DRAWINGS2.pdf

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US Army Corps of Engineers

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SCALE:1"=4000’

8000’4000’

N

PROJECT LOCATION MAP

PROJECT

LOCATION

MARKS

BENCH

ELEVATION DESCRIPTION

PRIMARY TABULATION OF BENCHMARK

Y= 355913.06

X= 3806431.41

LON= 89°40’53.72942"

LAT= 29°28’05.74359"

EL= -0.88

MARKS

BENCH

ELEVATION DESCRIPTION

SECONDARY TABULATION OF BENCHMARK

Y= 349448.33

X= 3816520.01

LON= 89°39’00.68411"

LAT= 29°27’00.29827"

EL= 12.15

1. HORIZONTAL COORDINATES REFER TO STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD83) LOUISIANA SOUTH ZONE (1702 SURVEY FEET).

NOTE:

47.5 FT WEST OF TREE, 51 FT NW OF CENTER OF ROAD AND 28 FT NW OF FENCE.

CENTER OF STATE HWY 23, 52.5 FT SOUTH OF SE CORNER OF ELEVATED GOLF GREEN,

CONCRETE CYLINDER WHICH IS SET FLUSH WITH GROUND. THE MARK IS 88 FT SW OF

MI TO SIDE ROAD RIGHT AND STATION AS DESCRIBED. STATION IS SET IN TOP OF

FROM FREEPORT SULPHUR COMPANY MAIN OFFICE, GO SE ON STATE HWY 23 FOR 0.9

SULPHUR CO AND NW OF DELTA BANK AND TRUST COMPANY BUILDING. TO REACH

STATION IS LOCATED IN SE CORNER OF GOLF COURSE BELONGING TO FREEPORT

Y= 373862.68

X= 3788670.80

LON= 89°44’11.80538"

LAT= 29°31’05.91354"

EL= 11.28

CONCRETE FOUNDATION.

APPROX 63 FT S-SE OF A CROWN LEVEE GATE AND 60 FT W-NW OF ABANDONED

LEVEE, STAMPED "A-32 2008", LOCATED A STATION 194+83.51. THE STATION IS

PROTECTION BACK LEVEE SET 0.3 FT BELOW THE LEVEE CROWN NEAR THE CL OF

THE MONUMENT IS A CORPS OF ENGINEERS BRASS DISK ON THE HURRICANE

OF CONCRETE APRON SET FLUSH WITH CONCRETE.

WEST OF TOP BANK OF PUMP STATION CANAL AND 1.2 FT SOUTH OF NORTH EDGE

OF NORTH FACE OF NORTH WING WALL, 35 FT WEST OF CL OF NORTH RAMP, 61.2 FT

MONUMENT IS A BRASS CAP, STAMPED "A90 2008 08-126C". STATION IS 37 FT NORTH

(2009.55)

NAVD88

A-32

(2009.55)

NAVD88

PID = AT0200

MILAN2

(2009.55)

NAVD88

A-90

A-32

MILAN2

A-90

STA 603+80.00

GAINARD WOODS PUMP STATION

LIMITS OF WORK

GAINARD WOODS PUMP STATION

STA 593+60.00

GAINARD WOODS PUMP STATION

LIMITS OF WORK

FREEPORT MCMORAN

PLAQUEMINES PARISH, LA.

STA 213+20.00

PIPELINE CROSSING

TENNESSEE GAS

LIMITS OF WORK

STA 173+76.02

PROJECT BASELINE

LIMITS OF USACE NOV-06B

TENNESSEE PIPELINE CROSSING

STA 222+40.00

TENNESSEE GAS PIPELINE CROSSING

LIMITS OF WORK

HAYES PUMP STATION

STA 281+60.00

HAYES PUMP STATION

LIMITS OF WORK

STA 271+40.00

HAYES PUMP STATION

LIMITS OF WORK

HOMEPLACE MARINA

BASELINE STA 840+35.31

LIMITS OF USACE NOV-06B PROJECT

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SHREVEPORT

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G U L F O F

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GENERAL NOTES:

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

SHEET ID X-000

67891011 12 1314

+2 .0

E X

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

A A

C-501

D5

C-302D5

ELEVATION

TOP FRONT SIDE

SECTION

D5

C-302

D5

DETAIL/SECTION

DETAIL/SECTION

SCALE:

SUPPLEMENTAL INFORMATION

SCALE:

SUPPLEMENTAL INFORMATION

APPROXIMATEAPPROX

ALT W/ ALTERNATE WITH

ALUMINUMALUM

BITUM BITUMINOUS

BOTTOMBOT

C/L CENTER LINE

CURB & GUTTERC&G

CLR CLEAR

CONSTRUCTION JOINTCJ

CMP CORRUGATED METAL PIPE

CONCRETECONC

DIA

DWG DRAWING

DIAMETER

EACH FACE

EXPANSION JOINT

ELEVATION

EACH WAY

EXISTING

FAR FACE

FLARED END SECTION

GALVANIZEDGALV

FES

FF

EXIST

EW

EJ

EF

WM

UGND

UNO

TYP

T&B

SST

SPEC

SAN

OC

OF

NF

OUTSIDE FACE

ON CENTER

SANITARY

SPECIFICATIONS

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

WATER MAIN

NEAR FACE

MISCELLANEOUS

MIRRORED

MINIMUM

MAXIMUM

LANDWARD

LONG

INSIDE FACE

HEIGHT

MISC

MIRR

MIN

MAX

L/W

LG

IF

HT

* UNLESS OTHERWISE NOTED ON EACH SHEET

P.I. POINT

FIRE HYDRANT

CENTER LINE

EXISTING UTILITY POLE

FENCE

LEVEE

CONCRETE T-WALL

T-WALL CENTERLINE

SHEETPILE

AND NUMBER

BORING LOCATION

B/L BASELINE

ROW RIGHT OF WAY

LINE

EXISTING ELECTRIC

EL. RD ROAD

SAND FILL

XXX

XXX

AND NUMBER

CPT LOCATION

VWD

VWDL

VERTICAL WICK DRAIN

VIRTICAL WICK DRAIN LIMITS

BENCHMARK

DEG DEGREE

GR GRADE

HP HORSE POWER

PI POINT OF INTERSECTION

SHT SHEET

SPACINGSP

STA STATION

STD STANDARD

CONSTRUCTION LIMITS

BASE LINE

A

LC

AND NUMBER

DWG OUTLINE

SPOT ELEVATION

AIR PIPE

EXISTING WATERLINE

EXISITNG GAS LINE

MAJOR CONTOUR

MINOR CONTOUR

SECTION LINE

GRID (GEODETIC)

GRID (LAMBERT)

EDGE OF WATER

BURIED GAS LINE

RIPRAP/STONE FILL

OR CONCRETE SURFACE

CONCRETE SCOUR PROTECTION

CB CATCH BASIN

W WATER VAULT

DITCH C/L

RIPRAP

CO CLEAN OUT

D

MARSH

SIGN

WATER

RIPRAP

DRAIN/STORM MANHOLE

10’ O.C.

(M

IN

IM

U M

M A

X

OR STEEL T- POSTS

7’ LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

ZINC COATED HOG WIRE MESH

48" FABRIC FOR SAFETY FENCE

BELOW GROUND

FENCE, EMBEDDED 6"

ATTACHED TO HOG WIRE

36" SILT FENCE FABRIC

SILT AND SAFETY FENCE

NOT TO SCALE

EXISTING GRADE

GRADE

EXISTING

TRENCH

6"D X 4"W

SIDE DETAIL

(EMBED IN TRENCH)

SILT FENCE

NOT TO SCALE

FENCE

SAFETY

GRADE

EXISTING

EXIST PIPELINE

EARTHEN RAMP OF EARTHERN RAMP

COMPACTED FILL @ SLOPES

12" (TYP)

MIN

C/L

4’

6’

NOTES:

1’

M

IN3

C/L PIPE

5 MIN

4’4’

VARIES (MULTIPLE MATS)

RAMP SHALL BE PERPENDICULAR TO PIPELINE.3.

APPROXIMATELY 4’ TO 5’ SPACING.

BOLTED TOGETHER WITH 1-1/4" DIAMETER STEEL RODS AT

TIMBER MATS ARE TYPICALLY FOUR (4) 12"X12" HARDWOOD TIMBERS 2.

CONSTRUCTION AND AREA RESTORED.

CROSSING AT PIPELINES TO BE REMOVED UPON COMPLETION OF

TEMPORARY HARDWOOD TIMBER HAUL ROAD MAT BRIDGE 1.

(TYP)

20’-0" (3-REQUIRED)

TIMBER MAT 12" x 4’-0" x

ATTAIN 3’ MIN COVER OVER PIPELINES)

EXIST GRADE (ADD TEMPORARY FILL AS REQUIRED TO

WITHIN THIS AREA

HAND TAMP FILL

(3-REQUIRED)

12" x 4’-0" x 20’-0"

TIMBER MAT

4’ 4’

M

IN3

5 MIN

WITHIN THIS AREA

HAND TAMP FILL

4’

C/L PIPE

RAMP OR TIMBER

1V ON 20H (+/-) EARTHEN

RAMP OR TIMBER

1V ON 20H (+/-) EARTHEN

C

SECTION

TYPICAL TIMBER MAT PIPELINE CROSSING DETAIL

10. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH IN THE PROJECT LIMITS PRIOR TO THE END OF THE CONTRACT.

9. AZIMUTHS SHOWN ARE GEODETIC AZIMUTHS TURNED CLOCKWISE FROM THE NORTH.

8. ALL HAULING TRUCKS SHALL ABIDE BY REQUIRED WEIGHT LIMITS.

7. CONTRACTOR SHALL KEEP ALL LOCAL, STATE, AND FEDERAL ROADWAYS AND HIGHWAYS CLEAN OF EMBANKMENT MATERIAL DURING CONSTRUCTION.

6. ALL DIMENSIONS AND GRADES SHOWN ON PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY USACE IF ANY DISCREPANCIES EXIST PRIOR TO PLAN OR GRADE CHANGES.

5. ALL ELEVATIONS REFER TO NAVD88 (2009.55), UNLESS OTHERWISE NOTED.

4. UNLESS OTHERWISE NOTED, ALL HORIZONTAL COORDINATES REFERS TO STATE PLANE COORDINATES SYSTEM NORTH AMERICAN DATUM 1983 (NAD83) LOUISIANA SOUTH ZONE (1702) SURVEY FEET.

AND LOCATION OF UTILITIES AS MAY BE NECESSARY, THROUGH VERIFICATION IN THE FIELD. TO AVOID DAMAGE TO THESE UTILITIES. SUCH DAMAGE SHALL BE REPAIRED AT CONTRACTOR’S EXPENSE.

3. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE

BENCHMARKS AS NEEDED DURING CONSTRUCTION AND TO PROTECT THE EXISTING BENCHMARKS LISTED.

2. THERE ARE THREE BENCHMARKS PROVIDED FOR THIS PROJECT. SEE SHEET G-002 FOR LOCATIONS AND DESCRIPTIONS OF THESE BENCHMARKS. IT IS THE CONTRACTORS RESPONSIBILITY TO CREATE AND MAINTAIN TEMPORARY

1. AERIAL PHOTOGRAPHS SHOWN WERE FLOWN PRIOR TO 2011.

5’ (TYP)

5’ MIN

PIPELINE

EXIST

5’ MIN

PIPELINE

EXIST

REQUIRED

TEMPORARY FILL AS

EXIST GRADE (ADD

OVER PIPELINES)

TO ATTAIN 3’ MIN COVER

1V ON 3H (TYP)

TIMBER MAT 12" X 4’-0" X 12’-0" (TYP)

3’ MIN

NTS

NTS

V VERTICAL

NTS NOT TO SCALE

H HORIZONTAL

12’-0" (TYP)

TIMBER MAT 12" X 4’-0" X