W9126G-15-R0001Vol2BarkerGeneralPlans.pdf

PDF 10 MB Posted Jun 4, 2015

Attached to: USACE Galveston District - Addicks and Barker Dams
Solicitation number: W9126G-15-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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Vol 2 Barker General Plans

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File	Type	Posted
W9126G-15-R0001Vol1Addicks-Arch-Mech-Util-Elec-Plans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR715ThruR729.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansCG161ThruCX101.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeneralPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerCivilPlansCG153ThruCX101.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksStructuralPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR715ThruR726.pdf	PDF	Jun 4, 2015
VOL2B-PLANS_W9126G-15-R-0001-2.pdf	PDF	Jun 4, 2015

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Production Center

SWD Dam Safety

FY: 15

US Army Corps

Of Engineers of Engineers

US Army Corps

IN THIS SET AS INDEXED ON FOLLOWING SHEET

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURE AFFIXED BELOW INDICATES OFFICIAL

IN THIS SET AS INDEXED ON FOLLOWING SHEET

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURE AFFIXED BELOW INDICATES OFFICIAL

DALLAS

FT WORTH

LUBBOCK

AMARILLO

ABILENE

AUSTIN

SAN

ANTONIO

HOUSTON

WICHITA

FALLS

REESE AFB

RFP# W912G6-15-R-0001

CONTRACT # XXXXXX-15-C-XXXX

VOLUME 2 - BARKER DAM

Addicks and Barker Dams

New Outlet Structures and Cutoff Walls

LOCATION

PROJECT

Galveston District

Harris and Fort Bend Counties, Texas

Buffalo Bayou and Tributaries

REGULATION ER 1110-1-8152)

(AS REQUIRED BY ENGINEER

DATE:

OFFICE: GALVESTON DISTRICT

TITLE: CHIEF, ENGINEERING & CONSTRUCTION

APPROVED BY: TERRY F. BAUTISTA, P.E.

REGULATION ER 1110-1-8152)

(AS REQUIRED BY ENGINEER

DATE:

OFFICE: SWD DAM SAFETY PRODUCTION CENTER

TITLE: DIRECTOR

CONCURRED BY: DANIEL W. ANDERSON, P.E.

Galveston, Texas

Corps of Engineers

U.S. Army Engineer District, Galveston

Office of the District Engineer

JUNE 2015

SUBMITTAL

FOR CONSTRUCTION

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DATE:

TITLE: CHIEF, E&C DIVISION, SWG

APPROVED BY: TERRY F. BAUTISTA, P.E.

DATE:

TITLE: DIRECTOR, SWD DSPC

CONCURRED BY: DANIEL W. ANDERSON, P.E.

U .S

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IN THIS SET AS INDEXED ON THIS SHEET*

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

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Production Center

SWD Dam Safety

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SCALE IN FEET

BARKER DAM

HOUSTON, TX AREA VICINITY MAP

O J E

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GALVESTON

PORT

ARTHUR

HOUSTON

MATAGORDA

DALLAS

FT.

WORTH

AUSTIN

SAN ANTONIO

CORPUS

CHRISTI

BROWNSVILLE

ARK.

LA.

O K L A H O M A

N E W

M E X I C O

T E X A S

M E X I C O

100 0 100 200

SCALE OF MILES

R I O

G R A N D E

N U

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C O

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RIVER

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T R

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RIVER

SABINE

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R E D R I V E R

PECOS

E R

VICINITY MAP Gulf of Mexico

LOCATION

PROJECT

G-002

J C

A B

M D G -0

A R

2000' 4000' 8000' 12000'

WORK SITE

BORROW AREA

ASO

C R E E K

B U F F A L O

BAYOU

AT NOBLE RD

ACCESS POINT

BARKER

DAM

U F F A L O

BAYOU

B A

K E

R R

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M E

M O

DRIVE

CLUBHOUSE

LAKE

BARKER DAM

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M R

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MISSOURI KANSAS TEXAS

K A

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HARRIS CO

RT BEND CO

BRIAR VILLAGE

WESTHOLLOW

RESEARCH CENTER

M A

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SOUTHERN

PACIFIC

NOBLE ROAD

B A

R K

E R D

A M

S .W . E

N D O

F D

A M 5

400+00

450+00

500+00

550+00

C O R

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SCHILLER ROAD

- - R.R.

W es th ei m er P

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CLAY ROAD

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E ADDICKS

DAM

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ROAD

LAKESIDE

AIRPORT

BEAR

CREEK PARK

ADDICKS DAM

ROAD

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GROESCHKE ROAD

PATTERSON

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FISHER ROAD

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BOUNDARY

PROJECT

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ROAD

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HAMMERLY

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450+00

500+00

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400+00

BEAR

CREEK

LANGHAM

CREEK

T U R

K E Y

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BEAR C

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SOUTH

M A

Y D

C R E E K

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CLAY ROAD

LITTLE

PRONG

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BAYOU

ASO

C R E E K

B U F F A L O

BAYOU

HOUSTON AREA INFRASTRUCTURE

BARKER DAM AND PROPERTY BOUNDARY

AND BARKER PROJECT OFFICE

DRIVEWAY 1,400 FT SOUTH OF ADDICKS

ACCESS POINT AT HIGHWAY 6

ADDICKS AND BARKER PROJECT OFFICE

NAD83, US SURVEY FOOT.

4. COORDINATES SHOWN ARE TEXAS STATE PLANE, SOUTH CENTRAL ZONE,

PERMIT FROM LOCAL OR STATE AGENCIES.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY ACCESS

BY THE CONTRACTING OFFICER IN WRITING.

2. ADDITIONAL ACCESS POINTS SHALL BE ONLY USED IF APPROVED

FROM HIGHWAY 6 SOUTH OF THE ADDICKS AND BARKER PROJECT OFFICE.

OUTLET WORKS STRUCTURE AND CONTRACTOR FIELD OFFICE ACCESS

1. PRIMARY ACCESS WILL BE FROM NOBLE ROAD SOUTH OF THE EXISTING

NOTES:

E L

D R

Point Easting Northing Point Easting Northing Point Easting Northing 1 3,032,490.06 13,836,344.81 25 3,032,908.14 13,842,496.00 49 3,031,551.10 13,843,898.14 2 3,032,418.42 13,838,132.48 26 3,032,498.46 13,842,358.79 50 3,031,675.00 13,843,415.00 3 3,032,311.47 13,838,128.76 27 3,032,700.36 13,842,524.10 51 3,031,675.00 13,843,125.00 4 3,032,150.67 13,842,345.68 28 3,033,151.26 13,842,463.12 52 3,031,201.00 13,843,125.00 5 3,032,319.82 13,842,352.17 29 3,033,187.78 13,842,678.76 53 3,031,116.00 13,843,249.00 6 3,032,352.82 13,841,634.76 30 3,033,118.15 13,842,689.79 54 3,030,970.00 13,843,128.00 7 3,032,558.25 13,841,644.21 31 3,033,172.01 13,843,026.74 55 3,031,135.00 13,842,826.00 8 3,032,630.22 13,840,874.75 32 3,032,542.85 13,843,293.29 56 3,031,675.00 13,842,854.00 9 3,032,633.04 13,840,018.34 33 3,032,322.49 13,843,468.33 57 3,031,675.00 1,384,776.00

10 3,032,662.98 13,840,018.34 34 3,032,185.58 13,813,416.45 58 3,031,945.00 13,842,482.00 11 3,032,743.30 13,837,919.06 35 3,032,047.74 13,843,416.17 59 3,031,950.00 13,842,338.00 12 3,032,900.77 13,837,925.60 36 3,031,977.00 13,844,865.00 60 3,032,090.00 13,842,343.00 13 3,032,806.41 13,840,611.57 37 3,031,551.00 13,844,865.00 61 3,032,144.00 13,840,951.00 14 3,032,828.45 13,840,821.65 38 3,031,551.00 13,843,958.00 62 3,031,378.00 13,840,922.00 15 3,032,869.48 13,840,883.90 39 3,030,405.00 13,844,256.00 63 3,031,451.00 13,839,003.00 16 3,032,846.37 13,841,473.43 40 3,030,175.00 13,844,256.00 64 3,032,217.00 13,839,032.00 17 3,032,738.00 13,841,468.71 41 3,030,175.00 13,844,439.00 65 3,032,251.00 13,838,126.00 18 3,032,735.18 13,841,542.42 42 3,030,040.00 13,845,476.00 66 3,032,191.00 13,838,124.00 19 3,032,845.42 13,841,546.36 43 3,027,569.00 13,845,381.00 67 3,032,211.00 13,837,627.00 20 3,032,843.38 13,841,601.33 44 3,027,158.00 13,844,977.00 68 3,032,045.00 13,837,572.00 21 3,032,602.75 13,841,592.71 45 3,027,158.00 13,844,436.00 69 3,032,046.00 13,837,472.00 22 3,032,578.83 13,842,045.00 46 3,029,875.00 13,844,439.00 70 3,032,217.00 13,837,471.00 23 3,032,685.64 13,842,288.85 47 3,029,875.00 13,844,206.00 71 3,032,263.00 13,836,334.00 24 3,032,819.19 13,842,402.90 48 3,030,398.00 13,844,196.00

LIMIT OF WORK AND HAUL ROAD LIMITS

Point Easting Northing 1 3,033,057.31 13,843,006.39 2 3,033,030.23 13,842,840.51 3 3,032,899.68 13,842,907.32 4 3,032,926.76 13,843,073.20

GOVERNMENT OFFICE LIMITS

Point Easting Northing

1 3,033,136.31 13,842,928.70 2 3,033,105.30 13,842,738.75 3 3,033,020.68 13,842,782.06 4 3,033,051.70 13,842,972.00

CONTRACTOR OFFICE LIMITS

ABBREVIATIONS EXISTING LEGEND NEW LEGEND SYMBOLS

TUG

PT 90

X 1120.4 EXISTING SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING OVERHEAD POWER LINES

EXISTING CULVERT

EXISTING SANITARY SEWER

EXISTING TELEPHONE UNDER GROUND

EXISTING GAS LINE

EXISTING FIRE ALARM LINE

EXISTING SIGN (2 SUPPORTS)

EXISTING SIGN (1 SUPPORT)

EXISTING TREE

EXISTING MANHOLE

EXISTING VALVE BOX

EXISTING HIGH MAST LIGHT

EXISTING UNPAVED ROAD

EXISTING WATER LINE

EXISTING FENCE

EXISTING ELECTRICAL POWER POLE

EXISTING BUILDING

EXISTING TREE LINE

EXISTING EASEMENT BOUNDARY LINE

EXISTING PAVED STREET

EXISTING FIRE HYDRANT

EXISTING LIGHT POLE

WITH 100' STATION TICK

NEW CENTERLINE OF ROAD

ROAD TO BE DEMOLISHED

POINT OF TANGENCY (PT)

NEW POINT OF CURVE (PC) OR

NEW SIGN (1 SUPPORT)

NEW EDGE OF SHOULDER

NEW EDGE OF ROADWAY

NEW TOP OF SLOPE

NEW TOE OF SLOPE

NEW DITCH LINE INVERT

NEW CHANNEL BOUNDARY ROW

NEW BORE HOLE LOCATION & LABELWC-7

SECTION

DETAILDETAIL

DETAIL NUMBER

SHEET REFERENCE NUMBER

SEE S110-1

VIEW

EXISTING HAUL ROUTE

X X

SECTIONS

MULTIPLE

VIEWS

MULTIPLE

X100

X305

X201

X,X

IS TAKEN FROM

SHEET SECTION

IS SHOWN

SHEET SECTION

SECTION NUMBERS

IS TAKEN FROM

SHEET SECTION

IS SHOWN

SHEET SECTION

SECTION NUMBER

VIEW NUMBER

IS SHOWN

SHEET VIEW

IS TAKEN FROM

SHEET VIEW

X,X

IS TAKEN FROM

SHEET VIEW

IS SHOWN

SHEET VIEW

VIEW NUMBERS

X101

NUMBER

DETAIL

IS ON

SHEET DETAIL

B R

E V

D S

Y M

B O

G A

N D N

E W L

E G

E N

D S

F U

L L S

A R

HEADWALLS

NEW CULVERT WITH BLANKET

REFLECTOR)

NEW DELINEATOR (SINGLE CRYSTAL

REFLECTORS)

NEW HAZARD MARKER (3 AMBER

CONTROL MONUMENT

EXISTING VERTICAL/HORIZONTAL

EXISTING BORE HOLE

EXISTING PIEZOMETER

NEW PIEZOMETER

G-004

NEW POINT OF INTERSECTION (PI)

D E

CROSSINGXING

WATER METERWM

WATER LINEWL

WITHW/

WATER; WESTW

VERTICAL POINT OF TANGENCYVPT

VERTICAL POINT OF INTERSECTIONVPI

VEHICLES PER DAY (TRAFFIC)VPD

VERTICAL POINT OF CURVATUREVPC

VERTICAL CURVEVC

VERTICALV, VERT

UNLESS NOTED OTHERWISEUNO

UNKNOWNUNK

UNDER GROUNDUG

TYPICALTYP

TELEVISION BOXTVBX

TELEPHONE UNDER GROUNDTUG

TOP OF RIMTR

TOP LAYERT.L.

TOP FACET.F.

TEMPORARYTEMP

TELEPHONE BOXTELBX

TELEPHONETEL

STEELSTL

STIRRUPSTIR

STANDARDSTD

STAGGER SPLICESTAG. SPL.

STATIONSTA

STREETST

STAINLESS STEELSSTL

SANITARY SEWER MANHOLESSMH

SANITARY SEWER CLEAN OUTSSCO

SANITARY SEWER, STAINLESS STEELSS

SQUARE FEETSQ. FT.

SPACING, SPACESSPA

SANITARY SEWER LINESL

SIGNALSIG

SHEETSHT

SOUTHS

A B

M D G -0

A B

V .d

RIGHTRT

RAILROADRR

RIGHT-OF-WAYROW, RW

REQUIREDREQ'D

RETAININGRET

REINFORCED, REINFORCEMENTREINF

REINFORCED CONCRETE PIPERCP

RADIUS OF CURVERC

RADIUSR

PAVEMENTPVMT

POLYVINYL CHLORIDEPVC

POWER UNDER GROUNDPUG

POINT OF TANGENCY; POINTPT

POUNDS PER SQUARE INCHPSI

POWER POLEPP

PLAN AND PROFILEP & P

PLACESPLCS

PLATEPL

POINT OF INTERSECTIONPI

PERMANENTPERM

POINT OF CURVATUREPC

OUTSIDE LAYERO.L.

OVERHEADOH

TRANSPORTATION

OKLAHOMA DEPARTMENT OF ODOT

OUTSIDE DIAMETERO.D.

ON CENTERO.C.

NORTHWESTNW

NOT TO SCALEN.T.S.,NTS

NOT IN CONTRACTN.I.C.

NEAR FACEN.F.

NORTH AMERICAN DATUMNAD

NORTHN

MIDDLE LAYERM.L.

MINIMUMMIN

MANHOLEMH

MANUFACTURERMFG

MAXIMUMMAX

MAINTENANCEMAINT

LEFTLT

LONGITUDINALLONG

LIFT JOINTL.J.

LENGTH OF CURVELC

POUNDSLBS

JOINTJT

INCHIN, "

INSIDE LAYERI.L.

INSIDE FACEI.F.

INSIDE DIAMETERI.D.

HIGHWAYHWY

HEADWALLHDWL

HIGH PRESSUREHP

HEAVY DUTYHD

HORIZONTALH, HORZ

GUY WIREGUY

GAS METERGM

GALVANIZEDGALV

GAUGEGA

GASG

FEET, FOOTFT, '

FIBERGLASS REINFORCED PLASTICFRP

FLOW LINEFL

FEDERAL HIGHWAY ADMINISTRATIONFHWA

FIRE HYDRANTFH

FAR FACEF.F.

FINISHED FLOORFF

FIRE ALARMFA

EXPANSIONEXP

EXISTINGEXIST

EACH WAYE.W.

EQUAL SPACINGE.S.

EASEMENTESMT

EQUAL SPACES/SPACINGEQ. SPA.

ELEVATIONELEV

ELECTRICALELEC

ELECTRICAL BOXELBX

EACH LAYERE.L.

ELEVATION, ELECTRICALEL

EACH FACEE.F.

EACHEA

EASTE

DOWELDWL

DRAWINGDWG

DITCH RIGHTDTRT

DITCH LEFTDTLT

DRIVEDR

DIAGONALDIAG

DIAMETERDIA, ø

DEGREE OF CURVEDC

DEMOLITIONDEMO

CENTERSCTRS

CONTRACTION JOINTCONTR. JT.

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

CORRUGATED METAL PIPECMP

CLEAR COVERCLR. CVR.

CONTROL JOINTCLJ

CHAIN LINK FENCEC.L.

CENTER LINECL

CONSTRUCTION JOINTC.J.

CAST IN PLACEC.I.P.

CHANNELCHNL

CURVE DELTACD

CIRCLE CENTERCC

CENTER TO CENTERC.C.

BOTTOMBTM

BOTTOM LAYERB.L.

BACKWALLBKWL

BOTTOM FACEB.F.

AVENUEAVE

APPROXIMATELYAPPROX.

APPROACHAPPR

ACB ARTICULATING CONCRETE BLOCK

ASPHALTIC CONCRETEA.C.

HIGHWAY AND TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATEAASHTO

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

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A R

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P P

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B E

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B M

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Production Center

SWD Dam Safety

B A

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E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

TYPE OF MARK STATION

LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

LATITUDE LONGITUDE DATUM DATUM

(FT) (FT)

(M)(M)

GRID AND ZONE

ESTABLISHED BY (AGENCY)

DATE ORDER

TO OBTAIN

GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH

TO THE GEODETIC AZIMUTH

OBJECT

COUNTY

(NORTHING) (EASTING) (EASTING) (NORTHING)

(IN DECIMALS)

BACK AZIMUTH

GRID AZ. (ADD) (SUB.)

FTFTNORTHING EASTING

FEET

GRID DISTANCE

FEET

GEODETIC DISTANCE

GRID

AZIMUTH OR DIRECTION

3rd

HOUSTON, TX. HCFCD

1 OCT 64

FORM

ARE OBSOLETE.

AND 1960. 1 FEB 57, WHICH

REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION

DA 1959

agency is TRADOC.

the proponent

For use of this form, see TM 5-237;

HARRIS

13,842,858.24

NAVD88, 2001 ADJ.

D/G & A

MAR, 2006

SOUTH CENTRAL

TEXAS, LAMBERT

HCFCD MON. W 100 BM 091

3,032,222.05

HCFCD MON. W 100 BM 091

G U

P.I.

N.T.S.

N C

R E

T A

L L

15'

F L

T E

S T

R U

C T

U R E

F F

Y O

HCFCD BRASS CAP

NAD83

5,363.08'S06°29'55"EC.O.E. MON. #49-31 1981

B A

R K

S E

R V

L E

V E E

STA. 550+00

C/L LEVEE

MONUMENT 550+00

100' O/S

N4 5° '5 0"

GRAVEL ROAD IN BARKER DAM

GUARD RAIL

111.55'

EXHIBIT B-6

M O

N U

M E

N T S C

A R

D S

J C

TYPE OF MARK STATION

LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

LATITUDE LONGITUDE DATUM DATUM

(FT) (FT)

(M)(M)

GRID AND ZONE

ESTABLISHED BY (AGENCY)

DATE ORDER

TO OBTAIN

GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH

TO THE GEODETIC AZIMUTH

OBJECT

COUNTY

(NORTHING) (EASTING) (EASTING) (NORTHING)

(IN DECIMALS)

BACK AZIMUTH

GRID AZ. (ADD) (SUB.)

FTFTNORTHING EASTING

FEET

GRID DISTANCE

FEET

GEODETIC DISTANCE

GRID

AZIMUTH OR DIRECTION

3rd

HOUSTON, TX.

1 OCT 64

FORM

ARE OBSOLETE.

AND 1960. 1 FEB 57, WHICH

REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION

DA 1959

agency is TRADOC.

the proponent

For use of this form, see TM 5-237;

HARRIS

N.T.S.

NAD83

TYPE OF MARK STATION

LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION

LATITUDE LONGITUDE DATUM DATUM

(FT) (FT)

(M)(M)

GRID AND ZONE

ESTABLISHED BY (AGENCY)

DATE ORDER

TO OBTAIN

GRID AZIMUTH, ADD TO THE GEODETIC AZIMUTH

TO THE GEODETIC AZIMUTH

OBJECT

COUNTY

(NORTHING) (EASTING) (EASTING) (NORTHING)

(IN DECIMALS)

BACK AZIMUTH

GRID AZ. (ADD) (SUB.)

FTFTNORTHING EASTING

FEET

GRID DISTANCE

FEET

GEODETIC DISTANCE

GRID

AZIMUTH OR DIRECTION

3rd

HOUSTON, TX.

1 OCT 64

FORM

ARE OBSOLETE.

AND 1960. 1 FEB 57, WHICH

REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION

DA 1959

agency is TRADOC.

the proponent

For use of this form, see TM 5-237;

HARRIS

N.T.S.

NAD83

G-005

USACE BRASS CAP

B1 USACE 2014

USACE

NAVD88, GEOID 12A

USACE

JAN 2015

29 46 06.65921 95 38 42.54610

3,032,690.2613,842,242.53 SOUTH CENTRAL (4204 TXSC)

TEXAS STATE PLANE

USACE BRASS CAP

B2 USACE 2014

USACE

NAVD88, GEOID 12A

USACE

JAN 2015

29 45 17.58635 95 38 43.31892

3,032,764.3513,837,285.77 SOUTH CENTRAL (4204 TXSC)

TEXAS STATE PLANE

77.01' 90.05'

Cap is stamped "B1 USACE 2014".

PVC pipe. The U.S. Army Corps of Engineers Brass ground and surrounded by concrete and incased in 6"

Cap attached to a 4ft, 1/2" iron rod that is driven into

U.S. Army Corps of Engineers Survey Marker. Brass go 29.5ft East along fence line then 17.5ft North to of compound to 8ft chain link fence from the Fence

Addicks and Barker office, go to Southwest corner

From the gate at U.S. Army Corps of Engineers

"B2 USACE 2014".

incased in 6" PVC pipe stamped into ground and surrounded by concrete, Cap attached to a 4ft, 1/2" iron rod driven is a U.S. Army Corps of Engineers Brass

South 258ft to Survey Marker. Monument and Noble Road go West 260ft, and then

From the intersection of South HWY 6

A B

M D G -0

L L S

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

G-601

A B

M D G -6

J Z

F U

L L S

G601

BARKER HISTORIC HYDROGRAPHS

NOT TO SCALE

1-YR, 5-YR, 10-YR, 25-YR, MAX RECORD, FULL HISTORY

BARKER 2014 POOLS

BARKER RECORD POOL

BARKER 2005 - 2014 POOLS

BARKER RESERVOIR

BARKER 2010 - 2014 POOLS

BARKER 1990 - 2014 POOLS

T O

Y D

R O

G R

A P

File details come from the government source that posted it. Updated Nov 14, 2017.