Randolph Drawings 1 of 3.pdf
PDF 40 MB Posted
- Attached to
- Middle Logan Creek Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W9128F20B0027
About this file
This federal contract opportunity solicitation is for the Middle Logan Creek Flood Risk Management Project located in Randolph, Nebraska. The scope of work includes excavating and widening approximately 3,400 feet of the Middle Logan Creek channel; widening the channel under the Jackson Street bridge; installing grade control structures and placing new riprap; constructing new and extended storm drainage structures; removing and replacing two bridges with longer structures; realigning roadway approaches; installing new fencing, pavement, and aggregate; widening 425 feet of a tributary channel; and installing 200 feet of water main. Estimated value of construction is between $5 million and $10 million. The solicitation will be posted on beta.sam.gov. The issuing agency is the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract_20B0027.pdf | ||
| Middle Logan Creek ProjNet Question and Answers.pdf | ||
| Am0002.pdf | ||
| AM0002 Drawings.pdf | ||
| SIte Visit Vendor List 7.23.20.pdf | ||
| SIte Visit7.23.20.pdf | ||
| Am0001_Drawings.pdf | ||
| Am0001.pdf | ||
| Randolph Drawings 2 of 3.pdf | ||
| W9128F20B0027 Randolph Specs.pdf | ||
| Randolph Drawings 3 of 3.pdf |
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Text version
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
16501650
16501650
1650 1650 1650
1650 1650
1650 1650
1650 1650
1655 1655
16551655 16551655
165516551655
551655
1655 1655
1655 1655
1655 1655
1655 165 5 1655
60 1660
60166
01660
1660 166
1665166
N FL OUT 12" VCP ELEV = 1644.62
S FL IN 10" VCP ELEV = 1644.66
TOP SS MH ELEV = 1656.12
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
LOCATION
PROJECT
(NOT IN CONTRACT)
PHASE 2
PROJECT LOCATION
(THIS CONTRACT)
PHASE 1
PROJECT LOCATION
S O
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4"
10"
6"
4"
8"
18"
6" 6" 6" 6" 6"
24" 20"
24"
42"
8"8"8" 8" 8" 4" 5" 5" 4" 6"6" 14"
8" 6"
10" 16"
6"
24"
18" ASH
18" MAPLE
MAPLE" 18 20" MAPLE 16" MAPLE 20" MAPLE 20" ASH
4" ASH
32" LOCUST
WALNUT
14"
WALNUT
16"
WALNUT
18"
DEAD
8"
MLC17-01
MLC17-02
MLC17-16
MLC17-15
MLC17-14
MLC17-03 MLC17-13
MLC17-04
MLC17-05
MLC17-06
M L
C -1
MLC17-07
MLC17-08
MLC17-11
MLC17-09
MLC17-10
MLC17-17
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®of Engineers
US Army Corps
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300' 600'0
BURT
AREA PLAN
LOCATION PLAN
MISSOURI
KANSAS
IOWA
SOUTH DAKOTA
M
IS
S O
U R I R
IV
E
R
MISSOURI RIVER
NEBRASKA
THURSTON
DAKOTA
DIXON
CEDAR
WAYNE
STANTON
CUMING
DODGE
WASHINGTON
HARRISON
POTTAWATTAMIE
MILLS
FREMONT
MONONA
WOODBURY
PLYMOUTH
KNOX
PIERCE
ANTELOPE
MADISON
BOONE
COLFAX
PLATTE
NANCE
MERRICK
BUTLER
SAUNDERS
DOUGLAS
OMAHA
LINCOLN
LANCASTER
SARPY
CASS
OTOE
NEMAHA
JOHNSON
RICHARDSON
PAWNEE
GAGE
SIOUX CITY
RANDOLPH
NORFOLK
JEFFERSON
SALINE
SEWARDYORK
POLK
FILLMORE
THAYER
NUCKOLLS
CLAY
HAMILTON
E BROADWAY ST
NO SCALE
O M
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SCALE: 1" = 300'
W BROADWAY ST
E JACKSON ST
N B
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G E S
T S B
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G E S
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E WAYNE ST
W WAYNE ST
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LEGEND
MLC 17-01
CONTRACTOR INFORMATION ONLY.
BORINGS FOR BOTH PHASE 1 AND PHASE 2 HAVE BEEN PROVIDED FOR
SEE B-001 THRU B-004 FOR SUBSURFACE EXPLORATORY BORING LOGS.
NOTES:
LOCATION AND IDENTIFIER
SUBSURFACE EXPLORATORY BORING
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FLOW
F L
O W
F L
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RANDOLPH, NE
CONTRACTOR LIMITS OF CONSTRUCTION
P R
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C T A
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A A
N D B
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IN
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N P
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C T A
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IN
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IS
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C T P
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IN
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IN
S
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W PARK ST
E PARK ST
S N
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T
S H
O L E S R
O A
D
E JACKSON STREET
866TH ROAD
TOP SOUTH GUARDRAIL ELEV = 1647.0
DECK ELEV = 1644.3
BRIDGE INFORMATION:
VERTICAL = NAVD 88
STATE PLANE NAD 83, NE 2600 ZONE
ELEVATION = 1652.51
EASTING = 2354815.53
NORTHING = 937301.23
PROJECT CONTROL POINT IH-17-32A
TOP EAST RAILING ELEV = 1658.4
TOP WEST RAILING ELEV = 1658.3
LOW CHORD ELEV = 1653.0
DECK ELEV = 1654.9
BRIDGE INFORMATION:
TOP EAST GUARDRAIL ELEV = 1658.6
TOP WEST GUARDRAIL ELEV = 1658.7
WEST LOW CHORD ELEV = 1654.15
EAST LOW CHORD ELEV = 1654.1
DECK ELEV = 1656.3
BRIDGE INFORMATION:
VERTICAL = NAVD 88
STATE PLANE NAD 83, NE 2600 ZONE
ELEVATION = 1655.89
EASTING = 2354356.08
NORTHING = 937418.52
PROJECT CONTROL POINT IH-17-32B
N FL OUT 12" VCP ELEV = 1644.62
S FL IN 10" VCP ELEV = 1644.66
TOP SS MH ELEV = 1656.12
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
S H
O L E S R
O A
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LIMITS OF CONSTRUCTION
LAYDOWN AREA 1
CONTRACTOR STAGING/
LAYDOWN AREA 2
CONTRACTOR STAGING/
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N 939,116.68
E 2,357,374.70
N 939,018.57
E 2,357,550.73
N 939,019.53
E 2,357,615.18
N 938,953.82
E 2,357,638.38
N 938,839.77
E 2,357,646.32
N 938,030.30
E 2,356,604.37
N 938,088.45
E 2,356,582.73
N 938,088.38
E 2,356,555.82
N 938,075.95
E 2,356,531.94
N 938,009.19
E 2,356,418.19
N 937,906.00
E 2,356,420.56
N 937,904.59
E 2,356,359.29
N 937,984.88
E 2,356,357.45
N 937,500.98
E 2,355,893.61
N 937,380.08
E 2,355,766.37
N 937,215.65
E 2,355,761.22
N 937,129.50
E 2,355,840.18
N 937,028.63
E 2,355,836.82
N 937,245.01
E 2,355,264.51
N 937,288.00
E 2,355,220.35
N 937,320.66
E 2,355,159.15
N 937,328.10
E 2,355,126.28
N 938,288.52
E 2,356,188.20
N 938,293.37
E 2,356,338.51
N 938,432.15
E 2,356,344.80
N 938,432.36
E 2,356,409.24
N 938,307.82
E 2,356,412.04
N 938,289.77
E 2,356,430.41
N 938,295.21
E 2,356,559.51
N 938,327.39
E 2,356,600.94
N 939,019.75
E 2,357,347.94
N 939,016.66
E 2,357,258.72
N 938,035.60
E 2,356,819.35
N 938,101.02
E 2,356,994.14
N 938,517.52
E 2,357,500.25
N 938,074.92
E 2,356,479.04
N 937,623.20
E 2,356,553.04 N 937,623.20
E 2,356,428.29 N 937,754.32
E 2,356,428.29
N 937,754.32
E 2,356,381.51
N 937,787.17
E 2,356,404.95
N 938,045.96
E 2,356,279.60
N 937,966.94
E 2,356,125.99
N 936,865.14
E 2,355,545.93
N 937,328.57
E 2,354,968.93
N 937,347.06
E 2,354,882.41
N 937,402.39
E 2,354,882.10
N 937,587.23
E 2,355,142.77 N 937,525.74
E 2,355,192.68
N 937,500.83
E 2,355,257.52
N 938,077.50
E 2,355,878.23
N 938,129.26
E 2,355,958.35
N 938,190.30
E 2,355,984.92
N 939,120.67
E 2,357,506.88
N 938,904.40
E 2,357,625.54
N 938,702.05
E 2,357,601.39
N 937,508.55
E 2,355,432.95
N 937,572.41
E 2,355,594.01
N 937,672.26
E 2,355,705.56
N 938,275.56
E 2,356,560.41
N 938,274.35
E 2,356,522.39
N 938,300.90
E 2,356,521.99
N 938,309.47
E 2,356,347.38
N 938,566.34
E 2,356,726.10
N 938,604.35
E 2,356,887.53
N 938,795.24
E 2,357,087.24
N 938,917.66
E 2,357,137.73
N 938,929.69
E 2,357,258.72
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U .S
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150' 300'0
SCALE: 1" = 150'
O M
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CONTRACTOR LIMITS OF CONSTRUCTION AND STAGING
A N
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IN
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N D S
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IN
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NOTES:
BEFORE ACCESSING PROPERTY.
FOR SPOIL ACTIVITIES (SEE SHEET GI103), COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE
3. IF ACCESS IS NEEDED FOR ANY PRIVATE PROPERTY OUTSIDE OF LIMITS OF CONSTRUCTION, OTHER THAN
AREA FOR SPOIL.
A SPOIL AREA FOR SURPLUS SOIL. SEE SHEET GI103. PHASE CONSTRUCTION AS NEEDED TO UTILIZE
2. AFTER STAGING/LAYDOWN AREA 2 IS NO LONGER NEEDED FOR CONSTRUCTION, THE AREA WILL BECOME
AND PLACE TOPSOIL IF NECESSARY TO RETURN AREA TO TILLABLE FARMLAND.
TO EXISTING CONDITIONS. REMOVE ALL TEMPORARY GRAVEL, FENCING, AND ANY OTHER ITEMS. SCARIFY
1. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR STAGING/LAYDOWN AREA 1 SHALL BE RETURNED
LEGEND
CONTRACTOR LIMITS OF CONSTRUCTION
CONTRACTOR STAGING/LAYDOWN AREA
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
APPROX. 1 MILE
DISTANCE FROM PROJECT CENTER
SPOIL AREA 7 - APPROX. 26,400 SY
AREA OF 3' FILL
AREAS OF 9' FILL
S O
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C T N
O
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D B
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D R
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A T
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B
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C T P
H A
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US HWY 20
T
H A
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APPROX. 13,100 SY
SPOIL AREA 1
APPROX. 6,830 SY
SPOIL AREA 3
APPROX. 14,930 SY
SPOIL AREA 4 APPROX. 4,400 SY
SPOIL AREA 6
APPROX. 1 MILE
DISTANCE FROM PROJECT CENTER
SPOIL AREA 7 - APPROX. 26,400 SY
OF CONSTRUCTION
PROJECT LIMITS
APPROX. 34,000 SY
SPOIL AREA 5
APPROX. 1,700 SY
SPOIL AREA 2
T
H A
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PROJECT SPOIL LOCATIONS
SCALE: 1" = 300'
SPOIL PLACEMENT PROPERTY INFORMATION
EXCESS MATERIAL SPOIL PLACEMENT NOTES
W .C .D
A V
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P O
R T
GI103
D
B
IR
K B
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D
B
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K B
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W .C .D
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300' 600'0
500' 1000'0
INSET - SPOIL AREA 7
SEE INSET - THIS SHEET
J U
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SCALE: 1" = 500'
SPOIL AREA 7 APPROX. TOTAL SPOIL VOLUME: 51,500 CUBIC YARDS
AMOUNT OF MATERIAL: UP TO 9 FT DEPTH OF FILL
LOCATION: APPROX. 1 MILE NORTH OF PROJECT CENTER, PARCEL ID 0003962
OWNER ADDRESS: 86661 559 AVE, RANDOLPH, NE 68771
OWNER: MARK KORTH
SPOIL AREA 7
SPOIL AREA 6 APPROX. TOTAL SPOIL VOLUME: 4,300 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: UP TO 3 FT DEPTH OF FILL
LOCATION: APPROX. 2700 FT SOUTHEAST OF SHOLES BRIDGE, PARCEL ID 0006419
OWNER ADDRESS: 212 E BROADWAY, RANDOLPH, NE 68771
OWNER: CITY OF RANDOLPH, NE
SPOIL AREA 6
SPOIL AREA 5 APPROX. TOTAL SPOIL VOLUME: 34,000 UP TO A MAX. 100,000 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: UP TO 9 FT DEPTH OF FILL
LOCATION: APPROX. 2700 FT SOUTHEAST OF SHOLES BRIDGE, PARCEL ID 0006419
OWNER ADDRESS: 212 E BROADWAY, RANDOLPH, NE 68771
OWNER: CITY OF RANDOLPH, NE
SPOIL AREA 5
SPOIL AREA 4 APPROX. TOTAL SPOIL VOLUME: 5,000 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: UP TO 1 FT DEPTH OF FILL
LOCATION: APPROX. 2000 FT SOUTHEAST OF SHOLES BRIDGE, PARCEL ID 0006211
OWNER ADDRESS: 212 E BROADWAY, RANDOLPH, NE 68771
OWNER: CITY OF RANDOLPH, NE
SPOIL AREA 4
SPOIL AREA 3 APPROX. TOTAL SPOIL VOLUME: 6,800 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: UP TO 3 FT DEPTH OF FILL
LOCATION: ADJACENT TO PROJECT, PARCEL ID 0005961
OWNER ADDRESS: 212 E BROADWAY, RANDOLPH, NE 68771
OWNER: CITY OF RANDOLPH, NE
SPOIL AREA 3
SPOIL AREA 2 APPROX. TOTAL SPOIL VOLUME: 1,700 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: WINDROWS OF UP TO 6 FT. HEIGHT, COORDINATE WITH OWNER AND COR
LOCATION: ADJACENT TO PROJECT, PARCEL ID 0006407
OWNER ADDRESS: 804 E JACKSON, RANDOLPH, NE 68771
OWNER: TROY GRAF
SPOIL AREA 2
SPOIL AREA 1 APPROX. TOTAL SPOIL VOLUME: 13,000 CUBIC YARDS
AMOUNT OF MATERIAL TO ACCEPT: SEE GRADING PLAN AND SHEET CG401
LOCATION: ADJACENT TO PROJECT, PARCEL ID 0004012 AND 0006412
OWNER ADDRESS: 402 W LORGE, RANDOLPH, NE 68771
OWNER: CHRIS WINKELBAUER
SPOIL AREA 1
SECTION 31 00 00 FOR DEFINITION.
7. ONLY SATISFACTORY MATERIAL SHALL BE PLACED IN SPOIL LOCATIONS. SEE SPECIFICATION
SPOIL VOLUME HAS BEEN EXHAUSTED, UNLESS DIRECTED OTHERWISE BY COR.
6. SPOIL SHALL BE PLACED IN THE ORDER OF SPOIL AREAS INDICATED ABOVE UNTIL NEEDED
UNLESS DIRECTED OTHERWISE BY COR.
5. SPOIL SHALL BE PLACED AT THE MAXIMUM DEPTH INDICTATED ABOVE FOR EACH SPOIL AREA
A MAXIMUM 10% SLOPE.
4. EDGES OF FILL AREAS SHALL BE TAPERED FROM EXISTING GRADE TO FULL FILL DEPTH AT
RIDGES, OR BLOCK DRAINAGE PATHS.
3. SPOIL FILL SHALL FOLLOW THE EXISTING GRADE AND SHALL NOT CREATE DEPRESSIONS,
SEEDED ACCORDING TO THE PROJECT SPECIFICATIONS, UNLESS INDICATED OTHERWISE BY COR.
BE TEMPORARILY STOCKPILED AND REAPPLIED EVENLY AFTER SPOIL FILL PLACEMENT, AND
2. PRIOR TO SPOIL PLACEMENT, SITE SHALL BE STRIPPED OF 4" OF TOPSOIL. TOPSOIL SHALL
PROPERTIES SHALL BE ESTABLISHED AT THIS TIME.
PLACED THERE. EXACT BOUNDARIES AND DETAILS OF SPOIL PLACEMENT AND ENTRY TO
AND HAVE A MEETING WITH PROPERTY OWNER ON SITE OF SPOIL AREA BEFORE ANY SPOIL IS
1. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR)
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C T P
H A
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DRILL HOLE NUMBER
NATURAL MOISTURE CONTENT IN PERCENT
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT.
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
DROPPING 30 INCHES, TO DRIVE A 2-INCH
OUTSIDE DIAMETER SAMPLER, 1 FOOT.
SULFATE ION CONTENT IN SOIL, PERCENT
HOLE CAVE-IN DEPTH AND DATE
M
LL
PI
N
SO4
BORING LEGEND
MLC17-01
DATE BORING COMPLETED
PERCENT OF SOIL BY DRY WEIGHT PASSING% fines
C.I. 2/24
SEP. 9, 2017
NOT DETECTEDN.D.
CLASSIFICATION OF SOILS
MEMORANDUM NO. 3-357 MARCH 1953 (REVISED APRIL 1960).
CLASSIFICATION SYSTEM AS CONTAINED IN ASTM D 2487 OR TECHNICAL
CLASSIFICATIONS ARE IN ACCORDANCE WITH THE UNIFIED SOILS
DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL. SOIL
DRILLING. SEE "M" ON THE CONDENSED LOG OF BORINGS FOR LABORATORY
DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE TIME OF
AND LABORATORY DATA. THE TERMS "DRY, MOIST, WET", ETC. ARE FIELD
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD
TIME OF CONSTRUCTION.
IDENTIFY GROUND WATER CONDITIONS THEY WILL ENCOUNTER PRIOR TO THE
DEPENDING LARGELY ON CLIMATIC CONDITIONS. ALL CONTRACTORS SHOULD
APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM YEAR-TO-YEAR,
ENCOUNTERED; HOWEVER, THE GROUND WATER TABLE CAN FLUCTUATE
TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF THE SOILS THAT WERE
THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT THAT
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT
BORING NOTES:
THE NO. 200 SIEVE
GC
GM
GP
GW
SW
SC
SP
SM
ML
CL
CH
CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES
SILTY GRAVEL OR GRAVEL-SAND-SILT MIXTURES
POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES
WELL GRADED GRAVELS OR GRAVEL-SAND MIXTURES
WELL GRADED SANDS OR GRAVELLY SANDS
CLAYEY SANDS, SAND-CLAY MIXTURES
POORLY GRADED SANDS OR GRAVELLY SANDS
SILTY SANDS OR SAND-SILT MIXTURES
SILTS, SANDY SILTS, OR CLAYEY SILTS
LEAN, SANDY, SILTY OR GRAVELLY CLAYS
FAT CLAYS
CL-ML, SM-SP, SM-SC, SM-SW, OR GC-GW
FOR SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS; I.E.,
DUAL CLASSIFICATION - COMBINATION GROUP SYMBOLS ARE USED
3. FOR SOIL BORING LOCATIONS, SEE SHEET GI101.
ELEV. 1666.3 +
E 2351463.840 N 936865.303
BORING LOCATION (NAVD 88)
APPROX. GROUND SURFACE ELEVATION AT
COORDINATE NEBRASKA FIPS 2600 FEET
EPSG: 102704 - NAD 1983 STATE PLANE
GROUND WATER LEVEL
M LL PIN
CL
46 25
D e p th I n F e e t
M LL PIN
CL
50 28
D e p th I n F e e t
M LL PIN
CL
37 20
MLC17-01 MLC17-02 MLC17-03
SEP. 9, 2017 SEP. 12, 2017 SEP. 13, 2017
20.2
13.2
10.2
18.0
24.7
23.9
32.2
16.5
16.9
21.1
40 20
47 30
CL
CL
37 20
CL
CL
31 16
CL
42 24
41 25
CL42 26
CL
CL
42 25
44 28
CL
SP
SP-SM
pH = 7.3, resistivity = 1270 ohm-cm, SO =N.D.
12.7
29.5
19.1
14.2
18.9
22.4
28.2
32.8
34.9
4.6
3.1
11.3
23.3
CH
CL
CL
SC
SP
SM
40 24
30 13
22 615.8
SW-SM
SP-SM
CL-ML
21.0 pH = 7.0, resistivity = 1320 ohm-cm, SO = N.D.
15.3 gravel, wet, some wood pieces 30% medium sand, 4% coarse sand, 4% fine medium dense, 22% fines, 40% fine sand, SILTY SAND, dark grayish brown to light gray, 2% medium sand, dry to wet gray, very stiff to stiff, 58% fines, 40% fine sand, SANDY, SILTY LEAN CLAY, grayish brown to dark
9% medium sand, 1% coarse sand, wet medium dense, 22% fines, 68% fine sand, SILTY SAND, dark grayish brown to light gray, 11% fines, 89% fine sand, damp SAND WITH SILT, white to light red, medium dense, 16.6
17.9
18.0
22.6
16.2
27.5
29.4
20.2
8.7
2.9
2.1
3.6
0.8
17.8
C.I. 9/14 fines, trace sand, damp, trace rootlets LEAN CLAY, very dark gray, medium stiff, pH = 7.3, resistivity = 3570 ohm-cm, SO = N.D.
medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, at 19.1 and 19.4 feet moist, wet sand lenses 0.1 feet in thickness LEAN CLAY, dark brown, medium stiff, fines, medium stiff, fines, dry LEAN CLAY, very dark gray to dark grayish brown, fines, dry, trace organics LEAN CLAY, very dark gray, soft to medium stiff, to damp LEAN CLAY, black, medium stiff, fines, dry fines, dry, some rootlets LEAN CLAY, very dark gray, medium stiff, sand, 1% coarse sand, moist to wet medium dense, 11% fines, 54% fine sand, 34% medium SAND WITH SILT, pale yellow to dark grayish brown, CH medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CL LEAN CLAY, very dark gray, soft, fines, damp
28 13CL
31 17 CL LEAN CLAY, brown, soft, fines, moist thin lenses of fine sand LEAN CLAY, dark grayish brown, stiff, fines, damp, SW-SM sand, 13% coarse sand, 7% fine gravel, saturated loose, 7% fines, 17% fine sand, 55% medium SAND WITH SILT, brown, white, and light greenish gray, CL
CL
48 32
42 27
SW-SM
wet zones coarse sand, some fines, some fine gravel, damp with dense to medium dense, medium sand, fine sand, some SAND WITH SILT, brown, white, and light greenish gray, SP-SM some fines, dry SAND WITH SILT, white to light red, dense, fine sand, soft, fines, damp, trace iron oxide staining LEAN CLAY, light olive brown and dark reddish brown,
5.2 sand lenses, some iron oxide staining LEAN CLAY, brown, soft, fines, moist to wet, fine fines, wet, very thin fine sand lenses LEAN CLAY, very dark grayish brown, very soft, stiff, fines, dry, trace iron oxide staining LEAN CLAY, black to dark grayish brown, staining sand lenses, some iron oxide and manganese 2% coarse sand, 1% fine gravel, wet, very thin 68% fines, 21% fine sand, 8% medium sand, SANDY LEAN CLAY, brown, soft to medium stiff, stiff, fines, damp LEAN CLAY, grayish brown to yellowish red, very fragments, trace manganese staining fines, dry, some iron oxide staining, trace chalk LEAN CLAY, grayish brown to dark gray, very stiff, sand, 45% medium sand, dry SAND, olive yellow, medium dense, 2% fines, 53% fine very stiff, fines, damp, trace sand LEAN CLAY, olive brown to light olive brown, 19% fines, 64% fine sand, 17% medium sand, wet CLAYEY SAND, gray, loose to medium dense, BORING DRY AT THE END OF DRILLING BORING DRY AT THE END OF DRILLING manganese staining from 18 to 28 feet moist to wet, some iron oxide and LEAN CLAY, dark brown, soft, fines, trace medium sand LEAN CLAY, brown, medium stiff, fines, damp, C.I. 9/13
1% coarse sand, damp to wet 61% fine sand, 31% medium sand, SAND WITH SILT, brown, dense, 7% fines, BORING DRY AT THE END OF DRILLING
SM
trace fines, damp SAND, light yellowish brown, dense, fine to medium sand, PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA
- ELEV. 1664.1 +
E 2351470.512 N 936788.227
ELEV. 1666.3 +
E 2351463.84 N 936865.303
- -ELEV. 1658.0 +
E 2353984.963 N 937362.274
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48 19
D e p th I n F e e t
D e p th I n F e e t pH = 7.3, resistivity = 1180 ohm-cm, SO =N.D.
M LL PIN
38 23 pH = 7.6, resistivity = 1210 ohm-cm, SO <0.1%
M LL PIN
50 31
MLC17-04 MLC17-05 MLC17-06
SEP. 13, 2017 SEP. 15, 2017 SEP. 15, 2017
10.3
13.5
15.0
21.0
6.0
17.6
10.4
19.7
18.7
17.7
18.0
18.6
18.6
30.5
21.8
19.6
5.3
2.1
2.1
9.7
2.9
20.1
26.3
10.2
4.7
11.0
3.1
3.2
24.9
15.4
29.7
15.1
23.7
16.7
3.3
3.6
12.1
14.6
17.4
CL
stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, 14.6
CL
28 15
45 18 CL LEAN CLAY, brown, medium stiff, fines, damp olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to
CL
SW-SM gravel, wet sand, 33% medium sand, 11% coarse sand, 12% fine SAND WITH SILT, brown, loose, 11% fines, 33% fine damp LEAN CLAY, dark brown, medium stiff, fines,CL
45 17CL
sand, 5% medium sand, 1% coarse sand, dry yellowish brown, medium stiff, 78% fines, 16% fine LEAN CLAY WITH SAND, light olive gray to dark
SP
medium sand, trace fines, dry SAND, olive yellow, dense to medium dense, fine sand, SP-SM
SW-SM
some fine gravel, some fines, dry medium dense, medium sand, fine sand, coarse sand, SAND WITH SILT, brown, white, and light greenish gray, C.I. 9/13
CL
CH medium stiff to stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, trace sand, dry, some rootlets LEAN CLAY, very dark gray, stiff, CL fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, stiff,
17.5 CL
thin lenses of fine sand LEAN CLAY, dark grayish brown, stiff, fines, damp, olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to
CL
sand lenses, some iron oxide staining LEAN CLAY, brown, soft, fines, moist to wet, fine
CL
CL
LEAN CLAY, brown, medium stiff, fines, damp
CL-ML
SW-SM
CL
31 18
CL
gray, stiff, fines, fine sand, trace medium sand, moist SANDY, SILTY LEAN CLAY, grayish brown to dark some medium sand, trace coarse sand, dry yellowish brown, medium stiff, fines, fine sand, LEAN CLAY WITH SAND, light olive gray to dark
SP
CL
CH
CL
CL
LEAN CLAY, brown, soft, fines, moistCL
SW-SM
SP
SW-SM
medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, trace sand, dry LEAN CLAY, very dark gray, medium stiff, CH FAT CLAY, brown, stiff, fines, dry manganese staining LEAN CLAY, brown, soft, fines, moist, trace
CL
26 10 resistivity = 2620 ohm-cm, SO <0.1% LEAN CLAY, very dark gray, stiff, fines, damp, pH = 7.2, sand, medium sand, trace coarse, moist to wet SAND, brown, medium dense, intermixed layers of fine layers of fine sand LEAN CLAY, brown, stiff, fines, moist, intermixed
13.1
28 14
30 16
SC
8% medium sand, moist CLAYEY SAND, brown, 48% fines, 44% fine sand, 22% fine gravel, moist 30% fine sand, 10% medium sand, 2% coarse sand, CLAYEY SAND WITH GRAVEL, brown, 36% fines, SC sand, some fines, some fine gravel, moist medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, SM
SW-SM
coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, medium sand, trace coarse sand, damp medium dense, fine sand, fines, some medium SILTY SAND, dark grayish brown to light gray, sand, 31% medium sand, 1% coarse sand, damp to wet SAND WITH SILT, brown, dense, 7% fines, 61% fine
SP-SM
SP
sand, trace fines, dry to damp SAND, olive yellow, medium dense, fine sand, medium
BORING DRY AT THE END OF DRILLING GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED some rootlets LEAN CLAY, very dark gray, medium stiff, fines, dry, iron oxide and manganese staining LEAN CLAY, dark brown, soft, fines, moist, trace fine sand, some fines, dry SAND WITH SILT, white to light red, medium dense, coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, fines, moist LEAN CLAY, grayish brown and white, medium stiff, C.I. 9/16 C.I. 9/16
SP trace fines, moist SAND, light yellowish brown, loose, fine to medium sand, PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA
ELEV. 1656.0 +
E 2353975.462 N 937321.220
ELEV. 1655.1 +
E 2354367.862 N 937372.035
ELEV. 1654.0 +
E 2354391.216 N 937322.440
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C F
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SM
D e p th I n F e e t
D e p th I n F e e t pH = 7.3, resistivity = 1110 ohm-cm, SO <0.1%
M LL PIN
M LL PIN
SC
37 19
MLC17-07 MLC17-08 MLC17-09
SEP. 18, 2017 SEP. 16, 2017 SEP. 19, 2017
13.8
10.6
14.5
14.3
18.0
15.6
24.7
19.1
10.0
16.0
21.1
18.0
19.5
17.4
3.2
7.8
1.8
2.9
2.2
2.7
0.9
18.3
18.1
21.1
18.9
4.0
8.9
4.4
3.6
7.5
27.9
34.7
25.3
28.3
28.0
30.5
2.9
2.7
3.1 pH = 6.9, resistivity = 1470 ohm-cm, SO = N.D.
SP
fine sand, fine, dry SAND WITH SILT, white to light red, medium dense, SP-SM some rootlets LEAN CLAY, very dark gray, stiff, fines, dry, stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, CL
CH FAT CLAY, brown, stiff, fines, dry
CL
CL
sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, medium
SP
SP
sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, medium
SW-SM
CL
CL
olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to
LEAN CLAY, brown, stiff, fines, damp sand, some fines, some fine gravel, damp medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, 65% medium sand, 1% coarse sand, damp SAND, brown, medium dense, 1% fines, 33% fine sand, CL
CL
CL
CL
CL
some rootlets LEAN CLAY, very dark gray, stiff, fines, damp, very stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, pH = 7.4, resistivity = 998 ohm-cm, SO <0.1% LEAN CLAY, black, medium stiff, fines, dry, to stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, very stiff
GP-GM
17% fine gravel, 8% coarse gravel, moist 11% fine sand, 32% medium sand, 17% coarse sand, SILTY SAND WITH GRAVEL, brown, dense, 15% fines, SP
7% coarse sand, 43% fine gravel, 22% coarse gravel, dry dense, 10% fines, 7% fine sand, 11% medium sand, GRAVEL WITH SILT AND SAND, dark to light green, green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to olive
CL
SW-SM
sand, some fines, some fine gravel, moist medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, CL
CL
GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED BORING DRY AT THE END OF DRILLING fines, wet, very thin fine sand lenses LEAN CLAY, very dark grayish brown, medium stiff, medium sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, C.I. 9/19
C.I. 9/17
C.I. 9/20
SP
SP
SP
lens from 24.1 to 24.2 feet medium sand, trace coarse sand, trace fines, dry, clay SAND, light yellowish brown, medium dense, fine to some coarse, trace fines, damp
SAND, light yellowish brown, loose, fine to medium sand, trace fines, damp SAND, light yellowish brown, loose, fine sand, TOPSOIL
39 19
CL
fines, dry CLAYEY SAND, dark brown, medium stiff, fine sand, fines, dry LEAN CLAY WITH SAND, reddish black, dusky red, stiff, CH pH = 7.5, resistivity = 1220 ohm-cm, SO = N.D.
fines, trace fine sand, dry, trace iron oxide statining, FAT CLAY, dark grayish brown to light gray, stiff, fines, fine to medium sand, damp to moist LEAN CLAY, very dark gray, soft to medium stiff, CL from 13.6 to 13.7 feet fines, fine to medium sand, damp to moist, sand lens LEAN CLAY, very dark gray, soft to medium stiff, CL staining, moist fine sand lenses, some iron oxide and manganese LEAN CLAY WITH SAND, brown, medium stiff, fines, CL31 17 34% fine sand, 3% medium sand, 1% coarse sand, moist SANDY LEAN CLAY, olive brown, medium stiff, 62% fines, SP some coarse, trace fines, moist SAND, light yellowish brown, loose, fine to medium sand, fines, moist LEAN CLAY, grayish brown and white, medium stiff, CL-ML moist to wet gray, very stiff, fines, fine sand, trace medium sand, SANDY, SILTY LEAN CLAY, grayish brown to dark fines, moist LEAN CLAY, grayish brown and white, very stiff, SW-SM some fines, some fine gravel, wet to dry dense, medium sand, fine sand, some coarse sand, SAND WITH SILT, brown, white, and light greenish gray, SW-SM some fines, some fine gravel, dry very dense, medium sand, fine sand, some coarse sand, SAND WITH SILT, brown, white, and light greenish gray, SW sand, 24% coarse sand, 7% fine gravel, dry brown, dense, 2% fines, 4% fine sand, 63% medium SAND WITH GRAVEL, reddish brown, light yellowish
PHASE 1 AREA PHASE 1 AREA PHASE 1 AREA
ELEV. 1655.0 +
E 2355205.717 N 937426.840
ELEV. 1654.7 +
E 2355247.239 N 937368.329
ELEV. 1647.8 +
E 2356367.126 N 938134.736
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NOTE: BORING LOG LEGEND IS SHOWN ON SHEET B-001.
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O
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Y
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N B
Y
IS
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E
B
C
D
E
F
G
C
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A
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A
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ID
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C T P
H A
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N M LL PI
D e p th I n F e e t
N M LL PI
N M LL PI
D e p th I n F e e t
N M LL PI
D e p th I n F e e t
N M LL PI
N M LL PI
D e p th I n F e e t
N M LL PI
D e p th I n F e e t
N M LL PI
42 21
D e p th I n F e e t
MLC17-10 MLC17-11 MLC17-12
MLC17-13 MLC17-14 MLC17-15
MLC17-16 MLC17-17
SEP. 18, 2017
SEP. 18, 2017
SEP. 16, 2017
SEP. 14, 2017
SEP. 14, 2017
10 7
SEP. 11, 2017
SEP. 11, 2017
SEP. 11, 2017
15.4
16.7
12.4
18.2
14.5
13.7
10.6
11.2
17.0
18.6
23.1
9.7
9.9
20.5
17.8
10.5
19.4
20.3
9.2
12.5
24.6
27.6
10.6
8.3
19.3
20.0
18.8
14.4
14.6
20.3
18.6
14.9
9.5
11.4
13.8 21.6
27.1 13.9 24.4
35.8
CL
CH
medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CL olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to fines, dry, trace rootlets LEAN CLAY, very dark gray, medium stiff, CL
CH
CL
CL
CH
CL
stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, CL
CL
CL
CL
stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, CL
CH
CL
CL
medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CH
CL
stiff, fines, dry, trace iron oxide staining LEAN CLAY, black to dark grayish brown, CL
CH
CL
fines, dry, some rootlets LEAN CLAY, very dark gray, medium stiff, CH fines, dry, trace sand LEAN CLAY, very dark gray, medium stiff, SP stiff, fines, dry FAT CLAY, dark grayish brown to light gray, olive green, stiff to very stiff, fines, dry LEAN CLAY, black to dark grayish brown to dry, some rootlets LEAN CLAY, very dark gray, stiff, fines, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, moist, trace sand LEAN CLAY, very dark gray, medium stiff, 47 29
CL
stiff, fines, dry LEAN CLAY, dark grayish brown to dark brown, some rootlets LEAN CLAY, very dark gray, soft, fines, dry, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, LEAN CLAY, very dark gray, soft, fines, dry stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, medium
SP
37 20
CL
LEAN CLAY, very dark gray, soft, fines, dry stiff to medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, dry, trace sand LEAN CLAY, very dark gray, medium stiff, CL
CL
40 22
LEAN CLAY, brown, soft, fines, wet
GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED
GROUNDWATER TABLE NOT ENCOUNTEREDGROUNDWATER TABLE NOT ENCOUNTEREDGROUNDWATER TABLE NOT ENCOUNTERED
GROUNDWATER TABLE NOT ENCOUNTERED
stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, medium fines, damp LEAN CLAY, very dark gray, medium stiff to stiff, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, LEAN CLAY, brown, medium stiff, fines, damp sand, trace fines, dry SAND, light yellowish brown, medium dense, medium
GROUNDWATER TABLE NOT ENCOUNTERED
sand, trace fines, dry SAND, light yellowish brown, loose, medium
46 25
PHASE 1 AREA PHASE 1 AREA PHASE 1 AREA
PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA
PHASE 2 AREA PHASE 2 AREA
ELEV. 1643.5 +
E 2357018.038 N 938453.537
ELEV. 1651.2 +
E 2355973.063 N 937957.297
ELEV. 1654.0 +
E 2355019.037 N 937406.544
ELEV. 1657.1 +
E 2354122.210 N 937360.521
ELEV. 1659.4 +
E 2353223.734 N 937331.246
ELEV. 1663.0 +
E 2352641.070 N 937028.406
ELEV. 1665.9 +
E 2351933.765 N 936899.359
ELEV. 1668.75 +
E 2351167.185 N 936843.876
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NOTE: BORING LOG LEGEND IS SHOWN ON SHEET B-001.
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4"
8"
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
S H
O L E S R
O A
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S H
O L E S R
O A
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N B
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16401640
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40 1640
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0 1
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W
1645 1645
1645 1645
16451645
16451645
1645 1645
1645 1645
1645 1645
1645 1
5 1645
45 1
W
W
1650 1650
16501650
1650 1650
1650 1650 1650
16501650
16501650
1650 1650
1650 1650
1650 1650
1650 1650
0 1650
01650
501650
W
1655 1655
16551655
1655 165 5 1655
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51655
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M D
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D
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PROJECT CONTROL POINT IH-17-32B
PROJECT CONTROL POINT IH-17-32A
SHOWN FOR ORIENTATION (ALL VF SHEETS)
AND ROADWAY CENTERLINES AND STATIONING
NEW MAIN CHANNEL, TRIBUTARY CHANNEL,
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100+00
101+00
102+00
103+00
104+00
105+00
0+00
1+00
2+00
3+00
4+00
5+00
21+00
22+00
23+00
24+00
25+00
26+
201+00
202+00
203+00
204+00
205+00
1+
2+
3+
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SCALE: 1" = 150'
CONTROL DATA:
NAME NORTHING EASTING ELEVATION DESCRIPTION
IH 17-32A
IH 17-32B
937301.230 2354815.530 1652.510 NGS BRASS CAP
NGS BRASS CAP937418.536 2354356.056 1655.903
SURVEY NOTES
O M
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V F .d g n
UNDERGROUND UTILITIES WERE LOCATED PREVIOUSLY BY A UTILITY LOCATION CONTRACTOR.7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)
COMBINED GRID FACTOR IS: 0.999699338.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE: APRIL 2019.
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS. 3)
VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT IH 17-32 B.
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)
NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 17-32 B.
AMERICAN DATUM OF 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
OVERALL EXISTING CONDITIONS PLAN
J U
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W .C .D
A V
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P O
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VF100
D
B
IR
K B
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D
B
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K B
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W .C .D
A V
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W .C .D
A V
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D
B
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K B
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A N
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NOTE:
SURVEYED BOUNDARY FOR INFORMATION ONLY
LIDAR CONTOURS ARE SHOWN FOR TERRAIN OUTSIDE
O V
E R
V
IE
W O
V E
R V
IE
W
W F
B
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N S P
L
N
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
40 1
0 16
16401640
0 1
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
SHEET PILE
SHEET PILE
TOP SOUTH GUARDRAIL ELEV = 1647.0
DECK ELEV = 1644.3
BRIDGE INFORMATION:
INVERT ELEVATION=1638.89
DIAMETER=24"
CMP CULVERT
INVERT ELEVATION=1639.13
DIAMETER=24"
CMP CULVERT
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
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C T P
H A
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E JACKSON STREET
866TH ROAD
3' BARBED WIRE FENCE
3' BARBED WIRE FENCE
3' BARBED WIRE FENCE
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
MATCH LINE AREA 2
0+00
1+00
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5 1
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NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
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1650 1650
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16501650
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1655 1655
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
S O
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B
A R
B E
D W
IR
E F
E N
C E
20' 40'0
SCALE: 1" = 20'
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 1
MATCH LINE AREA 3
2+00
3+00
4+00
5+00
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IS
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N S P
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ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
S O
L
IC
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A T
IO
N N
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
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S
IZ
E
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B M
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D B
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D A
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C O
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O
C H
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D B
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D R
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IS
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B
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E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
3' B
A R B E D W
IR
E F
E N C E
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
MATCH LINE AREA 2
M A T C
H
LIN
E A
R E A
M A T C
H
LIN
E A
R E A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:20:56 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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A R
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O R
P S O
F E
N G
IN
E E
V F .d g n
W .C .D
A V
E N
P O
R T
A R
E A
VF103
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
VF103
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
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
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
B
A R
B E
D W
IR
E F
E N
C E
W
IR
E F
E N
C E
3'
BARBED
W
IR
E
FE
NCE
KEY PLAN
SCALE: 1" = 400'
20' 40'0
SCALE: 1" = 20'
M A T C
H
LIN
E A
R E A
M A T C
H
LIN
E A
R E A
M A
T C
H L
IN
E A
R E
A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:21:44 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
U .S
A R
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P S O
F E
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IN
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V F .d g n
W .C .D
A V
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P O
R T
A R
E A
VF104
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
VF104
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
R A
N D
O L P
H
N E
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
51645
516451
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
TOP GUARDRAIL ELEV = 1651.4
DECK ELEV = 1648.6
BRIDGE INFORMATION:
ELEV = 1640.09
(HAS FLAP GATE)
TOP 24" CMP
ELEV = 1645.88
TOP 18" CMP
ELEV = 1645.16
TOP 18" CMP
ELEV = 1643.77
TOP 18" CMP
ELEV = 1644.39
TOP 16" CMP
ELEV = 1644.31
TOP 16" CMP
ELEV = 1641.76
(HAS FLAP GATE)
TOP 30" RCP
BRIDGE PIER
10" DIA
ELEV = 1645.17
TOP 24" CMP
ELEV = 1645.17
TOP 18" CMP
BRIDGE PIER
10" DIA
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
(FOR ORIENTATION)
NEW BRIDGE ST CENTERLINE
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
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
GAS MRKR
WOODEN FENCE
' S
P L
IT
R
A
IL
F
E N
C E
' S
P L
IT
R
A
IL
F
E N
C E
' B
A R
B E
D W
IR
E F
E N
C E
POST
GAS
S BRIDGE ST
N BRIDGE ST
N BRIDGE ST
S BRIDGE ST
FIRE HYDRANT
SIDEWALK
W
W
G
W
20' 40'0
SCALE: 1" = 20'
KEY PLAN
SCALE: 1" = 400'
MATCH LINE AREA 4
MATCH LINE AREA 6
14+00
15+00
16+00
17+00
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:22:32 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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VF105
D
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K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
VF105
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
R A
N D
O L P
H
N E
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
451645
5 1645
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
1655 1655
INVERT ELEVATION=1642.298
DIAMETER=24"
RCP CULVERT
(FLAP GATE)
INVERT ELEVATION=1641.145
DIAMETER=24"
RCP CULVERT
(FOR ORIENTATION)
NEW MAIN CHANNEL CENTERLINE
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
C
A P
IT
O L A
A H
A
N E
A
H A D
IS
T R
E N
U M
B E
E N
A M
N
D O
L P
H
N E
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S E
4' BARBED WIRE FENCE
4' BARBED WIRE FENCE
4' BARBED WIRE FENCE
B
A R
B E
D W
IR
E F
E N
C E
E
L E
C T
R
IC
F
E N
C E
4' BARBED WIRE FENCE
4' BARBED WIRE FENCE
20' 40'0
SCALE: 1" = 20'
M A
T C
H L
IN
E A
R E
A
MATCH LINE AREA 7
KEY PLAN
SCALE: 1" = 400'
21+00
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:23:22 AM 7/6/2020
...\30500 - Construction E&D\RD01\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD01 - Randolph, NE Section 205 - Phas
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P S O
F E
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V F .d g n
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E A
VF106
D
B
IR
K B
Y
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
W .C .D
A V
E N
P O
R T
A R
E A
VF106
D
B
IR
K B
Y
W .C .D
A V
E N
P O
R T
D
B
IR
K B
Y
A N
S I
D
O M
A H
A D
IS
T R
IC
T
M
ID
D L E L
O G
A N C
R E
E K
N E
B R
A S
K A
R A
N D
O L P
H
N E
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
J U
L Y
W F
B
F L
O O
D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T P
H A
S
ON LIDAR AND ARE APPROXIMATE
JACKSON STREET BRIDGE ARE BASED
NOTE: CONTOURS SHOWN NORTH OF
16401640
1645 1645
1645 1645
16451645
164516451645
1645 1645
1650 1650
16501650
1650 1650 1650
16501650
1650 1650
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