOR SHALL MARK TIES IN THE FIELD IN CONJUNCTION WITH THE

COMPLETION OF THE WORK.

RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UPON

OF THE PROPOSED CONSTRUCTION LIMITS SHALL BE GRADED TO DRAIN AND

ALL AREAS DISTURBED IN THE COURSE OF CONSTRUCTION THAT ARE OUTSIDE

PROTECTING MATERIALS.

EQUIPMENT TO AND FROM RAIL CARS. THE CONTRACTOR IS RESPONSIBLE FOR

CONTRACTOR’S SPUR OR THE PX SPUR TO LOAD/UNLOAD MATERIAL AND /OR

THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY USE THE

CONTRACTOR STORAGE, PARKING, AND SERVICE AREA(S) WILL BE SUBJECT TO

BETTER THAN EXISTING.

DISTURBED IN THE COURSE OF CONSTRUCTION TO A CONDITION EQUAL TO OR

THE CONTRACTOR SHALL RESTORE ALL EXISTING FACILITIES AND ITEMS

RIGHT-OF-WAY.

CONTRACTOR SHALL LIMIT ALL WORK TO GOVERNMENT PROPERTY OR

EXCAVATION.

POLK DIRECTORATE OF PUBLIC WORKS PRIOR TO BEGINNING ANY

THE CONTRACTOR SHALL APPLY FOR AND OBTAIN A DIG PERMIT FROM FORT

AND/OR SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

STATE, AND FEDERAL AGENCIES OR COMPANIES. ALL UTILITY RELOCATIONS

ROADWAY WORK WITH THE CONTRACTING OFFICER AND APPROPRIATE LOCAL,

TO PERFORM THE WORK AND SHALL COORDINATE ALL UTILITY, RAILROAD, AND

THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL PERMITS NECESSARY

REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES,

COMPANY, AND THE GOVERNMENT. SITE SAFETY, INCLUDING THE AVOIDANCE

UTILITIES MUST BE COORDINATED AMONG THE CONTRACTOR, THE UTILITY

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY

IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY LOCATION,

AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

THE GOVERNMENT, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE

IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY

AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY,

THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND UTILITIES SHOWN ARE

39.

38.

37.

36.

35.

34.

33.

32.

31.

30.

29.

28.

27.

WITHW/

WESTW

VITRIFIED CLAY PIPEVCP

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TRACK FEET OR TRACK FOOTTF

TOP OF RAILT/R

TURNOUTT.O. or TO

STATIONSTA

STREETST

SOUTHS

RIGHTRT

RIGHT OF WAYROW

RIGHT HANDRH

REINFORCED CONCRETE PIPERCP

RADIUSR

POINT OF TANGENTPT

POINT OF ENDPOE

POINT OF BEGINNINGPOB

POINT OF SWITCH OF TURNOUTPOS

POINT OF INTERSECTION OF TURNOUTPITO

POINT OF INTERSECTIONPI

POINT OF CURVEPC

PROPOSED(P)

OTHER TRACK MATERIALOTM

OFFSETOF or OFF.

OUTSIDE DIAMETEROD

ON CENTER, EACH WAYOCEW

NOT TO SCALENTS

NORTH / NORTHINGN

MAINLINEML

MINIMUMMIN

MANHOLEMH

MAXIMUMMAX

LEFTLT

LEFT HANDLH

LOUISIANA DEPARTMENT OF ENVIRONMENTAL QUALITYLDEQ

INSIDE DIAMETERID

FEETFT

FLOWLINEFL

ELEVATIONEL or ELEV.

EACHEA

EXISTING(E)

EAST / EASTINGE

DIMENSIONDIM

CORRUGATED PLASTIC PIPECPP

CONTROL POINTCP

CORRUGATED METAL PIPECMP

CONCRETE MONUMENTCM

CONTRACT LINE ITEM NUMBERCLIN

CENTERLINECL or C

CURB AND GUTTERC&G

BENCHMARKBM

BASELINEBL

AVENUEAVE

ABBREVIATIONS

UTILITIES, AND OTHER STRUCTURES.

DAMAGE TO THE RAILROAD TRACK STRUCTURE, ADJACENT PAVEMENT,

PERSONNEL IN THE VICINITY OF THE EXCAVATIONS AND TO PREVENT

ENGINEERS EM-385-1-1 AS NECESSARY TO ENSURE THE SAFETY OF

CONSISTENT WITH CFR 29 PART 1926, SUBPART K AND CORPS OF

CONTRACTOR. THE CONTRACTOR SHALL IMPLEMENT PROCEDURES

THE SAFETY OF EXCAVATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE 26.

EXISTING UPON THE COMPLETION OF LINING AND SURFACING OPERATIONS.

PROTECTED AND RETURNED TO A CONDITION EQUAL TO OR BETTER THAN

ALL BONDED AND GROUNDED RAIL AT VARIOUS LOCATIONS SHALL BE 25.

ITEMS REQUIRED BY THE CONTRACTING OFFICER.

CONSTRUCTION SIGNS, DETOUR SIGNS, AND ALL OTHER TRAFFIC CONTROL

MAINTAINING OF DELINEATORS, BARRICADES, FLASHING ARROWS,

TRAFFIC DURING CONSTRUCTION, INCLUDING FURNISHING, PLACING, AND

AND SHALL INCLUDE ALL ITEMS AND COSTS NECESSARY FOR MAINTAINING

TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 24.

TRAFFIC VIA FLAGGER CONTROL.

REDUCED TO ONE LANE, THE CONTRACTOR SHALL MAINTAIN TWO-WAY

TO MAINTAIN ONE LANE OPEN AT ALL TIMES. WHEN TEXAS AVENUE IS

THE TEXAS AVENUE ROAD CROSSING AT THE ASP TRACK SHALL BE PHASED 23.

INSTALLATION.

THRU-ROADS MAY BE CLOSED AT A TIME FOR CLIN 4 STORM DRAIN

ONLY ONE PORTION OF TEXAS AVENUE BETWEEN INTERSECTING 22.

STORM DRAIN INSTALLATION.

SAME TIME AS WHEN PORTIONS OF TEXAS AVENUE ARE CLOSED FOR CLIN 4

ROADS THAT INTERSECT TEXAS AVENUE SHALL NOT BE CLOSED AT THE 21.

PENNSYLVANIA AVENUE MAY NOT BE CLOSED AT THE SAME TIME.

CLOSED AT THE SAME TIME. FOR EXAMPLE, NEW JERSEY AVENUE AND

ADJACENT THROUGH-ROADS INTERSECTING TEXAS AVENUE MAY NOT BE 20.

SAME TIME.

STREET MAY NOT BE CLOSED TO TRAFFIC AT THE

MAGAZINE ROAD AND 419.

STREET MUST REMAIN OPEN DURING THIS TIME.

IF CHAFFEE ROAD IS UNDER CONSTRUCTION, MAGAZINE ROAD AND 418.

CROSSING IS UNDER CONSTRUCTION.

EXCHANGE ROAD MUST REMAIN OPEN WHEN LOUISIANA HIGHWAY 467 ROAD 17.

CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC VIA FLAGGER CONTROL.

HIGHWAY 467 AND CHAFFEE ROAD ARE REDUCED TO ONE LANE, THE

PHASED TO MAINTAIN ONE LANE OPEN AT ALL TIMES. WHEN LOUISIANA

LOUISIANA HIGHWAY 467 AND CHAFFEE ROAD CROSSING WORK SHALL BE 16.

THE CONTRACTING OFFICER.

5:00 AM MONDAY AND 5:00 PM FRIDAY UNLESS OTHERWISE APPROVED BY

MONDAY. ALL LANES OF BOTH ROADS MUST BE OPEN TO TRAFFIC BETWEEN

SHALL BE PERFORMED ONLY BETWEEN 5:00 PM FRIDAY AND 5:00 AM

ROAD CROSSING WORK AT LOUISIANA HIGHWAY 467 AND CHAFFEE ROAD 15.

OF TRAFFIC AT ALL TIMES VIA FLAGGING CONTROL.

CONTRACTOR SHALL PLAN TO PHASE BOTH ROADS TO MAINTAIN ONE LANE

CROSSING WORK WILL BE AT THE DISCRETION OF VERNON PARISH.

CLOSURE OF EISSMAN ROAD AND JEAN CHAPPEL ROAD FOR ROAD 14.

REQUIRED.

MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES. FLAGGING CONTROL MAY BE

THE ROAD CROSSING WORK AT LEWIS PERKINS ROAD MUST BE PHASED TO 13.

REQUIRED TRAFFIC CONTROL.

PREPARING ANY REQUIRED TRAFFIC CONTROL PLANS, AND PROVIDING ALL

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS,

CHAPPEL ROAD MUST BE COORDINATED WITH VERNON PARISH. THE

ROAD CROSSING WORK AT LEWIS PERKINS ROAD, EISSMAN ROAD, AND JEAN 12.

APPROVED BY THE CONTRACTING OFFICER.

MINIMUM INCONVENIENCE TO ROAD TRAFFIC UNLESS OTHERWISE

IN ONE CONTINUOUS OPERATION WITHOUT DELAY SO AS TO PROVIDE

WORK IN ROAD CROSSING AREAS SHALL BE PROGRESSED TO COMPLETION 11.

CONTRACTING OFFICER.

FIELD CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE

INDICATED ON THE DRAWINGS AND CORRECTIONS BASED ON A CURRENT

PRIOR TO CONSTRUCTION. ANY VARIATIONS IN CORRECTIVE ACTIONS

CONTRACTOR TO FIELD VERIFY CORRECTIVE ACTIONS AND LOCATIONS 10.

DRAWINGS IS INCLUDED IN CLIN 1.

UNLESS NOTED OTHERWISE, ALL WORK SPECIFIED IN THE CONTRACT 9.

THE TYPE AND LOCATION.

PROJECT THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER OF

IF ANY UNKNOWN UTILITIES ARE DISCOVERED DURING THE8.

FOR LOCATION OF BUILDING #3622.

PLATES SHALL ALSO BE DISPOSED OF AT BUILDING #3622. SEE SHEET CD-101

BUILDING #3622. IF OLD TIE PLATES NEED TO BE REPLACED THE OLD TIE

EXISTING TRACK SPIKES THAT ARE REMOVED SHALL BE DISPOSED OF AT

RE-SPIKE EXISTING TIES. EXISTING TRACK SPIKES SHALL NOT BE REUSED.

NEW TRACK SPIKES SHALL BE USED FOR ALL NEW TIES AND AS NEEDED TO 7.

SPECIFICATION SECTION 34 11 00

NECESSARY REPAIRS AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE

SHOWS REPAIRS WERE NOT MADE THEN CONTRACTOR MUST MAKE

CONFIRM NECESSARY REPAIRS WERE MADE TO THE TRACK. IF REPORT

REPORT AT THE END OF THE PROJECT. THE PURPOSE OF THIS REPORT IS TO

CONTRACTOR TO PROVIDE GOVERNMENT WITH A TRACK GEOMETRY 6.

CONDITIONS IN THE FIELD.

CONTRACTOR TO VERIFY ANY QUANTITIES STATED ON PLANS WITH ACTUAL 5.

WOOD TIES AND STEEL OTM MATERIALS.

USABLE SOILS, SUBBALLAST, BALLAST, CONCRETE RUBBLE, RE-USABLE

SEE SHEET CD-101 FOR DISPOSAL LOCATIONS FOR TOP SOIL, ASPHALT, 4.

WRITTEN AGREEMENT TO THE GOVERNMENT.

WITH THE LAND OWNER AND CONTRACTOR ONLY AND PROVIDE THE

THE GOVERNMENT THE CONTRACTOR SHALL ENTER INTO AN AGREEMENT

IF TEMPORARY ACCESS IS NEEDED THROUGH PROPERTY NOT OWNED BY 3.

CHOOSE TO ACCEPT CLIN 5 TO REPLACE TIES AT OTHER CROSSINGS.

POOR CONDITION AT THESE ROAD CROSSINGS THE GOVERNMENT MAY

CONDITION OF THE EXISTING TIES UNDER THE CROSSING. IF TIES ARE IN

THE FIRST 45 CALENDAR DAYS SO THAT THE GOVERNMENT CAN INSPECT

AT MOTOR POOL 2-2 INBN AND OIL SPUR #3 SHALL BE REPAIRED WITHIN THE

THE ROAD CROSSINGS AT CHAFFEE ROAD AND THE RAILROAD MAINLINE AND 2.

SCHEDULE FOR THE PROPOSED TRAFFIC CONTROL ALONG WITH THE PLANS.

CHANGES TO TRAFFIC PATTERNS. THE CONTRACTOR SHALL INCLUDE A

ADJACENT TO TEXAS AVENUE THREE WEEKS PRIOR TO IMPLEMENTING ANY

FOR CONSTRUCTION OF THE CURB AND GUTTER AND CURB INLETS

FOR APPROVAL FOR THE REHABILITATION OF THE ROAD CROSSINGS AND

THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS 1.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:13 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-G-601.dgn

H U

S S

U N

M O

O R

E S

T U

M P

S U

M M

A R

Y O

F Q

U A

N T

S W L

O S

E Y

G-601

TURNOUT REPAIR SUMMARY

ROAD CROSSING REHABILITATION SCHEDULE

ROAD CROSSING DEMOLITION SCHEDULE

T U

R N

O U

T S A

N D R

O A

D C

R O

S S

CLIN 4 - TEXAS AVENUE PAVEMENT REMOVAL WIDTH SCHEDULE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:28 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-G-602.dgn

H U

S S

U N

M O

O R

E S

T U

M P

S U

M M

A R

Y O

F Q

U A

N T

S W L

O S

E Y

G-602

NO SCALE

T/R EL

CROSS TIE

2:1

3:1

(E) GROUND

6:1

2:1

HEADWALL LENGTH

PIPE LENGTH LEFT PIPE LENGTH RIGHT HEADWALL LENGTH

TOTAL PIPE LENGTH

TRACK CENTERLINE

1. FOR PIPE HEADWALLS SEE SHEET C-504.

NOTES:

CULVERT REPLACEMENT SCHEDULE

ALONG CULVERT

TYPICAL CULVERT SECTION

OVERALL LENGTH RIGHTOVERALL LENGTH LEFT

LEFT HEADWALL INVERT

P E

R P

E N

U L

A R C

U L

V E

R T S S

C H

E D

U L E

NOTES:

ALL RCP CULVERTS SHALL BE CLASS V.

ABOVE FOR PERPENDICULAR AND SKEWED CULVERTS. SEE SHEET G-603 FOR PARALLEL CULVERTS.

CULVERT MAY BE PERPENDICULAR, SKEWED OR PARALLEL TO TRACK. SEE CULVERT SCHEDULE

TRANSITION, AND RESTORE SLOPE W/ 4" OF TOPSOIL AND SEED.

AND THE HEADWALL & CULVERT TO PROVIDE A SMOOTH

BACKFILL AND GRADE BETWEEN EXISTING +/- 3:1 SLOPE

TRANSITION, AND RESTORE SLOPE W/ 4" OF TOPSOIL AND SEED.

AND THE HEADWALL & CULVERT TO PROVIDE A SMOOTH

BACKFILL AND GRADE BETWEEN EXISTING +/- 3:1 SLOPE

SEE SHEET C-504

RIGHT HEADWALL

SEE SHEET C-504

LEFT HEADWALL

SEE SHEET C-505

RIPRAP LINING, OUTLET ONLY

(90% ASTM 1557)

COMPACTED BACKFILL

8" (MIN.) BALLAST

(95% ASTM 1557)

6" COMPACTED SUBBALLAST

3:1

6:1

HEADWALL

(E) GROUND

SLOPE VARIES

2:1

TRANSITIO

SLOPE

EMBANKMENT TYPICAL TO

:1 T

O :1

PIPE CULVERT

NO SCALE

INVERT

RIGHT HEADWALL

E M

B A

N K

M E

N T S

L O

P E

FROM END OF CULVERT

FLOW LINE ELEV.

HEADWALL GRADING DETAIL

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:39 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-G-603.dgn

H U

S S

U N

M O

O R

E S

T U

M P

S U

M M

A R

Y O

F Q

U A

N T

S W L

O S

E Y

G-603

NO SCALE

ALONG CULVERT

TYPICAL PARALLEL CULVERT PLAN

ROAD SHOULDER

PIPE LENGTH RIGHT

TOTAL PIPE LENGTH

PIPE LENGTH LEFT

ROAD CENTERLINEROAD SHOULDER

CULVERT REPLACEMENT SCHEDULE

OVERALL LENGTH RIGHT

HEADWALL LENGTHHEADWALL LENGTH

TRACK CENTERLINE

S T

A R

T O

F F S

E T

E N

D O

F F S

E T

OVERALL LENGTH LEFT

START STATION

START HEADWALL INVERT END STATION

END HEADWALL INVERT

P A

R A

L L E

L C

U L

V E

R T S S

C H

E D

U L E

2. TOTAL PIPE LENGTH IS UNKNOWN. NEW PIPE LENGTH TO INSTALL IS 11 FT.

1. FOR PIPE HEADWALLS SEE SHEET C-504.

NOTES:

SEE SHEET C-504

LEFT HEADWALL

SEE SHEET C-504

RIGHT HEADWALL

SEE SHEET C-505

RIPRAP LINING, OUTLET ONLY

ALL RCP CULVERTS SHALL BE CLASS V.

ABOVE FOR PARALLEL CULVERTS. SEE SHEET G-602 FOR PERPENDICULAR AND SKEWED CULVERTS.

CULVERT MAY BE PERPENDICULAR, SKEWED OR PARALLEL TO TRACK. SEE CULVERT SCHEDULE

NOTES:

SEE HEADWALL GRADING DETAIL ON SHEET G-602.

TRANSITION, AND RESTORE SLOPE W/ 4" OF TOPSOIL AND SEED.

AND THE HEADWALL & CULVERT TO PROVIDE A SMOOTH

BACKFILL AND GRADE BETWEEN EXISTING +/- 3:1 SLOPE

SEE HEADWALL GRADING DETAIL ON SHEET G-602.

TRANSITION, AND RESTORE SLOPE W/ 4" OF TOPSOIL AND SEED.

AND THE HEADWALL & CULVERT TO PROVIDE A SMOOTH

BACKFILL AND GRADE BETWEEN EXISTING +/- 3:1 SLOPE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

10+00

20+00 30+0

40+0

30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00

110+00 120+00

130+0

150+00

160+00

170+00

180+00

190+00 200+00

210+00 220+00

20+00

20+

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:44 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-VF-101.dgn

C S h e e tS e e d .d g n

SCALE IN FEET

H U

S S

U N

M O

O R

E S

T U

M P

S U

R V

E Y C

O N

T R

O L P

L A

1000' 2000'0

L E

E R

S R

CHAPP

S M

A N R

U N

E R

Y P

A R

K W

A Y C

H A F F E

E R

EXCHANGE RD

2ND ST

4TH S

NEW J

ERSEY A

VE.

PENNSYLVANIA AVE.

T E

X A S A

V E

MAGAZINE RD

LOUISIANA AVE.

W L

O S

E Y

STA 0+06.21

POB N WYE #1

STA 0+00.00

POB ASP TRACK

STA 0+00.00

POB NEW LEAD

STA 0+00.00

E WYE #2

L A H

H W

A Y

EL 317.82

E 3061564.09

N 211703.61

STA 45+08.32, 805.55' LT

NEW LEAD

CONCRETE MONUMENT

SURVEY CONTROL POINT 19

EL 297.20

E 3052987.75

N 208124.13

ML STA 135+27.90, 1385.42' RT

CONCRETE MONUMENT

SURVEY CONTROL POINT 4

EL 275.19

E 3053024.65

N 206796.50

ML STA 132+81.54, 2632.38' RT

CONCRETE MONUMENT

SURVEY CONTROL POINT FP-3

EL 329.13

E 3055723.60

N 205963.24

ML STA 179+62.18, 2803.82' RT

CONCRETE MONUMENT

SURVEY CONTROL POINT FP-5

EL 359.12

E 3058297.60

N 205784.89

ML STA 200+42.90, 2461.17' RT

CONCRETE MONUMENT

SURVEY CONTROL POINT 18

EL 329.13E 3055723.60

CMN 205963.24 CP FP-5

EL 275.19E 3053024.65

CMN 206796.50 CP FP-3

EL 317.82E 3061564.09

CMN 211703.61 CP 19

EL 359.12E 3058297.60

CMN 205784.89 CP 18

EL 297.20E 3052987.75

CMN 208124.13 CP 4

SURVEY CONTROL POINTS

VF-101

STA 0+66.83

POB S WYE #1 AND MAINLINE

STA 27+25.56

POB ML

VERTICAL: NAVD88 USING GEOID12B ADJUSTMENTS

HORIZONTAL: NAD83 LOUISIANA STATE PLANE ZONE NORTH, US SURVEY FOOT

SURVEY DATUM

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:35:46 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-VF-102.dgn

C S h e e tS e e d .d g n

H U

S S

U N

M O

O R

E S

T U

M P

W L

O S

E Y

VF-102

G E

O M

E T

R Y T

A B

L E

ALL ALIGNMENTS ARE STATIONED IN CHORD DEFINITION.2.

FIELD CONDITIONS MAY VARY.

ALIGNMENT DATA IS A BEST FIT ALIGNMENT OF EXISTING SURVEY DATA.1.

NOTES:

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

10+00

20+00 30+0

40+0

30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00

110+00 120+00

130+0

150+00

160+00

170+00

180+00

190+00 200+00

210+00 220+00

20+00

20+

TB-04

TB-06

TB-05

TB-03

TB-08

TB-09

TB-02

TB-01

TB-12

TB-10

TB-11

TB-13

TB-14

TB-16

TB-15

TB-07

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:36:17 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-BB-601.dgn

C S h e e tS e e d .d g n

SCALE IN FEET

H U

S S

U N

M O

O R

E S

T U

M P

1000' 2000'0

L E

E R

S R

CHAPP

S M

A N R

U N

E R

Y P

A R

K W

A Y C

H A F F E

E R

EXCHANGE RD

2ND ST

4TH S

NEW J

ERSEY A

VE.

PENNSYLVANIA AVE.

T E

X A S A

V E

MAGAZINE RD

E 3041089.59

N 209039.88

STA 21+81, 9.4' LT

NORTH WYE #1

TB-01

E 3042854.15

N 208887.58

ML STA 39+17, 8.1' LT

TB-02

E 3050762.37

N 209088.44

ML STA 118+40, 6.2' RT

TB-05

E 3050988.95

N 209112.51

ML STA 120+68, 7.3' RT

TB-06

E 3051130.99

N 209145.74

ML STA 122+13, 10.0' LT

TB-07

E 3053102.16

N 209674.75

ML STA 142+75, 9.8' RT

TB-08

E 3053833.29

N 209704.46

ML STA 150+20, 10.7' RT

TB-09

E 3060293.49

N 208009.52

ML STA 217+65, 11.1' RT

TB-10

E 3060461.03

N 208072.00

NEW LEAD STA 4+43, 11.0' RT

TB-13

E 3062014.13

N 210266.65

NEW LEAD STA 32+31, 8.5' LT

TB-15

E 3062463.45

N 211912.89

NEW LEAD STA 49+37, 14.4' LT

TB-16

E 3061000.95

N 208336.47

NEW LEAD STA 10+40, 33.9' RT

TB-14

E 3060695.47

N 207803.49

ML STA 222+27, 13.2' RT

TB-11

E 3061174.60

N 205438.25

ML STA 247+22, 6.1' LT

TB-12

LOUISIANA AVE.

B O

G L

O C

A T

N P

L A

E 3045094.35

N 208838.48

ML STA 61+57, 9.7' RT

TB-03

E 3047542.63

N 208805.25

ML STA 86+06, 8.7' RT

TB-04

W L

O S

E Y

L A H

H W

A Y

BB-601

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

269.8

247.3

2.5

25.0

Silty CLAY: Gray and brown, mottled, soft.

CLAY: Brown, mottled gray, very stiff.

- gray

PP= 0.50

UCS= 2.30 (tsf)

Dry Density= 92.4 (pcf)

PP= 2.5

PP= 2.0

PP= 3.0

PP=2.5

PP= 2.5

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-01 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a m p

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-01

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,039.9 E 3,041,089.6

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

272.3

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/17/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

246.9 25.0

CLAY: Gray, mottled brown, stiff to very stiff.

- brown mottled gray

- dark gray

PP= 1.0

UCS= 1.26 (tsf)

Dry Density= 90.3 (pcf)

PP= 2.0

PP= 3.5

PP= 3.0

PP= 2.5

PP= 3.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-02 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-02

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 208,887.6 E 3,042,854.2

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

271.9

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/17/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

230.7

225.4

19.8

25.0

CLAY: Gray, mottled brown and black, medium stiff to very stiff.

- gray mottled brown

Silty CLAY: Gray, very stiff.

PP= 0.75

UCS= 1.56 (tsf)

Dry Density= 88.6 (pcf)

PP=2.0

PP= 2.0

PP= 3.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-03 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-03

L E

G E

N D

P I

228.4

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 208,838.5 E 3,045,094.4

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

250.4

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/17/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:36:18 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-BB-602.dgn

C S h e e tS e e d .d g n

H U

S S

U N

M O

O R

E S

T U

M P

B O

G L

O G

S W L

O S

E Y

BB-602

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

235.7

212.7

2.0

25.0

GRAVEL [FILL]: 1" Minus, traces clay, trace silt.

CLAY: Gray and brown, stiff.

- trace sand

- gray mottled black spots

- gray mottled red

- dark gray, mottled

PP= 3.5

PP= 2.0

PP= 0.75

PP= 1.5

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-04 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-04

L E

G E

N D

P I

220.7

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 208,805.2 E 3,047,542.6

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

237.7

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/17/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,088.4 E 3,050,762.4

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

241.0

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/16/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

230.0

216.0

11.0

25.0

Silty CLAY: Gray and brown, soft.

Silty CLAY:Gray, mottled brown, stiff.

- gray, mottled

Silty SAND: Gray, very fine to fine, very loose to loose.

-traces clay top 3"

- traces clay bottom 6"

PP= 0.50

Dry Density= 105.2 (pcf)

PP= 1.0

PP= 2.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-05 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-05

L E

G E

N D

P I

224.0

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

237.2

228.7

223.7

220.2

217.4

215.2

3.0

11.5

16.5

20.0

22.8

25.0

Clayey-Sandy GRAVEL [FILL]: 1-inch minus, medium dense.

CLAY: Gray, very soft to soft.

- gray, mottled brown

CLAYEY-SILT: Dark gray, very soft.

Sandy SILT: Gray, very loose.

Silty SAND: Gray, very fine to fine, some silt, loose.

CLAY: Dark gray, mottled brown, soft.

PP= 0.50

PP= 0.25

PP= 0.50

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

GW-

CL-

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-06 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-06

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,112.5 E 3,050,988.9

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

240.2

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/16/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:36:19 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-BB-603.dgn

C S h e e tS e e d .d g n

H U

S S

U N

M O

O R

E S

T U

M P

B O

G L

O G

S W L

O S

BB-603

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

230.2

224.5

219.0

215.7

10.5

16.3

21.8

25.0

CLAY: Gray, motted brown, very soft to stiff.

Silty SAND: Gray, mottled, very fine, some silt, loose.

Clayey SAND: Gray, very fine, very loose.

Silty SAND: Gray, mottled red, very fine, very loose.

PP=0.25

UCS= 0.90 (tsf)

Dry Density= 78.9 (pcf)

PP= 1.5

PP=1.5

PP=0.25

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-07 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-07

L E

G E

N D

P I

222.2

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,145.7 E 3,051,131.0

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

240.7

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/16/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

PP=0.50

UCS= .73 (tsf)

Dry Density= 78 (pcf)

PP=0.75

PP= 2.5

PP= 2.0

PP= 2.5

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

248.1

243.1

229.6

6.5

11.5

25.0

CLAY: Gray, mottled red, soft to stiff.

Silty CLAY: Gray, stiff to very stiff.

CLAY: Gray, mottled yellow, soft to very stiff.

- red, mottled brown and purple

- mottled brown

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-08 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-08

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,674.8 E 3,053,102.2

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

254.6

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/16/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-09

L E

G E

N D

P I

254.9

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

261.6

258.9

256.4

251.6

239.4

2.8

5.5

8.0

12.8

25.0

0 57

Silty CLAY: Red and brown, mottled, hard.

Silty CLAY: Red and yellow-brown, mottled, stiff.

Clayey SAND: Red, very fine to fine, some clay, medium dense.

silty CLAY: Red, mottled gray, very soft to stiff.

CLAY: Gray, medium stiff to stiff.

PP= 0.25

PP= 0.75

PP= 1.25

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-09 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 209,704.5 E 3,053,833.3

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

264.4

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/15/17

14. ELEVATION GROUND WATER

Fort polk

KKC

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:36:20 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-BB-604.dgn

C S h e e tS e e d .d g n

H U

S S

U N

M O

O R

E S

T U

M P

B O

G L

O G

S W L

O S

BB-604

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100% SUBMITTAL

W F -1

-D -0

-D

R A

R O

A D R

E P

R O J E

C T

F O

R T P

O L

K L

O U

N A

G -1

-R -0

A U

G U

S T

330.6

329.1

306.6

1.0

2.5

25.0

GRAVEL & CLAY: 1-inch minus.

Silty CLAY: Brown and gray, medium stiff.

CLAY: Gray, medium stiff to very stiff.

- gray and brown

- gray mottled brown and purple

- gray mottled brown

PP= 0.75

Dry Density= 87.4 (pcf)

PP=0.25

USC= 2.89 (tsf)

Dry Density= 105.2 (pcf)

PP= 2.0

PP=2.0

PP= 2.0

PP= 3.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

GW-

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-10 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-10

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 208,009.5 E 3,060,293.5

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

331.6

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/18/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

316.8

310.3

308.3

16.5

23.0

25.0

CLAY: Gray and brown, stiff to very stiff.

Silty CLAY: Gray, motled brown, very stiff.

CLAY: Gray and brown, mottled red, very stiff.

PP= 1.0

PP= 2.5

PP= 3.0

PP= 2.5

PP= 3.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-11 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-11

L E

G E

N D

P I

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 207,803.5 E 3,060,695.5

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

333.3

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/18/17

14. ELEVATION GROUND WATER

Fort Polk

KKC

323.7

322.2

313.2

299.7

1.0

2.5

11.5

25.0

GRAVEL [FILL]: 1-inch minus.

Clayey GRAVEL [FILL]: 1-inch minus.

Silty CLAY: Gray, soft to medium stiff.

CLAY: Gray, stiff.

- gray, mottled brown

UCS= .63 (tsf)

Dry Density= 112.6 (pcf)

PP= 0.25

UCS= .46 (tsf)

Dry density = 107.2 (pcf)

PP=0.75

PP= 1.25

PP= 1.0

if Water encountered >> SSA/Mud Rot if no Water encountered>> SSA

PP= pocket penetrometer (tsf)

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

TB-12 Fort Polk Railroad RepairMVP FORM 1836-A

ELEV DEPTH

M C

G r a v e l

S a n d

FIELD CLASSIFICATION OF MATERIALS

(Description)

REC

S a

B lo w s

.5 f t

F in e s

DEC 07

SHEET 1 of 1

REMARKSN60

Laboratory

L L

Boring Designation TB-12

L E

G E

N D

P I

322.7

Standard Bit 4.25" (ID)

ARDCO BUGGY Model K 4x4

INCLINED ---

5. DIRECTION OF BORING

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

UNDISTURBED

SHEET

VERTICAL

18. SIGNATURE AND TITLE OF INSPECTOR

3. DRILLING AGENCY

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

COMPLETED

15. DATE BORING

BEARING

SHEETS

1. PROJECT

4. NAME OF DRILLER

N 205,438.3 E 3,061,174.6

DRILLING LOG

12. TOTAL SAMPLES

STARTED

2. HOLE NUMBER

DISTURBED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

DEG FROM

VERTICAL

N/A

25.0

HORIZONTAL

NAD83

324.7

VERTICAL

Fort Polk Railroad Repair

INSTALLATION

NAVD88

TERRACON

Randy Warren

5/19/17

14. ELEVATION GROUND WATER

Folk Polk

KKC

DS: AEC_Screen.dscript.dscript%PRODUCTION DATA 3%4:36:22 PM 8/7/2017

I:\15Jobs\15D0002D\CAD\CAD_BIM\_Sheets\FPRR-BB-605.dgn

C S h e e tS e e d .d g n

H U

S S

U N

M O

O R

E S

T U

M P

B O

G L

O G

S W L

O S

BB-605

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D of Engineers

US Army Corps ®of Engineers

US Army Corps

F O

R T W

O R

T H T

A Y

L O

R S

T R

E E

F O

R T W

O R

T H D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c p y ri g h t

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

100%…

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 Nov 14, 2017.