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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# W9126G-15-R-0001
CONTRACT # XXXXXX-15-C-XXXX
VOLUME 1 - ADDICKS 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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SWD Dam Safety
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IN THIS SET AS INDEXED ON THIS SHEET*
RECOMMENDATION AND APPROVAL OF ALL DRAWINGS
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(* AS REQUIRED BY ENGINEERING REGULATION
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IDENTIFICATION
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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.
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SCALE IN FEET
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WORK SITE
ADDICKS DAM
HOUSTON, TX AREA VICINITY MAP
HOUSTON AREA INFRASTRUCTURE
ADDICKS DAM AND PROPERTY BOUNDARY
ADDICKS
DAM
BARKER
DAM
12000'80000'
BEAR
CREEK
LANGHAM
CREEK
T U R
K E Y
C R
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K
BEAR C
R
E E
K
SOUTH
M A
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E
C R E E K
L A
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K
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CLAY ROAD
LAKESIDE
AIRPORT
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IR
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HAMMERLY
BEAR
CREEK PARK
ADDICKS DAM
A D
D
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K S
D A
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450+00
500+00
0+
0+
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PROJECT
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GROESCHKE ROAD
PATTERSON ROAD
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LAKE
BARKER DAM
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FO
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BRIAR VILLAGE
WESTHOLLOW
RESEARCH CENTER
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NOBLE ROAD
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N D O
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450+00
500+00
550+00
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- - R.R.
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W E
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PORT
ARTHUR
HOUSTON
MATAGORDA
DALLAS
FT.
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AUSTIN
SAN ANTONIO
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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
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VICINITY MAP Gulf of Mexico
LOCATION
PROJECT
W es th ei m er P
R K
W A Y
BORROW AREA
ACCESS POINT
BORROW AREA
ACCESS POINT
SITE
CONSTRUCTION
J C
J C
R
A B
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A R
S
2000' 4000'
G-002
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
PARKWAY DIRECTLY INTO GOVERNMENT PROPERTY.
1. ACCESS TO THE SITE SHALL BE FROM ELDRIDGE
NOTES:
E L
D R
ID
G
CORNER Easting Northing
NW 3,039,461 13,849,639
SW 3,039,561 13,849,579
SE 3,039,521 13,849,579
NE 3,039,521 13,849,639
CONTRACTOR OFFICE LIMITS
CORNER Easting Northing
NW 3,039,461 13,849,579
SW 3,039,461 13,849,519
SE 3,039,521 13,849,519
NE 3,039,521 13,849,579
GOVERNMENT OFFICE LIMITS
Point Easting Northing Point Easting Northing 1 3,035,340.04 1,385,186.28 23 3,039,395.00 13,852,147.00 2 3,038,347.49 13,850,254.68 24 3,039,440.00 13,852,245.00 3 3,038,694.63 13,850,262.57 25 3,040,302.00 13,852,185.00 4 3,038,708.53 13,849,804.24 26 3,040,862.00 13,854,752.00 5 3,038,810.00 13,849,804.00 27 3,039,355.00 13,854,738.00 6 3,039,015.00 13,849,607.00 28 3,039,458.00 13,852,730.00 7 3,039,067.00 13,849,540.00 29 3,039,375.66 13,852,249.73 8 3,039,061.00 13,849,416.00 30 3,039,335.00 13,852,159.00 9 3,039,372.00 13,849,461.00 31 3,039,353.00 13,851,135.00 10 3,039,565.81 13,849,477.55 32 3,038,899.00 13,851,129.00 11 3,039,361.00 13,850,049.00 33 3,038,899.00 13,851,611.00 12 3,039,412.00 13,850,049.00 34 3,038,598.00 13,851,864.00 13 3,039,412.00 13,850,200.00 35 3,038,213.00 13,851,859.00 14 3,039,547.69 13,850,282.78 36 3,038,213.00 13,851,670.00 15 3,039,410.87 13,850,282.78 37 3,038,213.00 13,851,639.00 16* 3,041,261.41 13,850,321.85 38 3,036,966.00 13,851,639.00 17* 3,041,238.00 13,850,709.00 39 3,036,966.00 13,850,381.00 18 3,040,324.48 13,850,692.00 40 3,038,344.00 13,850,409.00 19 3,040,324.00 13,851,350.00 41 3,034,521.00 13,850,331.00 20 3,039,653.00 13,851,350.00 42 3,034,527.60 13,850,177.98 21 3,039,653.00 13,851,136.00 43 3,035,339.34 13,850,210.83 22 3,039,413.00 13,851,136.00
* EXTEND LIMIT TO THE EDGE OF PAVEMENT AT ELDRIDGE PARKWAY
LIMIT OF WORK AND HAUL ROAD LIMITS
ABBREVIATIONS EXISTING LEGEND NEW LEGEND SYMBOLS
SS
TUG
G
W
FA
PP
MH
FH
LP
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
IA
T
IO
D S
Y M
B O
L
IS
T
IN
G A
N D N
E W L
E G
E N
D S
F U
L L S
IZ
E
A R
S
A
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)
S A
R S
D E
M
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
CONTROL JOINTCLJ
CLEAR COVERCLR. CVR.
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
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Production Center
SWD Dam Safety
12345
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P S O
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X X
X X
X M
M /D
D /Y
Y Y
Y X
X X
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 -X
X
G -1
-R -0
/0
/2
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
IN
E E
R S
G A
L V
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T O
N D
IS
T R
IC
T
G A
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T O
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IV
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-2
TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS)
LATITUDE LONGITUDE DATUM DATUM
(FT) (FT)
(M)(M)
GRID AND ZONE
GRID AND ZONE DATE
TO OBTAIN
TO OBTAIN
GRID AZIMUTH, ADD
OBJECT
COUNTY
(NORTHING) (EASTING) (EASTING) (NORTHING)
(IN DECIMALS)
BACK AZIMUTH
GRID AZ. (ADD) (SUB.)
FTFTNORTHING EASTING
FEET
GEODETIC DISTANCE
GRID
AZIMUTH OR DIRECTION
HARRIS C.O.E. BRASS DISK
ADDICKS DAM C.O.E.
NAD83
TEXAS, LAMBERT
SOUTH CENTRAL
ELEVATION
ESTABLISHED BY (AGENCY)
ORDER
TO THE GEODETIC AZIMUTH
TO THE GEODETIC AZIMUTH
FT
FEET
GRID DISTANCE
3rd
NAVD88, 2001 ADJ.
D/G & A
NOV, 2006
13,850,480.69 3,039,236.54
N 42°37'20" EW100 BM091 HCFCD 10,358.78'
N.T.S.
REGISTRATION No. 5900
REGISTERED PROFESSIONAL LAND SURVEYOR
RENE DAMIAN
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;
U100 BM08
U100 MB08 117.02'
PLATFORM
FLOOD GATE
BRIDGE
STEEL CATWALK
STEPS
CONCRETE
CONC. WALK
1' CONC. WALL
CREEK
C/L LANGHHAM
GUARD RAIL
0.42'
1.7'
.0
1.2'
0.43'
0.8'
0.8'
MONUMENT
HISTORICAL
MONUMENT
HISTORICAL
SEE DETAIL
C.O.E. MONUMENT BUILT 1948
12' WIDE GRAVEL RD.
DAM
ADDICKS
EXHIBIT B-5
M O
N U
M E
N T S C
A R
D S
J C
R
TYPE OF MARK STATION
LOCALITY STAMPING ON MARK AGENCY (CAST IN MARKS) ELEVATION
LATITUDE LONGITUDE DATUM DATUM
(FT) (FT)
(M)(M)
GRID AND ZONE
GRID AND ZONE
ESTABLISHED BY (AGENCY)
DATE ORDER
TO OBTAIN
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.)
FT
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
J C
R
A R
S
USACE BRASS CAP
A1 USACE 2014
A1 USACE 2014
USACE
NAVD88, GEOID 12A
USACE
JAN 2015
29 47 11.28244 95 37 23.64186
3,039,452.4413,848,967.51 SOUTH CENTRAL (4204 TXSC)
TEXAS STATE PLANE
79.43'
"A1 USACE 2014".
of Engineers Brass Cap is stamped incased in 6" PVC pipe. U.S. Army Corps into ground surrounded by concrete and is
Monument is a 4ft, 1/2" Iron Rod Driven
North 375ft to USACE Survey Marker.
intersection. Follow Pigtail Loop Sidewalk
360ft along sidewalk to Pigtail Loop Sidewalk
I-10 frontage road go West approximately
From the corner of Blackhaw street and
F U
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X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X M
M /D
D /Y
Y Y
Y X
X X
B o b b y V a n C le a v e L e a d E n g r
X X
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F u ll S iz e
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N
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C
A
B
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F
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B E
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S
IZ
E
S U
B M
IT
T E
D B
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P L
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C A
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P L
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D A
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M A
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D E
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N
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R A
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O
D A
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Production Center
SWD Dam Safety
12345
H A
R R
IS
C
O U
N T
Y T
E X
A S
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S
A D
D
IC
K S A
N D B
A R
K E
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S
®of Engineers
US Army Corps
E
R E
V
IE
W E
D B
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SHEET OF YYY
A R
M Y C
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P S O
F E
N G
IN
E E
R S
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X M
M /D
D /Y
Y Y
Y X
X X
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 -X
X
G -1
-R -0
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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
IN
E E
R S
G A
L V
E S
T O
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IS
T R
IC
T
G A
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T O
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X
S O
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IV
IS
IO
N D
A M
S A
F E
T Y P
R O
D U
C T
IO
N C
E N
T E
R
M L
O C
K E P
O J E
C T P
A D
D
IC
K S D
A M S
A F
E T
Y M
O D
IF
IC
A T
IO
N S
R E
Q U
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T F
O R P
R O
P O
S A
L
S W
G H
S C
-2
G-601
IS
T O
R
IC
H
Y D
R O
G R
A P
M D G -6
.d
S
J Z
M J P
F U
L L S
IZ
G601
ADDICKS HISTORIC HYDROGRAPHS
NOT TO SCALE
1-YR, 5-YR, 10-YR, 25-YR, MAX RECORD, FULL HISTORY
ADDICKS 2014 POOLS
ADDICKS 2005 - 2014 POOLS
ADDICKS RESERVOIR
ADDICKS 2010 - 2014 POOLS
ADDICKS 1990 - 2010 - 2014 POOLS
ADDICKS RECORD POOL
File details come from the government source that posted it. Updated .