23C0047 Award Attachment B- Drawings.pdf

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INTERSTATE 10 WESTBOUNDINTERSTATE 10 EASTBOUND

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DWG C-104 DWG C-103

DWG C-102

DWG. C-101

ACCESS ROAD C

ACCESS ROAD D

MISSISSIPPI RIVER LEVEE

LEVEE CENTERLINE

WEST SHORE LAKE PONTCHARTRAIN

ALL OTHER BENCHMARKS ARE FOR REFERENCE ONLY.

THE PRIMARY BENCHMARK SHALL BE USED TO CONTROL CONSTRUCTION.

NOTE:

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SHREVEPORT

MONROE

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NATCHEZ

ALEXANDRIA

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LAKE CHARLES

L O U I S I A N A

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T E X A S

LAKE

PONTCHARTRAIN

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CITY

MORGAN

0 6000' 12000'9000'3000' 3000'

ORLEANS

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SCALE: 1'' = 3000'

VICINITY MAP

KCS RAILROAD

LAPLACE

RESERVE

ROUGE

BATON

LAKE BORGNE

PROJECT LOCATION

LOCATION MAP

NORTH

PLAN

CN RAILROAD

S T . J O H N T H E B A P T I S T P A R I S H

W E S T S H O R E - L A K E P O N T C H A R T R A I N , L O U I S I A N A

REVIR IPPISSISSIM

WSLP C01

WSLP C02

MARATHON PID BBGG70

BM

BM

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IMAGE NO. 1

APPROXIMATE DIMENSIONS 10' X30'

WOODEN CANOPY ON A CONCRETE FOUNDATION TO BE REMOVED.

IMAGE NO. 2

FLOATING WOODEN DOCK TO BE REMOVED. APPROXIMATE DIMENSIONS 5' X25'

IMAGE NO. 3

STRUCTURE IS 10' X40'. APPROXIMATE DIMENSIONS OF CONCRETE SLAB IS 20'X45'

AND SEPTIC SYSTEM TO BE REMOVED. APPROXIMATE DIMENSIONS OF METAL CAMP

PRIMARY ELEVATED METAL CAMP ON CONCRETE FOUNDATION WITH METAL STAIRS

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XX

NEW EMBANKMENT SLOPE

BASELINE

LEGEND

TABULATION MARKER

RIGHT OF WAY (ROW)

LIMITS OF WORK

TEMPORARY ACCESS ROAD

TEMPORARY BYPASS CANAL

CENTERLINE

REINFORCEMENT GEOTEXTILE

CONE PENETRATION TEST

LOCATION

SOIL BORING LOCATION

BENCHMARK

CHAIN LINK FENCE X X

EXISTING GROUND

3:1

RIPRAP/ GROUTED RIPRAP

SAND FILL

STONE BASE COURSE/

CRUSHED STONE

CONCRETE

EMBANKMENT/ COMPACTED FILL

SEPARATOR GEOTEXTILE

SILT FENCE

VERTICAL IN-PLACE INCLINOMETER

VW PIEZOMETER NEST

GPS MONUMENT AND DATA LOGGER

DATA LOGGER

HORIZONTAL SAA CABLE

SETTLEMENT GAGE

ABBREVIATIONS

APPROXIMATE

AZIMUTH

BASELINE

BOTTOM FACE

BOTTOM

CATCH BASIN

CONSTRUCTION JOINT

BF

BL

BOT.

C.I. CAST IRON

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX.

AZ

B/L

BOTTOM LAYER

C CENTER

CB

CJ

CENTERLINEC/L

CORROSION RESISTANT STEELC.R.S.

CONSTRUCTIONCONST.

CARIO DATUMC.D.

CONCRETECONC.

CLEARCLR.

CONTINUOUSCONT.

CORRUGATED STEEL PIPECSP

DIAMETER

DRAINDR.

DROP INLETD.I.

DRAIN PIPED.P.

D/S

DRAIN VALVED.V.

DRAIN VALVE MANHOLED.V. M.H.

DRAWINGDWG.

DIAMETERDIA.

DEGREEDEG.

ELECTRICALE

EACH FACEE.F.

ELEVATIONEL.

EXPANSION JOINTE.J.

EQUALLY SPACEDES

EXISTING

EXPANSIONEXPAN.

FIRE HYDRANTF.H.

FAR FACEFF

FLOW LINEF.L.

FOOT OR FEETFT.

GASG

GALVANIZEDGALV.

GUIDE WIREG.W.

HIGH STRENGTHH.S.

HIGHWAYHWY.

HORIZONTALHORIZ.

INSIDE DIAMETERI.D.

IRON RODI.R.

INVERTINV.

MATCH EXISTINGM.E.

MANHOLEMH.

MAXIMUMMAX.

MINIMUMMIN.

NOT TO SCALEN.T.S.

ON CENTERO.C.

OUTSIDE DIAMETERO.D.

OVERHEADOVHD.

POWERP

POINT OF CURVATUREP.C.

POINT OF TANGENCYP.T.

POINT OF INTERSECTIONP.I.

PROPERTY LINEP/L

POWER POLEPP

POINT OF VERTICAL INTERSECTIONP.V.I.

RADIUSR

RCPA

REINFORCINGREINF.

REQUIREDREQ'D.

RIGHTRT.

RIGHT OF WAYROW

SUB-BASELINESB/L

SEWER FORCE MAINSFM.

STATIONSTA.

TOP FACETF

TELEPHONE MANHOLETEL.M.H.

TOP LAYERTL

TOP OF BANKT.O.B.

TOP OF CASTINGT.C.

TOP OF WALLT.O.W.

JOINT

LENGTH

LOUISIANA DEPARTMENT OF

LEFT

LIGHT STANDARD

LEFT SIDE

LT.

LP

LS

LSSRB LOUISIANA STANDARD SPECIFICATIONS

JT.

L, LGTH

LADOTD

LIGHT POLE

LOC LIMIT OF CONSTRUCTION

L.S.

TRANSPORTATION AND DEVELOPMENT

FOR ROADS AND BRIDGES

TYPICALTYP.

UNDERGROUNDU.G.

UNLESS OTHERWISE NOTEDU.O.N.

CORRUGATED METAL PIPE ARCHCMPA

DRAINAGE AREADA

BM BENCHMARK

USACE

OF ENGINEERS

UNITED STATES ARMY CORPS

EQUIV. EQUIVALENT

DOWNSTREAM

REINFORCED CONCRETE PIPE ARCH

CMP CORRUGATED METAL PIPE

C.S. CHANGE STATION

P.O.B.

P.O.E.

POINT OF BEGINNING

POINT OF ENDING

POINT OF VERTICAL CURVATURE

P.V.T. POINT OF VERTICAL TANGENCY

P.V.C.

NORTHBOUNDNB

NA NOT APPLICABLE

SB SOUTHBOUND

SCD SEDIMENT CHECK DAMEX.

ICRR ILLINOIS CENTRAL RAILROAD

GENERAL NOTES

1. THESE NOTES ARE GENERAL IN NATURE AND APPLY THROUGHOUT THE PROJECT. SPECIFIC NOTES AND

SPECIFICATIONS CONTINUE THROUGHOUT THE PLANS.

2.

3.

4.

5.

6.

DUST CONTROL - CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT UNNECESSARY DUST.

EACH ROADWAY SURFACE SUBJECT TO DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER

TRUCK.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD THEY NOT BE SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS

OBVIOUSLY OUT OF SCALE.

7.

AERIAL FROM GOOGLE EARTH IMAGERY (NOVEMBER 2019).

ALT. SP. ALTERNATE SPACING

FS FAR SIDE

NEAR FACENF

NS NEAR SIDE

OPT.

OS

OPTIONAL

OFFSET

9.

HORIZONTAL DISTANCES REFER TO THE NAD83 (NA 2011) SPCS ZONE 1702 HORIZONTAL DATUM AND ARE MEASURED

IN US SURVEY FEET.

ELEVATIONS ARE IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

EPOCH 2009.55 (NAVD88 (2009.55)) USING GEOID12B UNLESS OTHERWISE NOTED.

HORIZONTAL COORDINATE DATA IS PROVIDED IN US SURVEY FEET AND IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, NATIONAL ADJUSTMENT 2011, STATE PLANE COORDINATE SYSTEM ZONE 1702, LOUISIANA SOUTH.

(NAD83 (NA 2011) SPCS ZONE 1702)

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 7:00 A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE CONTRACTOR SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC. ARRIVE AT THE JOB SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL 7:00 A.M. WHEN THE CONTRACTOR ELECTS TO WORK WEEKENDS AND HOLIDAYS, NOTICE SHALL BE GIVEN TO THE CONTRACTING OFFICER, IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH OPERATIONS TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION TO BE MADE. ADEQUATE LIGHTING FOR SAFE OPERATIONS AND THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN THE PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE CONTRACTOR AT HIS/HER

OWN EXPENSE.

8. FOR STORAGE OF EQUIPMENT AND MATERIALS, THE CONTRACTOR WILL BE REQUIRED TO UTILIZE THE EXISTING

RIGHT-OF-WAY WITHIN THE CONSTRUCTION LIMITS.

PL PLATE

CTSK COUNTER SUNK

WWF WELDED WIRE FABRIC

G-005

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STRUCTURAL WELDING CODE, SEE SPECIFICATIONS.

WHERE APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY

2. ALL WELDING SHALL BE ELECTRIC WELDING, WORKMANSHIP AND TECHNIQUE,

THE CONTRACTOR FOR APPROVAL.

INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY

SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED

3. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING

MUST BE MADE FOR MACHINING.

4. DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES

SEE SPECIFICATIONS.

5. ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL,

NOTED.

1. ALL STRUCTURAL STEEL SHALL BE ASTM A572 GRADE 50, UNLESS OTHERWISE

18 14

25 19

31 24

37 28

54 42

62 47

69 53

77 59

85 65

24 18

32 25

40 31

48 37

70 54

80 62

90 69

110 85

12 12

15 12

18 14

22 17

32 25

37 28

42 32

46 36

51 39

14 12

19 15

24 18

29 22

42 32

48 37

54 42

60 46

66 51

BAR SIZE

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

LENGTH, INCHES INCHES

MINIMUM EMBEDMENT MINIMUM LAP LENGTH

LENGTH, INCHES INCHES

BASIC TABLE ALTERNATE TABLE

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

IS DRAWN

SECTION OR DETAIL

DWG. NO. WHERE

IDENTIFICATION

SECTION OR DETAIL

SAME DRAWING

AND DRAWN ON THE

IDENTIFICATION TAKEN

SECTION OR DETAIL

SCALE: 1/4"=1"

M

IN

M

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M

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REINFORCEMENT CLEARANCE DETAIL

SECTION OR DETAIL SYMBOL

STEEL NOTES: CONCRETE NOTES: NOTES:

X

S-XXX X

FACE OF CONCRETE

REINFORCEMENT

SECONDARY

REINFORCEMENT

PRIMARY

BAR SPACING

BASIC TABLE ALTERNATE TABLE

TOP OTHER

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 5000 PSI

TOP OTHER TOP OTHER TOP OTHER

SIZE

BAR

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

LENGTH, INCHES

MINIMUM EMBEDMENT

LENGTH, INCHES

MINIMUM LAP

FOR ADDITIONAL CONSIDERATIONS.

UNCOATED REINFORCING BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318

5. THE TABLES SHOWN BELOW ARE FOR NORMAL WEIGHT CONCRETE AND

THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

WITH RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE

4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES

SEE ACI 318 FOR APPROPRIATE GUIDANCE.

CENTER-TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS,

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OR THE

SURFACE MUST BE AT LEAST 2.5 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.

MET:

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE

SURFACE MUST BE AT LEAST 2 BAR DIAMETERS.

B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE

A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.

1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET:

THE CONTRACTOR'S EXPENSE.

ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT

SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY

CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO

LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION

INDICATED. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING

SPLICES AND EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE

10. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP

BY THE CONTRACTING OFFICER.

ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED

9. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED

OTHERWISE NOTED.

8. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS

SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE.

7. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING

MANUAL - 2004.

BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING

6. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL

EDGES, EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

5. UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED JOINTS,

CONTRACTING OFFICER.

ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

LEAST LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE

WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS

4. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS.

3. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

STRENGTH (f'c) OF 2500 PSI AT 28 DAYS.

2. STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

5000 PSI - T-WALLS, DRAINAGE STRUCTURE AND WING WALLS

AT 28 DAYS,

1. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c)

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SCALE: 1'' = 1000'

NORTH

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S T . J O H N T H E B A P T I S T P A R I S H

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G-006

C/L STA. 247+50

B/L STA. 247+50

BEGIN LEVEE SECTION

LIMIT OF WORK

C/L STA. 319+73.75

B/L STA. 319+75.39

BEGIN T-WALL SECTION

END LEVEE SECTION

RESERVE

KCS RAILROAD

WSLP 108

DRAINAGE STRUCTURE

MISSISSIPPI BAYOU

C/L STA. 323+26.25

B/L STA. 323+27.89

BEGIN LEVEE SECTION

END T-WALL SECTION

WSLP -107

C/L STA. 325+98.36

B/L STA. 326+00

END LEVEE SECTION

LIMIT OF WORK

(SEE SHEET G-007 TO G-010)

ACCESS ROAD "D"

(SEE SHEET G-011 TO G-014)

ACCESS ROAD "C"

WSLP -109

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US Army Corps

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EASEMENT FOR ACCESS ROAD "D"

ENLARGED ACCESS ROAD D PLAN VIEW

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MATCHLINE (SEE SHEET G-008)

PROJECT AREA

WSLP-108

GEOTEXTILE SEPARATOR FABRIC

1V:1H

24'1' 1'

1V:1H

(FULL WIDTH OF FILL)

GEOGRID MAT

(DEPTH VARIES)

SAND FILL

EX. GROUND

N.T.S.

PROJECT AREA

WSLP-107

AGGREGATE ROAD

CRUSHED STONE)

(COMPACTED

12" BASE COURSE

C/L AGGREGATE ROAD

TYPICAL EXISTING ACCESS ROAD SECTION

SURFACE SUBJECT TO DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK.

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT UNNECESSARY DUST. EACH ROADWAY 8.

PROVIDING THE STATE POLICE RESOURCES.

SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING THESE ROADWAYS, INCLUDING THE COSTS FOR

THE RESOURCES TO TEMPORARILY BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE CONTRACTOR

ONTO THE ROADWAYS, THE CONTRACTOR SHALL CONTACT THE LOUISIANA STATE POLICE TO PROVIDE

THE HIGHWAY IS EXTREMELY DANGEROUS FOR MOTORISTS. IF ANY MATERIAL IS TRACKED OR SPILLED

TIRES BEFORE ENTERING ONTO HWY 61. DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY, CLEANING

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN RACKS SO THAT VEHICLES HAVE CLEAN 7.

IN THE "TYPICAL ACCESS ROAD SECTION" ON SHEET G-007 PRIOR TO FINAL ACCEPTANCE.

PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED TO THE PRE-CONSTRUCTION CONDITION SHOWN

CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS THROUGHOUT THE DURATION OF THE 6.

PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

OPERATIONS AND THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN THE

TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION TO BE MADE. ADEQUATE LIGHTING FOR SAFE

CONTRACTING OFFICER, IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH OPERATIONS

THE CONTRACTOR ELECTS TO WORK WEEKENDS AND HOLIDAYS, NOTICE SHALL BE GIVEN TO THE

ARRIVE AT THE JOB SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL 7:00 A.M. WHEN

SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC.

ALLOWED TO WORK ON SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE CONTRACTOR

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 7:00 A.M. THE CONTRACTOR WILL BE 5.

OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION

COORDINATION THROUGHOUT CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND MAINTAIN TRAFFIC CONTROL AND 4.

CONTROL, GRADE THE ROAD, FILL HOLES AND LOW AREAS.

SWEEPING, ETC. OF ACCESS ROAD "D". ON ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST CONTROL, FLAGMEN, STREET

ACCESS WITH THE CONTRACTOR PERFORMING THE ADJOINING WORK ON PROJECT WSLP-107. EACH

ACCESS ROAD “D” WILL ENTER THE SITE NEAR THE EASTERN END OF THE PROJECT AND WILL BE SHARED 3.

THE EASTERN LIMIT OF WORK AT STA 326+00.

TOWARDS THE DIRECTION OF THE EXISTING CANAL AND TREES. FOLLOWING ROAD LEADS STRAIGHT TO

THE SITE SHALL CONTINUE NORTH ON AIRPORT ROAD FOR APPROXIMATELY 0.4 MILES AND TURN RIGHT

POINT OF INGRESS TO ACCESS ROAD “D”IS VIA AIRPORT ROAD NORTH OF 61. TRAFFIC DRIVING TOWARDS ACCESS ROAD “D” IS LOCATED ON US-61 APPROXIMATELY 1 MILE WEST OF US-637 IN RESERVE, LA. THE 2.

AT SIGNALIZED INTERSECTIONS OR WHERE A QUEUING BAY EXISTS TO AVOID BLOCKING TRAVEL LANES.

SHOWN. NO LEFT HAND TURNS OR U-TURNS ARE PERMITTED ON US HIGHWAY 61 (AIRLINE HWY) EXCEPT

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US HIGHWAY 61, THENCE ACCESS ROAD “D” AS 1.

NOTES:

NORTH

PLAN

G-008

H -8 -4

G -0

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SCALE: 1" = 200'

400'0 200'

EASEMENT FOR ACCESS ROAD "D"

ENLARGED ACCESS ROAD D PLAN VIEW

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MATCHLINE (SEE SHEET G-007)

MATCHLINE (SEE SHEET G-009)

SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK.

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO DUSTING

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

THESE ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING

TEMPORARILY BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE

CONTACT THE LOUISIANA STATE POLICE TO PROVIDE THE RESOURCES TO

IS TRACKED OR SPILLED ONTO THE ROADWAYS, THE CONTRACTOR SHALL

HIGHWAY IS EXTREMELY DANGEROUS FOR MOTORISTS. IF ANY MATERIAL

DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY, CLEANING THE

SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING ONTO HWY 61.

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN RACKS 7.

ACCEPTANCE.

"TYPICAL ACCESS ROAD SECTION" ON SHEET G-007 PRIOR TO FINAL

RETURNED TO THE PRE-CONSTRUCTION CONDITION SHOWN IN THE

THE DURATION OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE

CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS THROUGHOUT 6.

PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

CONDUCTED WITHIN THE PERMISSIBLE HOURS OF WORK SHALL BE

SAFE OPERATIONS AND THOROUGH INSPECTION OF NIGHT OPERATIONS

ARRANGEMENTS FOR INSPECTION TO BE MADE. ADEQUATE LIGHTING FOR

COMMENCEMENT OF SUCH OPERATIONS TO PERMIT SUITABLE

THE CONTRACTING OFFICER, IN WRITING, 36 HOURS IN ADVANCE OF

ELECTS TO WORK WEEKENDS AND HOLIDAYS, NOTICE SHALL BE GIVEN TO

ON DESIGNATED TRUCK ROUTES UNTIL 7:00 A.M. WHEN THE CONTRACTOR

SERVICE, HAULING, ETC. ARRIVE AT THE JOB SITE. TRUCKS SHALL REMAIN

NOT START UP ANY EQUIPMENT NOR HAVE ANY TRUCKS FOR DELIVERY,

SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE CONTRACTOR SHALL

A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON SATURDAYS,

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 7:00 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST CONTROL,

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "D". ON

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-107. EACH

PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “D” WILL ENTER THE SITE NEAR THE EASTERN END OF THE 3.

LIMIT OF WORK AT STA 326+00.

CANAL AND TREES. FOLLOWING ROAD LEADS STRAIGHT TO THE EASTERN

MILES AND TURN RIGHT TOWARDS THE DIRECTION OF THE EXISTING

SHALL CONTINUE NORTH ON AIRPORT ROAD FOR APPROXIMATELY 0.4

VIA AIRPORT ROAD NORTH OF 61. TRAFFIC DRIVING TOWARDS THE SITE

US-637 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS ROAD “D”IS

ACCESS ROAD “D” IS LOCATED ON US-61 APPROXIMATELY 1 MILE WEST OF 2.

BLOCKING TRAVEL LANES.

SIGNALIZED INTERSECTIONS OR WHERE A QUEUING BAY EXISTS TO AVOID

ARE PERMITTED ON US HIGHWAY 61 (AIRLINE HWY) EXCEPT AT

THENCE ACCESS ROAD “D”AS SHOWN. NO LEFT HAND TURNS OR U-TURNS

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US HIGHWAY 61, 1.

NOTES:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

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A T

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D E

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R

IP

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A T

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SHEET ID

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US Army Corps

N E

W O

R L E

A N

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A

L

E A

K E A

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N E

W O

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A N

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400'0 200'

A

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P O

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O A

D

EASEMENT FOR ACCESS ROAD "D"

POINT FOR ROAD D

PRIMARY INGRESS AND EGRESS

EXCUTIVE REGIONAL AIRPORT

PORT OF SOUTH LOUISIANA

ENLARGED ACCESS ROAD D PLAN VIEW

P L

A N V

IE

W E

N L

A R

G E

D A

C C

E S

S R

O A

D D

MATCHLINE (SEE SHEET G-008)

MATCHLINE (SEE SHEET G-010)

SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK.

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO DUSTING

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

THESE ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING

TEMPORARILY BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE

CONTACT THE LOUISIANA STATE POLICE TO PROVIDE THE RESOURCES TO

IS TRACKED OR SPILLED ONTO THE ROADWAYS, THE CONTRACTOR SHALL

HIGHWAY IS EXTREMELY DANGEROUS FOR MOTORISTS. IF ANY MATERIAL

DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY, CLEANING THE

SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING ONTO HWY 61.

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN RACKS 7.

ACCEPTANCE.

"TYPICAL ACCESS ROAD SECTION" ON SHEET G-007 PRIOR TO FINAL

RETURNED TO THE PRE-CONSTRUCTION CONDITION SHOWN IN THE

THE DURATION OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE

CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS THROUGHOUT 6.

PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

CONDUCTED WITHIN THE PERMISSIBLE HOURS OF WORK SHALL BE

SAFE OPERATIONS AND THOROUGH INSPECTION OF NIGHT OPERATIONS

ARRANGEMENTS FOR INSPECTION TO BE MADE. ADEQUATE LIGHTING FOR

COMMENCEMENT OF SUCH OPERATIONS TO PERMIT SUITABLE

THE CONTRACTING OFFICER, IN WRITING, 36 HOURS IN ADVANCE OF

ELECTS TO WORK WEEKENDS AND HOLIDAYS, NOTICE SHALL BE GIVEN TO

ON DESIGNATED TRUCK ROUTES UNTIL 7:00 A.M. WHEN THE CONTRACTOR

SERVICE, HAULING, ETC. ARRIVE AT THE JOB SITE. TRUCKS SHALL REMAIN

NOT START UP ANY EQUIPMENT NOR HAVE ANY TRUCKS FOR DELIVERY,

SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE CONTRACTOR SHALL

A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON SATURDAYS,

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 7:00 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST CONTROL,

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "D". ON

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-107. EACH

PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “D” WILL ENTER THE SITE NEAR THE EASTERN END OF THE 3.

LIMIT OF WORK AT STA 326+00.

CANAL AND TREES. FOLLOWING ROAD LEADS STRAIGHT TO THE EASTERN

MILES AND TURN RIGHT TOWARDS THE DIRECTION OF THE EXISTING

SHALL CONTINUE NORTH ON AIRPORT ROAD FOR APPROXIMATELY 0.4

VIA AIRPORT ROAD NORTH OF 61. TRAFFIC DRIVING TOWARDS THE SITE

US-637 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS ROAD “D”IS

ACCESS ROAD “D” IS LOCATED ON US-61 APPROXIMATELY 1 MILE WEST OF 2.

BLOCKING TRAVEL LANES.

SIGNALIZED INTERSECTIONS OR WHERE A QUEUING BAY EXISTS TO AVOID

ARE PERMITTED ON US HIGHWAY 61 (AIRLINE HWY) EXCEPT AT

THENCE ACCESS ROAD “D”AS SHOWN. NO LEFT HAND TURNS OR U-TURNS

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US HIGHWAY 61, 1.

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

A

L

E A

K E A

V E

N E

W O

R L E

A N

S D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

A N

S I

D

W S

L P

M

IS

S

IS

S

IP

P I

B A

Y O

U D

R A

IN

A G

E S

T R

U C

T U

R E A

N D L

E V

E E

S T

A T

O

R M

H

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

IS

K R

E D

U C

T

IO

N P

R O J E

C T

W E

S T S

H O

R E L

A K

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O N

T C

H A

R T

R A

IN

L

A

L J P

H J

D

L J P

M E

T A

IR

IE

L

A

Z

E N

IT

H A

V E

C O

N S

U L T

IN

G E

N G

IN

E E

R S

A

IM

S G

R O

U P I

N C

H -8 -4

S T J

O H

N T

H E B

A P

T

IS

T P

A R

IS

H L

A

J U

N E

W P

B

NORTH

PLAN

G-010

REGALA PARK ROAD

A

IR

P O

R T R

O A

D

US HIGHWAY 61

SCALE: 1" = 200'

400'0 200'

H -8 -4

G -0

.d g n

WAR VERTERANS HOME

SOUTHEAST LOUISIANA

EXCUTIVE REGIONAL AIRPORT

PORT OF SOUTH LOUISIANA

ENLARGED ACCESS ROAD D PLAN VIEW

E N

L A

R G

E D A

C C

E S

S R

O A

D D P

L A

N V

IE

W

MATCHLINE (SEE SHEET G-009)

SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER TRUCK.

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO DUSTING

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

THESE ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING

TEMPORARILY BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE

CONTACT THE LOUISIANA STATE POLICE TO PROVIDE THE RESOURCES TO

IS TRACKED OR SPILLED ONTO THE ROADWAYS, THE CONTRACTOR SHALL

HIGHWAY IS EXTREMELY DANGEROUS FOR MOTORISTS. IF ANY MATERIAL

DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY, CLEANING THE

SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING ONTO HWY 61.

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN RACKS 7.

ACCEPTANCE.

"TYPICAL ACCESS ROAD SECTION" ON SHEET G-007 PRIOR TO FINAL

RETURNED TO THE PRE-CONSTRUCTION CONDITION SHOWN IN THE

THE DURATION OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE

CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS THROUGHOUT 6.

PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

CONDUCTED WITHIN THE PERMISSIBLE HOURS OF WORK SHALL BE

SAFE OPERATIONS AND THOROUGH INSPECTION OF NIGHT OPERATIONS

ARRANGEMENTS FOR INSPECTION TO BE MADE. ADEQUATE LIGHTING FOR

COMMENCEMENT OF SUCH OPERATIONS TO PERMIT SUITABLE

THE CONTRACTING OFFICER, IN WRITING, 36 HOURS IN ADVANCE OF

ELECTS TO WORK WEEKENDS AND HOLIDAYS, NOTICE SHALL BE GIVEN TO

ON DESIGNATED TRUCK ROUTES UNTIL 7:00 A.M. WHEN THE CONTRACTOR

SERVICE, HAULING, ETC. ARRIVE AT THE JOB SITE. TRUCKS SHALL REMAIN

NOT START UP ANY EQUIPMENT NOR HAVE ANY TRUCKS FOR DELIVERY,

SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE CONTRACTOR SHALL

A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON SATURDAYS,

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 7:00 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST CONTROL,

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "D". ON

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-107. EACH

PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “D” WILL ENTER THE SITE NEAR THE EASTERN END OF THE 3.

LIMIT OF WORK AT STA 326+00.

CANAL AND TREES. FOLLOWING ROAD LEADS STRAIGHT TO THE EASTERN

MILES AND TURN RIGHT TOWARDS THE DIRECTION OF THE EXISTING

SHALL CONTINUE NORTH ON AIRPORT ROAD FOR APPROXIMATELY 0.4

VIA AIRPORT ROAD NORTH OF 61. TRAFFIC DRIVING TOWARDS THE SITE

US-637 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS ROAD “D”IS

ACCESS ROAD “D” IS LOCATED ON US-61 APPROXIMATELY 1 MILE WEST OF 2.

BLOCKING TRAVEL LANES.

SIGNALIZED INTERSECTIONS OR WHERE A QUEUING BAY EXISTS TO AVOID

ARE PERMITTED ON US HIGHWAY 61 (AIRLINE HWY) EXCEPT AT

THENCE ACCESS ROAD “D”AS SHOWN. NO LEFT HAND TURNS OR U-TURNS

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US HIGHWAY 61, 1.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

A

L

E A

K E A

V E

N E

W O

R L E

A N

S D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

A N

S I

D

W S

L P

M

IS

S

IS

S

IP

P I

B A

Y O

U D

R A

IN

A G

E S

T R

U C

T U

R E A

N D L

E V

E E

S T

A T

O

R M

H

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

IS

K R

E D

U C

T

IO

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

IN

L

A

L J P

H J

D

L J P

M E

T A

IR

IE

L

A

Z

E N

IT

H A

V E

C O

N S

U L T

IN

G E

N G

IN

E E

R S

A

IM

S G

R O

U P I

N C

H -8 -4

S T J

O H

N T

H E B

A P

T

IS

T P

A R

IS

H L

A

J U

N E

W P

B

NORTH

PLAN

G-011

EXISTING ROW

EXISTING ROW

BASELINE

L

IM

IT

S O

F W

O R

K S

T A . 2

H -8 -4

G -0

.d g n

SCALE: 1" = 200'

400'0 200'

EASEMENT FOR ACCESS ROAD "C"

FLOOD SIDE

LAND SIDE

E N

L A

R G

E D A

C C

E S

S R

O A

D C P

L A

N V

IE

W

MATCHLINE (SEE SHEET G-012)

PROJECT AREA

WSLP-109 PROJECT AREA

WSLP-108

ENLARGED ACCESS ROAD C PLAN VIEW

TRUCK.

DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING THESE

BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE CONTRACTOR

STATE POLICE TO PROVIDE THE RESOURCES TO TEMPORARILY

ROADWAYS, THE CONTRACTOR SHALL CONTACT THE LOUISIANA

MOTORISTS. IF ANY MATERIAL IS TRACKED OR SPILLED ONTO THE

CLEANING THE HIGHWAY IS EXTREMELY DANGEROUS FOR

ONTO HWY 61. DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY,

RACKS SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN 7.

TO FINAL ACCEPTANCE.

SHOWN IN THE "TYPICAL ACCESS ROAD SECTION" SHEET G-007 PRIOR

ROAD SHALL BE RETURNED TO THE PRE-CONSTRUCTION CONDITION

THROUGHOUT THE DURATION OF THE PROJECT. EXISTING ACCESS

THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS 6.

CONTRACTOR AT THEIR OWN EXPENSE.

THE PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE

THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN

TO BE MADE. ADEQUATE LIGHTING FOR SAFE OPERATIONS AND

OPERATIONS TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION

IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH

HOLIDAYS, NOTICE SHALL BE GIVEN TO THE CONTRACTING OFFICER,

7:00 A.M. WHEN THE CONTRACTOR ELECTS TO WORK WEEKENDS AND

SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL

TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC. ARRIVE AT THE JOB

CONTRACTOR SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY

SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE

7:00 A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

CONTROL, GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ON ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "C".

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-109. EACH

THE PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “C” WILL ENTER THE SITE NEAR THE WESTERN END OF 3.

WILL LEAD TO THE WESTERN LIMIT OF WORK AT STA 247+50.

AFTER TRAVELLING APPROXIMATELY 0.4 MILES. THIS LAST STRETCH

TURNING LEFT. THIS ROAD LEADS TO ANOTHER TURN TO THE RIGHT

TO THE END CROSSING OVER AN EXISTING CANAL AND THEN

TOWARDS THE SITE SHALL CONTINUE NORTH ON TERRE HAUTE ROAD

ROAD “C” IS VIA TERRE HAUTE ROAD NORTH OF 61. TRAFFIC DRIVING

EAST OF US-54 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS

ACCESS ROAD “C” IS LOCATED ON US-61 APPROXIMATELY 2 MILES 2.

BAY EXISTS TO AVOID BLOCKING TRAVEL LANES.

HWY) EXCEPT AT SIGNALIZED INTERSECTIONS OR WHERE A QUEUING

TURNS OR U-TURNS ARE PERMITTED ON US HIGHWAY 61 (AIRLINE

HIGHWAY 61, THENCE ACCESS ROAD “C” AS SHOWN. NO LEFT HAND

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US 1.

NOTES:

B /L P .I S

T A .9

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

A

L

E A

K E A

V E

N E

W O

R L E

A N

S D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

A N

S I

D

W S

L P

M

IS

S

IS

S

IP

P I

B A

Y O

U D

R A

IN

A G

E S

T R

U C

T U

R E A

N D L

E V

E E

S T

A T

O

R M

H

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

IS

K R

E D

U C

T

IO

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

IN

L

A

L J P

H J

D

L J P

M E

T A

IR

IE

L

A

Z

E N

IT

H A

V E

C O

N S

U L T

IN

G E

N G

IN

E E

R S

A

IM

S G

R O

U P I

N C

H -8 -4

S T J

O H

N T

H E B

A P

T

IS

T P

A R

IS

H L

A

J U

N E

W P

B

NORTH

PLAN

G-012

LAND SIDE

H -8 -4

G -0

.d g n

MATCHLINE (SEE SHEET G-013)

MATCHLINE (SEE SHEET G-011)

(SEE NOTE 2)

EXISTING CANAL CROSSING

E N

L A

R G

E D A

C C

E S

S R

O A

D C P

L A

N V

IE

W

EASEMENT FOR ACCESS ROAD "C"

SCALE: 1" = 200'

400'0 200'

ENLARGED ACCESS ROAD C PLAN VIEW

TRUCK.

DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 9.

POLICE RESOURCES.

ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING THESE

BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE CONTRACTOR

STATE POLICE TO PROVIDE THE RESOURCES TO TEMPORARILY

ROADWAYS, THE CONTRACTOR SHALL CONTACT THE LOUISIANA

MOTORISTS. IF ANY MATERIAL IS TRACKED OR SPILLED ONTO THE

CLEANING THE HIGHWAY IS EXTREMELY DANGEROUS FOR

ONTO HWY 61. DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY,

RACKS SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN 8.

TO FINAL ACCEPTANCE.

SHOWN IN THE "TYPICAL ACCESS ROAD SECTION" SHEET G-007 PRIOR

ROAD SHALL BE RETURNED TO THE PRE-CONSTRUCTION CONDITION

THROUGHOUT THE DURATION OF THE PROJECT. EXISTING ACCESS

THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS 7.

FROM 7:00AM TO 7:00PM, (7) SEVEN DAYS PER WEEK.

THE PERMISSIBLE HOURS OF WORK AT THE CONSTRUCTION SITE ARE 6.

CONTRACTOR AT THEIR OWN EXPENSE.

THE PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE

THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN

TO BE MADE. ADEQUATE LIGHTING FOR SAFE OPERATIONS AND

OPERATIONS TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION

IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH

HOLIDAYS, NOTICE SHALL BE GIVEN TO THE CONTRACTING OFFICER,

7:00 A.M. WHEN THE CONTRACTOR ELECTS TO WORK WEEKENDS AND

SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL

TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC. ARRIVE AT THE JOB

CONTRACTOR SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY

SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE

7:00 A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 5.

CONTROL, GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ON ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "C".

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-109. EACH

THE PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “C” WILL ENTER THE SITE NEAR THE WESTERN END OF 4.

WILL LEAD TO THE WESTERN LIMIT OF WORK AT STA 247+50.

AFTER TRAVELLING APPROXIMATELY 0.4 MILES. THIS LAST STRETCH

TURNING LEFT. THIS ROAD LEADS TO ANOTHER TURN TO THE RIGHT

TO THE END CROSSING OVER AN EXISTING CANAL AND THEN

TOWARDS THE SITE SHALL CONTINUE NORTH ON TERRE HAUTE ROAD

ROAD “C” IS VIA TERRE HAUTE ROAD NORTH OF 61. TRAFFIC DRIVING

EAST OF US-54 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS

ACCESS ROAD “C” IS LOCATED ON US-61 APPROXIMATELY 2 MILES 3.

STATION.

AVOID ANY CONFLICT OR DISTURBANCE OF THE EXISTING PUMP

REQUIRED TO USE THE WESTERN CROSSING OVER THE CANAL TO

ADJACENT TO THE PUMPING STATION. THE CONTRACTOR WILL BE

CONTRACTOR SHALL NOT USE THE CROSSING AND ROADWAY 2.

BAY EXISTS TO AVOID BLOCKING TRAVEL LANES.

HWY) EXCEPT AT SIGNALIZED INTERSECTIONS OR WHERE A QUEUING

TURNS OR U-TURNS ARE PERMITTED ON US HIGHWAY 61 (AIRLINE

HIGHWAY 61, THENCE ACCESS ROAD “C” AS SHOWN. NO LEFT HAND

CONSTRUCTION SITE ACCESS FOR WSLP-108 WILL BE VIA US 1.

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

N E

W O

R L E

A N

S L

A

L

E A

K E A

V E

N E

W O

R L E

A N

S D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

Z X

X X

X X

X X

X X

X X

A N

S I

D

W S

L P

M

IS

S

IS

S

IP

P I

B A

Y O

U D

R A

IN

A G

E S

T R

U C

T U

R E A

N D L

E V

E E

S T

A T

O

R M

H

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

IS

K R

E D

U C

T

IO

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

IN

L

A

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NORTH

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G-013

LAND SIDE

T E

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E H

A U

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H -8 -4

G -0

.d g n

SCALE: 1" = 200'

400'0 200'

EASEMENT FOR ACCESS ROAD "C"

ENLARGED ACCESS ROAD C PLAN VIEW

E N

L A

R G

E D A

C C

E S

S R

O A

D C P

L A

N V

IE

W

MATCHLINE (SEE SHEET G-012)

MATCHLINE (SEE SHEET G-014)

TRUCK.

DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING THESE

BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE CONTRACTOR

STATE POLICE TO PROVIDE THE RESOURCES TO TEMPORARILY

ROADWAYS, THE CONTRACTOR SHALL CONTACT THE LOUISIANA

MOTORISTS. IF ANY MATERIAL IS TRACKED OR SPILLED ONTO THE

CLEANING THE HIGHWAY IS EXTREMELY DANGEROUS FOR

ONTO HWY 61. DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY,

RACKS SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN 7.

TO FINAL ACCEPTANCE.

SHOWN IN THE "TYPICAL ACCESS ROAD SECTION" SHEET G-007 PRIOR

ROAD SHALL BE RETURNED TO THE PRE-CONSTRUCTION CONDITION

THROUGHOUT THE DURATION OF THE PROJECT. EXISTING ACCESS

THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS 6.

CONTRACTOR AT THEIR OWN EXPENSE.

THE PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE

THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN

TO BE MADE. ADEQUATE LIGHTING FOR SAFE OPERATIONS AND

OPERATIONS TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION

IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH

HOLIDAYS, NOTICE SHALL BE GIVEN TO THE CONTRACTING OFFICER,

7:00 A.M. WHEN THE CONTRACTOR ELECTS TO WORK WEEKENDS AND

SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL

TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC. ARRIVE AT THE JOB

CONTRACTOR SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY

SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE

7:00 A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

CONTROL, GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ON ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "C".

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-109. EACH

THE PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “C” WILL ENTER THE SITE NEAR THE WESTERN END OF 3.

WILL LEAD TO THE WESTERN LIMIT OF WORK AT STA 247+50.

AFTER TRAVELLING APPROXIMATELY 0.4 MILES. THIS LAST STRETCH

TURNING LEFT. THIS ROAD LEADS TO ANOTHER TURN TO THE RIGHT

TO THE END CROSSING OVER AN EXISTING CANAL AND THEN

TOWARDS THE SITE SHALL CONTINUE NORTH ON TERRE HAUTE ROAD

ROAD “C” IS VIA TERRE HAUTE ROAD NORTH OF 61. TRAFFIC DRIVING

EAST OF US-54 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS

ACCESS ROAD “C” IS LOCATED ON US-61 APPROXIMATELY 2 MILES 2.

BAY EXISTS TO AVOID BLOCKING TRAVEL LANES.

HWY) EXCEPT AT SIGNALIZED INTERSECTIONS OR WHERE A QUEUING

TURNS OR U-TURNS ARE PERMITTED ON US HIGHWAY 61 (AIRLINE

HIGHWAY 61, THENCE ACCESS ROAD “C” AS SHOWN. NO LEFT HAND

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US Army Corps

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G-014

LAND SIDE

T E

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E H

A U

T E R

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D

H -8 -4

G -0

.d g n

SCALE: 1" = 200'

400'0 200'

MARATHON GAS STATION

EASEMENT FOR ACCESS ROAD "C"

ENLARGED ACCESS ROAD C PLAN VIEW

E N

L A

R G

E D A

C C

E S

S R

O A

D C P

L A

N V

IE

W

HIGHWAY 61

MATCHLINE (SEE SHEET G-013)

TRUCK.

DUSTING SHALL BE KEPT MOIST WITH WATER BY MEANS OF A WATER

UNNECESSARY DUST. EACH ROADWAY SURFACE SUBJECT TO

CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT 8.

POLICE RESOURCES.

ROADWAYS, INCLUDING THE COSTS FOR PROVIDING THE STATE

SHALL BE RESPONSIBLE FOR ALL COSTS OF CLEANING THESE

BLOCK TRAFFIC UNTIL THE ROADWAY IS CLEAN. THE CONTRACTOR

STATE POLICE TO PROVIDE THE RESOURCES TO TEMPORARILY

ROADWAYS, THE CONTRACTOR SHALL CONTACT THE LOUISIANA

MOTORISTS. IF ANY MATERIAL IS TRACKED OR SPILLED ONTO THE

CLEANING THE HIGHWAY IS EXTREMELY DANGEROUS FOR

ONTO HWY 61. DUE TO THE HIGH RATE OF SPEED ON THE HIGHWAY,

RACKS SO THAT VEHICLES HAVE CLEAN TIRES BEFORE ENTERING

CAUTION: ALL VEHICLES SHALL UTILIZE THE TRUCK WASH DOWN 7.

TO FINAL ACCEPTANCE.

SHOWN IN THE "TYPICAL ACCESS ROAD SECTION" SHEET G-007 PRIOR

ROAD SHALL BE RETURNED TO THE PRE-CONSTRUCTION CONDITION

THROUGHOUT THE DURATION OF THE PROJECT. EXISTING ACCESS

THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROADS 6.

CONTRACTOR AT THEIR OWN EXPENSE.

THE PERMISSIBLE HOURS OF WORK SHALL BE PROVIDED BY THE

THOROUGH INSPECTION OF NIGHT OPERATIONS CONDUCTED WITHIN

TO BE MADE. ADEQUATE LIGHTING FOR SAFE OPERATIONS AND

OPERATIONS TO PERMIT SUITABLE ARRANGEMENTS FOR INSPECTION

IN WRITING, 36 HOURS IN ADVANCE OF COMMENCEMENT OF SUCH

HOLIDAYS, NOTICE SHALL BE GIVEN TO THE CONTRACTING OFFICER,

7:00 A.M. WHEN THE CONTRACTOR ELECTS TO WORK WEEKENDS AND

SITE. TRUCKS SHALL REMAIN ON DESIGNATED TRUCK ROUTES UNTIL

TRUCKS FOR DELIVERY, SERVICE, HAULING, ETC. ARRIVE AT THE JOB

CONTRACTOR SHALL NOT START UP ANY EQUIPMENT NOR HAVE ANY

SATURDAYS, SUNDAYS AND HOLIDAYS. PRIOR TO 7:00 A.M. THE

7:00 A.M. THE CONTRACTOR WILL BE ALLOWED TO WORK ON

NO WORK SHALL BE DONE AT THE JOB SITE BETWEEN 7:00 P.M. AND 5.

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

SUBMITTED FOR GOVERNMENT APPROVAL PRIOR TO THE

CONSTRUCTION. A SITE-SPECIFIC TRAFFIC CONTROL PLAN MUST BE

MAINTAIN TRAFFIC CONTROL AND COORDINATION THROUGHOUT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND 4.

CONTROL, GRADE THE ROAD, FILL HOLES AND LOW AREAS.

ON ACCESS ROADS, THE CONTRACTOR SHALL MAINTAIN DUST

CONTROL, FLAGMEN, STREET SWEEPING, ETC. OF ACCESS ROAD "C".

CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MAINTENANCE, DUST

PERFORMING THE ADJOINING WORK ON PROJECT WSLP-109. EACH

THE PROJECT AND WILL BE SHARED ACCESS WITH THE CONTRACTOR

ACCESS ROAD “C” WILL ENTER THE SITE NEAR THE WESTERN END OF 3.

WILL LEAD TO THE WESTERN LIMIT OF WORK AT STA 247+50.

AFTER TRAVELLING APPROXIMATELY 0.4 MILES. THIS LAST STRETCH

TURNING LEFT. THIS ROAD LEADS TO ANOTHER TURN TO THE RIGHT

TO THE END CROSSING OVER AN EXISTING CANAL AND THEN

TOWARDS THE SITE SHALL CONTINUE NORTH ON TERRE HAUTE ROAD

ROAD “C” IS VIA TERRE HAUTE ROAD NORTH OF 61. TRAFFIC DRIVING

EAST OF US-54 IN RESERVE, LA. THE POINT OF INGRESS TO ACCESS

ACCESS ROAD “C” IS LOCATED ON US-61 APPROXIMATELY 2 MILES 2.

BAY EXISTS TO AVOID BLOCKING TRAVEL LANES.

HWY) EXCEPT AT SIGNALIZED INTERSECTIONS OR WHERE A QUEUING

TURNS OR U-TURNS ARE PERMITTED ON US HIGHWAY 61 (AIRLINE

HIGHWAY 61, THENCE ACCESS ROAD “C” AS SHOWN. NO LEFT HAND

-8 -4

B -0

.d g n

B-001

S O

IL

B

O R

IN

G L

E G

E N

D

UNIFIED SOIL CLASSIFICATION

DESCRIPTIVE SYMBOLS

NOTES:

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

MAJOR DIVISION

C O

A R

S E G

R A

IN

E D

S

O

IL

S

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e

S A

N D

S G

R A

V E

L S

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n N o s ie v e s iz e

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n N o s ie v e s iz e

TYPE

CLEAN

GRAVEL

GRAVEL

(Little or No fines)

(Appreciable Amount of

Fines)

CLEAN

SAND

SANDS

(Little or

No Fines)

(Appreciable Amount of

Fines)

LETTER

SYMBOL

GW

GP

GM

GC

SW

SP

SM

SC

SYM

BOL

TYPICAL NAMES

SILTS AND

SILTS AND

(Liquid Limit

(Liquid Limit

50)

50)

ML

CL

OL

MH

CH

OH

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

SHELLS

Pt

Wd

SI

WOOD

SHELLS

NO SAMPLE

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.

F

IN

E G

R A

IN

E D S

O

IL

S

M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e

0 20 40 60 80 100

COLOR

COLOR SYMBOL

TAN

YELLOW

RED

T

Y

R

BLACK BK

IGr

BROWN

LIGHT BROWN

DARK BROWN dBr

IBr

Br dGr

Gr

GREEN

BLUE

Gn

Bl

BLUE-GREEN

WHITE Wh

MOTTLED Mot

MODIFICATIONS

MODIFICATION SYMBOL

F

M

C

Traces

Fine

Medium

Coarse cc

Rootlets rt

Lignite fragments lg

Shale fragments sh

Sandstone fragments sds

Shell fragments slf

Organic matter O

Clay strata or lenses CS

Silt strata or lenses SIS

Sand strata or lenses SS

Sandy S

Gravelly G

Boulders B

Slickensides SL

Wood Wd

Oxidized Ox

CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ.FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250-500

500-1000

2000-4000 vSo

So

M

St vSt

H

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectively

Ground-water surface and date observed

Denotes location of unconsolidated-undrained triaxial compression test

Denotes free water encountered in boring or sample

C

S

R

Q

T

FW

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

** Results of these tests are available for inspection in the U.S. Army Engineer District

HIGHLY ORGANIC SOILS

LIGHT GRAY

DARK GRAY

BROWNISH-GRAY

GREENISH-GRAY

GRAYISH-GREEN

GRAYISH-BROWN

GRAY Concretions

CLAYS

CLAYS

10soil is finer, and 90% coarser than D .

WITH FINES

WITH FINES

Office, if these symbols appear beside the boring logs on the drawings.

brGr gyBr gnGr gyGn

BlGn

Tr

NS No Sample Retrieved

0 20 40 60 80 100

L.L.-LIQUID LIMIT

PLASTICITY CHART

"A " L

IN

E

P I.

P

L A

S T

IC

IT

Y I

N D

E X "U

LI

N E

CL-ML

For classification of fine-grained soils in accordance with ASTM D 2487

The D size of a soil is the grain diameter in millimeters of which 10% of the

When underlined denotes D size in mm

Denotes location of consolidation test * *

Denotes location of consolidated-drained direct shear test * *

Denotes location of…