ATCH 8. Am0003 Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- W9128F21B0012
About this file
This solicitation is for a flood risk management project along the Middle Logan Creek in Randolph, Nebraska. The project scope includes earthwork and grading for a widened and realigned creek channel, transitioning from a natural channel section to a trapezoidal channel, installing erosion and grade control as well as new riprap, improving storm drains, removing and replacing three bridges, installing fencing, new pavement, and a sanitary sewer siphon system and domestic waterlines. A site visit has been scheduled for interested contractors to see the project area. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Omaha for the Middle Logan Creek Flood Risk Management Project, Phase 2 in Randolph, Nebraska.
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FLOWER BED
STRG PAD
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
ELEV = 1648.0
FL OUT 42" RCP
TOP EAST GUARDRAIL ELEV = 1661.1
TOP WEST GUARDRAIL ELEV = 1661.3
WEST LOW CHORD ELEV = 1657.35
EAST LOW CHORD ELEV = 1657.2
DECK ELEV = 1658.5
BRIDGE INFORMATION:
CONC
ELEV = 1652.11
FL 16" RCP
INVERT ELELVATION=1657.645
DIAMETER=5"
MATERIAL=CMP
INVERT ELELVATION=1656.568
DIAMETER=4"
MATERIAL=CMP
18" MAPLE
MAPLE" 18
20" MAPLE
32" LOCUST
WALNUT
14"
WALNUT
16"
WALNUT
18"
DEAD
8"
ASH
18"
GAS LINE MARKER
16" MAPLE
6"
6"
BUILDING 207
BUILDING 212
BUILDING
BUILDING
BUILDING
20" MAPLE
6"
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
C H
A
IN
L
IN
K F
E N
C E
S DOUGLAS ST
6' WOOD FENCE
' W
IR
E F
E N
C E
N DOUGLAS ST
TOP ST DI ELEV= 1656.95 SFT
18"
6"
42"
6"
FLAG
PPE STAND FOR PZ
CLOTHES LINE
8" IRON N = 1649.271
6" IRON SW = 1649.939
RIM = 1657.158
24"
ELEV = 1654.94
W FL OUT 16" RCP
12" RCP NW = 1653.416
15" RCP S = 1653.248
RIM = 1657.117
12" RCP SE = 1653.798
RIM = 1657.367
4' CHAIN LINK FENCE
THIS SIDE
NO PARKING
CLOTHES LINE
TOP SS MH ELEV= 1657.95 SFT
OUT: 1657.9490-OUT
W
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
6"
8"
8"
8"
6"
6"
14"
8"
6"
10"
16"
PARK AND DOUGLAS STREET
STREET SIGN
CHILDREN PLAYING
SLOW
NE FL OUT 42" RCP ELEV = 1648.27
S FL IN 42" RCP ELEV = 1648.44
TOP ST MH ELEV = 1658.27
8"
8"
4"
5"
5"
4"
STRG
BIRD HOUSE
REFLECTOR POST
BUILDING
24"
CHILDREN PLAYING
SLOW
24"
36"
36"36"
30"
24" 7-6" TREES
36"
36"
36"
36"
36"
12"
12"
12"
12"
8"
8"
16"
12"
D D
D D
D
D
D
T
G
CI
CI
G G
CB
CP
M
S
D
G
CP
S
M
AC
CB CB
CB CB
D
INCLUDING CURBS
REMOVE PAVEMENT
REMOVE FENCE
REMOVE TREE (TYP.)
REMOVE TREE (TYP.)
REMOVE TREES
REMOVE TREE (TYP.)
REMOVE BUILDING
REMOVE BUILDINGS
REMOVE CLOTHES LINE
REMOVE DRIVEWAY
REMOVE PAVEMENT
REMOVE SIDEWALK
LEAVE MANHOLE IN PLACE
REMOVE GRAVEL
REMOVE PIPE
REMOVE SIGN
OF CONSTRUCTION
REPLACE AT END
REMOVE SIGN AND
REMOVED BY OTHERS
NATURAL GAS EQUIPMENT
REMOVED BY OTHERS
COMMUNICATIONS EQUIPMENT
REMOVE LIGHT
REMOVE SIGN
REMOVE WATER LINES
PROTECT TREE
MAINTAIN AND
REMOVE SIDEWALK
PIPE AT LOC
CUT DRAIN
LINE TO REMAIN IN PLACE
UNDERGROUND NATURAL GAS
LINE TO REMAIN IN PLACE
UNDERGROUND ELEC/COMM
BY OTHERS
LIGHT REMOVED
IN MANHOLE
PLUG OUTLET HOLE
REMOVE PIPE
LINE TO REMAIN IN PLACE
UNDERGROUND ELEC/COMM
OVERHEAD ELEC REMOVED BY OTHERS
REMOVED BY OTHERS
ELEC LINES/POLES
PROTECT AND MAINTAIN
EXISTING ELEC POLE TO REMAIN
PROTECT AND MAINTAIN
NATURAL GAS LINE TO REMAIN
REMOVED BY OTHERS
ELECTRIC LINES/POLES
GAS LINE CAPPED BY OTHERS
SHEET S-901
SEE STRUCTURAL
APPURTENANCES
BRIDGE INCLUDING ALL
REMOVE DOUGLAS ST
CUT CURB
CUT CURB
CUT CURB
SECTION 02 41 00
SPECIFICATION
LOCATION) SEE
TANK (APPROXIMATE
UNDERGROUND FUEL
REMOVE EXISTING
REMOVE TREES
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
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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
10+00
11+00
12+00
13+00
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
N 937,429.45
E 2,354,054.52
N 937,479.98
E 2,353,852.59
N 937,509.37
E 2,353,906.95
LEGEND
AREAS OF REMOVAL
LIMITS OF CONSTRUCTION
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHOWN TO BE REMOVED SHALL BE REPAIRED OR REPLACED BY
4. DAMAGE TO PAVEMENTS, FEATURES, OR INFRASTRUCTURE NOT
CONSTRUCTION.
PROVIDE TEMPORARY ACCESS FOR HOMEOWNERS DURING
3. COORDINATE STREET CLOSURES WITH CITY OF RANDOLPH AND
SECTION 02 41 00 DEMOLITION.
AND BRIDGES SHALL CONFORM TO SPECIFICATION
2. REMOVAL OF HOUSES, OUTBUILDINGS, PAVEMENTS,
SPECIFICATION SECTION 31 11 00 CLEARING AND GRUBBING.
1. REMOVAL OF TREES AND VEGETATION SHALL CONFORM TO
GENERAL NOTES:
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APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
ELEV = 1648.0
FL OUT 42" RCP
TOP EAST GUARDRAIL ELEV = 1661.1
TOP WEST GUARDRAIL ELEV = 1661.3
WEST LOW CHORD ELEV = 1657.35
EAST LOW CHORD ELEV = 1657.2
DECK ELEV = 1658.5
BRIDGE INFORMATION:
CONC
ELEV = 1652.11
FL 16" RCP
INVERT ELELVATION=1657.645
DIAMETER=5"
MATERIAL=CMP
INVERT ELELVATION=1656.568
DIAMETER=4"
MATERIAL=CMP
18" MAPLE
MAPLE" 18
20" MAPLE
32" LOCUST
WALNUT
14"
WALNUT
16"
WALNUT
18"
DEAD
8"
ASH
18"
GAS LINE MARKER
16" MAPLE
6"
6"
BUILDING 207
BUILDING 212
BUILDING
BUILDING
BUILDING
20" MAPLE
6"
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
C H
A
IN
L
IN
K F
E N
C E
S DOUGLAS ST
6' WOOD FENCE
' W
IR
E F
E N
C E
N DOUGLAS ST
TOP ST DI ELEV= 1656.95 SFT
18"
6"
42"
6"
FLAG
PPE STAND FOR PZ
CLOTHES LINE
8" IRON N = 1649.271
6" IRON SW = 1649.939
RIM = 1657.158
24"
ELEV = 1654.94
W FL OUT 16" RCP
12" RCP NW = 1653.416
15" RCP S = 1653.248
RIM = 1657.117
12" RCP SE = 1653.798
RIM = 1657.367
4' CHAIN LINK FENCE
THIS SIDE
NO PARKING
CLOTHES LINE
TOP SS MH ELEV= 1657.95 SFT
OUT: 1657.9490-OUT
W
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
6"
8"
8"
8"
6"
6"
14"
8"
6"
10"
16"
PARK AND DOUGLAS STREET
STREET SIGN
CHILDREN PLAYING
SLOW
NE FL OUT 42" RCP ELEV = 1648.27
S FL IN 42" RCP ELEV = 1648.44
TOP ST MH ELEV = 1658.27
8"
8"
4"
5"
5"
4"
STRG
BIRD HOUSE
REFLECTOR POST
BUILDING
24"
CHILDREN PLAYING
SLOW
24"
36"
36"36"
30"
24" 7-6" TREES
36"
36"
36"
36"
36"
12"
12"
12"
12"
8"
8"
16"
12"
D D
D D
D
D
D
T
G
CI
CI
G G
CB
CP
M
S
G
CP
S
M
AC
CB CB
CB CB
D
INCLUDING CURBS
REMOVE PAVEMENT
REMOVE FENCE
REMOVE TREE (TYP.)
REMOVE TREE (TYP.)
REMOVE TREES
REMOVE TREE (TYP.)
REMOVE BUILDING
REMOVE BUILDINGS
REMOVE CLOTHES LINE
REMOVE DRIVEWAY
REMOVE PAVEMENT
REMOVE SIDEWALK
LEAVE MANHOLE IN PLACE
REMOVE GRAVEL
REMOVE CURB INLET
REMOVE CURB INLET
REMOVE PIPE
REMOVE PIPE
INCLUDING CURB
REMOVE PAVEMENT
REMOVE SIGN
OF CONSTRUCTION
REPLACE AT END
REMOVE SIGN AND
REMOVED BY OTHERS
NATURAL GAS EQUIPMENT
REMOVED BY OTHERS
COMMUNICATIONS EQUIPMENT
REMOVE LIGHT
REMOVE SIGN
REMOVE WATER LINES
PROTECT TREE
MAINTAIN AND
REMOVE SIDEWALK
PIPE AT LOC
CUT DRAIN
LINE TO REMAIN IN PLACE
UNDERGROUND NATURAL GAS
LINE TO REMAIN IN PLACE
UNDERGROUND ELEC/COMM
BY OTHERS
LIGHT REMOVED
IN MANHOLE
PLUG OUTLET HOLE
REMOVE PIPE
LINE TO REMAIN IN PLACE
UNDERGROUND ELEC/COMM
OVERHEAD ELEC REMOVED BY OTHERS
REMOVED BY OTHERS
ELEC LINES/POLES
PROTECT AND MAINTAIN
EXISTING ELEC POLE TO REMAIN
PROTECT AND MAINTAIN
NATURAL GAS LINE TO REMAIN
REMOVED BY OTHERS
ELECTRIC LINES/POLES
GAS LINE CAPPED BY OTHERS
SHEET S-901
SEE STRUCTURAL
APPURTENANCES
BRIDGE INCLUDING ALL
REMOVE DOUGLAS ST
SECTION 02 41 00
SPECIFICATION
LOCATION) SEE
TANK (APPROXIMATE
UNDERGROUND FUEL
REMOVE EXISTING
REMOVE TREES
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
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S
IZ
E
S U
B M
IT
T E
D B
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D A
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C O
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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
10+00
11+00
12+00
13+00
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
N 937,429.45
E 2,354,054.52
N 937,239.13
E 2,353,949.31
N 937,254.03
E 2,353,972.32
N 937,599.03
E 2,353,939.58
N 937,479.98
E 2,353,852.59
N 937,501.76
E 2,353,907.16
LEGEND
AREAS OF REMOVAL
LIMITS OF CONSTRUCTION
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHOWN TO BE REMOVED SHALL BE REPAIRED OR REPLACED BY
4. DAMAGE TO PAVEMENTS, FEATURES, OR INFRASTRUCTURE NOT
CONSTRUCTION.
PROVIDE TEMPORARY ACCESS FOR HOMEOWNERS DURING
3. COORDINATE STREET CLOSURES WITH CITY OF RANDOLPH AND
SECTION 02 41 00 DEMOLITION.
AND BRIDGES SHALL CONFORM TO SPECIFICATION
2. REMOVAL OF HOUSES, OUTBUILDINGS, PAVEMENTS,
SPECIFICATION SECTION 31 11 00 CLEARING AND GRUBBING.
1. REMOVAL OF TREES AND VEGETATION SHALL CONFORM TO
GENERAL NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:29:56 PM 8/17/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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G E
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4' BARBED WIRE FENCE
4' ELECTRIC FENCE
3' BARBED WIRE FENCE
INVERT ELELVATION=1648.639
DIAMETER=4"
MATERIAL=IRON
INVERT ELEV=1646.543
DIAMETER=24"
MATERIAL=CPP
INVERT ELEV=1646.498
DIAMETER=24"
MATERIAL=CPP
W 3 V
IN
Y L F
E N
C E
CLOTHES LINE
3' ELECTRIC FENCE
FENCE
3' ELECTRIC
RR TIE
24"
24"
20" 20"
20"
12"
20"
8"
24"
24"
24"
30"
30"
30"
18"
6" PVC DRAIN TILE
APPROX. ALIGNMENT
CB
M
OUTBUILDING
MAINTAIN AND PROTECT
PROTECT TREES
MAINTAIN AND
PROTECT TREES
MAINTAIN AND
PROTECT TREES
MAINTAIN AND
REMOVE BUILDING
REMOVE BUILDING
REMOVE TREE (TYP.)
REMOVE RR TIES
REMOVE FENCE
AND INLET
REMOVE PIPE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
PLASTIC DRAIN TILE
MAINTAIN AND PROTECT
IRRIGATION EQUIPMENT
MAINTAIN AND PROTECT
WITH STORM DRAIN CONSTRUCTION
MAINTAIN AND PROTECT TREE IF POSSIBLE
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
PROTECT TREE
MAINTAIN AND
REMOVE TREES
REMOVE TREES
REMOVE TREES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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D B
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D A
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D B
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D R
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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
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N LEGEND
AREAS OF REMOVAL
LIMITS OF CONSTRUCTION
THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHOWN TO BE REMOVED SHALL BE REPAIRED OR REPLACED BY
4. DAMAGE TO PAVEMENTS, FEATURES, OR INFRASTRUCTURE NOT
CONSTRUCTION.
PROVIDE TEMPORARY ACCESS FOR HOMEOWNERS DURING
3. COORDINATE STREET CLOSURES WITH CITY OF RANDOLPH AND
SECTION 02 41 00 DEMOLITION.
AND BRIDGES SHALL CONFORM TO SPECIFICATION
2. REMOVAL OF HOUSES, OUTBUILDINGS, PAVEMENTS,
SPECIFICATION SECTION 31 11 00 CLEARING AND GRUBBING.
1. REMOVAL OF TREES AND VEGETATION SHALL CONFORM TO
GENERAL NOTES:
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TOP ST MH ELEV= 1655.32 SFT
TOP ST MH ELEV= 1655.35 SFT
6' ORNAMENTAL FENCE
N MAIN St
S MAIN St
PRESSURE VALVE
BUILDING (TRAILER) 208
BUILDING NO NUMBER
APPROX. ELEV. 1610
IN SHARED BORING
ELECTRIC/COMM LINES
APPROX. ELEV. 1610
IN SHARED BORING
ELECTRIC/COMM LINES
M
T
G
12'-0" (TYP.)
12'-0" (TYP.)
CURB (TYP.)
INTEGRAL
CURB (TYP.)
INTEGRAL
12'-0"
'-6
'-0
SEE DETAIL CP503
CURB RAMP (TYP.)
5'-0"
SEE DETAIL SHEET CP502
ROADWAY PAVING INTERFACE
BRIDGE PAVING TO
SEE DETAIL SHEET CP502
ROADWAY PAVING INTERFACE
BRIDGE PAVING TO
SEE STRUCTURAL SHEETS
BRIDGE PAVING SECTION (TYP.)
SEE STRUCTURAL SHEETS
BRIDGE APPROACH SECTION (TYP.)
SEE STRUCTURAL SHEETS
MAIN STREET BRIDGE
'-6
'-6
SEE DETAIL SHEET CS502
PIPE GATE
SEE DETAIL SHEET CS502
PIPE GATE
SEE DETAIL SHEET CS502
PIPE GATE
5'-0"
SEE SHEET CP504
MAINTENANCE DRIVE CROSSINGS
THICKEN SIDEWALK SECTION AT
SEE SHEETS S-101 AND S-121
PEDESTRIAN RAIL - CHAIN LINK TYPE
S O
L
IC
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A T
IO
N N
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D B
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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
E
.8
N
.4
S
T A
.0
P
C
E
.9
N
.4
S T
A
.9
P R
C
E
.0
N
.6
S
T A
.0
P T
E
.7
N
.5
S
T A
.0
P C
E
.0
N
.3
S T
A
.6
P
R C
E
.1
N
.6
S T
A
.8
P T
S T
A . 1
.3
P I
S T
A . 1
.4
2 P I
S T
A . 1
.7
P I
S T
A . 1
.7
P I
6+00
7+00
8+00
9+00
E 2354481.48 N 937335.59
STA 5+78.14
PT
E 2354208.06 N 937327.99
STA 8+51.66
PC
STA. 5+15.
PI
STA. 9+00.58
PI
E 2354159.16
N 937326.63
E
.4
N
.8
E
.4
N
.1
E
.4
N
.1
E
.4
N
.6
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
SEE SHEET CP301 FOR TYPICAL SECTION
NEW MISCELLANEOUS AGGREGATE PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
NEW ROADWAY AGGREGATE PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
NEW ROADWAY CONCRETE PAVEMENT
SEE SHEET CS501 FOR DETAILS
NEW 3 STRAND BARBED WIRE FENCE
SEE SHEET GI102 FOR COORDINATES
LIMITS OF CONSTRUCTION
SEE SHEET CP301 FOR TYPICAL SECTION
NEW DRIVEWAY CONCRETE PAVEMENT
SEE SHEET CP504 FOR DETAILS
NEW CONCRETE SIDEWALK
EXTERNAL = 2.60'
MIDDLE ORDINATE = 2.59'
CHORD = 124.56'
TANGENT = 62.49'
LENGTH = 124.70'
RADIUS = 750.00'
HORIZONTAL CURVE DATA:
CHANNEL CENTERLINE
EXTERNAL = 3.96'
MIDDLE ORDINATE = 3.91'
CHORD = 96.56'
TANGENT = 48.92'
LENGTH = 96.98'
RADIUS = 300.00'
HORIZONTAL CURVE DATA:
CHANNEL CENTERLINE
60'-0"
R
50'-0"
R
'-0
R
'-0
R
5'-0"R
17'-0"R
'-0
R
239'-9 5/16 " R
242'-10 3/8 " R
60'-0"
R
50'-0"
R
60'-0"
R
50'-0"
R
EXTERNAL = 5.90'
MIDDLE ORDINATE = 5.74'
CHORD = 98.03'
TANGENT = 50.38'
LENGTH = 98.92'
RADIUS = 212.00'
HORIZONTAL CURVE DATA:
MAIN STREET CENTERLINE
EXTERNAL = 5.93'
MIDDLE ORDINATE = 5.77'
CHORD = 98.25'
TANGENT = 50.50'
LENGTH = 99.15'
RADIUS = 212.00'
HORIZONTAL CURVE DATA:
MAIN STREET CENTERLINE
EXTERNAL = 5.51'
MIDDLE ORDINATE = 5.37'
CHORD = 94.80'
TANGENT = 48.63'
LENGTH = 95.61'
RADIUS = 212.00'
HORIZONTAL CURVE DATA:
MAIN STREET CENTERLINE
EXTERNAL = 6.06'
MIDDLE ORDINATE = 5.89'
CHORD = 99.26'
TANGENT = 51.05'
LENGTH = 100.19'
RADIUS = 212.00'
HORIZONTAL CURVE DATA:
MAIN STREET CENTERLINE
'-0
R
N 937,397.42
E 2,354,449.96
N 937,411.89
E 2,354,411.40
N 937,438.29
E 2,354,380.65
N 937,397.54
E 2,354,181.25
N 937,403.22
E 2,354,142.47
N 937,575.84
E 2,354,294.70
N 937,577.50
E 2,354,347.97
N 937,546.98
E 2,354,348.64
N 937,288.47
E 2,354,482.93
N 937,285.64
E 2,354,438.54
N 937,262.00
E 2,354,399.18
N 937,221.62
E 2,354,307.78 N 937,266.00
E 2,354,298.79
728'-5 11/16 "
R
N 937,187.04
E 2,354,319.03
N 937,193.32
E 2,354,331.29
N 937,186.52
E 2,354,352.34
N 937,385.18
E 2,354,478.23
N 937,385.49
E 2,354,441.82
N 937,397.55
E 2,354,409.69 N 937,246.02
E 2,354,403.42
N 937,277.95
E 2,354,312.99
N 937,201.89
E 2,354,356.80
N 937,221.89
E 2,354,318.22
N 937,274.38
E 2,354,450.66
N 937,377.76
E 2,354,208.34
N 937,275.12
E 2,354,203.90
N 937,381.77
E 2,354,314.88
N 937,379.79
E 2,354,285.85
N 937,398.21
E 2,354,284.00
N 937,413.57
E 2,354,298.81
N 937,392.01
E 2,354,324.20
N 937,409.92
E 2,354,383.25
N 937,409.22
E 2,354,358.26
N 937,421.32
E 2,354,323.44
N 937,423.45
E 2,354,357.35
N 937,504.71
E 2,354,359.30
N 937,515.31
E 2,354,286.79
N 937,460.92
E 2,354,349.94
N 937,454.66
E 2,354,346.46
N 937,448.05
E 2,354,311.58
N 937,445.85
E 2,354,314.08
SEE SHEET CP502 FOR DETAIL
CONSTRUCT CURB DROP AT ALL DRIVE TURNOFFS
*NOTE
SEE SHEET CP502 FOR DETAIL
CONSTRUCT CURB DROP AT ALL DRIVE TURNOFFS
*NOTE
N 937,255.93
E 2,354,387.53
N 937,255.23
E 2,354,362.54
E 2,354,400.41
N 937,441.37
N 937,465.09
E 2,354,396.71
N 937,187.00
E 2,354,308.75
N 937,513.53
E 2,354,320.43
N 937,514.51
E 2,354,326.07
N 937,495.56
E 2,354,335.90
3'-0" R
CONCRETE PAVEMENT JOINT PLAN.
2. SEE CP100 SERIES SHEETS FOR
SHOWN IN HALF-TONE FOR CLARITY.
1. PROPOSED GRADING CONTOURS ARE
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:31:15 PM 8/17/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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CS102
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CS102
D
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APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
INVERT ELELVATION=1657.645
DIAMETER=5"
MATERIAL=CMP
WALNUT
14"
WALNUT
16"
WALNUT
18"
BUILDING 207
BUILDING
BUILDING
BUILDING
APPROX. ELEV. 1605
IN SHARED BORING
ELECTRIC/COMM LINES
S DOUGLAS ST
6' WOOD FENCE
N DOUGLAS ST
TOP ST DI ELEV= 1656.95 SFT
FLAG
CLOTHES LINE
8" IRON N = 1649.271
6" IRON SW = 1649.939
RIM = 1657.158
24"
ELEV = 1654.94
W FL OUT 16" RCP
TOP SS MH ELEV= 1657.95 SFT
OUT: 1657.9490-OUT
W
S FL OUT 8" VCP ELEV = 1649.28
W FL IN 6" VCP ELEV = 1649.45
TOP SS MH ELEV = 1657.95
8"
8"
8"
6"
NE FL OUT 42" RCP ELEV = 1648.27
S FL IN 42" RCP ELEV = 1648.44
TOP ST MH ELEV = 1658.27
8"
8"
4"
5"
5"
4"
STRG
BIRD HOUSE
CHILDREN PLAYING
SLOW
24"
36"36"
30"
12"
T
G
G G
CB
CP
M
S S
M
AC
12'-0"
12'-0"
SEE STRUCTURAL SHEETS
BRIDGE APPROACH SECTION (TYP.)
SEE STRUCTURAL SHEETS
BRIDGE PAVING SECTION (TYP.) SEE STRUCTURAL SHEETS
DOUGLAS STREET BRIDGE
SEE DETAIL SHEET CS502
PIPE GATE
SHEET CS502
SEE DETAIL
PIPE GATE
SEE DETAIL SHEET CS502
PIPE GATE
'-0
'-0
SEE SHEET CP504
MAINTENANCE DRIVE CROSSINGS
THICKEN SIDEWALK SECTION AT
SEE SHEET CP504
MAINTENANCE DRIVE CROSSINGS
THICKEN SIDEWALK SECTION AT
SEE SHEETS S-201 AND S-221
PEDESTRIAN RAIL - CHAIN LINK TYPE
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
E
.9
N
.1
S
T A
.0
P O
B
E
.9
N
.0
S
T A
.0
P O
E
10+00
11+00
12+00
13+00
E 2354112.37
N 937340.88
STA 9+48.64
PT
E 2353983.11
N 937380.22
STA 10+83.76
PC
E 2353887.41 N 937393.10
STA 11+80.73
PT
STA. 11+32.67
PI
E 2353936.31
N 937394.46
KEY PLAN
SCALE: 1" = 500'
N
20' 40'0
SCALE: 1" = 20'
N
LEGEND
SEE SHEET CP301 FOR TYPICAL SECTION
NEW MISCELLANEOUS AGGREGATE PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
NEW ROADWAY AGGREGATE PAVEMENT
SEE SHEET CP301 FOR TYPICAL SECTION
NEW ROADWAY CONCRETE PAVEMENT
SEE SHEET CS501 FOR DETAILS
NEW 3 STRAND BARBED WIRE FENCE
SEE SHEET GI102 FOR COORDINATES
LIMITS OF CONSTRUCTION
SEE SHEET CP301 FOR TYPICAL SECTION
NEW DRIVEWAY CONCRETE PAVEMENT
SEE SHEET CP504 FOR DETAILS
NEW CONCRETE SIDEWALK
EXTERNAL = 3.96'
MIDDLE ORDINATE = 3.91'
CHORD = 96.56'
TANGENT = 48.92'
LENGTH = 96.98'
RADIUS = 300.00'
HORIZONTAL CURVE DATA:
CHANNEL CENTERLINE
60'-0" R
50'-0"R
50'-0" R
60'-0"
R
30'-0" R
42'-0"
R
60'-0"
R 50'-0" R
30'-0" R
N 937,388.58
E 2,354,131.64
N 937,398.41
E 2,354,098.06
N 937,502.93
E 2,353,973.18
N 937,410.24
E 2,353,756.32
N 937,450.27
E 2,353,886.89
N 937,460.27
E 2,353,912.82
728'-5 11/16 "
R
N 937,292.59
E 2,354,092.55
N 937,314.62
E 2,354,012.88
N 937,504.76
E 2,353,954.91N 937,306.39
E 2,353,960.07
N 937,262.43
E 2,353,961.21
N 937,259.89
E 2,353,971.99
N 937,248.18
E 2,353,972.65
N 937,242.57
E 2,353,961.72
N 937,312.71
E 2,353,934.89
N 937,465.46
E 2,353,955.93
N 937,471.61
E 2,353,955.77
N 937,473.16
E 2,353,973.46
N 937,471.76
E 2,353,931.26
N 937,503.98
E 2,353,929.92
N 937,501.67
E 2,353,904.80
N 937,318.45
E 2,353,901.34
N 937,331.81
E 2,353,903.42
N 937,341.32
E 2,353,877.92
N 937,342.82
E 2,353,859.52
N 937,341.97
E 2,353,809.53
N 937,338.76
E 2,353,779.61
N 937,486.36
E 2,353,892.17
N 937,497.03
E 2,353,886.68
N 937,491.56
E 2,353,876.06
N 937,488.24
E 2,353,862.33
N 937,488.24
E 2,353,852.54
N 937,471.90
E 2,353,864.07
N 937,470.24
E 2,353,852.65
N 937,439.42
E 2,353,766.04
SEE SHEET CP502 FOR DETAIL
CONSTRUCT CURB DROP AT ALL DRIVE TURNOFFS
*NOTE
SEE SHEET CP502 FOR DETAIL
CONSTRUCT CURB DROP AT ALL DRIVE TURNOFFS
*NOTE
12'-0" TYP.
12'-0" (TYP.)
N 937,489.67
E 2,353,905.11
N 937,300.03
E 2,354,020.65
N 937,288.68
E 2,353,966.72
N 937,305.17
E 2,353,967.94
FOR CONCRETE PAVEMENT JOINT PLAN.
2. SEE SHEET CP100 SERIES SHEETS
SHOWN IN HALF-TONE FOR CLARITY.
1. PROPOSED GRADING CONTOURS ARE
NOTE:
E 2,353,857.21
N 937,470.24
15'-0" R
E 2,353,960.65
N 937,283.73
N 937,293.59
E 2,353,935.39
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:31:34 PM 8/17/2021
...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem
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CS103A
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| RD02CD103 |
| RD02CD103A |
| RD02CD104 |
| RD02CS102 |
| RD02CS103A |
File details come from the government source that posted it. Updated .