wbv-18.2 levee lift prior to armoring southeast...

COVER SHEET

LOCATION AND VICINITY MAP

00

01

CONSTRUCTION ACCESS PLAN

02GENERAL NOTES AND LEGEND

03 BASELINE TABULATIONS

04

PLAN AND PROFILE, C/L STA 500+00 TO C/L STA 528+0005

06

07

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10TYPICAL LEVEE DESIGN SECTION

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INDEX OF DRAWINGSNO.

MISCELLANEOUS DETAILS

SETTLEMENT GAGE DETAIL

DESIGN CROSS SECTIONS, C/L STA 500+97.28 TO C/L STA 505+00

SLOPE PAVING TIE-IN DETAILS

23

24



PLAN AND PROFILE, C/L STA 612+00 TO C/L STA 640+38.17

DESIGN CROSS SECTIONS, C/L STA 510+00 TO C/L STA 520+00

DESIGN CROSS SECTIONS, C/L STA 525+00 TO C/L STA 533+70.15







DESIGN CROSS SECTIONS, C/L STA 610+23.17 TO C/L STA 618+47.23




00

WBV-18.2 LEVEE LIFT

PRIOR TO ARMORING

SOUTHEAST LOUISIANA FLOOD PROTECTION

AUTHORITY - WEST

JEFFERSON PARISH, LOUISIANA

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NO.

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DATE

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REVISION DESCRIPTION

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BY

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DATE

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PROJECT NO.

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OCT 2017

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DESIGNED

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AMH/HJD

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TJG

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LOCATION MAP

VICINITY MAP

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BAYOU VERRET

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EXIST. CATAOUATCHE PUMP STATION

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U.S HIGHWAY 90

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TO LULING

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TO AVONDALE

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EXIST. ACCESS ROAD TO CATAOUATCHE PUMP STATION

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BEGIN PROJECT B/L STA 270+97.28

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END PROJECT B/L STA 410+36.68

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G U L F O F M E X I C O

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A R K A N S A S

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T E X A S

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M I S S I S S I P P I

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CADDO

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BOSSIER

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WEBSTER

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CLAIBORNE

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LINCOLN

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MOREHOUSE

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WEST

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CARROLL

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EAST

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CARROLL

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MADISON

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FRANKLIN

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RICHLAND

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OUACHITA

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JACKSON

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BIENVILLE

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RED RIVER

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DESOTO

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SABINE

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NATCHITOCHES

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W I N N

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GRANT

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RAPIDES

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VERNON

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BEAUREGARD

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CALCASIEU

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CAMERON

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DAVIS

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JEFFERSON

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ALLEN

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EVANGELINE

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AVOYELLES

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ST. LANDRY

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LAFAYETTE

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MARTIN

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ST.

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IBERIA

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ST. BERNARD

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ORLEANS

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ST.TAMMANY

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WASHINGTON

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TANGIPAHOA

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LIVINGSTON

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HELENA

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ST.

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EAST

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FELICIANA

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WEST

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FELICIANA

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POINTE

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COUPEE

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IBERVILLE

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ROUGE

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BATON

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ASCENSION

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ST.

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JOHN

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ST.

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JAMES

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ASSUMPTION

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VERMILION

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ACADIA

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UNION

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CALDWELL

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LASALLE

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CATAHOULA

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CONCORDIA

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TENSAS

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ST. MARY

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MARTIN

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ST.

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WEST

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ROUGE

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BATON

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EAST

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JEFFERSON

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CHARLES

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ST.

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LAFOURCHE

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TERREBONNE

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PLAQUEMINES

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%%uPROJECT SITE

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LOCATION AND VICINITY MAP

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1200

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2400

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NOTES: 1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE. 2. STATIONING REFERS WEST BANK AND VICINITY (WBV) SYSTEM BASELINE.

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NO.

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PROJECT NO.

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OCT 2017

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DESIGNED

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SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

A

2

99/999

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SCALE:

TOP FRONT SIDE

A

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

2

2

99/999

EXIST

MAX

MIN

SST

TYP

EXISTING

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

B/L

EL.

EX

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EJ

FT

HT

MISC

NF

OF

NO

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SPEC

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UGND

S/P WIDTH

WATER MAINWM

W

MISC

LANDWARDL/W

FILL

CUT

LEVEE

RIGHT OF WAY

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXISTING

EXIST EXISTING

V

H HORIZONTAL

DIST DISTANCE

P.I. POINT OF INFLECTION

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

A

NEW CONSTRUCTION

EXISTING GROUND

99/999

2

1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH

ZONE.

2. BEARINGS SHOWN ARE BASED FROM THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983,

SOUTH ZONE.

3. ELEVATIONS REFER TO NAVD88 (2009.55) BASED ON GPS OBSERVATIONS (GEOID12B).

4. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS ARE APPROXIMATE. THE CONTRACTOR

SHALL FIELD VERIFY ACTUAL DIMENSIONS.

5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS SHOWN WHERE

DRAWING IS NOT OF SCALE.

6. ALL ELEVATIONS ARE PROVIDED IN FEET.

7. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS ARE SHOWN FOR

INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART, ON INFORMATION PROVIDED BY THE

RESPECTIVE UTILITY COMPANIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL

EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF ITS

CONSTRUCTION OPERATIONS. THE DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

9. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID UNNECESSARY NOISE

APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE AREA DURING WORKING HOURS. ALL

CONSTRUCTION MACHINERY & VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING

DEVICES, AND OPERATED SUCH MANNER TO CAUSE THE LEAST NOISE, CONSISTENT WITH

EFFICIENT PERFORMANCE OF THE WORK.

10. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT UNNECESSARY DUST WHILE

TRANSPORTING EARTHEN MATERIAL WITHIN THE LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL

BE KEPT MOIST TO PREVENT BLOWING DUST.

11. CONTRACTOR SHALL VISIT THE SITE OF WORK AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO

SUBMITTING BID PROPOSAL.

12. ALL WORK AROUND AND UNDER HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH

OSHA AND ENTERGY REQUIREMENTS.

13. AS SPECIFIED UNDER THIS CONTRACT, THE CONTRACTOR SHALL FURNISH THE BORROW MATERIAL

FOR CONSTRUCTION OF EMBANKMENT FROM ANY OF THE CLAY SOURCES IN THE

SPECIFICATIONS.

14. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE BASELINE LISTED AS LT.

(LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.

15. GROUND LINE ELEVATIONS SHOWN WERE OBTAINED FROM A JULY 2015 CONTROLLED LAND

SURVEY PERFORMED BY DUFRENE SURVEYING & ENGINEERING, INC..

16. IN ORDER TO ENSURE THE SAFETY OF ALL PARTIES, THE CONTRACTOR SHALL CONTACT THE

LOUISIANA ONE CALL SYSTEM (1-800-272-3020) A MINIMUM OF 48 HOURS PRIOR TO THE

COMMENCEMENT OF ANY EXCAVATION (DIGGING, DREDGING, JETTING, ETC.) OR DEMOLITION

ACTIVITY.

17. EROSION CONTROL SILT FENCE LOCATION IS TABULATED BY X-Y COORDINATES. SEE

SPECIFICATION SECTION 01 57 23.00 12 FOR TABULATION DETAILS.

18. PAYMENT FOR THE ACCESS ROAD FROM U.S. HIGHWAY 90 TO THE CONSTRUCTION STAGING AREA

SHALL INCLUDE THE QUANTITY REQUIRED TO CONSTRUCT THE ROAD AS SPECIFIED FOR

GRANULAR SURFACING.

19. PAYMENT FOR THE CONSTRUCTION STAGING AREA SHALL INCLUDE GRADING AREA, PLACEMENT

OF GEOTEXTILE SEPARATOR, AND SPREADING OF CRUSHED STONE REQUIRED TO CONSTRUCT

THE CONSTRUCTION STAGING AREA.

20. THERE SHALL BE NO DIRECT PAYMENT FOR THE CONSTRUCTION OF THE HAUL ROUTE. THE AREAS

OF THE BERM USED FOR HAULING AND STAGING SHALL BE RESTORED TO PRE-CONSTRUCTION

CONDITION. PAYMENT FOR THE RESTORATION OF THE BERM SHALL BE INCIDENTAL TO

MOBILIZATION AND DEMOBILIZATION.

21. SOIL BORING LOGS, CPT LOGS AND HYDROGRAPHIC SURVEY DATA WILL BE AVAILABLE TO THE

CONTRACTOR BY REQUEST ONLY. REQUEST SHALL BE SUBMITTED TO THE AUTHORITY.

22. THE PRE-CONSTRUCTION AND POST- CONSTRUCTION CONDITIONS OF THE PERMANENT ROADS,

STREETS, DRIVEWAYS, SIDEWALKS, ABOVE-GROUND UTILITIES, EXISTING GROUND, AND EXISTING

STRUCTURES SHALL BE VERIFIED AND BE DOCUMENTED BE THE USE OF CONTRACTOR-FURNISHED

PHOTOGRAPHS AND VIDEOS. THE CONTRACTOR SHALL COORDINATE SO THAT REPRESENTATIVES

OF THE AUTHORITY ARE PRESENT DURING THE PRE- AND POST-CONSTRUCTION DOCUMENTATION.

LEVEE CENTERLINE

PROJECT BASELINE

LIMIT OF FILL

VIEW SUBTITLE/

(CENTERED UNDER

EACH VIEW)

GENERAL NOTES:

SILT FENCE

HAUL ROUTE

CONSTRUCTION STAGING AREA

EXISTING FENCE

9.6 km (5.95 MI) SOUTHERLY ALONG STATE HWY 3134 FROM THE

JUNCTION OF STATE HWY 45 (BARATARIA BLVD) IN MARRERO, 7.3M (24')

EAST OF CENTERLINE OF THE HWY, 1.2M (3.9') SOUTH-SOUTHEAST

OF THE NORTH END OF A BRIDGE SPANNING THE INTRACOASTAL

WATERWAY, 1.0M (3.3') SOUTH OF THE SOUTH FACE OF A WING WALL,

0.6M (2') EAST OF THE EAST FACE OF THE BRIDGE RAILING, AND 0.3M

(1') BELOW THE LEVEL OF THE HIGHWAY

2.4 KM (1.50 MI) NORTHERLY ALONG STATE HIGHWAY 45 (BARATARIA

BLVD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO,

THENCE 1.7 KM (1.05 MI) WESTERLY ALONG LAPALCO BLVD., 21.1 M (69.2

FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE

BOULEVARD, 6.2 M (20.3 FT) EAST OF THE CENTER OF A ROAD LEADING

TO THE MARRERO WASTE WATER TREATMENT PLANT AND WAREHOUSE

AT 6250 LAPALCO BLVD., 1.7 M (5.6 FT) EAST OF THE EAST POST OF A

GATE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND THE SOUTHEAST

CORNER OF A CHAIN-LINK FENCE ENCLOSING THE PLANT, AND 0.3 M (1.0

FT) BELOW THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE

DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

ELEVATION: 2.3'

NAVD (2004.65)

ELEVATION: 2.13'

NAVD (2009.55)

X=3,666,840.25

Y=502,396.15

LAT 29-52-33.06

LONG 90-06-55.22

ELEVATION: 0.6'

NAVD (2004.65)

ELEVATION: 0.42'

NAVD (2009.55)

X=3,635,808.25

Y=514,854.25

LAT 29-54-39.52

LONG 90-12-46.30

WEST ON HWY 90, FROM THE INTERSECTION OF HWY 90 AND THE SOUTH

END OF THE HUEY P LONG BRIDGE, FOR 3.70 MI TO THE ENTRANCE OF THE

REST LAWN CEMETERY GARDENS, ON THE RIGHT. THE MARK IS JUST INSIDE

THE ENTRANCE TO THE CEMETERY. APPROXIMATELY 130 FT NORTH OF THE

WEST BOUND LANE OF HWY 90, 10 FT NORTH OF THE FENCE OF THE CENTER

BRICK PILLAR IN FENCE LINE, 39.4 FT SOUTH OF A FLAG POLE, 16 FT

EAST/SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHWEST BRICK

PILLAR, 17 FT EAST/NORTHEAST OF THE NORTHEAST CORNER OF THE

SOUTHWEST BRICK PILLAR, 16.6 FT WEST/SOUTHWEST OF THE NORTHWEST

CORNER OF THE NORTHEAST BRICK PILLAR.

NOTES:

1. PBM G-365 SHALL BE USED AS PRIMARY BENCHMARK. PBM B-369 & PBM Q-368 SHALL

BE SECONDARY BENCHMARKS

2. BENCHMARK ELEVATIONS PROVIDED BY SLFPA-WEST.

3. NAVD (2009.55) ELEVATIONS OBSERVED BY DUFRENE SURVEYING JULY 2015.

4. NAVD (2009.55) ELEVATIONS ARE TO BE USED ON THIS PROJECT.

4. NAVD (2004.65) PUBLISHED ELEVATIONS PROVIDED FOR INFORMATION ONLY.

PBM

B-369

ELEVATION: 6.00'

NAVD (2004.65)

ELEVATION: 5.81'

NAVD (2009.55)

X=3,671,973.72

Y=463,295.88

LAT 29-46-05.40

LONG 90-06-01.70

PBM

Q-368

PBM

G-365

(PRIMARY)

TABULATION OF BENCHMARK

BENCH

MARKS

ELEVATIONDESCRIPTION

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

PERPETUAL FLOOD PROTECTION

LEVEE EASEMENT

LIMITS OF CONSTRUCTION

02

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%%uELEVATION%%U

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SECTION

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GENERAL NOTES AND LENEND

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NO.

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DATE

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BY

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DATE

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PROJECT NO.

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SHEET NO.

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OCT 2017

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DESIGNED

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DETAILED

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CHECKED

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LAMBERT X

BASELINE

STATION

SYSTEM

B/L STATION

BASELINE

OFFSET

LAMBERT Y

BASELINE

OFFSET

LAMBERT Y LAMBERT X

LAMBERT XLAMBERT Y

LAMBERT X

SYSTEM

B/L STATION

BASELINE

OFFSET

LAMBERT Y

BASELINE

STATION

LEVEE C/L

STATION

PERPETUAL FLOOD PROTECTION LEVEE

EASEMENT (FLOOD SIDE)

WBV SYSTEM BASELINE

TABULATIONS

LEVEE CENTERLINE

TABULATIONS

PERPETUAL FLOOD PROTECTION LEVEE

EASEMENT (PROTECTED SIDE)

03

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NOTES: 1. COORDINATES REFER TO THE LOUISIANA STATE PLANE COORDINATE SYSTEM OF 1983, SOUTH ZONE. 2. SILT FENCE COORDINATES LISTED IN TECHNICAL SPECIFICATION SECTION 01 57 23.00 12.

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267+01.51 282+67.42 298+90.65 303+69.69 314+96.38 326+84.75 344+77.30 357+55.96 366+85.77 370+62.90 380+21.68 385+81.54 388+45.74 395+48.80 398+98.19 401+94.60 407+09.98 410+59.42 415+48.11

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3,621,379.86 3,622,103.58 3,622,850.66 3,623,082.97 3,623,775.92 3,624,494.42 3,625,586.47 3,626,367.09 3,626,937.67 3,627,174.43 3,627,754.08 3,628,117.70 3,628,302.84 3,628,834.39 3,629,109.68 3,629,356.71 3,629,802.99 3,630,114.04 3,630,560.55

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511,822.72 510,434.08 508,992.99 508,574.05 507,685.65 506,739.09 505,317.59 504,304.87 503,570.71 503,277.17 502,513.45 502,087.74 501,899.26 501,439.10 501,223.95 501,060.14 500,802.36 500,643.13 500,444.50

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3,620,829.91 3,621,929.62 3,621,614.10 3,622,260.75 3,622,653.49 3,622,784.92 3,623,089.99 3,623,155.58 3,623,467.60 3,623,668.59 3,624,330.70 3,624,525.54 3,625,138.63 3,626,418.60 3,626,807.26 3,627,197.43 3,627,760.91 3,628,001.44 3,628,572.15 3,628,892.37 3,629,022.16 3,629,501.72 3,629,724.04 3,629,909.96 3,630,305.12 3,630,566.98 3,630,939.21 3,631,235.99 3,631,001.24

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513,275.01 512,282.44 512,014.12 511,647.08 510,893.51 510,640.72 510,052.26 509,925.74 509,323.87 508,961.40 508,112.55 507,855.87 507,627.06 505,957.94 505,453.73 504,947.55 504,222.53 503,924.30 503,172.38 502,797.47 502,665.34 502,250.19 502,076.43 501,953.15 501,724.89 501,590.85 501,425.27 501,327.46 500,615.14

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512,984.54 511,698.75 511,208.02 510,454.45 510,318.77 508,874.82 508,435.71 507,533.19 507,281.49 506,587.36 505,165.12 504,660.82 504,151.85 503,415.52 503,123.08 502,356.57 501,918.76 501,716.86 501,245.99 501,020.97 500,847.52 500,582.71 500,417.49 500,210.99 500,092.78

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3,620,362.87 3,621,162.55 3,621,418.30 3,621,811.04 3,621,881.75 3,622,630.32 3,622,873.81 3,623,577.79 3,623,768.84 3,624,295.73 3,625,388.34 3,625,777.06 3,626,169.39 3,626,741.66 3,626,977.52 3,627,559.31 3,627,933.25 3,628,131.57 3,628,675.50 3,628,963.40 3,629,224.98 3,629,683.43 3,630,006.20 3,630,470.39 3,630,829.09

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3,621,517.81 3,621,562.77 3,621,570.67 3,621,606.20 3,622,116.00 3,622,863.00 3,623,094.68 3,623,787.02 3,624,505.55 3,625,597.56 3,626,378.16 3,626,880.63 3,627,144.44 3,627,367.85 3,627,386.93 3,627,754.08 3,628,117.70 3,628,302.84 3,628,834.39 3,629,109.68 3,629,356.71 3,629,802.99 3,630,093.80

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511,558.02 511,471.75 511,456.59 511,418.72 510,440.53 508,999.61 508,581.80 507,694.19 506,747.59 505,326.13 504,313.44 503,666.91 503,339.83 503,045.48 502,997.19 502,513.45 502,087.74 501,899.26 501,439.10 501,223.95 501,060.14 500,802.36 500,653.49

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251+77.83 267+11.01 272+64.38 281+14.15 282+67.70 298+90.65 303+69.69 314+94.74 318+14.02 326+84.75 344+77.30 351+13.83 357+55.96 366+85.77 370+66.59 380+21.68 385+81.54 388+45.74 395+48.80 398+98.19 401+94.60 407+09.98 410+59.42 415+48.11 419+13.25

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251+77.83 266+01.47 266+62.68 272+64.38 281+14.15 283+97.55 290+60.39 292+02.90 298+80.84 303+14.93 314+96.38 318+14.02 323+66.96 344+78.15 351+14.76 357+53.87 366+76.29 370+62.90 380+51.97 385+45.01 388+03.29 395+75.15 399+39.08 401+62.17 406+83.36 410+30.75 414+95.45 419+13.26 419+13.26

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270+00.00 270+97.28 271+14.38 271+64.38 282+67.44 298+90.85 303+70.79 314+96.29 326+84.79 344+77.30 357+55.96 365+74.79 369+95.30 373+64.39 374+14.39 380+21.68 385+81.54 388+45.74 395+48.80 398+98.19 401+94.60 407+09.98 410+36.68

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0 0 0 14' LT. 14' LT. 14' LT. 14' LT. 14' LT. 14' LT. 14' LT. 14' LT. 14' LT. 16' LT. 14' LT. 0 0 0 0 0 0 0 0 0

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500+00.00 500+97.28 501+14.38 501+66.30 512+69.36 528+92.41 533+70.15 544+95.84 556+84.27 574+76.76 587+55.38 595+74.21 599+94.42 603+63.96 604+15.88 610+23.17 615+83.03 618+47.23 625+50.29 628+99.68 631+96.08 637+11.47 640+38.17

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250.00' RT. 250.01' RT. 250.01' RT. 250.01' RT. 250.01' RT. 250.03' RT. 250.77' RT. 250.00' RT. 250.00' RT. 250.00' RT. 250.00' RT. 250.00' RT. 250.00' RT. 250.01' RT. 250.00' RT. 250.10' RT. 250.15' RT. 250.20' RT. 250.08' RT. 250.20' RT. 250.12' RT. 250.08' RT. 250.09' RT. 250.31' RT. 250.00' RT.

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300.00' LT. 709.63' LT. 299.99' LT. 699.99' LT. 699.99' LT. 699.99' LT. 700.00' LT. 700.00' LT. 700.00' LT. 700.00' LT. 700.02' LT. 700.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.11' LT. 1,050.01' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 1,050.00' LT. 300.00' LT.

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BASELINE TABULATIONS

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NO.

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DATE

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BY

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DATE

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PROJECT NO.

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SHEET NO.

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OCT 2017

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DESIGNED

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DETAILED

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CHECKED

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AMH/HJD

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TJG

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LJP

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2017-282

U.S. HIGHWAY 90


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ADVANCED WARNING SIGNS (SEE NOTE 6)

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ENTRANCE/EXIT TO PROJECT SITE

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TO PROJECT SITE

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HAUL ROUTE

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EXIST. ACCESS ROAD TO CATAOUATCHE PUMP STATION (SEE NOTE 3)

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PI STA 395+48.80

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PI STA 398+98.19

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PI STA 401+94.60

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PI STA 407+09.98

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PI STA 410+59.42

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PI STA 415+48.11

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PI STA 422+76.61

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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST ROW)

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CONSTRUCTION STAGING AREA 250' X 200' (SEE NOTE 4)

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TO U.S. HIGHWAY 90

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WBV SYSTEM BASELINE

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LOCATION OF SILT FENCE

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CATAOUATCHE PUMP STATION

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EXIST. ACCESS ROAD (SEE NOTE 3)

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LIMITS OF FILL

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INTERIOR DRAINAGE CANAL

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DRAINAGE CANAL

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TRUCK WASH DOWN RACK (SEE NOTE 7) (SEE SHEET 24)

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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA. EXIST. ROW)

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WBV SYSTEM BASELINE & LEVEE CENTERLINE

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NOTES: 1.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. WITHIN THE LIMITS OF CONSTRUCTION. WITHIN THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION. THE LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. OF CONSTRUCTION. OF CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. EQUIPMENT SHALL NOT BE ALLOWED BEYOND THE LIMITS OF CONSTRUCTION. 2.LEVEE CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND LEVEE CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND CENTERLINE STATIONING ARE REFERENCED TO THE WEST BANK AND STATIONING ARE REFERENCED TO THE WEST BANK AND STATIONING ARE REFERENCED TO THE WEST BANK AND ARE REFERENCED TO THE WEST BANK AND ARE REFERENCED TO THE WEST BANK AND REFERENCED TO THE WEST BANK AND REFERENCED TO THE WEST BANK AND TO THE WEST BANK AND TO THE WEST BANK AND THE WEST BANK AND THE WEST BANK AND WEST BANK AND WEST BANK AND BANK AND BANK AND AND AND VICINITY BASELINE. SEE SHEET-03 FOR LEVEE CENTERLINE TABULATIONS. 3.CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE CONTRACTOR SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE SHALL MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE MAINTAIN EXISTING ACCESS ROAD THROUGHOUT THE EXISTING ACCESS ROAD THROUGHOUT THE EXISTING ACCESS ROAD THROUGHOUT THE ACCESS ROAD THROUGHOUT THE ACCESS ROAD THROUGHOUT THE ROAD THROUGHOUT THE ROAD THROUGHOUT THE THROUGHOUT THE THROUGHOUT THE THE THE DURATION OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED OF THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED THE PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED PROJECT. EXISTING ACCESS ROAD SHALL BE RETURNED EXISTING ACCESS ROAD SHALL BE RETURNED EXISTING ACCESS ROAD SHALL BE RETURNED ACCESS ROAD SHALL BE RETURNED ACCESS ROAD SHALL BE RETURNED ROAD SHALL BE RETURNED ROAD SHALL BE RETURNED SHALL BE RETURNED SHALL BE RETURNED BE RETURNED BE RETURNED RETURNED RETURNED TO THE PRE-CONSTRUCTION CONDITION PRIOR TO FINAL ACCEPTANCE. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL SHALL RESTORE AREAS OF THE BERM USED AS THE HAUL RESTORE AREAS OF THE BERM USED AS THE HAUL RESTORE AREAS OF THE BERM USED AS THE HAUL AREAS OF THE BERM USED AS THE HAUL AREAS OF THE BERM USED AS THE HAUL OF THE BERM USED AS THE HAUL OF THE BERM USED AS THE HAUL THE BERM USED AS THE HAUL THE BERM USED AS THE HAUL BERM USED AS THE HAUL BERM USED AS THE HAUL USED AS THE HAUL USED AS THE HAUL AS THE HAUL AS THE HAUL THE HAUL THE HAUL HAUL HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AND RESTORE BERM TO AND RESTORE BERM TO RESTORE BERM TO RESTORE BERM TO BERM TO BERM TO TO TO PRE-CONSTRUCTION CONDITION, PRIOR TO FINAL ACCEPTANCE. 6.CONTRACTOR SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC CONTRACTOR SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC SHALL INSTALL ADVANCE WARNING SIGNS AND TRAFFIC INSTALL ADVANCE WARNING SIGNS AND TRAFFIC INSTALL ADVANCE WARNING SIGNS AND TRAFFIC ADVANCE WARNING SIGNS AND TRAFFIC ADVANCE WARNING SIGNS AND TRAFFIC WARNING SIGNS AND TRAFFIC WARNING SIGNS AND TRAFFIC SIGNS AND TRAFFIC SIGNS AND TRAFFIC AND TRAFFIC AND TRAFFIC TRAFFIC TRAFFIC CONTROL DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON DEVICES AS REQUIRED BY LADOTD AND FHWA - MANUAL ON AS REQUIRED BY LADOTD AND FHWA - MANUAL ON AS REQUIRED BY LADOTD AND FHWA - MANUAL ON REQUIRED BY LADOTD AND FHWA - MANUAL ON REQUIRED BY LADOTD AND FHWA - MANUAL ON BY LADOTD AND FHWA - MANUAL ON BY LADOTD AND FHWA - MANUAL ON LADOTD AND FHWA - MANUAL ON LADOTD AND FHWA - MANUAL ON AND FHWA - MANUAL ON AND FHWA - MANUAL ON FHWA - MANUAL ON FHWA - MANUAL ON - MANUAL ON - MANUAL ON MANUAL ON MANUAL ON ON ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG TRAFFIC CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG CONTROL DEVICES (LATEST VERSION) AND HAVE FLAG DEVICES (LATEST VERSION) AND HAVE FLAG DEVICES (LATEST VERSION) AND HAVE FLAG (LATEST VERSION) AND HAVE FLAG (LATEST VERSION) AND HAVE FLAG VERSION) AND HAVE FLAG VERSION) AND HAVE FLAG AND HAVE FLAG AND HAVE FLAG HAVE FLAG HAVE FLAG FLAG FLAG MEN AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE AT THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE THE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE ACCESS FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE FROM U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE U.S. HIGHWAY 90. LOCATIONS SHOWN SHALL BE HIGHWAY 90. LOCATIONS SHOWN SHALL BE HIGHWAY 90. LOCATIONS SHOWN SHALL BE 90. LOCATIONS SHOWN SHALL BE 90. LOCATIONS SHOWN SHALL BE LOCATIONS SHOWN SHALL BE LOCATIONS SHOWN SHALL BE SHOWN SHALL BE SHOWN SHALL BE SHALL BE SHALL BE BE BE FIELD ADJUSTED WITH APPROVAL OF THE AUTHORIZING ENGINEER. 7.LOCATION OF THE TRUCK WASH-DOWN RACK MAY FIELD ADJUSTED.LOCATION OF THE TRUCK WASH-DOWN RACK MAY FIELD ADJUSTED.

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SHEET NO.

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DESIGNED

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PI STA 422+76.61

270+

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PI STA 282+67.42

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WBV SYSTEM BASELINE

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LEVEE CENTERLINE

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LIMITS OF FILL (SEE SHEET 10)

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DRAINAGE CANAL

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DRAINAGE CANAL

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TIE LEVEE TO EXIST. LEVEE STA 500+97.71 (SEE NOTES 5 & 6)

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LIMITS OF WORK C\L STA 500+97.28 B\L STA. 270+97.28

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S27d31'57"E

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S 43d10'10" E

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S 27d31'38" E

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S 27d24'10" E

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PI STA 501+66.30

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PI C/L STA 512+69.36

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PI STA 501+14.38

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WBV SYSTEM BASELINE & LEVEE CENTERLINE ALIGNMENT

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(+12.65)

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(+12.26)

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(+12.28)

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(+12.52)

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(+12.97)

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FULL LEVEE SECTION C\L STA 501+14.38 B\L STA 270+14.38

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DESIGN GRADE EL. 15.0

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PROFILE ALONG C/L EXIST. LEVEE

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TRANSITION TO EXIST. LEVEE WITH 1V ON 10H SLOPE STA 501+14.38

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TIE LEVEE TO EXIST. LEVEE STA 500+97.71 (SEE NOTES 5 & 6)

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PLAN & PROFILE, C/L STA 500+00 TO C/L STA 528+00

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.ALL WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS ALL WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS WORK AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS AND USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS USE OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS OF EQUIPMENT IS TO BE DONE WITHIN THE LIMITS EQUIPMENT IS TO BE DONE WITHIN THE LIMITS EQUIPMENT IS TO BE DONE WITHIN THE LIMITS IS TO BE DONE WITHIN THE LIMITS IS TO BE DONE WITHIN THE LIMITS TO BE DONE WITHIN THE LIMITS TO BE DONE WITHIN THE LIMITS BE DONE WITHIN THE LIMITS BE DONE WITHIN THE LIMITS DONE WITHIN THE LIMITS DONE WITHIN THE LIMITS WITHIN THE LIMITS WITHIN THE LIMITS THE LIMITS THE LIMITS LIMITS LIMITS OF CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING CONSTRUCTION IN THE VICINITY OF THE EXISTING HPTRM ARMORING IN THE VICINITY OF THE EXISTING HPTRM ARMORING IN THE VICINITY OF THE EXISTING HPTRM ARMORING THE VICINITY OF THE EXISTING HPTRM ARMORING THE VICINITY OF THE EXISTING HPTRM ARMORING VICINITY OF THE EXISTING HPTRM ARMORING VICINITY OF THE EXISTING HPTRM ARMORING OF THE EXISTING HPTRM ARMORING OF THE EXISTING HPTRM ARMORING THE EXISTING HPTRM ARMORING THE EXISTING HPTRM ARMORING EXISTING HPTRM ARMORING EXISTING HPTRM ARMORING HPTRM ARMORING HPTRM ARMORING ARMORING ARMORING SYSTEM. THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT THE CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT CONTRACTOR SHALL MAKE A SMOOTH EMBANKMENT SHALL MAKE A SMOOTH EMBANKMENT SHALL MAKE A SMOOTH EMBANKMENT MAKE A SMOOTH EMBANKMENT MAKE A SMOOTH EMBANKMENT A SMOOTH EMBANKMENT A SMOOTH EMBANKMENT SMOOTH EMBANKMENT SMOOTH EMBANKMENT EMBANKMENT EMBANKMENT TIE-IN AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM AS NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM NOT TO DISTURB OR DAMAGE THE EXISTING HPTRM TO DISTURB OR DAMAGE THE EXISTING HPTRM TO DISTURB OR DAMAGE THE EXISTING HPTRM DISTURB OR DAMAGE THE EXISTING HPTRM DISTURB OR DAMAGE THE EXISTING HPTRM OR DAMAGE THE EXISTING HPTRM OR DAMAGE THE EXISTING HPTRM DAMAGE THE EXISTING HPTRM DAMAGE THE EXISTING HPTRM THE EXISTING HPTRM THE EXISTING HPTRM THE EXISTING HPTRM EXISTING HPTRM EXISTING HPTRM HPTRM HPTRM ARMORING SYSTEM. 6.ANY DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED ANY DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED DAMAGES TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED TO THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED THE HPTRM ARMORING SYSTEM SHALL BE REPAIRED HPTRM ARMORING SYSTEM SHALL BE REPAIRED HPTRM ARMORING SYSTEM SHALL BE REPAIRED ARMORING SYSTEM SHALL BE REPAIRED ARMORING SYSTEM SHALL BE REPAIRED SYSTEM SHALL BE REPAIRED SYSTEM SHALL BE REPAIRED SHALL BE REPAIRED SHALL BE REPAIRED BE REPAIRED BE REPAIRED REPAIRED REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL COORDINATE THE EXPENSE. CONTRACTOR SHALL COORDINATE THE EXPENSE. CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE CONTRACTOR SHALL COORDINATE THE SHALL COORDINATE THE SHALL COORDINATE THE COORDINATE THE COORDINATE THE THE THE REPAIR IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM IN ACCORDANCE WITH DETAILS SHOWN ON HPTRM ACCORDANCE WITH DETAILS SHOWN ON HPTRM ACCORDANCE WITH DETAILS SHOWN ON HPTRM WITH DETAILS SHOWN ON HPTRM WITH DETAILS SHOWN ON HPTRM DETAILS SHOWN ON HPTRM DETAILS SHOWN ON HPTRM SHOWN ON HPTRM SHOWN ON HPTRM ON HPTRM ON HPTRM HPTRM HPTRM CONTRACTOR'S DRAWINGS PROVIDED BY THE AUTHORITY.

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BEGIN TYP SECTION B\L STA 501+14.38

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FULL LEVEE SECTION C\L STA 501+14.38 B\L STA 270+14.38

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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (NO WORK AREA, EXIST. ROW)

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL SHALL BE IN ACCORDANCE EMBANKMENT, COMPACTED FILL SHALL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL SHALL BE IN ACCORDANCE FILL SHALL SHALL BE IN ACCORDANCE FILL SHALL SHALL BE IN ACCORDANCE SHALL SHALL BE IN ACCORDANCE SHALL SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH COMPACTED FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH FILL SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION.

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EXIST. SLOPE PAVING TO REMAIN

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 TO THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 THE NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 NORTH AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 AMERICAN VERTICAL DATUM 1988 VERTICAL DATUM 1988 VERTICAL DATUM 1988 DATUM 1988 DATUM 1988 1988 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE EMBANKMENT, COMPACTED FILL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL BE IN ACCORDANCE COMPACTED FILL SHALL BE IN ACCORDANCE FILL SHALL BE IN ACCORDANCE FILL SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE SPECIFICATION SECTION 31 24 00.00 12. 3.ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION. 4.CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE CONTRACTOR SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE SHALL RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE RESTORE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE AREAS OF THE BERM USED AS THE OF THE BERM USED AS THE OF THE BERM USED AS THE THE BERM USED AS THE THE BERM USED AS THE BERM USED AS THE BERM USED AS THE USED AS THE USED AS THE AS THE AS THE THE THE HAUL ROUTE TO PRE-CONSTRUCTION CONDITION PRIOR TO COMPLETION. 5.CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO CONTRACTOR SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO SHALL REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO REMOVE STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO STAGING AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AREA AND RESTORE BERM TO AND RESTORE BERM TO AND RESTORE BERM TO RESTORE BERM TO RESTORE BERM TO BERM TO BERM TO TO TO PRE-CONSTRUCTION CONDTION, PRIOR TO FINAL ACCEPTANCE.

PROTECTED SIDE

FLOOD SIDE

TYPICAL LEVEE DESIGN SECTION

C/L STA. 501+14.38 TO C/L STA. 640+38.17

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EROSION CONTROL SILT FENCE (LOCATION BY X-Y COORDINATES, SEE SECTION 01 57 23.00 12)

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1V ON 4H

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1V ON 4H

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LEVEE C/L

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VARIES (55'-95')

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TIE TO EXIST. GROUND (EL. VARIES) (SEE NOTE 1)

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TIE TO EXIST. GROUND (EL. VARIES) (SEE NOTE 1)

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WBV SYSTEM B/L

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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (SEE TABULATIONS SHEET 3)

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EXISTING GROUND (EL. VARIES)

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EXISTING GROUND (EL. VARIES)

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(SEE LEVEE C/L OFFSET DISTANCE FROM THE WBV B/L TABULATIONS ON SHEET-03) N.T.S.

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EMBANKMENT (COMPACTED FILL)

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DESIGN GRADE EL. 15.0'

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OFFSET VARIES (0'-16')

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PERPETUAL FLOOD PROTECTION LEVEE EASEMENT (SEE TABULATIONS SHEET 3)

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EROSION CONTROL SILT FENCE (LOCATION BY X-Y COORDINATES, SEE SECTION 01 57 23.00 12)

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LIMITS OF CLEARING, FERTILIZING, SEEDING & MULCHING

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VARIES (360'-366')

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OPTIONAL SETTLEMENT GAGE LOCATION

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TYPICAL LEVEE DESIGN SECTION

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NO.

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DATE

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PROJECT NO.

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DESIGNED

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AMH/HJD

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TJG

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LJP

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2017-282

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NOTES: 1.THE EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY EXISTING GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY GROUND AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY AT THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY THE NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY NEW LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY LEVEE TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY TOE SHALL BE BACKFILLED/GRADED TO SLOPE AWAY SHALL BE BACKFILLED/GRADED TO SLOPE AWAY SHALL BE BACKFILLED/GRADED TO SLOPE AWAY BE BACKFILLED/GRADED TO SLOPE AWAY BE BACKFILLED/GRADED TO SLOPE AWAY BACKFILLED/GRADED TO SLOPE AWAY BACKFILLED/GRADED TO SLOPE AWAY TO SLOPE AWAY TO SLOPE AWAY SLOPE AWAY SLOPE AWAY AWAY AWAY FROM NEW EMBANKMENT TO ELIMINATE PONDING. 2.UPON LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED UPON LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED LEAVING THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED JOB SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED SITE AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AND AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED AFTER THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED THE HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED HAUL ROUTE IS NO LONGER IN USE, THE PROTECTED ROUTE IS NO LONGER IN USE, THE PROTECTED ROUTE IS NO LONGER IN USE, THE PROTECTED IS NO LONGER IN USE, THE PROTECTED IS NO LONGER IN USE, THE PROTECTED NO LONGER IN USE, THE PROTECTED NO LONGER IN USE, THE PROTECTED LONGER IN USE, THE PROTECTED LONGER IN USE, THE PROTECTED IN USE, THE PROTECTED IN USE, THE PROTECTED USE, THE PROTECTED USE, THE PROTECTED THE PROTECTED THE PROTECTED PROTECTED PROTECTED SIDE BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BERM FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS FOR THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS THE DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS DESIGN SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SECTION SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS SHALL BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS BE GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS GRADED/DRESSED TO SLOPE TO DRAIN TOWARDS TO SLOPE TO DRAIN TOWARDS TO SLOPE TO DRAIN TOWARDS SLOPE TO DRAIN TOWARDS SLOPE TO DRAIN TOWARDS TO DRAIN TOWARDS TO DRAIN TOWARDS DRAIN TOWARDS DRAIN TOWARDS TOWARDS TOWARDS THE INTERIOR DRAINAGE CANAL PRIOR TO FERTILIZING SEEDING AND MULCHING. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 ACCORDANCE WITH SPECIFICATION SECTION 31 24 ACCORDANCE WITH SPECIFICATION SECTION 31 24 WITH SPECIFICATION SECTION 31 24 WITH SPECIFICATION SECTION 31 24 SPECIFICATION SECTION 31 24 SPECIFICATION SECTION 31 24 SECTION 31 24 SECTION 31 24 31 24 31 24 24 24 00.00 12. 3.REFER TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE REFER TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE TO PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PLAN AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE AND PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE PROFILE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE SHEET FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE FOR LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE LOCATION OF PERPETUAL FLOOD PROTECTION LEVEE OF PERPETUAL FLOOD PROTECTION LEVEE OF PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE PROTECTION LEVEE PROTECTION LEVEE LEVEE LEVEE EASEMENT & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF & LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF WORK SHALL BE PERFORMED BEYOND THE LIMITS OF WORK SHALL BE PERFORMED BEYOND THE LIMITS OF SHALL BE PERFORMED BEYOND THE LIMITS OF SHALL BE PERFORMED BEYOND THE LIMITS OF BE PERFORMED BEYOND THE LIMITS OF BE PERFORMED BEYOND THE LIMITS OF PERFORMED BEYOND THE LIMITS OF PERFORMED BEYOND THE LIMITS OF BEYOND THE LIMITS OF BEYOND THE LIMITS OF THE LIMITS OF THE LIMITS OF LIMITS OF LIMITS OF OF OF CONSTRUCTION. 4.REFER TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE REFER TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE TO SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE SHEET 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE 3 FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE FOR X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE X-Y COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE COORDINATES OF THE PERPETUAL FLOOD PROTECTION LEVEE OF THE PERPETUAL FLOOD PROTECTION LEVEE OF THE PERPETUAL FLOOD PROTECTION LEVEE THE PERPETUAL FLOOD PROTECTION LEVEE THE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE PERPETUAL FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE FLOOD PROTECTION LEVEE PROTECTION LEVEE PROTECTION LEVEE LEVEE LEVEE EASEMENT. 5.LIMITS OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE OF CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE CLEARING, FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE FERTILIZING, SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE SEEDING AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE MULCHING, AND LIMITS OF CONSTRUCTION SHALL BE AND LIMITS OF CONSTRUCTION SHALL BE AND LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CONSTRUCTION SHALL BE LIMITS OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE OF CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE SHALL BE SHALL BE BE BE WITHIN THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE THE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE EXISTING MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE MAINTAINED (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE (CLEARED) RIGHT OF WAY. NO WOODY VEGETATION SHALL BE RIGHT OF WAY. NO WOODY VEGETATION SHALL BE RIGHT OF WAY. NO WOODY VEGETATION SHALL BE OF WAY. NO WOODY VEGETATION SHALL BE OF WAY. NO WOODY VEGETATION SHALL BE WAY. NO WOODY VEGETATION SHALL BE WAY. NO WOODY VEGETATION SHALL BE NO WOODY VEGETATION SHALL BE NO WOODY VEGETATION SHALL BE WOODY VEGETATION SHALL BE WOODY VEGETATION SHALL BE VEGETATION SHALL BE VEGETATION SHALL BE SHALL BE SHALL BE BE BE CLEARED & GRUBBED.

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1010

2020

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500+97.28

PROTECTED SIDE FLOOD SIDE

CUT/FILL END AREA SQ. FT.

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1010

2020

-10 -10

501+14.38


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1010

2020

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501+66.30


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1010

2020

-10 -10

505+00.00


510+00.00




11

DESIGN CROSS SECTIONS

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CUT

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C/L

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COMPACTED FILL

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EXIST. GRADE

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EXIST. GRADE

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TIE TO EXIST. GROUND EL. VARIES

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63.50

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FILL

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COMPACTED FILL

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175.50

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COMPACTED FILL

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169.70

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MATERIAL

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COMPACTED FILL

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186.05

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0.04

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20

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HORIZONTAL & VERTICAL SCALE: 1"=20'

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NO.

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AMH/HJD

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2017-282

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NOTES: 1.ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 2009.55 (NAVD 88 2009.55). ELEVATIONS ARE IN FEET. 2.EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION EMBANKMENT, COMPACTED FILL, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 31 24 00.00 12.

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00

1010

2020

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510+00.00


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1010

2020

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512+69.36


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1010

2020

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515+00.00


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00

1010

2020

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520+00.00






12


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205.95

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211.35

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195.90

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195.75

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2020

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2020

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2020

-10 -10

530+00.00


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1010

2020

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533+70.15






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4H:1V

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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

169.90

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

147.15

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

139.65

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

136.40

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

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20

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40

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80

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0

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AutoCAD SHX Text

NO.

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DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

535+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

540+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

544+95.84


050100150200250 50 100 150

00

1010

2020

-10 -10

545+00.00






14


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4H:1V

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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

131.65

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

133.75

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

124.25

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

119.25

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

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20

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40

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80

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0

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AutoCAD SHX Text

NO.

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DATE

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AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

550+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

555+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

556+84.27


050100150200250 50 100 150

00

1010

2020

-10 -10

560+00.00






15


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4H:1V

AutoCAD SHX Text

4H:1V

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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

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EXIST. GRADE

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EXIST. GRADE

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EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

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MATERIAL

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COMPACTED FILL

AutoCAD SHX Text

100.80

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

128.60

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

128.65

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

98.45

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

20

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40

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80

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0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

565+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

570+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

574+76.76





050100150200250 50 100 150

00

1010

2020

-10 -10

575+00.00



16


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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

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EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

117.30

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

161.40

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

195.97

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

197.50

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

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20

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40

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80

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0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

580+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

585+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

587+55.38


050100150200250 50 100 150

00

1010

2020

-10 -10

590+00.00






17


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AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

196.20

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

198.75

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

194.80

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

173.85

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

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20

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40

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80

AutoCAD SHX Text

0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

595+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

595+74.21


050100150200250 50 100 150

00

1010

2020

-10 -10

599+94.42


050100150200250 50 100 150

00

1010

2020

-10 -10

600+00.00






18


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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

152.15

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

153.80

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

143.70

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

143.15

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

80

AutoCAD SHX Text

0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

603+63.96


050100150200250 50 100 150

00

1010

2020

-10 -10

604+15.88


050100150200250 50 100 150

00

1010

2020

-10 -10

605+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

610+00.00






19


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4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

140.00

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

110.38

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

106.60

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

139.10

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

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C/L

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4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

20

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40

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80

AutoCAD SHX Text

0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

OCT 2017

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AMH/HJD

AutoCAD SHX Text

TJG

AutoCAD SHX Text

LJP

AutoCAD SHX Text

2017-282

AutoCAD SHX Text


AutoCAD SHX Text


050100150200250 50 100 150

00

1010

2020

-10 -10

610+23.17


050100150200250 50 100 150

00

1010

2020

-10 -10

615+00.00


050100150200250 50 100 150

00

1010

2020

-10 -10

615+83.03


050100150200250 50 100 150

00

1010

2020

-10 -10

618+47.23






20


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AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text

4H:1V

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

140.05

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

139.65

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

143.90

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

169.30

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text

C/L

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

20

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40

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80

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0

AutoCAD SHX Text


AutoCAD SHX Text

NO.

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DESIGN CROSS SECTIONS, C/L STA 610+23.17 TO C/L STA 618+47.23

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6:1 6:1

TEMPORARY TRUCK WASH DOWN RACK

PLAN VIEW

(ACCESS/HAUL ROAD)

PROFILE

EROSION CONTROL SILT FENCE

SECTION

CONSTRUCTION STAGING AREA

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4'

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N.T.S

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NOTES: 1.SLOPE TIMBER MATTING TO DRAIN TOWARDS CANAL. SLOPE TIMBER MATTING TO DRAIN TOWARDS CANAL. 2.DISPOSE OF MUD AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE. DISPOSE OF MUD AS DIRECTED BY THE AUTHORIZED REPRESENTATIVE. 3.REMOVE TIMBER MATTING AFTER WORK COMPLETION. REMOVE TIMBER MATTING AFTER WORK COMPLETION. 4.SEE SHEET 4 FOR LOCATION ON PROJECT SITE.SEE SHEET 4 FOR LOCATION ON PROJECT SITE.

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CONTRACTOR TO PROVIDE RAMP (CRUSHED STONE) FOR INGRESS AND EGRESS TO TRUCK WASH DOWN RACK (TYP.)

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TOP OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 20') BOLTED IN 4' PANEL MATS

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BASE OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 12') BOLTED IN 4' PANEL MATS

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TOP OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 20') BOLTED IN 4' PANEL MATS

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BASE OF TRUCK WASH DOWN RACK NEW TIMBER MATTING (1' X 1' X 12') BOLTED IN 4' PANEL MATS

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8" TO 10"

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8" TO 10"

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8" TO 10"

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SLOPE TO DRAIN

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N.T.S

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ROUNDED WOOD POSTS 7' LONG X 3 " DIA. 12" DIA. OR STEEL T-POSTS

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SILT FENCE (EMBED IN TRENCH)

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6" DEEP X 4" WIDE TRENCH

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36" SILT FENCE FABRIC EMBEDDED 6" BELOW GROUND

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N.T.S

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SLOPE TO DRAIN

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SLOPE TO DRAIN

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SLOPE TO DRAIN

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CRUSHED STONE

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SEPARATOR GEOTEXTILE FABRIC

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EXIST. GROUND

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NOTES: 1.CONSTRUCTION STAGING AREA TO BE REMOVED AND THE BERM CONSTRUCTION STAGING AREA TO BE REMOVED AND THE BERM SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION BEFORE CONTRACTOR IS SUBSTANTIALLY COMPLETE. 2.THE CONSTRUCTION STAGING AREA CRUSHED STONE THICKNESS THE CONSTRUCTION STAGING AREA CRUSHED STONE THICKNESS SHALL NOT EXCEED 12". QUANTITIES IN EXCESS OF 12" THICK SHALL BE INSTALLED AT THE CONTRACTORS EXPENSE. 3.SEE SHEET 4 FOR LIMITS OF STAGING AREA.SEE SHEET 4 FOR LIMITS OF STAGING AREA.

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MISCELLANEOUS DETAILS

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SETTLEMENT GAGE

LOCATIONS

GAGE

NO.

C/L

STATION

C/L

OFFSET

LAMBERT X LAMBERT Y

GAGE

NO.

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STATION

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C/L

OFFSET

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PLATE 4' x 4' x "14"

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OR 2' x 2' x "18"

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C/L

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STEEL PLATE 4' x 4' x "14"

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OR 2' x 2' x "18"

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NOTES: 1.SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO FOUNDATION SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, IT SHALL FURNISH AND INSTALL SETTLEMENT GAGES FOR DETERMINATION OF SUCH SETTLEMENT. 2.PRIOR TO PLACING FILL MATERIAL, EACH GAGE SHALL BE INSTALLED ON THE PREPARED FOUNDATION OF PRIOR TO PLACING FILL MATERIAL, EACH GAGE SHALL BE INSTALLED ON THE PREPARED FOUNDATION OF THE LOCATION SHOWN ON THE APPLICABLE TYPICAL CROSS SECTION AT INTERVALS NOT TO EXCEED 100 FEET, AND SHALL BE MAINTAINED DURING CONSTRUCTION. SETTLEMENT GAGES AT EACH END OF THE WORK SHALL BE PLACED WITHIN 150 FEET OF THE UPPER AND LOWER LIMITS OF THE WORK. 3.THE SETTLEMENT MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF 50' IN THE SETTLEMENT MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF 50' IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG THE CENTERLINE OF THE LEVEE SECTION.

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001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026 027 028 029 030 031 032 033 034

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0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0'

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0' 0' 0' 0'

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3,623,174.54 3,623,236.04 3,623,297.55 3,623,359.05 3,623,420.55 3,623,482.06 3,623,543.56 3,623,605.06 3,623,666.57 3,623,728.07 3,623,789.53 3,623,849.99 3,623,910.45 3,623,970.91 3,624,031.37 3,624,091.84 3,624,152.30 3,624,212.76 3,624,273.22 3,624,333.68 3,624,394.14 3,624,454.60 3,624,515.13 3,624,576.06 3,624,636.98 3,624,697.90 3,624,758.82 3,624,819.74 3,624,880.66 3,624,941.58 3,625,002.50 3,625,063.43 3,625,124.35 3,625,185.27

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3,625,246.19 3,625,307.11 3,625,368.03 3,625,428.95 3,625,489.88 3,625,550.80 3,625,611.75 3,625,672.80 3,625,733.85 3,625,794.90 3,625,855.95 3,625,917.00 3,625,978.05 3,626,039.10 3,626,100.15 3,626,161.20 3,626,222.25 3,626,283.30 3,626,344.35 3,626,405.54 3,626,466.90 3,626,528.27 3,626,589.63 3,626,651.00 3,626,712.36 3,626,773.73 3,626,835.09 3,626,896.82 3,626,959.60 3,627,022.38 3,627,085.16 3,627,147.81 3,627,208.27 3,627,268.73

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3,627,329.19 3,627,381.10 3,627,437.79 3,627,498.25 3,627,558.70 3,627,619.16 3,627,679.62 3,627,740.08 3,627,803.98 3,627,868.93 3,627,933.88 3,627,998.82 3,628,063.77 3,628,129.59 3,628,199.67 3,628,269.74 3,628,342.74 3,628,418.34 3,628,493.95 3,628,569.55 3,628,645.16 3,628,720.76 3,628,796.37 3,628,873.56 3,628,952.35 3,629,031.14 3,629,109.94 3,629,193.28 3,629,276.63 3,629,360.10 3,629,446.69 3,629,533.28 3,629,619.87 3,629,706.46

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3,629,793.06 3,629,881.79 3,629,970.81 3,630,059.82

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3,621,564.03 3,621,621.77 3,621,667.99 3,621,714.20 3,621,760.42 3,621,806.64 3,621,852.85 3,621,899.07 3,621,945.29 3,621,991.51 3,622,037.72 3,622,083.94 3,622,130.10 3,622,176.12 3,622,222.15 3,622,268.17 3,622,314.20 3,622,360.22 3,622,406.25 3,622,452.27 3,622,498.29 3,622,544.32 3,622,590.34 3,622,636.37 3,622,682.39 3,622,728.42 3,622,774.44 3,622,820.47 3,622,866.68 3,622,915.17 3,622,963.67 3,623,012.16 3,623,060.66 3,623,113.04

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511,469.34 511,388.84 511,300.16 511,211.48 511,122.80 511,034.12 510,945.44 510,856.76 510,768.08 510,679.40 510,590.72 510,502.04 510,413.33 510,324.56 510,235.78 510,147.00 510,058.22 509,969.44 509,880.66 509,791.88 509,703.10 509,614.32 509,525.54 509,436.76 509,347.98 509,259.21 509,170.43 509,081.65 508,992.97 508,905.51 508,818.06 508,730.61 508,643.15 508,558.27

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508,479.42 508,400.57 508,321.72 508,242.87 508,164.02 508,085.17 508,006.32 507,927.47 507,848.62 507,769.77 507,690.88 507,611.23 507,531.58 507,451.93 507,372.27 507,292.62 507,212.97 507,133.32 507,053.66 506,974.01 506,894.36 506,814.71 506,735.11 506,655.81 506,576.51 506,497.21 506,417.91 506,338.61 506,259.31 506,180.01 506,100.71 506,021.41 505,942.10 505,862.80

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505,783.50 505,704.20 505,624.90 505,545.60 505,466.30 505,387.00 505,307.72 505,228.52 505,149.32 505,070.12 504,990.92 504,911.71 504,832.51 504,753.31 504,674.11 504,594.91 504,515.71 504,436.50 504,357.30 504,278.21 504,199.25 504,120.29 504,041.34 503,962.38 503,883.42 503,804.46 503,725.51 503,646.84 503,569.00 503,491.16 503,413.32 503,335.39 503,255.73 503,176.08

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503,096.42 503,011.95 502,930.18 502,850.53 502,770.87 502,691.22 502,611.56 502,531.91 502,455.03 502,378.99 502,302.95 502,226.91 502,150.87 502,075.63 502,004.29 501,932.96 501,864.72 501,799.27 501,733.82 501,668.37 501,602.92 501,537.47 501,472.02 501,408.49 501,346.91 501,285.33 501,223.77 501,168.51 501,113.24 501,058.18 501,008.17 500,958.15 500,908.13 500,858.11

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500,808.09 500,762.02 500,716.45 500,670.88

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501+00.00 502+00.00 503+00.00 504+00.00 505+00.00 506+00.00 507+00.00 508+00.00 509+00.00 510+00.00 511+00.00 512+00.00 513+00.00 514+00.00 515+00.00 516+00.00 517+00.00 518+00.00 519+00.00 520+00.00 521+00.00 522+00.00 523+00.00 524+00.00 525+00.00 526+00.00 527+00.00 528+00.00 529+00.00 530+00.00 531+00.00 532+00.00 533+00.00 534+00.00

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NO.

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DATE

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BY

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DATE

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PROJECT NO.

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SHEET NO.

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OCT 2017

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DESIGNED

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DETAILED

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CHECKED

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AMH/HJD

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TJG

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LJP

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2017-282

640+

50

641+

00

0

10

20

0

10

20

5

15

5

15

640+

00

PROTECTED SIDE

FLOOD SIDE

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44

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70

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PROFILE

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EDGE EXISTING SLOPE PAVING C/L STA. 640+38.17 (+/-)

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LEVEE CROWN, EL. 15.0

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EXIST. LEVEE CROWN. EL.=VARIES

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EXISTING SLOPE PAVING EL. TO BE FIELD VERIFIED

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EXIST. FLOOD WALL

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MAKE SMOOTH 1V ON 10H TRANSITION TO TIE INTO EXIST.

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EXISTING SHEET PILE

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EXIST. T-WALL

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TIE IN TO EXISTING SLOPE PAVING C/L STA. 640+38.17 (+/-)

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4:1

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4:1

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LEVEE CENTERLINE ALIGNMENT

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LEVEE CROWN, EL. 15.0

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C/L STA. 640+38.17

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10:1

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10:1

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10:1

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MAKE SMOOTH 1V ON 10H TRANSITION TO TIE INTO EXIST.

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10:1

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EXISTING SHEET PILE

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SLOPE PAVING TIE-IN DETAILS

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NO.

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DATE

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BY

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DATE

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PROJECT NO.

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SHEET NO.

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OCT 2017

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DESIGNED

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DETAILED

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CHECKED

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AMH/HJD

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TJG

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LJP

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2017-282

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NOTES: 1.ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55) ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2009.55) 2.ALL EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY ALL EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY EXISTING SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY SLOPE PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY PAVING ELEVATIONS TO BE VERIFIED IN FIELD BY ELEVATIONS TO BE VERIFIED IN FIELD BY ELEVATIONS TO BE VERIFIED IN FIELD BY TO BE VERIFIED IN FIELD BY TO BE VERIFIED IN FIELD BY BE VERIFIED IN FIELD BY BE VERIFIED IN FIELD BY VERIFIED IN FIELD BY VERIFIED IN FIELD BY IN FIELD BY IN FIELD BY FIELD BY FIELD BY BY BY CONTRACTOR. 3.EXISTING SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE EXISTING SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE SLOPE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE PAVING LOCATIONS ARE APPROXIMATE AND SHOULD BE LOCATIONS ARE APPROXIMATE AND SHOULD BE LOCATIONS ARE APPROXIMATE AND SHOULD BE ARE APPROXIMATE AND SHOULD BE ARE APPROXIMATE AND SHOULD BE APPROXIMATE AND SHOULD BE APPROXIMATE AND SHOULD BE AND SHOULD BE AND SHOULD BE SHOULD BE SHOULD BE BE BE FIELD VERIFIED BY THE CONTRACTOR. 4.CONTRACTOR TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE CONTRACTOR TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE TO MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE MAKE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE A SMOOTH 1V ON 10H TRANSITION TO MATCH THE SMOOTH 1V ON 10H TRANSITION TO MATCH THE SMOOTH 1V ON 10H TRANSITION TO MATCH THE 1V ON 10H TRANSITION TO MATCH THE 1V ON 10H TRANSITION TO MATCH THE ON 10H TRANSITION TO MATCH THE ON 10H TRANSITION TO MATCH THE 10H TRANSITION TO MATCH THE 10H TRANSITION TO MATCH THE TRANSITION TO MATCH THE TRANSITION TO MATCH THE TO MATCH THE TO MATCH THE MATCH THE MATCH THE THE THE EXISTING CONCRETE SLOPE PAVING.

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10

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10

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20

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40

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10

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10

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20

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40

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wbv-18.2 levee lift prior to armoring southeast...

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