A07D-PLANS.pdf
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- Farrenburg Levee Renovation, Phase 3
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- W912EQ-18-B-0007
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PLANS-FARRENBURG 3
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Other files
| File | Type | Posted |
|---|---|---|
| ABSTRACT-18B0007.pdf | ||
| Estimated_Quantities-Farrenburg_Phase_3.pdf | ||
| PLANS-C-107-C-108.pdf | ||
| AMEND_0002.pdf | ||
| Amendmend_0001.pdf | ||
| A07D-SOLICITATION.pdf | ||
| A07D-SPECS.pdf |
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Helena
Marianna De Valls BluffDe Valls Bluff
ClarendonClarendon
Forrest City
Des Arc
Jacksonville
Conway
Searcy
Heber Springs
Clinton
Mountain View
Melbourne
Batesville
Augusta
Ash Flat
Salem
Newport
Walnut Ridge
Pocahontas
Corning Piggott
Paragould
Lake CityJonesboro
Osceola
Wynne
Marion
Memphis West
Stuttgart
Lonoke
Blytheville
Kennett
Carutherville
Jackson
Charleston
New Madid
Bloomfield
Marble Hill
Benton
Girardeau Cape
Poplar Buff
Doniphan
Greenville
Van Buren
Eminence
AltonWest Plains
Houston
GainesvilleGainesville
Centerville
Dyersburg
Ripley
Covington
Brownsville
Alamo
Trenton
Dresden
Union City
Paris
Huntington
Camden
Lexington
Decaturville
Benton
Wickliffe
Bardwell
Hickman
Mayfield
Paducah
Murray
Eddyville
Smithland
Marion
Tiptonville
Cairo
Mound City
Vienna
Metropolis
Golconda
Somerville Bolivar
Selmer
Savannah
Henderson
Jackson
Hernando
Senatobia
Holly Springs
Ashland
Ripley
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Booneville
New Albany
Fulton
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Oxford
Batesville
Sardis
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Memphis
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Rock Little
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Home Mountain
Norfork Lake
Lake Greers Ferry
Conway Lake
Lake Peckerwood
Lake Arkabutla
Sardis Lake
Lake Pickwick
Lake Reelfoot
Lake Kentucky
Lake Wappapello
Lake Horseshoe
Lake Porter
MISSOURI
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KENTUCKY
TENNESSEE
MISSISSIPPI
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70A
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79U.S. HIGHWAY
COUNTY LINE
STATE BOUNDARY
INTERSTATE HIGHWAY
PROJECT LOCATION
MEMPHIS DISTRICT BOUNDARY
VICINITY MAP
W912EQ-18-B-0007SOLICITATION NO.:
ISSUE DATE:
MISSISSIPPI RIVER LEVEE MAINTENANCE
MEMPHIS DISTRICT
of Engineers
US Army Corps
APPROVED BY:
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
MEMPHIS DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE
CHIEF ENGR & CONST DIVISION
NEW MADRID COUNTY, MISSOURI
G-001
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ST. JOHN'S LEVEE & DRAINAGE DISTRICT
LEVEE RENOVATION PHASE 3: CULVERT 9 & 10 REPLACEMENT
MAY 2018
PROJECT LOCATION
FOR SOLICITATION
CULVERT 9
CULVERT 10
BORROW PIT
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GENERAL CROSS-REFERENCING SYMBOLS
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
DETAIL/SECTION
TOP FRONT SIDE
ELEVATION SECTION
A
99/999
ABBREVIATIONS
GENERAL LEGEND
N
SCALE:1"=2000'
4000'2000'
XXX
XXX
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GENERAL NOTES:
PROPOSED CONTOUR
SILT FENCE
EASEMENT
CONSTRUCTION
EXISTING CONTOUR
FILTER MATERIAL
FILL SLOPE LINE
IRON ROD
PERVIOUS FILL
CUT SLOPE LINE
PROPOSED RIPRAP
P.I. POINT
& CENTERLINE
SURVEY BASELINE
PIPE
EXISTING CULVERT
EXISTING RIPRAP
DIRECTION
EXISTING FLOW
LIMITS
EXISTING VEGETATION
BORE HOLE
P.C. POINT
EXISTING LEVEE TOE
PROJECT LOCATION MAP
* UNLESS OTHERWISE NOTED ON EACH SHEET
WATER MAINWM
WIDTHW
UNDERGROUNDUNGD
OTHERWISE
UNLESS NOTEDUNO
TYPICALTYP
SHEETSHT
STAINLESS STEELSST
SPECIFICATIONSSPEC
STANDARDSDR
SANITARYSAN
CONCRETE PIPE
REINFORCEDRCP
RIGHT TOP BANKRTB
PIPE
POLYVINYL CHLORIDEPVC
TANGENCY
POINT OF PT
REVERSE CURVE
POINT OFPRC
POINT OF ENDINGPOE
POINT OF BEGINNINGPOB
INTERSECTION
POINT OFPI
CURVE
POINT OF COMPOUNDPCC
POINT OF CURVEPC
PIPE
POLYPROPYLENEPP
PERFORATEDPERF
ON CENTEROC
OUTSIDE FACEOF
NO STEEPER THANNST
NUMBERNO
NEAR FACENF
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MAXIMUMMAX
LEFT TOP BANKLTB
LANDWARDL/W
LONGLG
HEIGHTHT
SECTION
FLARED ENDFES
FAR FACEFF
EXISTINGEXIST
EACH WAYEW
EMBANKMENT
MATERIAL
EXCAVATEDEME
ELEVATIONEL
JOINT
EXPANSIONEJ
DRAWINGDWG
DIAMETERDIA
PLASTIC PIPE
CORRUGATEDCPP
CONCRETECONC
METAL PIPE
CORRUGATEDCMP
CENTER LINECL or C/L
BOTTOMBOT
BITUMINOUSBITUM
ALUMINUMALUM
ALTERNATE WITHALT W/
APPROXIMATEAPPROX
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SECTION/DETAIL)
(CENTERED UNDER
ON ANOTHER DRAWING
SECTION/DETAIL TITLE
SECTION/DETAIL)
(CENTERED UNDER
ON SAME DRAWING
SECTION/DETAIL TITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SERVICE UNTIL THE NEW PIPE IS SERVICEABLE.
TO 12.4 CFS FOR CULVERT 7 AND 11 CFS FOR CULVERT 8 FROM THE TIME THE EXISTING PIPE IS TAKEN OUT OF
CONSTRUCTION. THE BYPASS DRAINAGE PLAN SHALL PROVIDE FOR A BYPASS DRAINAGE CAPACITY EQUIVALENT
ANY OTHER WATER ENTERING THE EXCAVATION TO ENSURE WORK IS PERFORMED IN THE DRY THROUGHOUT
APPROVAL. UNWATERING PLAN SHALL PROVIDE FOR MANAGEMENT OF STORMWATER, RUNOFF, SEEPAGE, AND
15. CONTRACTOR SHALL SUBMIT UNWATERING AND BYPASS DRAINAGE PLANS FOR THE CONTRACTING OFFICER'S
PROTECTION IS RE-ESTABLISHED AS SOON AS POSSIBLE.
NON-WORK PERIOD AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT TO ENSURE THAT THE LINE OF
OF THE NON-WORK PERIOD AT EITHER LOCATION, THE CONTRACTOR SHALL CONTINUE WORK BEYOND THE
BOTH LOCATIONS. IN THE EVENT THAT THE LEVEE EMBANKMENT HAS NOT BEEN BACKFILLED BY THE BEGINNING
14. SIMULTANEOUS WORK AT BOTH CULVERTS MAY TAKE PLACE AS LONG AS WORK PROGRESSES CONTINUOUSLY AT
COMBINED GRID FACTOR; COMBINED GRID FACTOR EQUALS 1.0001962.
13. STATIONING IS BASED ON GROUND DISTANCE, WHERE GRID DISTANCE EQUALS GROUND DISTANCE TIMES
OPERATIONS SHALL BE REMOVED FROM THE LEVEE AND BECOME THE PROPERTY OF THE CONTRACTOR.
12. PIPES AND REMNANTS OF THE EXISTING PIPE AND DRAINAGE STRUCTURES ENCOUNTERED DURING EXCAVATION
11. ALL HAUL ROUTES MUST BE APPROVED BY THE CONTRACTING OFFICER.
FENCES ARE TO BE DISTURBED.
CONTRACTOR’S EXPENSE. APPROVAL FROM THE CONTRACTING OFFICER IS REQUIRED BEFORE ANY GATES OR EMBANKMENT. ALL GATES AND FENCES DISTURBED BY THE CONTRACTOR SHALL BE REPLACED AT THE
10. GATES AND/OR FENCES ARE NOT TO BE DISTURBED, UNLESS REQUIRED FOR CONSTRUCTION OF LEVEE
DETERMINE OR ANTICIPATE SITE CONDITIONS AT THE TIME OF CONSTRUCTION.
9. ANY AERIAL PHOTOGRAPHY SHOWN ON SHEETS IS FOR REFERENCE ONLY AND SHOULD NOT BE USED TO
ON SHEETS MAY NOT REFLECT SITE CONDITIONS AT TIME OF CONSTRUCTION.
8. DESIGN FOR THIS PROJECT WAS DEVELOPED BASED ON 2014 SURVEY JMA1401301. EXISTING CONTOURS SHOWN
SPECIFICATIONS SECTION 31 23 19.00 12, PARAGRAPH 3.2 "EMERGENCY FLOODING".
BACK FLOODING IS DEEMED NECESSARY, THE EXCAVATION AREA SHALL BE FLOODED IN ACCORDANCE WITH
EMERGENCY BACK FLOODING IS DIRECTED BY THE CONTRACTING OFFICER. IN THE EVENT THAT EMERGENCY
7. THE EXCAVATION SHALL BE MAINTAINED FREE OF WATER UNTIL ALL WORK IN THAT AREA IS COMPLETED, UNLESS
OFFICER’S REPRESENTATIVE.
6. REQUESTS FOR ADDITIONAL SUBSURFACE DATA INFORMATION SHALL BE SUBMITTED TO THE CONTRACTING
EXISTING LEVEE SLOPES. (NO STEEPER THAN 1V:10H)
5. CONTRACTOR SHALL MAKE A SMOOTH TRANSITION BETWEEN THE CONSTRUCTED LEVEE SLOPES AND THE
ELEVATIONS ARE REFERENCED TO NAVD 1988.
REFERENCE ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE BESIDES LOCATING THE BENCHMARKS.
4. NORTHINGS AND EASTINGS LISTED IN THE TABULATION OF BENCHMARK TABLE ARE FOR THE CONTRACTOR’S
OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT HIS EXPENSE.
OTHERS. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF SERVICE OCCASIONED BY THE CONTRACTOR'S
THE VICINITY OF UTILITIES TO PREVENT DAMAGE THERETO OR INJURY TO THE CONTRACTOR'S EMPLOYEES OR
NUMBER LISTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN
WORK IN THE VICINITY OF A UTILITY, THE CONTRACTOR SHALL CALL THE APPROPRIATE "CALL BEFORE YOU DIG"
ARE TO REMAIN IN PLACE AND OPERATIVE DURING THE CONSTRUCTION. AT LEAST 10 DAYS BEFORE BEGINNING
DETERMINE THE ACTUAL LOCATION OF ALL UTILITIES ON THE PROJECT SITE. ALL UTILITIES LOCATED AT THE SITE
INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL
3. ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE ONLY, AND THOSE
THE CONTRACTING OFFICER, PLANS OR SPECIFICATIONS.
2. DO NOT BLOCK OR REDIRECT EXISTING DRAINAGE WITH EXCAVATED MATERIAL UNLESS OTHERWISE DIRECTED BY
U.S. SURVEY FEET.
TRANSVERSE MERCATOR ZONE 16 IN U.S. SURVEY FEET. VERTICAL DATA WAS COMPUTED USING N.A.V.D. 88 IN
1. HORIZONTAL DATA WAS COMPUTED BY USING NORTH AMERICAN DATUM OF 1983 (NAD83) AND UNIVERSAL
MARKS
BENCH ELEVATION
AND ARE NOT TO BE USED FOR CONSTRUCTION)
13304125.534, EASTING: 906040.362. (NOTE: NORTHING AND EASTING SHOWN TO LOCATE BENCHMARK
ENGINNERS TYPE “C” MONUMENT, SET FLUSH IN CONCRETE, AND STAMPED “8930N23 2003”. NORTHING:
COUNTY ROAD 732, AND 1.3 FEET WEST OF A CARSONITE WITNESS POST. THE MARK IS A CORPS OF
NORTHEAST CORNER OF A 33’X13’ CONCRETE CULVERT, 11.5 FEET SOUTH OF THE CENTERLINE OF MILES TO A CONCRETE CULVERT AND THE MARK ON THE RIGHT. THE MARK IS LOCATED AT THE
ROAD 732 ON THE RIGHT. TURN RIGHT AND PROCEED NORTHEAST ALONG COUNTY ROAD 732 FOR 1.3
HIGHWAY WW AND HIGHWAY U. TURN RIGHT AND PROCEED NORTHEAST FOR 0.3 MILES TO COUNTY
NEW MADRID, MO, PROCEED NORTH ALONG HIGHWAY WW FOR 0.3 MILES TO THE JUNCTION OF
THE INTERSECTION OF SET-BACK LEVEE (HIGHWAY WW) AND FRONTLINE LEVEE AT THE EAST EDGE OF
THE MARK IS LOCATED ABOUT 2 MILES NORTHEAST OF NEW MADRID, MO. TO REACH THE MARK FROM
CONSTRUCTION)
NORTHING AND EASTING SHOWN TO LOCATE BENCHMARK AND ARE NOT TO BE USED FOR
ABOUT 5 FEET LOWER THAN THE HIGHWAY. NORTHING: 13330432.724, EASTING: 907655.362. (NOTE:
ROUTE WW, 3.6 FEET EAST OF A CONCRETE MILEPOST, 1 FOOT WEST OF A METAL WITNESS POST AND
SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP. IT IS 28 FEET NORTH OF THE CENTER OF STATE
STANDARD BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD, 5 INCHES UNDERGROUND AND
STATE ROUTE WW, FOR 2.6 MILES TO THE MARK ON THE LEFT. THE MARK, STAMPED “Y 274 1976”, A FOR 0.35 MILES TO A CROSSROAD ON TOP OF THE LEVEE. CONTINUE EAST ON TOP OF THE LEVEE, INTERSECTION OF VANDENVENDER AVENUE. TURN RIGHT AND GO EAST ON VANDENVENDER AVENUE
STATION FROM THE COURTHOUSE IN NEW MADRID, GO NORTH ON MAIN STREET FOR 0.25 MILES TO THE
ON TOP OF THE SET BACK LEVEE, ON PROPERTY OF THE SAINT JOHN LEVEE BOARD. TO REACH THE
THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF EAST PRAIRIE 4 MILES EAST OF NEW MADRID, STAMPED “8930N24 2003”. THE DISK IS RECESSED 12 CM UNDER THE ACCESS COVER
ROD UNDER AN ACCESS COVER SET FLUSH WITH THE GROUND. THE DISK AND ACCESS COVER ARE
THE MARK IS A MEMPHIS DISTRICT MAGNETIZED ALUMINUM DISK ATTACHED TO A 7-FOOT ALUMINUM
ROAD 707, 11 FEET EAST OF AN OLD RAILROAD GRADE, 2 FEET NORTH OF A CARSONITE WITNESS POST.
OF FARRENBURG, MO AND THE MARK ON THE LEFT. THE MARK IS LOCATED 30 FEET SOUTH OF COUNTY
TURN LEFT AND PROCEED NORTH ALONG COUNTY ROAD 707 FOR 1.1 MILES TO THE SMALL COMMUNITY
(EXIT 52) AND HIGHWAY P, PROCEED EAST ALONG HIGHWAY P FOR 2.3 MILES TO COUNTY ROAD 707, THE MARK IS LOCATED IN FARRENBURG, MO. TO REACH THE MARK FROM THE INTERSECTION OF I-55
8930N24 2003
8930N23 2003
Y274 1976
GEOID09)
292.35 (NAVD88
GEOID09)
309.05 (NAVD88
GEOID09)
304.77 (NAVD88
TABULATION OF BENCHMARKS: VERTICAL CONTROL
LEVEE RENOVATION PHASE 3
DESCRIPTION
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U .S
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X X
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FIGURES TO THE LEFT OF BORING UNDER COLUMN "K"
Are laboratory permeability in centimeters per second of undisturbed sample**
When in parenthesis denotes natural water contents in percent dry weight
FIGURES TO THE LEFT OF BORING UNDER COLUMN "(W) OR D10"
size in mm *
Denotes D
FIGURES TO THE LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Are liquid and plastic limits, respectively
FIGURES TO THE LEFT OF BORING UNDER COLUMN "C (PSF)"
Are values of cohesion in lbs/sq. ft. from unconfined compression or triaxial tests**
FIGURES TO THE LEFT OF BORING UNDER COLUMN "N-VALUE"
Denotes location of unconsolidated - undrained triaxial compression test * *
Denotes free water encountered in boring or sample
Denotes channel grade
C
S
R
Q
T
FW
Denotes location of consolidation test * *
SYMBOLS TO THE LEFT OF BORING
FIGURES TO THE RIGHT OF BORING
Are descriptive symbols***
BORING TYPE
SS - Split Spoon Sampler
AUG - Auger
TUBE - 3" or 5" Thin Wall Tube
NO SAMPLE
MIXED SAMPLE
WOOD
HIGHLY ORGANIC SOILS
C O
A R
S E G
R A
IN
E D S
O
IL
S
G R
A V
E L
S A
N D
GRAVEL
CLEAN
SAND
CLEAN
W/ FINES
GRAVEL
W/ FINES
SAND
CLAYS
SILTS &
CLAYS
SILTS &
GW
GP
GM
GC
SW
SP
SM
SC
F
IN
E G
R A
IN
E D S
O
IL
S ML
CL
OL
MH
CH
OH
Pt
Wd
VM
NS
N o s ie v e s iz e fr a c ti o n i s s m a ll e r th a n o re t h a n h a lf o f c o a rs e s ie v e s iz e fr a c ti o n i s l a rg e r th a n re t h a n h a lf o f c o a rs e is l a rg e r th a n N o s ie v e s iz e
M o re t h a n h a lf o f m a te ri a l (b y w e ig h t) is s m a ll e r th a n N o s ie v e s iz e
M o re t h a n h a lf o f m a te ri a l (b y w e ig h t)
(Little or No Fines)
(Little or No Fines)
Amount of Fines)
(Appreciable
Amount of Fines)
(Appreciable
(Liquid Limit < 50)
(Liquid Limit > 50)
- More than 12% passing No. 200 sieve - GM, GC, SM, SC
- 5% to 12% passing No. 200 sieve - Dual classification (e.g. SP-SM)
- Less than 5% passing No. 200 sieve - GW, GP, SW, SP
NOTE:
MAJOR DIVISION TYPE
SYMBOL
LETTER
UNIFIED SOIL CLASSIFICATION SYSTEM
CONSISTENCY SYMBOL
DESCRIPTIVE SYMBOLS
COLOR SYMBOL
TAN
YELLOW
RED
BLACK
GRAY
LIGHT GRAY
DARK GRAY
BROWN
LIGHT BROWN
DARK BROWN
BROWNISH - GRAY
GRAYISH - BROWN
GREENISH - GRAY
GRAYISH - GREEN
GREEN
BLUE
BLUE - GREEN
WHITE
MOTTLED Mot
Wh
BlGn
Bl
Gn grGn gnGr grBr brGr dBr lBr
Br dGr lGr
Gr
BK
R
Y
T
UNCONFINED COMPRESSION TEST
COHESION IN LBS./SQ. FT. FROM
VERY SOFT
SOFT
STIFF
VERY STIFF
HARD
COLOR DESCRIPTORS CONSISTENCY FOR COHESIVE SOILS
< 250
250 - 500
500 - 1000
1000 - 2000
2000 - 4000
> 4000 vSo
So
St vSt
H
MODIFICATION SYMBOL
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravelly
Boulders
Slickensides
Wood
Oxidized
Saturated
Lumps of Clay Clp
Sat
Ox
Wd
SL
B
G
S
SS
SIS
CS
O slf sds sh lg rt cc
C
M
F
Tr -
CL
CH
OH
MH
OL
ML
MODIFICATIONS
"U Li ne
"A " L in e
0 20 40 60 80 100
P I.
P
L A
S T
IC
IT
Y I
N D
E X
L.L. - LIQUID LIMIT
PLASTICITY CHART
For Classification of Fine-Grained Soils
NOTES
remoulded to the estimated natural void ratio**
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample shear tests * *
Denotes location of sample subjected to consolidation test and each of the above three types of
FINER, AND 90% COARSER THAN SIZE D
SIZE OF A SOIL IS THE GRAIN DIAMETER IN MILLIMETERS OF WHICH 10% OF THE SOIL IS
* THE D
OFFICE IF THESE SYMBOLS APPEAR BESIDE THE BORING LOGS ON THE DRAWINGS.
* * RESULTS OF THESE TESTS ARE AVAILABLE FOR INSPECTION IN THE U.S. ARMY ENGINEER DISTRICT
OFFICER'S REPRESENTATIVE
* * * BORING LOGS ARE AVAILABLE FOR INSPECTION UPON REQUEST SUBMITTED TO CONTRACTING
GENERAL NOTES:
CONTRACT CLAUSE ENTITLED, "DIFFERING SITE CONDITIONS".
VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE
OF SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH
LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC
1. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE
BORINGS WHERE SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.
VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE
3. CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND
CONTRACTING OFFICER'S REPRESENTATIVE.
FOR ADDITIONAL SUBSURFACE BORING DATA AND PILOT HOLE DATA SHALL BE SUBMITTED TO THE
4. ADDITIONAL SUBSURFACE DATA MAY BE AVAILABLE FOR INSPECTION UPON REQUEST. REQUESTS and a 140 lb. driving hammer with a 30" drop
Are driving resistances in blows per foot determined with a standard split spoon sampler ( 1 - 3/8 " I.D. 2" O.D. )
MEDIUM STIFF mSt
Denotes location of consolidated - drained direct shear test * *
Denotes location of consolidated - undrained triaxial compression test * *
IS EXPECTED TO FLUCTUATE DEPENDING ON SEASONAL VARIATIONS AND WEATHER CONDITIONS.
THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS. THE GROUNDWATER TABLE
BORING BUT DOES NOT NECESSARILY MEAN THAT GROUND WATER WILL NOT BE ENCOUNTERED AT
DATA ON CERTAIN BORINGS INDICATES THAT NO GROUND WATER DATA ARE AVAILABLE FROM THE
SURFACES ENCOUNTERED IN SUCH BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE
2. GROUND WATER ELEVATIONS SHOWN ON THE BORINGS LOGS REPRESENT GROUND WATER
Ground water surface at time of drilling
Ground water surface 24 hours after drilling
GRAVEL, Well Graded, gravel-sand mixtures, little or no fines
GRAVEL, Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL, gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well Graded, gravelly sands
SAND, Poorly Graded, gravelly sands
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
ORGANIC SILTS, and organic silty clays of low plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
WOOD
Variable mixed silts, clays and sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION SYSTEM
SYMB
B-001
W X
X X
X X -X
X -X -X
X X
X X
X X
X X -X
X -X -X
X X
X
G
H O
L T
G B
H
M C
D O
N A
L D S
C A
L L
A H
A N
B O
R
IN
G L
E G
E N
GROUND ELEV. 288.9
DATE: 12/14/2017
E 923940.52
N 13300840.67
BOR. 02-NMBG-17
GROUND ELEV. 283.4
DATE: 12/14/2017
E 923804.88
N 13300310.84
BOR. 03-NMBG-17
GROUND ELEV. 290.2
DATE: 12/14/2017
E 923975.62
N 13301366.5
BOR. 01-NMBG-17
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
B-002
W X
X X
X X -X
X -X -X
X X
X X
X X
X X -X
X -X -X
X X
X
G
H O
L T
G B
H
M C
D O
N A
L D S
C A
L L
A H
A N
B O
R
IN
G L
O G
S
E L E
V A
T
IO
N
CULVERT 9 CULVERT 10
BORROW PIT
(15.4)
(20.2)
(18.8)
(20.9)
(25.2)
(15.6)
(20.3)
(20.6)
(21.1)
(23.2)
0.076
0.159
0.16
0.217
0.212
0.175
CL, Br, SS, rt
CH, Br, Tr-Sand, Ox
SM, Br CL, Br CL, Ox CL, Gr, SS, Ox SC, brGr CL, Gr, Tr-Sand SC, Gr
SM, Br, F SP-SM, Br, F to M F
SP, Br, F
M, Tr-Gravel
Gr, M, Tr-Gravel
SP-SM, Gr, M
SP, Gr
M, Tr-Gravel
F to M
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 22-FBC-16-R
DATE: 7/11/2017
GROUND ELEV. 308.9
N 13312943.71
E 914697.28
(11.0)
(16.7)
(23.6)
(27.1)
(17.9)
(19.8)
(22.8)
(27.0)
(23.5)
0.179
0.193
0.201
0.176
CL, Br, rt, Ox
CL
brGr, Ox, Friable Gr CH, Gr
CL, Gr, Ox
CH, brGr, SIS, Ox CL, Br SP-SM, Br, F
SP, Br, F
F to M
SP-SM, Gr, F to M SP, Gr, F to M
SP-SM, Gr, M
SP, Gr, M
Tr-Gravel, lg
SP-SM, Gr, M
N-
Value
C
(PSF)
(W) or
D10PLLL
BOR. 25-FBC-14-R
DATE: 7/12/2017
GROUND ELEV. 309.2
N 13315542.85
E 914059.83
(W) or
(PSF)
C
LL PL D10
Value
57 (29.1)
(29.6)
(34.5)
(36.7)
ML, Gr
ML
Tr-Sand
N-
ML
ML, Gr, Tr-Sand
CH, Br, St
CL, Br, MSt, rt
(34.5)
ML, Br to Gr rt, Tr-O CH, Br, St
D10
(W) or
(PSF)LL PL
CL, Gr lg
MSt, Tr-Sand, lg
C
Value
N-
(35.6)58 30
(31.7)26 22
300 300
MSt, Ox, lg
(31.6)
(32.7) Ox
Tr-Sand, Ox
Tr-Sand
MSt, Tr-Sand
MSt
Tr-Sand
(65.3)
(62.7)
(50.2)
Tr-Sand CH, Br to Gr, St
(25.7)
ML - USCS Silt
CLS - USCS Low Plasticity Sandy Clay
CH - USCS High Plasticity Clay
E L E
V A
T
IO
N
SC - USCS Clayey Sand
MLS - USCS Sandy Silt
CL - USCS Low Plasticity Clay
LL (PSF)
C
ValuePL D10
(W) or
N-
(29.9)
(33.1)
(38.9)
(46.9)
(39.4)
(32.9)
(32.9)
(34.1)
CH, Gr, St, rt
St
St
MSt
CL, Gr
SC, Gr, M, lg
ML, Gr, St
St, Tr-Sand, Ox vSt vSt
CL, Gr
St, Tr-Sand, Ox
St, Tr-Sand, Ox
CONSTRUCTION EASEMENT
CONSTRUCTION EASEMENT
CULVERT 10
CE 9-2
CE 9-3
CE 9-4
LEVEE BASELINE
CE 9-1
CE 10-1
CE 10-2
CE 10-3
CE 10-4 CE 10-5
CE 10-6
CE 10-7
22-FBC-16-R
25-FBC-14-R
STA. M
7 29
+94 .43
STA. M
8 0
+00 .00
STA. M8 2+2
2.86
STA. M
8 25
+32 .53
STA. M
7 36
+56.
M7 5 3+0
M7 5 2+0
M7 5 1+0
M8 1 +00
M7 5 0+0
M7 4 9+0
M7 4 8+0
M8 2 +00
M7 4 7+0
M7 1 9+
M8 3+00
M7 2 0+
M8 4+00
M7 2 1+
M8 5+00
M7 4 6+0
M7 2 2+
M8 6+00
M7 2 3+
M8 7+00
M7 2 4+
M8 8+00
M8 9+00
M7 2 5+
M8 10+00
M7 4 5+0
M7 2 6+
M8 11+00
M7 2 7+
M8 12+00
M8 13+00
M7 2 8+
M8 14+00
M7 2 9+
M8 15+00
M7 4 4+0
M8 16+00
M7 30+00
M8 17+00
M8 18+00
M8 19+00
M7 4 3+0
M8 20+00
M8 21+00
M7 31+00
M8 22+00
M8 23+00
M8 24+00
M7 4 2+0
M8 25+00
M8 2 6+
M7 32+00
M8 2 7+
M8 2
8+
M8 2 9+
M7 4 1+0
M8 3 0+
M7 33+00
M7 4 0+0
M7 34+00
M7 3 9+0
M7 35+00
M7 3 8+0
M7 36+00
M7 3 7+0
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
C-100
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C O
O R
D
IN
A T
E S A
N D B
O R
IN
G L
O C
A T
IO
C
N S
T R
U C
T
IO
N E
A S
E M
E N
T
B A
S E
L
IN
CONSTRUCTION EASEMENT COORDINATES
CULVERTS 9 & 10 LEVEE BASELINE AND
Z = 308.92
Y = 13312971.765
X = 914695.676
SET IRON ROD
BL STA. 7/36+56.72
7/36+56 RESET 2014
LEVEE CENTERLINE
LEVEE BASELINE
LEVEE TOELEVEE TOE
22-FBC-16-R
INV 291.46
FL IN 293.87
18" CMP RISER PIPE
FL OUT 290.74
18" CMP
FL IN 289.53
CULVERT
2.1x2.1 CONC. BOX
FL OUT 287.93
BOX CULVERT
2.1'x2.1' CONC.
FL IN 290.05
1.5'x1.5' CONC. BOX CULV
FL OUT 288.51
1.5'x1.5' CONC. BOX CULV
N
M
M
M
M
M
M
M
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
SCALE:1"= 30'
30' 60'0
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C U
L V
E R
T
E
X
IS
T
IN
G C
O N
D
IT
IO
N S
C-101
THE CONTRACTOR SHALL NOT DISTURB ANY OTHER TREES DURING THE PROJECT.
TREES THAT WERE CLEARED AND GRUBBED ACCORDING TO THE PROJECT SPECIFICATIONS.
THE START OF CONSTRUCTION. CONTRACTOR SHALL BE REQUIRED TO DISPOSE OF THE
ALL REQUIRED TREE CLEARING AND GRUBBING WILL BE COMPLETED BY OTHERS PRIOR TO
EL. 282.18
STA. 2+54.0
EL. 282.18
STA. 2+13.6EL. 286.07
STA. 2+11.0
EL. 287.53
STA. 0+67.1
EL. 286.03
STA. 0+65.6
EL. 286.03
STA. 0+64.1EL. 287.53
STA. 0+54.1
EL. 287.53
STA. 0+62.6
PLATFORM
15' WORK
10' CROWN
914538.4058E
13312957.1866N
293.90'
294.00' 292.50'292.50'
292.55'
292.60'
BOTTOM OF EXCAVATION
1V:2H
1V:2H
EXISTING GRADE
1V:2.5H
LEVEE BASELINE
1V:2H EXCAVATION SLOPES
COFFERDAM C/L ALIGNMENT
1V:2.5H COFFERDAM SLOPES
15' WORKING PLATFORM
COFFERDAM TOE
EXCAVATION LIMITS
LINES
TRANSITION
SLOPE
1V:1H1V:1H
914808.9332E
13312976.6276N
INV.=288.54'
5' BYPASS CHANNEL
1V:1H
INV. OUT=287.91'
INV. IN=288.54'
+/- 67 LF @ 0.9%
36" ALUMINUM SPIGOT BACK FLAPGATE
COFFERDAM: SHALL BE CAPPED WITH
TEMPORARY 36" CMP THROUGH
DETAILS B&C ON SHEET C-502
WRAPPED IN FILTER FABRIC. SEE
4" DIA SCH 40 PERF. PVC PIPE
DETAILS B&C ON SHEET C-502
WRAPPED IN FILTER FABRIC. SEE
4" DIA SCH 40 PERF. PVC PIPE
CULVERT 9 C/L ALIGNMENT
1V:2H EXCAVATION SLOPES1V:2H EXCAVATION SLOPES
SEE NOTE 2
SILT FENCE
STRUCTURE PERM. STABILIZATION
RIPRAP TO BE REUSED FOR OUTLET
CULVERT SEE SHEET C-501 FOR DETAIL.
R-400 RIPRAP APRON FOR TEMP.
SEE DETAILS B&C ON SHEET C-502
PLAN. SEE CROSS SECTION ON SHEET C-300 &
FIELD CONDITIONS AND PROPOSED UNWATERING
DETERMINED BY THE CONTRACTOR BASED ON
SUMP DIMENSIONS AND LOCATION TO BE
CONCRETE INLET
REMOVE EXISTING
24" SQ. CULVERT
REMOVE EXISTING
OUTLET STRUCTURE
REMOVE EXISTING
E 914702.12
N 13312919.08
BASELINE - M7/ 36+03.64 = CULVERT C/L 1+55.36
BASELINE/CULVERT C/L INTERSECTION
M7/ 36+10.54, -155.20'
POB BASELINE OFFSET
M7/ 35+95.09, 192.49'
POE BASELINE OFFSET
914538.4058E
13312934.9939N
SLOPE @ 0.53%
INV.=290.00'
5' BYPASS CHANNEL
DO NOT DISTURB
EXISTING 18" CMP:
210.00'
65.5 0'
15'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
320320
320320
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60
CULVERT 9 EXCAVATION PROFILE
N
2+00
M
M
M
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C U
L V
E R
T
E
X C
A V
A T
IO
N P
L A
N P
R O
F
IL
E
C-102
SCALE:1"= 20'
20' 40'0
SUMP
CONTROL MEASURES ARE ALLOWED AS NECESSARY TO ENSURE PROPER PLACEMENT AND FUNCTION.
3. THE SILT FENCE OR EQUIVALENT SHOWN SHALL BE PLACED ALONG THE TOE OF THE COFFERDAM. FIELD ADJUSTMENTS TO EROSION
2. SEE EXCAVATION PROFILE FOR INFORMATION ON THE CUT SLOPE LINES DRAWN IN THE BOTTOM OF EXCAVATION SHOWN IN PLAN VIEW.
SPECIFICATIONS. THE CONTRACTOR SHALL NOT DISTURB ANY OTHER EXISTING TREES DURING THE PROJECT.
CONTRACTOR SHALL BE REQUIRED TO DISPOSE OF THE TREES THAT WERE CLEARED AND GRUBBED ACCORDING TO THE PROJECT
1. ALL REQUIRED TREE CLEARING AND GRUBBING WILL BE COMPLETED BY OTHERS PRIOR TO THE START OF THE CONSTRUCTION.
NOTES:
SCALE:1"= 20'
20' 40'0
RESTORE C/L ALIGNMENT
PROPOSED LEVEE
LEVEE BASELINE
TO EX. GRADE (TYP.)
DESIGN GRADE OF 309.00'
20' TRANSITION FROM
6" OF FILTER MATERIAL
30" OF R-400 RIPRAP OVER
INV. = 287.93'
SEE S-SHEETS FOR DETAIL
OUTLET STRUCTURE
PROPOSED CAST-IN-PLACE
EXISTING GRADE
DESIGN GRADE
PERVIOUS FILL
18" COMPACTED
PERVIOUS FILL
COMPACTED
SEE DETAIL B, SHEET C-502
6" OF FILTER MATERIAL
30" OF R-400 RIPRAP OVER
INV. = 287.93'
SEE S-SHEETS FOR DETAILS
OUTLET STRUCTURE
PROPOSED CAST-IN-PLACE
SEE SHEET C-500 FOR DETAIL
INV. = 289.53'
FLARED END SECTION
PROPOSED 48" PRECAST
STA. 1+20.5
SEE DETAIL E, SHEET C-502
SURFACE COURSE
6" COMPACTED AGGREGATE
SHEET PILE, SEE SHEET S-301
FABRIC. DRAINS TO SUMP
PVC PIPE, WRAPPED IN FILTER
4" DIA. SCH 40 PERFORATED
INV. = 289.53'
FLARED END SECTION
PROPOSED 48" PRECAST
144.7 LF OF 48" RCP @ 1.11%
PROPOSED CULVERT #9
TO EX. GRADE (TYP.)
DESIGN GRADE OF 309.00'
20' TRANSITION FROM
10'
CULVERT #9 C/L ALIGNMENT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
0+00
3+953+95
1+00
2+00
3+00
N
M7 34+00
M7 38 +00
M7 35+00
M7 36+00
M7 37 +00
320320
320320
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60
2%
SCALE:1"= 30'
30' 60'0
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-103
C U
L V
E R
T
N
E W C
U L
V E
R T P
L A
N P
R O
F
IL
E
SCALE:1"= 20'
20' 40'0
ELEV. 309.00'
48" RCP @ 1.11%
RESTORE C/L
LEVEE
1V:3.5H
EXISTING LEVEE SLOPES.
LEVEE TOE. THE LANDSIDE SLOPES SHALL BE NO STEEPER THAN 1V:5H AND SMOOTHLY TRANSITION TO THE
THE PLAN ABOVE. THE WATERSIDE SLOPES SHALL BE 1V:3.5H AND SHALL NOT EXTEND BEYOND THE EXISTING
2. THE LEVEE WILL BE RAISED TO ELEVATION 309.00' WITHIN THE CONSTRUCTION EASEMENT AND ACCORDING TO
CONTRACTING OFFICER'S APPROVAL WHEN UNWATERING IS NO LONGER NEEDED.
1. THE CONTRACTOR SHALL ABANDON THE 4" DIAMETER SCHEDULE 40 PERFORATED PVC PIPE IN PLACE AT THE
NOTES:
NST 1V:5
H
EL. 289.12
STA. 0+64.1
EL. 287.93
STA. 2+39.0
EL. 287.85
STA. 2+79.0
INV. 287.93
STA. 2+19.0INV. 289.54
STA. 0+72.3
CULVERT 9 PROFILE
EXISTING RIPRAP LIIMITS
EXISTING VEGETATION LIMITS
LEVEE BASELINELEVEE CENTERLINE
LEVEE TOE
LEVEE TOE
FL IN 292.36
BOX CULVERT
36" SQ CONCRETE
FL OUT 291.26
36" SQ CONC BOX CULVERT
25-FBC-14-R
N
M
M
M
M
M
M
M
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-104
C U
L V
E R
T
E
X
IS
T
IN
G C
O N
D
IT
IO
N S
SCALE:1"= 30'
30' 60'0
THE CONTRACTOR SHALL NOT DISTURB ANY OTHER TREES DURING THE PROJECT.
TREES THAT WERE CLEARED AND GRUBBED ACCORDING TO THE PROJECT SPECIFICATIONS.
THE START OF CONSTRUCTION. CONTRACTOR SHALL BE REQUIRED TO DISPOSE OF THE
ALL REQUIRED TREE CLEARING AND GRUBBING WILL BE COMPLETED BY OTHERS PRIOR TO
EL. 289.68
STA. 2+49.6
EL. 288.18
STA. 2+48.1
EL. 288.18
STA. 2+46.6
EL. 289.68
STA. 2+45.1
EL. 289.70
STA. 2+32.6
EL. 288.65
STA. 3+86.5
EL. 291.24
STA. 4+38.1
EL. 284.75
STA. 3+90.6
EL. 284.75
STA. 4+24.6
10' CROWN
1V:2H
BOTTOM OF EXCAVATION
EXISTING GRADE
1V:1H 1V:2H
1V:2.5H
1V:1H1V:1H
LEVEE BASELINE
1V:2.5H COFFERDAM SLOPES
COFFERDAM C/L ALIGNMENT
CULVERT 10 ALIGNMENT
10' WORKING PLATFORM
EXCAVATION LIMITS
COFFERDAM TOE
1V:1H TO 1V:2H
TRANSITION FROM
1V:1H TO 1V:2H
TRANSITION FROM
1V:1H
SLOPES
1V:2H EXCAVATION
EXCAVATION LIMITS
SLOPES
1V:2H EXCAVATION
DETAILS B&C ON SHEET C-502
WRAPPED IN FILTER FABRIC. SEE
4" DIA SCH 40 PERF. PVC PIPE
DETAILS B&C ON SHEET C-502
WRAPPED IN FILTER FABRIC. SEE
4" DIA SCH 40 PERF. PVC PIPE
SEE NOTE 2
SILT FENCE
SEE DETAILS B&C ON SHEET C-502
PLAN. SEE CROSS SECTION ON SHEET C-300 &
FIELD CONDITIONS AND PROPOSED UNWATERING
DETERMINED BY THE CONTRACTOR BASED ON
SUMP DIMENSIONS AND LOCATION TO BE
RESTORED TO GRADE AND SECTION.
CULVERT IS FULLY INSTALLED AND LEVEE IS
REMOVE EXISTING OUTLET STRUCTURE AFTER NEW
RESTORED TO GRADE AND SECTION.
CULVERT IS FULLY INSTALLED AND LEVEE
REMOVE EXISTING RIPRAP AFTER NEW
RESTORED TO GRADE AND SECTION.
CULVERT IS FULLY INSTALLED AND LEVEE
REMOVE EXISTING INLET AFTER NEW
RESTORED TO GRADE AND SECTION.
CULVERT IS FULLY INSTALLED AND LEVEE
REMOVE EXISTING CULVERT AFTER NEW
E 914085.59
N 13315659.09
BASELINE - M8/ 11+26.88 = CULVERT C/L 3+37.64
BASELINE/CULVERT C/L INTERSECTION
M8/ 11+56.82, -336.31'
POB BASELINE OFFSET
M8/ 11+06.78, 225.87'
POE BASELINE OFFSET
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60
CULVERT 10 EXCAVATION PROFILE
330330
330330
N
1+00
M
M
M
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-105
SCALE:1"= 20'
20' 40'0
C U
L V
E R
T
E
X C
A V
A T
IO
N P
L A
N P
R O
F
IL
E
SUMP
ARE ALLOWED AS NECESSARY TO ENSURE PROPER PLACEMENT AND FUNCTION.
3. THE SILT FENCE OR EQUIVALENT SHOWN SHALL BE PLACED ALONG THE TOE OF THE COFFERDAM. FIELD ADJUSTMENTS TO EROSION CONTROL MEASURES
2. SEE EXCAVATION PROFILE FOR INFORMATION ON THE CUT SLOPE LINES DRAWN IN THE BOTTOM OF EXCAVATION SHOWN IN PLAN VIEW.
DISTURB ANY OTHER EXISTING TREES DURING THE PROJECT.
REQUIRED TO DISPOSE OF THE TREES THAT WERE CLEARED AND GRUBBED ACCORDING TO THE PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL NOT
1. ALL REQUIRED TREE CLEARING AND GRUBBING WILL BE COMPLETED BY OTHERS PRIOR TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL BE
NOTES:
SCALE:1"= 20'
20' 40'0
PERVIOUS FILL
18" COMPACTED
PERVIOUS FILL
COMPACTED
INV. = 290.50'
SEE S-SHEETS FOR DETAILS
OUTLET STRUCTURE
PROPOSED CAST-IN-PLACE
SEE SHEET C-500 FOR DETAIL
INV. = 291.60'
FLARED END SECTION
PROPOSED 48" PRECAST
SEE DETAIL B, SHEET C-502
6" OF FILTER MATERIAL
30" OF R-400 RIPRAP OVER
SEE DETAIL D, SHEET C-502
6" OF FILTER MATERIAL
18" OF R-90 RIPRAP OVER
FOR TYPICAL SECTION
SEE SHEET C-300
CHANNEL GRADE
PROPOSED INLET
FOR TYPICAL SECTION
SEE SHEET C-300
PROPOSED INLET CHANNEL
TO EX. GRADE (TYP.)
DESIGN GRADE OF 309.00'
20' TRANSITION FROM
LEVEE BASELINE
RESTORE C/L ALIGNMENT
PROPOSED LEVEE
INV. = 291.60'
FLARED END SECTION
PROPOSED 48" PRECAST
137.8 LF OF 48" RCP @ 0.80%
PROPOSED CULVERT #10
6" OF FILTER MATERIAL
30" OF R-400 RIPRAP OVER
TO NEW INLET DITCH
AND SLOPE TO DRAIN
DITCH TO APPROX. ELEVATION 296'
CONTRACTOR TO FILL EXISTING
INV. = 290.50'
SEE S-SHEETS FOR DETAIL
OUTLET STRUCTURE
PROPOSED CAST-IN-PLACE
6" OF FILTER MATERIAL
18" OF R-90 RIPRAP OVER
FULLY INSTALLED AND OPERATIONAL
CHANNEL UNTIL NEW CULVERT IS
NOT BE DIVERTED TO NEW INLET
FLOW FROM EXISTING DITCHES SHALL
EXISTING GRADE
DESIGN GRADE
SEE DETAIL E, SHEET C-502
6" COMPACTED AGGREGATE
FABRIC. DRAINS TO SUMP
PVC PIPE, WRAPPED IN FILTER
4" DIA. SCH 40 PERFORATED
STA. 3+00.7
SHEET S-301
SHEET PILE, SEE
10'
CULVERT #10 C/L ALIGNMENT
TO EX. GRADE (TYP.)
DESIGN GRADE OF 309.00'
20' TRANSITION FROM
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60
330330
330330
N
6 3
8 3
M
M
M
M
M
0+00
1+00
2+00
3+00
4+00
4+654+65
ELEV. 309.00'
2% EL. 290.50
STA. 4+14.6
EL. 290.00
STA. 4+54.6
G H
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-106
SCALE:1"= 30'
30' 60'0
C U
L V
E R
T
N
E W C
U L
V E
R T P
L A
N P
R O
F
IL
E
CULVERT 10 PROFILE
EL. 291.60
STA. 0+00
SCALE:1"= 30'
30' 60'0
48" RCP @ 0.80%
EL. 291.18
STA. 2+46.6
INV. 290.50
STA. 3+94.6INV. 291.60
STA. 2+54.8
RESTORE C/L
LEVEE
1V:3.5HNST 1V:5
H
EXISTING LEVEE SLOPES.
SLOPES SHALL BE NO STEEPER THAN 1V:5H AND SMOOTHLY TRANSITION TO THE
1V:3.5H AND SHALL NOT EXTEND BEYOND THE EXISTING LEVEE TOE. THE LANDSIDE
EASEMENT AND ACCORDING TO THE PLAN ABOVE. THE WATERSIDE SLOPES SHALL BE
2. THE LEVEE WILL BE RAISED TO ELEVATION 309.00' WITHIN THE CONSTRUCTION
LONGER NEEDED.
PIPE IN PLACE AT THE CONTRACTING OFFICER'S APPROVAL WHEN UNWATERING IS NO
1. THE CONTRACTOR SHALL ABANDON THE 4" DIAMETER SCHEDULE 40 PERFORATED PVC
NOTES:
PASSABLE
BRIDGE NOT
CULVERT 10
CULVERT 9
BORROW PIT
2-NMBG-17
1-NMBG-17
3-NMBG-17
ROW 1
ROW 2
ROW 12
ROW 13
ROW 14
ROW 15
ROW 16
ROW 17
ROW 18
ROW 19 ROW 20
ROW 21
CE 2
CE 4
ROW 11/
ROW 7
ROW 8
ROW 9
ROW 10
ROW 3
ROW 4
ROW 5
ROW 6
CE 1
MAINTAINED BY OTHERS
TO BE CONSTRUCTED AND
ACCESS ROAD
MAINTAINED BY OTHERS
TO BE CONSTRUCTED AND
ACCESS ROAD
DO NOT DISTURB
BY OTHER CONTRACTORS.
AREA TO BE USED SIMULTANEOUSLY
MAINTAINED BY OTHERS
TO BE CONSTRUCTED AND
ACCESS ROAD
DITCH C/L
APPROXIMATE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
SCALE: 1"=3000'
LOCATION MAP
H W
Y U
CR 7
C R
STATE H
WY P
CR 730
C R
HWY P
C R
SEE NOTE 3
OTHERS.
STOCKPILED BY
MATERIAL TO BE
PHASE 3 PROJECT
FARRENBURG
G
H O
L T
G B
H
M
C L
A Y
D O
N A
L D S
C A
L L
A H
A N
N
C-107 100' 200'
SCALE:1"=100'
B O
R R
O W P
IT
E
X C
A V
A T
IO
N P
L A
N
BORROW MATERIAL SHALL BE TAKEN FROM THE STOCKPILE AS NEEDED.
3. DITCH AND ASSOCIATED STOCKPILE TO BE CONSTRUCTED BY OTHERS.
TRAFFIC TO FLOW SMOOTHLY AT ALL TIMES.
SHOULD BE KEPT CLEAR OF TRUCKS LOADING OR WAITING ALLOWING
CONSTRUCTION. ACCESS ROADS SHALL BE USED FOR TRANSPORT ONLY AND
2. THE ACCESS ROADS WILL BE USED BY 2 OTHER PROJECTS DURING
TRANSPORT TO CONSTRUCTION SITE.
FOR ALL LOADING/UNLOADING AND ANY MATERIAL PROCESSING PRIOR TO
1. THE CONTRACTOR SHALL USE THE BORROW PIT CONSTRUCTION EASEMENT
GRADE
EXISTING
GRADE
EXCAVATION
48" RCP
1V:1.5H
GRADE
EXCAVATION
48" RCP
GRADE
EXISTING GRADE
DESIGN
1V:1.5H
EXCAVATION GRADE
PERVIOUS FILL
COMPACTED
PERVIOUS FILL
COMPACTED
DESIGN GRADE
EXISTING GRADE
1'1'
48" RCP
1V:1.5H1V:1.5H
48" RCP
EXCAVATION GRADE
DESIGN GRADE 309.00'
1V:1H EXISTING GRADE
DESIGN GRADE 309.0'
10'
PLATFORM
10' WORK
10'
PLATFORM
15' WORK
V A
R
IE
1' 1'
10' SUMP - SEE NOTE 1 & 2
4" DIA SCH 40 PERF.PVC PIPE - SEE NOTE 3
4" DIA SCH 40 PERF.PVC PIPE - SEE NOTE 3 SUMP - SEE NOTE 1 & 2
8'
1V:1.5H1V:1.5H
EXISTING GRADE
DESIGN GRADE
DITCH TOB: EL. 395.00'
PROPOSED INLET
10'
5'3
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
320 320
E L E
V A
T
IO
N
STA. 3+38 - NEW CULVERT ALIGNMENT
CULVERT 10 LEVEE CROWN SECTION
STA. 1+50 - NEW CULVERT ALIGNMENT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
CULVERT 10 OUTLET STRUCTURE SECTION
STA. 3+95 - NEW CULVERT ALIGNMENT
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L E
V A
T
IO
N
STA. 3+38 - NEW CULVERT ALIGNMENT
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
STA. 2+19 - NEW CULVERT ALIGNMENT
CULVERT 9 LEVEE CROWN SECTION
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STA. 1+55 - NEW CULVERT ALIGNMENT
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
STA. 2+19 - NEW CULVERT ALIGNMENT
CULVERT 9 OUTLET STRUCTURE SECTION
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
320 320
E L E
V A
T
IO
N
STA. 1+50 - NEW CULVERT ALIGNMENT
CULVERT 10 INLET DITCH SECTION
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-300SCALE:1"= 20'
20' 40'0
2% 1V:2H
1V :2H
2%
2%
1V :2H1V:2H
SCALE:1"= 20'
20' 40'0
T Y
P
IC
A L S
E C
T
IO
N S
1V:
2H
1V:2H
CHANNEL
5' BYPASS
1V:2H
CHANNEL
5' BYPASS
1V :2H
(TYP.)
1V :2
H 1V:2H
SLOPE TO DRAIN
VIEWS ARE ORIENTED TO VIEW UPSTATION
VIEWS ARE ORIENTED TO VIEW UPSTATION
4. SEE SHEET C-502 FOR DETAILS.
CONTRACTING OFFICER FOR APPROVAL PRIOR TO INSTALLATION.
UNWATERING SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED TO THE
3. 4" DIA. SCH 40 PERFORATED PVC PIPE WRAPPED IN FILTER FABRIC. DRAINS TO SUMP. DESIGN OF
IS NOT LONGER NEEDED, THE SUMP SHALL BE BACKFILLED WITH COMPACTED PERVIOUS FILL.
TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WHEN UNWATERING
CONDITIONS AND CONTRACTOR'S APPROVED UNWATERING PLAN. CONTRACTOR SHALL SUBMIT PLAN
2. SUMP DIMENSIONS AND LOCATION TO BE DETERMINED BY THE CONTRACTOR BASED ON FIELD
1. CONTRACTOR TO INSTALL PERFORATED DRAIN PIPE AND SUMP PER ASTM D-2729.
4. SEE SHEET C-502 FOR DETAILS.
CONTRACTING OFFICER FOR APPROVAL PRIOR TO INSTALLATION.
UNWATERING SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED TO THE
3. 4" DIA. SCH 40 PERFORATED PVC PIPE WRAPPED IN FILTER FABRIC. DRAINS TO SUMP. DESIGN OF
IS NOT LONGER NEEDED, THE SUMP SHALL BE BACKFILLED WITH COMPACTED PERVIOUS FILL.
TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WHEN UNWATERING
CONDITIONS AND CONTRACTOR'S APPROVED UNWATERING PLAN. CONTRACTOR SHALL SUBMIT PLAN
2. SUMP DIMENSIONS AND LOCATION TO BE DETERMINED BY THE CONTRACTOR BASED ON FIELD
1. CONTRACTOR TO INSTALL PERFORATED DRAIN PIPE AND SUMP PER ASTM D-2729.
(TYP.)
END SECTION
PRECAST FLARED
#3 TIES AT 1'-0" O.C.
8.17'
5"
1'-6"
3" CLEARANCE ALL AROUND
6'
CONCRETE
(6) #5 REBAR
ANCHORS
SHEAR KEY
CONCRETE CAST-IN-PLACE
SECTION 33 40 00 TYPICAL ALL JOINTS
OF JOINT PER SPECIFICATIONS
FILTER FABRIC 18" EACH SIDE
O-RING GASKET JOINT WITH
SECTION 33 40 00 TYPICAL ALL JOINTS
OF JOINT PER SPECIFICATIONS
FILTER FABRIC 18" EACH SIDE
O-RING GASKET JOINT WITH
1'-6"
1'-6" 1'-9"1'-9"1'-9"1'-9"
6'
NON-SHRINK EPOXY GROUT.
FOR #8 BARS. FILL HOLES WITH
FLARED END SECTION TO MISS WWF
DRILL HOLES THROUGH PRECAST
BAR
PLAN VIEW
SECTION A-A END VIEW
FLARED INLET DETAIL
A A
A
N.T.S.
VIEW OF FLARED SECTION
G R
O U
T
A
CUT-OFF WALL SECTION
SHEAR KEY DETAIL
N.T.S.
THE RCP FOR THE JOB.
PIPE MANUFACTURER WHO SUPPLIES
SECTION FROM REINFORCED CONCRETE
CONTRACTOR SHALL ACQUIRE FLARED-END
NOTE:
2.17'
N.T.S.
DETAIL AT JOINT
N.T.S.
ASSEMBLED SECTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-500
T Y
P
IC
A L D
E T
A
IL
S F
L A
R E
D E
N D S
E C
T
IO
N
34" MAX
16" MIN
FABRIC
FILTER
BACKFILL
EARTH
GROUND LINE
FABRIC
END OF
FABRIC
10" BURIED END OF
FABRIC
END OF OVERLAPPING
WOODEN POST OR APPROVED EQUAL
GROUND SURFACE
DRIVE POST 18" BELOW
5' MIN LENGTH
WOODEN POST OR APPROVED EQUAL
16'5'8'
.5
+/- 6'
1V:2.5H
1V:2H
AT OUTLET STRUCTURE
FOR PERM. STABILIZATION
RIPRAP TO BE REUSED
R-400 RIPRAP APRON.
ALL TIMES DURING CONSTRUCTION
EROSION AND MAINTAIN 30" THICKNESS AT
CONTRACTOR SHALL MONITOR RIPRAP FOR
CONSTRUCTION GRADE
EXISTING GROUND
COMPACTED IMPERVIOUS FILL
SLOPE VARIES
EXCAVATION LINE
EXISTING GROUND
SLOPE VARIES
IMPERVIOUS FILL
12" LIFTS MAX. COMPACTED
6' MAX
RUNOFF
RUNOFF
4"
6" NOTE:
OVERLAP AND BE SECURED AT AT SUPPORT POST
SPLICED JOINTS SHALL HAVE A 6" MINIMUM
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-501
T Y
P
IC
A L D
E T
A
IL
S
INV.: 287.91'
2.5
C M
P
PLAN VIEW
PROFILE VIEW
SPECIFICATION SECTION 31 24 00.0012.
USING REQUIREMENTS FOR COMPACTED IMPERVIOUS FILL FOUND IN
3. NEW LEVEE CONSTRUCTION SHALL BE CONSTRUCTED
ON THE WATERSIDE.
SIDE MAY BE CONSTRUCTED CONCURRENTLY WITH A BENCH
THE LEVEE AT ANY ONE TIME. A BENCH ON THE PROTECTED
2. NO MORE THAN ONE BENCH IS PERMITTED ON
3' OR GREATER AND THE SLOPE IS STEEPER THAN 1V:10H.
COMPACTED IMPERVIOUS FILL WHERE THE VERTICAL DISTANCE OF FILL IS
1. BENCHING IS REQUIRED FOR AREAS DESIGNATED FOR
NOTES:
C
WATERSIDE
SLOPE VARIES
2' MAX.
1' MIN.
12'' LIFTS MAX.
12'' LIFTS MAX.
VARIES
C
LEVEE SLOPE FLATTENING BENCHING DETAIL
SCALE: NTS
A
SILT FENCE DETAIL
SCALE: NTS B
TEMPORARY RIPRAP APRON DETAIL
SCALE: NTS
6" COMPACTED AGGREGATE SURFACE COURSE
15' GEOTEXTILE FABRIC
15'
16'
1V:1H SHOULDER 1V:1H SHOULDER
O U T S
ID
E D
IA
24"24"
SLOPE VARIES
EXCAVATION GRADE
≤ 6" LIFTS)FILL (
COMPACTED IMPERVIOUS
≤ 12" LIFTS)FILL (
COMPACTED IMPERVIOUS
GROUND
EXISTING UNDISTURBED
.5
"AROUND BASE OF PIPE
FORMED FOUNDATION
THOROUGHLY TAMPED
HAND COMPACTORS (≤ 6" LIFTS)
W/ APPROVED MECHANICAL
COMPACTED IMPERVIOUS FILL
TO SUMP
WRAPPED IN FILTER FABRIC, DRAINS
4" DIA. SCH 40 PERFORATED PVC PIPE
OUTLET STRUCTURE DETAILS
SEE S-SERIES SHEETS FOR
1V:1.5H
1V:1.5H
OVER 6" FILTER MATERIAL
30" OF R-400 RIPRAP
CENTERLINE
CULVERT
1V:2H
M
IN
(T
Y P
FILL
COMPACTED PERVIOUS
END SECTION DETAILS
SEE SHEET C-500 FOR FLARED
EXISTING GRADE
DESIGN GRADE
SEE DETAIL ON SHEET C-500
CONCRETE SHEAR KEY
(T
Y P
5' MAX
PERVIOUS FILL
3' THICK, COMPACTED
IMPERVIOUS FILL
COMPACTED
FILL
COMPACTED IMPERVIOUS
WRAP OUTLET STRUCTURE
1'W x 6"D FILTER MATERIAL TO
SHEET S-301
SHEET PILE, SEE
TO SUMP
WRAPPED IN FILTER FABRIC, DRAINS
4" DIA. SCH 40 PERFORATED PVC PIPE
M
IN
M
IN
7'
EXISTING GRADE
FILTER MATERIAL
THICK OVER 6"
R90 RIPRAP, 18"
R90 RIPRAP
FILTER FABRIC
FILTER FABRIC
3' THICK, PERVIOUS FILL
40'
10'
7.5'
5.5'
1'
2% 2%
EL. 309.00'
CENTERLINE
LEVEE
CONTRACTOR SHALL RESURFACE ALL AREAS OF THE LEVEE CROWN AS SHOWN IN THE PLANS.
NOTE:
F
TRENCH INSTALLATIONS - SINGLE PIPE
SCALE: NTS
M
IN
M
IN
M
IN
PIPES WHEN UN-WATERING ACTIVITIES ARE NO LONGER NEEDED.
CONTRACTOR SHALL ABANDON THE 4" DIA SCH 40 PERF. PVC
NOTE:
10LF @ 2%
B
OUTLET DETAIL (PROFILE VIEW)
SCALE: NTS
A
INLET DETAIL (PROFILE VIEW)
SCALE: NTS
1V :2
H
2%
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
M P
H
IS
D
IS
T R
IC
T
N
M A
IN
S
T
M E
M P
H
IS
T
N
M
IS
S
IS
S
IP
P I
R
IV
E R L
E V
E E
S M
A
IN
T E
N A
N C
E
N E
W M
A D
R
ID
T
O S
IK
E S
T O
N R
ID
G E F
A R
R E
N B
U R
G
N E
W M
A D
R
ID
C
O U
N T
Y
M
IS
S O
U R I
S T J
O H
N 'S L
E V
E E D
R A
IN
A G
E D
IS
T R
IC
T
L E
V E
E R
E N
O V
A T
IO
N P
H A
S E
C U
L V
E R
T
R
E P
L A
C E
M E
N T
M A
Y
G H
M C
D O
N A
L D S
C A
L L
A H
A N
C-502 o
B
C
PERFORATED DRAIN DETAIL
SCALE: NTS
T Y
P
IC
A L D
E T
A
IL
S
DRAIN PIPE AND SUMP PER ASTM D-2729.
CONTRACTOR TO INSTALL PERFORATED
NOTE:
D
INLET PROTECTION DETAIL
SCALE: NTS
E
LEVEE CROWN DETAIL
SCALE: NTS
FRONT VIEW
1.
2.
3.
SCALE: 1" = 1’-0"
THE FLAP GATE SHALL BE SUITABLE FOR OPERATION ON 40’ MAXIMUM SEATING HEAD.
WITH THE MANUFACTURER.
AND BOLTS SHALL BE STAINLESS STEEL. MATERIALS CONFIGURATION SHALL BE VERIFIED
GATES SHALL BE PROVIDED WITH 6061-T6 ALUMINIUM ALLOY FRAME, SEAT, AND COVER. LINKS
NOTES
"8
4’-6
"4
1’-1
48" FLAP GATE
BOLT CIRCLE DIA. = 52 1/4"
48" RCP
LIFTING EYE
4.
(SEE DETAIL)
EMBEDDED ANCHOR BOLT
AS SHOWN ON THIS DRAWING
FLAP GATE SHOULD BE BOLTED DIRECTLY TO THE HEADWALL WITH EMBEDDED ANCHOR BOLTS
GROUT PAD THICKNESS SHALL BE ADDED TO THE BOLT PROJECTION SHOWN IN THIS DRAWING
ANCHOR BOLT DETAIL
SCALE: 3" = 1’ - 0"
"2
6"
FLAP GATE FRAME
(20 REQ’D)
1/2" DIA. ANCHOR BOLT
S O
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IC
IT
A T
IO
N N
O
D E
S
IG
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D B
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D E
S C
R
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N
A
M A
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S
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D B
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D A
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C O
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R A
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D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
X X
X X
X X -X
X -X -X
X X
X
W X
X X
X X -X
X -X -X
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M-101
SCALE: 1" = 1’-0"
SECTIONA
M-101
M-101
S-001
N A
L D C
A L L
A H
A N ,P .E
J
M
M V
R
T
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T A
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M V
R
(THESE NOTES APPLY TO SHEET NUMBERS S-301 THROUGH S-503)
STRUCTURAL NOTES
6. ALL CONTINUOUS REINFORCING STEEL SHALL BE LAPPED USING A CLASS "B" TENSION LAP.
5. SLAB REINFORCING SHALL BE CONTINUOUS, TIED AND SUPPORTED ON CHAIRS.
ii. FORMED SURFACE : 2"
i. CAST AGAINST EARTH : 3"
(B) SECTION NOT EXPOSED TO ACTION OF WATER
iv. UNFORMED SURFACES : 6"
iii. FORMED SURFACE -SECTION LESS THAN 24 INCH : 3"
ii. FORMED SURFACE -SECTION 24 INCHES OR GREATER : 4"
i. UNFORMED SURFACES IN CONTACT WITH FOUNDATION : 4"
(A) SECTION EXPOSED TO ACTION OF WATER
STEEL SHALL BE AS FOLLOWS:
4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM COVER FOR REINFORCING
THE STRUCTURAL ENGINEER.
DOCUMENTS. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY
3. REINFORCEMENT SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL
SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.
AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE
2. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES
1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,U.N.O..
III. REINFORCEMENT
PER ACI 318-14
TABLE OF REINFORCEMENT EMBEDMENTS AND SPLICES
MULTIPLIED BY 1.2.
LESS THAN 3d OR CLEAR SPACING LESS THAN 6d. ALL OTHER EPOXY COATED BARS SHALL BE
MULTIPLY LENGTHS SHOWN BY 1.5 (1.3 FOR TOP BARS) FOR EPOXY COATED BARS W/ COVER5.
IS CAST BELOW THE REINFORCEMENT.
TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE4.
STRESS IN THE BARS. BASED ON ACI 318-14 SECTION…
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