Attachment 2 - Plans.pdf
PDF 31 MB Posted
- Solicitation number
- W912P919R0040
About this file
This federal contract opportunity solicitation requests proposals for construction services related to adding relief wells to a levee in Wood River, Illinois. The U.S. Army Corps of Engineers St. Louis District is seeking a contractor to add a total of 24 relief wells between station markers 152+00 to 188+50, including modifying two existing wells to T-type wells. The work also includes concrete construction, stone protection installation, dewatering, and turf establishment. Proposers must attend an optional site visit by August 18th and direct any questions to the Contract Specialist by that same date.
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IL 143
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MISSISSIPPI RIVERFLOW
C-103
C-102
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
2019/06/21 of Engineers
US Army Corps
B1
LEGEND
DISTRICT BOUNDARIES
L/D
L/D
L/D
L/D
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
I L L I N O I S
KY
M I S S O U R I
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JEFFERSON CITY
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PROJECT
LOCATION
VICINITY MAP
SCALE: 1" = 400'
PROJECT LOCATION
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MADISON COUNTY, IL
ST. LOUIS DISTRICT
R E
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F W
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K A
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MISSISSIPPI RIVER
RELIEF WELL PACKAGE 1
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LOWER WOOD RIVER DRAINAGE & LEVEE DISTRICT
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VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
vSo
So
St vSt
H
M
< 250
250-500
500-1000
1000-2000
2000-4000
> 4000
SYMBOLCONSISTENCY
CONSISTENCY
FOR COHESIVE SOILS
COHESION IN LBS./SQ.FT. FROM
SYMBOLS TO LEFT OF BORING
Denotes location of sample subjected to consolidation test and each
Pressure Test Results
Shown as 5 gals/min at 50 psi 5-50
C
S
R
Q
T
UNCONFINED COMPRESSION TEST
Results of these tests are available for inspection in the U.S. Army Engineer District of the above three types of shear tests
Office, if these symbols appear beside the boring logs on the drawings.
Are natural water content in percent dry weight (FW denotes Free Water) ASTM D 2216
Denotes location of consolidation-undrained triaxial compression test
Denotes location of consolidation test
Denotes location of consolidation-drained direct shear test
Denotes location of unconsolidation-undrained triaxial compression test
Are liquid and plastic limits, respectively - ASTM D 4318
Groundwater surface and date observed
APPLICABLE PUBLICATIONS
U.S. Army Engineer Manual (EM)
EM 1110-2-1906
Engineering and Design, Laboratory
Soils Testing, 30 November 1970
Revised 20 August 1986
American Society for Testing and Materials (ASTM) Standards
ASTM D 2487 Classification of Soils for Engineering Purposes.
ASTM D 1586 Method for Penetration Test and Split-Barrel Sampling of Soils.
ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates.
ASTM D 2166 Test Methods for Unconfined Compressive Strength of Cohesive Soil.
ASTM D 2488 Description and Indentification of Soils (Visual-Manual Procedure).
ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
Denotes proposed channel grade
Rock, and Soil-Aggregate Mixtures.
ASTM D 2216 Method for Laboratory Determination of Water (Moisture) Content of Soil, WB- WING BIT
VST-VACCUM SHELBY TUBE (5")
SSS-STANDARD SPLIT SPOON
RB- ROLLER BIT
HSP-HAND SAMPLE PROBE
HSA-HOLLOW STEM AUGER
HDA-HAND AUGER
CPT-CONE PENETROMETER
BKH-BACKHOE
AUG-AUGER
DRILLING AND SAMPLING EQUIPMENT
TAN
YELLOW
RED
BLACK
GRAY
LIGHT GRAY
MOTTLED
WHITE
BLUE-GREEN
BLUE
GREEN
GRAYISH-GREEN
GREENISH-GRAY
GRAYISH-BROWN
BROWNISH-GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
T
Y
R
BK
Gr lGr dGr
Br lBr dBr
Gn
Bl
Wh
Mot
B
C
O
P
U
A Angle Core Boring
Bag Samples-Soil-Borings
Core Boring
Observation Boring
Piezometer
LETTER
SYMBOL
DESCRIPTION
MODIFICATION SYMBOL
MODIFICATIONS
Traces
Medium
Fine
Coarse
Rootlets
Lignite fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Sandy
Gravelly
Boulders
Slickensides
Wood
Oxidized
F
M
C
O
CS
SIS
S
G
B
Ox
Wd
SL
slf sds shs lg rt cc
Tr-
Sand strata or lenses
Silt strata or lenses
B.Ca.
vFVery Fine
Began use of casing
B.D.M.
NX Core
Began use of drilling mud
Decomposed Limonite
Concretions
Beginning of
Specified Core Size
Shale fragments
COLOR SYMBOL
Are values of cohesion in lbs./sq. ft. from unconfined compression tests
Where underlined with a dashed line denotes laboratory permeability in centimeters
COLORS
DLC
SYMBOLS TO RIGHT OF BORING
U-LINE :PI=0.9(LL-8)
A-LINE :PI=0.73(LL-20)
CH
CL
80 1000
For classification of fine-grained soils
OH
MH
OL
ML
CL-ML
"U
LI
N E
"A " L
IN
E
Ground Surface Elev. G.S.E.
L.L. - LIQUID LIMIT
P .I P
L A
S T
IC
IT
Y I
N D
E X
BRG
GYB
GNG
Gyg
BLG
REDDISH RD
SS
Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.
Reference: ASTM D 2487, Figure 3 per second of undisturbed sample.
per second of sample remolded to the estimated natural void ratio.
GENERAL NOTES :
Calc. Concretions
In parenthesis and not underlined are driving resistance in blows per foot determined split spoon sampler and 350 lb. driving hammer with an 18 " drop.
Water Surface Elev. W.S.E.
When underlined denotes D size in mm - ASTM C 136
FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
is finer, and 90% coarser than size D - ASTM C 136.
The D size of a soil is the grain diameter in millimeters of which 10% of the soil
Denotes classification determined by process of drilling, no representativeA
"DIFFERING SITE CONDITIONS."
CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED
MATERIALS OF THE REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE
AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE
WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS
FIGURES TO RIGHT OF BORING UNDER COLUMNS "LL" AND "PL"
FIGURES TO RIGHT OF BORING
LEFT OPEN.
LOGS WITH SEASONAL WEATHER CHANGES AND DEPENDING ON THE LENGTH OF TIME THE BORE HOLE IS
VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE
NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE
BORINGS INDICATES THAT NO GROUNDWATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT
ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN
GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE
SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.
EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORING WHERE
CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL
Undisturbed Sample-Soil-Boring
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
SHELLS
CLEAN
GRAVEL
GRAVEL
WITH FINES
SAND
CLEAN
WITH FINES
SANDS
A
N D
S G
R A
V E
L S
C O
A R
S E -G
R A
IN
E D S
O
IL
S
SILT AND
CLAYS
SILT AND
CLAYS
F
IN
E -G
R A
IN
E D S
O
IL
S
HIGHLY ORGANIC SOILS
WOOD
SHELLS
NOTE: Soil possessing characteristics of two groups are designated by combinations of group symbols
(Little or No fines)
(Appreciable Amount of Fines)
(Little or No fines)
(Appreciable Amount of Fines)
MAJOR DIVISION TYPE
LETTER
SYMBOL BOL
SYM
TYPICAL NAMES
M o re t h a n h a lf t h e m a te ri a l 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 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 c o a rs e f ra c ti o n i s la 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 c o a rs e f ra c ti o n i s s m a ll e r th a n N o s ie v e s iz e
(Liquid Limit > 50)
(Liquid Limit < 50)
GW
GP
GM
GC
SW
SP
SM
SC
UNIFIED SOIL CLASSIFICATION ASTM D 2487
ML
CL
OL
MH
CH
OH
Pt
Wd
Sl
DESCRIPTIVE SYMBOLS
CLASSIFICATION AND
DESCRIPTION OF ROCK
CON
SAN
GRA
CLA
SHA
CEM
COA
LIM
DOL
CHA
CT
CA
GRN
S E
D
IM
E N
T A
R Y R
O C
K S
GROUP ROCK CLASSIFICATION
SYMBOL
LETTER SYM
BOL
CONGLOMERATE
SANDSTONE
GRAYWACKE
CLAYSTONE OR SILTSTONE
COMPACTION SHALE
CEMENTED SHALE
COAL
LIMESTONE
DOLOMITE
CHALK (OR MARL)
CHERT
CAVITY
GRANITE
PLASTICITY CHART
BORING SUFFIX
" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1
" I.D., 3 " O.D. 2 130 '' drop - ASTM D 1586. In parenthesis and underlined are for a 2
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PROJECT CONSTRUCTION LIMITS
EDGE OF HIGHWAY
CONSTRUCTION LIMITS TO FOLLOW
RIVERSIDE LEVEE CROWN
CONSTRUCTION LIMITS TO FOLLOW
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PILOT HOLE DRILLED
BY OTHERS
PILOT HOLE TO BE DRILLED
W P
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LWR-19PH-69
LWR-19PH-82
LWR-19PH-80
LWR-19PH-79
LWR-19PH-70
LWR-19PH-89
LWR-19PH-208
LWR-19PH-201
LWR-19PH-209
LWR-19PH-88
LWR-19PH-72
LWR-19PH-96
LWR-19PH-81
LWR-19PH-87
LWR-19PH-86
LWR-19PH-218
LWR-19PH-217
LWR-19PH-216
LWR-19PH-285
LWR-19PH-95
LWR-19PH-94
LWR-19PH-213
WRL-PH-1063
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