Solicitation - Attachment 1 - Plans.pdf
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- Solicitation number
- W912P922R0002
About this file
This solicitation is for the Melvin Price Lock & Dam Reach 2 Flood Control Relief Wells project. The U.S. Army Corps of Engineers seeks to install twenty-five partially penetrating relief wells and modify twenty-five existing D-type relief wells. Offerors should review the attached solicitation and attachments for full requirement details and proposal submittal instructions. The solicitation number is W912P922R0002 and proposals are due in accordance with the dates specified in the solicitation documents.
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IDENTIFICATION
SHEET
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®of Engineers
US Army Corps
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®of Engineers
US Army Corps of Engineers
US Army Corps
N o
MADISON COUNTY, ILLINOIS
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UPPER WOOD RIVER LEVEE
CORRECTIONS PROJECT (REACH 2)
DESIGN DEFICIENCY
MELVIN PRICE LOCKS AND DAM
UPPER MISSISSIPPI RIVER BASIN
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IDENTIFICATION
SHEET
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®of Engineers
US Army Corps
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GENERAL NOTES
SURVEY NOTES:
LIMITS OF WORK
MAX
MIN
TYP
GALVANIZED
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
EF
EJ
EL
EW
GALV
HT
MISC
NF
OF
NO
OC
SPEC
UNO
UGND
WIDTHW
LONG
LANDWARDL/W
LG
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
APPROX
RELIEF WELL
DIA OR Ø
RW RELIEF WELL
SS
TBP TO BE PROVIDED
FF FAR FACE
EXIST. EXISTING
ERW EXISTING RELIEF WELL
OVERHEAD P0WER
EXISTING
AND NUMBER
DWG OUTLINE
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
WOOD RIVER CONTROL
NORTH ARROW
INDICATES TRUE NORTH
INDICATES PLAN NORTH
NORTH
PLAN
X#
X-###
X#
X-###
X#
X#
X# SCALE:
DETAIL/SECTION TITLE
DETAIL/SECTION TITLE
SCALE:
X#
X#
2. VERTICAL DATUM IS BASED ON THE NATIONAL GEODECTIC VERTICAL DATUM OF 1988 (NAVD88) GEOID12A
SHOWN ARE ILLINOIS WEST ZONE STATEPLANE AND ARE EXPRESSED IN US SURVEY FEET.
1. HORIZONTAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) CORS11. COORDINATES
I.D. INSIDE DIAMETER
WELL TO BE CONVERTED
EXISTING D-TYPE RELIEF
CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
E X
X SANITARY SEWER
EXISTING
S S
S
X STORM SEWER
EXISTING
T
T
BE ABANDONED
EXISTING RELIEF WELL TO
TBA TO BE ABANDONED
DND DO NOT DISTURB
POINT
(Y)
NORTHING
(X)
EASTING
(FT)
ELEVATIONDESCRIPTION
SET CM WITH ALUM DISK
SET CM WITH ALUM DISK
SET CM WITH ALUM DISK
805987.643
806852.144
802452.413
2298804.143
2296393.463
2301915.371
421.87
426.06
446.22
IL-WEST, NAD83(CORS11), NAVD88(GEOID12A)
ROAD
TOP OF ACCESS
REMOVAL
PUMP PAD
REMOVAL
LARGE WOODY VEG.
VEG. REMOVAL
SMALL, NON-WOODY
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FOR ALL CLEARING, CUTTING, AND EXCAVATION OF TREES.
EXCAVATION OF TREES SHALL ONLY OCCUR FROM 1 OCT TO 31 MARCH. ETL 1110-2-583 SHALL BE FOLLOWED
11. THIS AREA IS SUBJECT TO INDIANA BAT HABITAT PROTECTION. CLEARING, CUTTING OR
EDGE OF THE WHITE LINE NEAREST THE SHOULDER PROJECTING LANDWARD.
THE CLEAR ZONE OF IDOT RIGHT OF WAY. THE CLEAR ZONE IS MEASURED APPROXIMATELY 30 FT FROM THE
10. THE CONTRACTOR SHALL NOT INSTALL ANY PERMANENT VERITCAL STRUCTURE WITHIN
"GOVERNMENT FURNISHED".
REQUIRE ALL NEW LABOR AND MATERIALS UNLESS SPECIFICALLY NOTED TO BE "EXISTING", "BY OTHERS", OR
9. ALL WORK NOTED AND LOCATED IN THESE DOCUMENTS SHALL BE UNDERSTOOD BY THE CONTRACTOR TO
ENTERING THE CONSTRUCTION SITE.
REQUIRED TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT ANY UNAUTHORIZED PERSONNEL FROM
8. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL CONSTRUCTION FENCING AND BARRICADES AS
ALL SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF THE SPECIFICATIONS.
CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE RESPONSIBLE FOR THE INFORMATION PRESENTED ON
7. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED AS A WHOLE IN THAT THE GENERAL
PRECONSTRUCTION CONDITION, GRADED SMOOTH, AND SEEDED.
6. STOCKPILE AND STAGING AREAS UTILIZED BY THE CONTRACTOR SHALL BE RESTORED TO THE
CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.
OPERATIONS, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO MEET OR EXCEED EXISITNG
TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY CONSTRUCTION TRAFFIC OR ANY CONSTRUCTION
DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. ANY DAMAGE
5. CONTRACTOR SHALL PROTECT ALL OTHER APPURTENANCES DURING CONSTRUCTION. ITEMS DAMAGED
COORDINATED WITH THE CONTRACTING OFFICER.
AND WORK AREAS THAT MAY BE ADJACENT TO THE SITE. DETOURS, WHEN REQUIRED, SHALL BE
4. THE CONTRACTOR SHALL NOT DISTURB OR BLOCK ACCESS TO OTHER FACILITIES, RESIDENCES, BUSINESSES, CONFLICT OF SUCH UTILITIES WITH CONSTRUCTION OF THE NEW WORK.
ENCOUNTERED DURING CONSTRUCTION WHICH MAY CAUSE POTENTIAL OR ACTUAL INTERFERENCE OR
SHALL IMMEDIATELY COORDINATE WITH THE CONTRACTING OFFICER IF ANY EXISTING UTILITIES ARE
3. COORDINATION WITH UTILITY OWNERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
LOCATION THEREOF PRIOR TO BEGINNING CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AND THE
1. FOR PROJECT LOCATION AND LOCATIONS OF EXISTING FACILITIES, SEE LOCATION AND VICINITY MAPS.
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
W P
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M A
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-W
R -1
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.d g n
N
0 300' 600'
SCALE: 1" = 300'
PLAN
MELVIN PRICE LOCKS AND DAM
IL 143
C P
L B
E L C
H
IK
M
E M
O R
IA
L E
X P
Y
IL 143
C-113
C-114
C-115
C-102
C-116
C-103
C-117
C-104
C-118
C-105
C-119
C-106
C-120
C-107
C-121
C-108
C-122
C-109
C-123
C-110
C-124
C-111
C-125
C-112
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
OF EAGLES NEST
APPROXIMATE LOCATION
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IN
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Y M
A P
C1
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C31
C36
C37
C40
C47
C48
C54
LEGEND
PROJECT
LOCATION
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
IOWA
JEFFERSON CITY
R
UNION
ALTONM
I S S
O U
R
I RIVER
UIVR
E
C
MARK TWAIN
LAKE
B O
U
R B
S E
R
E U
MERA
M
C
. B
I
G
B L
A C
K
LAKE
WAPPAPELLO
REND
LAKE
BIG
M
U D
D
Y
OHIO
R
I
VER
K A
S K
A S
K I
CARLYLE
LAKE
LAKE
SHELBYVILLE
RI
VER
I L L I
N O I S
M I S S I S S I P P I
R.
AL
D
I
N
E
S
R I
V
E
R
S T
RIVE
R
M I S S
I S
SIPPI
R I
V E
R
T
T
T
T
PROJECT LOCATION MAP
N
UPPER WOOD RIVER LEVEE
+0
0+
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
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
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
Sl
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
Undistrubed Sample-Soil-Boring
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
WOOD
SHELLS
HIGHLY ORGANIC SOILS
WOOD
SHELLS
MAJOR DIVISION TYPE
LETTER
SYMBOL
TYPICAL NAMES
F
IN
E -G
R A
IN
E D S
O
IL
S C
O A
R S
E -G
R A
IN
E D S
O
IL
S
S A
N D
S G
R A
V E
L S
Are values of cohesion in lbs./sq. ft. from unconfined compression tests
Where underlined with a dashed line denotes laboratory permeability in centimeters
FIGURES TO RIGHT OF BORING
BORING SUFFIX
DESCRIPTIVE SYMBOLS
SYM
BOL
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 o re t h a n h a lf o f c o a rs e f ra c ti o n i s c o a rs e f ra c ti o n i s s ie v e s iz e s ie v e s iz e
(Appreciable
CLEAN
CLEAN
GRAVEL
GRAVEL
WITH FINES
WITH FINES
SAND
SAND
CLAYS
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 CT
CA
CONGLOMERATE
SANDSTONE
GRAYWACKE
COMPACTION SHALE
CEMENTED SHALE
COAL
LIMESTONE
DOLOMITE
CHALK (OR MARL)
CHERT
CAVITY
SILT AND
ORGANIC SILTS and organic silty clays of low plasticity
COLORS
LETTER
SYMBOL
SYM
BOL
DLC
SYMBOLS TO RIGHT OF BORING
ROCK CLASSIFICATION
CLASSIFICATION AND
DESCRIPTION OF ROCK
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
PLASTICITY CHART
GROUP
S E
D
IM
E N
T A
R Y R
O C
K S
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
SAN
GRA
CON
CLA
SHA
CEM
COA
LIM
DOL
CHA
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
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
NOTE: SOIL POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS
Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.
Reference: ASTM D 2487, Figure 3
UNIFIED SOIL CLASSIFICATION ASTM D 2487
CLAYSTONE OR SILTSTONE
per second of undisturbed sample.
GRN GRANITE
la rg e r th a n N o s m a ll e r th a n N o per second of sample remolded to the estimated natural void ratio.
GENERAL NOTES :
Calc. Concretions 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
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.
" I.D., 3 " O.D. 2 130 '' drop - ASTM D 1586. In parenthesis and underlined are for a 2
" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1
Water Surface Elev. W.S.E.
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
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
M o re t h a n h a lf o f m a te ri a l is l a rg e r
(Liquid Limit > 50)
(Liquid Limit < 50)
Amount of Fines)
(Appreciable
Amount of Fines)
(Little or No fines)
(Little or No fines)
SILT AND
CLAYS
"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"
S I
D
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S T L
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D A
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M A
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D E
S C
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IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
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D A
T E
A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
0+00
1+00
1+181+18
0+00
0+57 0+57
0+00
0+25
0+25
-0+01 -0+01 0+00
1+
2+
3+
4+
0 1
0+00
-0
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0+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
18+73
0+00
1+00
2+
3+
4+00
12+
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
24+00
25+
26+
27+
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+0
0+
5+
R -1
B -1
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B-102
MELVIN PRICE LOCKS AND DAM
B-103
B-104
SCALE: 1" = 300'
600'0 300'
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B-101
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A L L B
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OVERALL BORING LOCATION PLAN
UPPER WOOD RIVER LEVEE
ST. LOUIS DISTRICT
M
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P I
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B-105
B-106
B-107
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C T N
O
IDENTIFICATION
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T E
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W P
R
M A
R C
H
0+00
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1+92
1+92
0+00
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-0
0 1
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B -1
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SCALE: 1" = 60'
T J
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B-102
C
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D E
L L P .E
B O
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G L
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60' 120'0
BORING LOCATION PLAN
20-MP-1056
20-MP-1057
UPPER WOOD RIVER LEVEE CENTERLINE
20-MP-1058
20-MP-1060
20-MP-1059
20-MP-1061
J L
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D A
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M A
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D E
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T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
0+0
0+5
0+5
0+00
1+00
2+00
2+112+11
0+00
1+00
1+161+16
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0 1 0 1 0 1 0 1 0 1 0 1
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0 1
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B-103
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20-MP-1062
20-MP-1063
20-MP-1064
20-MP-1066 20-MP-1067
20-MP-1069 20-MP-1071
20-MP-1065
20-MP-1068 20-MP-1070 20-MP-1072
UPPER WOOD RIVER LEVEE CENTERLINE
60' 120'0
BORING LOCATION PLAN
J L
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A N
S I
D
S T L
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D A
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D E
S C
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IP
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
0+00
1+
1+
1+
0+00
0+570+57
0 9
0 3
R -1
B -1
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20-MP-1074
20-MP-1075
20-MP-1076
20-MP-1078 20-MP-1080
20-MP-1077
20-MP-1079 20-MP-1081
UPPER WOOD RIVER LEVEE CENTERLINE
60' 120'0
BORING LOCATION PLAN
J L
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S T L
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IS
D
IS
T R
IC
T
S T L
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M
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M A
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D E
S C
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IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
0+00
1+00
1+92
1+92
0+00
0+250+25
-0
-0
0 1
0 1 0 1 0 1
0+00
2+00
3+00
0 1 0 1 0 1 0 1
R -1
B -1
.d g
T J
D
B-105
C
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D E
L L P .E
60' 120'0
UPPER WOOD RIVER LEVEE CENTERLINE
J L
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A N
S I
D
S T L
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PIEZOMETER LOCATION PLAN
UWR-PZ-04D-2X
UWR-PZ-04C-2X
UWR-PZ-04B-2X
UWR-PZ-04A-2X
UWR-PZ-92-2X
UWR-PZ-148 U/S-13
UWR-PZ-148 D/S-13
HANDHOLE ACCESS AT 90° TURNS
LEGEND
NEW PIEZOMETER
EXISTING PIEZOMETER
TRENCH PIPE 3' BELOW GRADE
UWR-P-07B
LOCATED
BOLTS DURING CONCRETE POUR) TO BE FIELD
PANEL MAST (INSTALL MAST ANCHOR
SEE SHEET B-503 FOR MAST DETAIL, SOLAR
REMOTE STATION 1- 2' DIA. x 3' DEEP FOOTING, LOCATED
BOLTS DURING CONCRETE POUR) TO BE FIELD
PANEL MAST (INSTALL MAST ANCHOR
SEE SHEET B-503 FOR MAST DETAIL, SOLAR
REMOTE STATION 1- 2' DIA. x 3' DEEP FOOTING, TRENCH PIPE 3' BELOW GRADE
SOLINST LEVELOGGER SYSTEM
HANDHOLE ACCESS AT 90° TURNS
AS APPROVED BY COR
TRENCH PIPE 3' BELOW FINISHED GRADE
AND PERFORMED ON LEVEE CROWN
ALL WORK IN AREA TO BE ACCESSED
PRIOR TO ANY WORK IN THE AREA
TO BE COORDINATED WITH ALTON STEEL POC
FOR APPROXIMATE PLAN AND PROFILE. PIPE CROSSING
SEE REFERENCE DRAWING "FORCE MAIN AS-BUILTS"
EXISTING FORCE MAIN
GEOKON 4500 CABLE
2" PLASTIC COATED RIGID STEEL PIPE CONDUIT WITH
GEOKON 4500 CABLE
2" PLASTIC COATED RIGID STEEL PIPE CONDUIT WITH
GEOKON 4500 CABLE
2" PLASTIC COATED RIGID STEEL PIPE CONDUIT WITH
C P
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2 3
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D A
T E
M A
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D E
S C
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IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
W P
R
M A
R C
H
0+0
0+5
0+5
0+00
1+00
2+00
2+112+11
0+00
1+00
1+161+16
-0
-0
0 1 0 1 0 1 0 1 0 1 0 1
0 1 0 1 0 1 0 2 0 2 0 2
0 1
R -1
B -1
.d g
IL 14
T J
D
B-106
C
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D E
L L P .E
60' 120'0
UPPER WOOD RIVER LEVEE CENTERLINE
J L
O P
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A N
S I
D
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IS
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P
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N P
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N
PIEZOMETER LOCATION PLAN
UWR-PZ-05E-2X
UWR-PZ-05D-2X
UWR-PZ-05C-2X
UWR-PZ-05B-2X
UWR-PZ-06-09
UWR-PZ-05-09
UWR-PZ-04-09
UWR-PZ-149 U/S-13
UWR-PZ-149 D/S-13
UWR-PZ-55A-12
UWR-PZ-06B-2X
UWR-PZ-06C-2X
UWR-PZ-06D-2X
UWR-PZ-150 D/S-13
UWR-PZ-150 U/S-13
UWR-PZ-07D-2X
UWR-PZ-03-09
PIEZOMETERS ON DIKE
NO BOLLARDS NEEDED ON
LOCATED
BOLTS DURING CONCRETE POUR) TO BE FIELD
PANEL MAST (INSTALL MAST ANCHOR
SEE SHEET B-503 FOR MAST DETAIL, SOLAR
REMOTE STATION 1- 2' DIA. x 3' DEEP FOOTING,HANDHOLE ACCESS AT 90° TURNS
WILL BE REPLACED WITH UWR-PZ-05D-2X
TO BE ABANDONED AND GROUTED,
EXISTING PIEZOMETER UWR-PZ-06-09
LOCATED
BOLTS DURING CONCRETE POUR) TO BE FIELD
PANEL MAST (INSTALL MAST ANCHOR
SEE SHEET B-503 FOR MAST DETAIL, SOLAR
REMOTE STATION 1- 2' DIA. x 3' DEEP FOOTING, WILL BE REPLACED WITH UWR-PZ-07D-2X
TO BE ABANDONED AND GROUTED,
EXISTING PIEZOMETER UWR-PZ-03-09
HANDHOLE ACCESS AT 90° TURNS
EXISTING PIEZOMETER
NEW PIEZOMETER
LEGEND
TRENCH PIPE 3' BELOW GRADE
WILL BE REPLACED WITH UWR-PZ-05C-2X
TO BE ABANDONED AND GROUTED,
EXISTING PIEZOMETER UWR-PZ-05-09
WILL BE REPLACED WITH UWR-PZ-05B-2X
TO BE ABANDONED AND GROUTED,
EXISTING PIEZOMETER UWR-PZ-04-09
SOLINST LEVELOGGER SYSTEM
HANDHOLE ACCESS AT 90° TURNS
HANDHOLE ACCESS AT 90° TURNS
LOCATED
BOLTS DURING CONCRETE POUR) TO BE FIELD
PANEL MAST (INSTALL MAST ANCHOR
SEE SHEET B-503 FOR MAST DETAIL, SOLAR
REMOTE STATION 1- 2' DIA. x 3' DEEP FOOTING, WALKWAY SEE B-502 FOR DETAILS
RE-ESTABLISH EXISTING PIEZOMETER
AS APPROVED BY COR
TRENCH PIPE 3' BELOW FINISHED GRADE
AS APPROVED BY COR
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