LUCAS__ROAD_REPAIR,_WILSON_LAKE_As_Advertised.pdf
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...\Projects\ \ \CAD_BIM\_Sheets\475559_G001.dgn
3:24:40 PM 4/25/2019 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
KANSAS CITY DISTRICT
G001
C O
V E
R S
H E
E T
WILSON LAKE, KANSAS
LUCAS PARK ROAD SLOPE STABILZATION
PROJECT NUMBER 475559
FY2019
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W912DQ-19-B-1003
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SHEET NO. TITLE CADD FILE NO.
GENERAL
CIVIL
G-001
G-002
G-004
COVER SHEET
CD100
CS100
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G002
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CS101
V-100
G-003
SHEET INDEX
GENERAL LEGEND
DEMOLITION PLAN
SITE PLAN
475559_G-001.DGN
475559_G-002.DGN
475559_G-003.DGN
475559_G-004.DGN
475559_V-100.DGN
450087_CD100.DGN
475559_CS100.DGN
475559_CS101.DGN
475559_C100.DGN
450087_CG100.DGN
LOCATION MAP | HAUL ROUTE
CS302 475559_CS302.DGN
CP100 475559_CP100.DGN
CS301 475559_CS301.DGN
EXISTING CONDITIONS
SITE PLAN
PLAN AND PROFILE
PLAN AND PROFILE
EMBANKMENT TYPICAL SECTION
C100
PLAN AND PROFILECS303 475559_CS303.DGN
TRAFFIC CONTROL CLOSURES AND CONTRACTOR STAGING AREAS
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CS308 450087_CS308.DGN
CS305 475559_CS305.DGN
CS307 475559_CS307.DGN
CS304 475559_CS304.DGN
CS306 475559_CS306.DGN
CROSS SECTION STATION 0+75.00 TO 1+50.00
CROSS SECTION STATION 1+80.00 TO 2+70.00
CROSS SECTION STATION 3+00.00 TO 3+60.00
CROSS SECTION STATION 3+90.00 TO 4+50.00
CROSS SECTION STATION 4+80.00 TO 6+30.00
CS312 450087_CS312.DGN
CS309 475559_CS309.DGN
CS311 475559_CS311.DGN
CS310 475559_CS310.DGN
CROSS SECTION STATION 6+60.00 TO 7+80.00
CROSS SECTION STATION 8+10.00 TO 9+60.00
CROSS SECTION STATION 9+90.00 TO 11+40.00
CROSS SECTION STATION 11+70.00 TO 12+33.40
SLOPE REPAIR GRADING PLAN
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CUTTING PLANE LINE
SECTION IDENTIFICATION LETTER
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
OBJECT REFERENCED
CUTTING PLANE LINE
OBJECT REFERENCED
DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
DETAIL BOUNDARY
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
WHERE DETAIL IS SHOWN
SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
PLAN NORTH
TRUE NORTH
GRAPHIC SCALE
TEXT SCALE
DETAIL TITLESECTION TITLE
SCALE SCALE
PLAN OR PROFILE TITLEGRID DESIGNATOR
GRID DESIGNATOR GRID DESIGNATOR
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SITE PLAN LINE STYLE LEGEND
SHEET NAMING LEGEND
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SAMPLE SHEET NAME: SAMPLE CADD FILE NAME:
K1001_CS501.DGN
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
AE
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CP
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CS
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ARCHITECTURAL ELEMENTS
ARCHITECTURAL GENERAL
STRUCTURAL
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CIVIL SITE PAVING
CIVIL GRADING
CIVIL SITE
CIVIL DEMOLITION
CIVIL GENERAL
GEOTECHNICAL
SURVEY/MAPPING
GENERAL
MECHANICAL CONTROLS
MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
PLUMBING
FIRE SPRINKLER
FIRE ALARM
FIRE PROTECTION
INTERIOR ELEMENTS - FURNITURE
INTERIOR ELEMENTS
INTERIOR GENERAL
MI
MH
MD
M-
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FA
F-
IF
IN
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TELECOMMUNICATION SITE
TELECOMMUNICATION
ELECTRICAL POWER
ELECTRICAL LIGHTING
ELECTRICAL LIGHTING PROTECTION
ELECTRICAL SITE
ELECTRICAL DEMOLITION
ELECTRICAL
TS
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DISCIPLINE DESIGNATION
PROPERTY LINE
CONSTRUCTION EASEMENT
CONSTRUCTION CONTRACT LIMIT
RIGHT OF WAY
FIBER OPTICS
TREE LINE
SANITARY WASTE
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
COMMUNICATION
NEW LEVEE
FEDERAL LEVEE
NON-FEDERAL LEVEE
BERM
DITCH
RIPRAP PLAN VIEW
WATER LINE
SANITARY SEWER - FORCE
TELEPHONE
DEMOLITION UTILITY LINE
STORM DRAIN
FENCE
RAILROAD
GUARDRAIL
ELECTRICAL SECONDARY
ELECTRICAL PRIMARY
SEE SHEET S-001 FOR LEGEND
TERMS AND ABBREVIATIONS
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUTOFF
NATURAL GAS MANHOLE
NATURAL GAS METER
MANHOLE ELECTRICAL
ELECTRICAL HANDHOLE
TELEPHONE MANHOLE
COMMUNICATION MANHOLE
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HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
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BORING UNDRILLED
PIEZOMETER
MONITORING WELL
COMMUNICATINON VAULT
ELECTRICAL VAULT
NATURAL GAS VAULT
TELEPHONE VAULT
FIRE HYDRANT
HORIZONTAL VERTICAL CONTROL POINT
UTILITY POLE
COMPACTED EARTH
SITE PLAN SYMBOL LEGEND
MATERIAL SYMBOL LEGEND
FILTRATION BED
CONCRETE
RIPRAP
ASPHALT
SHEET REFERENCE SYMBOL LEGEND
FULL ELEMENT SECTION
PARTIAL ELEMENT SECTION
DETAIL INDICATOR
EXTERIOR ELEVATION
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
A1
SITE PLAN
SCALE: 1" = 20'-0" 20' 40'0
N
DRAWING TITLE (TYP) NORTH ARROW
D4 SCALE: 1" = 20'-0"
BICYCLE RACK DETAIL
E8 SCALE: 1" = 20'-0"
PAVEMENT SECTION
DETAIL TITLESECTION TITLE
STRUCTURAL LEGEND
CULVERT - DRAINAGE PIPE
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FIELD INLET
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ENGINEER OF RECORD
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DEGREE
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CUBIC YARDS
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CONCRETE
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CHAIN LINK FENCE
CURB INLET
CUBIC FEET PER SECOND
CATCH BASIN
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CORPS OF ENGINEERS
CAST IRON
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UTILITY
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UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
UNDERGROUND
UNITED STATES
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TOP OF CONCRETE
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TOP AND BOTTOM
STANDARD
STATION
SANITARY SEWER MANHOLE
SANITARY SEWER
SPECIFICATIONS
SPACING
SECTION
STORM DRAIN MANHOLE
STORM DRAIN
SIDEWALK
SOUTH
RIGHT OF WAY
REVISIONS
REQUIRED
REINFORCMENT
ROAD
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
RADIUS
POINT
POUNDS/SQUARE INCH
POUNDS/SQUARE FOOT
PROPOSED
POWER POLE
POWER LINE
POST INDICATOR VALVE
PERFORATED
PAVEMENT DRAIN
POLE
OVERHEAD ELECTRIC
OVERHEAD
OUTSIDE DIAMETER
ON CENTERS
NUMBER
NOT IN CONTRACT
NORTH/NEW
MONITORING WELL
MONUMENT
MINIMUM
MANHOLE
MECHANICAL
MATCH EXISTING
MW
CS501
A1
CS501
A1
CS501
B2
CS501
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D2
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ABANDONED IN PLACE DOMESTIC WATER PIPE
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SHEET NOTES
EXSI
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T R
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NORTH
PLAN
100' 200'0
T L
O N
D O
N
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A L S
A M
A N
THEY ARE FOUND.
SHOULD NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES AS SOON AS
THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. CONTRACTOR
UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY 2.
(KS83-NF)
FOR THIS SURVEY WAS : NAD83 Kansas State Planes, North Zone, US Foot
USACE CONDUCTED A SITE SURVEY IN OCTOBER OF 2018. DATUMS USED 1.
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1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+
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CD100
SHEET NOTES
D E
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80' 160'0
NORTH
PLAN
EXI
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A L S
A M
A N
T L
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D O
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ABANDONED IN PLACE DOMESTIC WATER PIPE
L U
C A
S P
A R
K R
O A
D
LU
C
A S P
A R
K R
O A D
STA. 12+33.40
CL LUCAS PARK ROAD
102.06 LT
STA. 7+32.22
CL LUCAS PARK ROAD
61.581 LT
STA. 4+30.71
CL LUCAS PARK ROAD
STA. 0+00.00
CL LUCAS PARK ROAD
ELEV. 1647.45
OFF. 26.12
STA. 0+37.90
CL LUCAS PARK ROAD
ELEV. 1641.94
OFF. 28.5'
STA. 0+94.46
CL LUCAS PARK ROAD
ELEV. 1641.67
OFF. 28.69
STA. 0+99.82
CL LUCAS PARK ROAD
ELEV. 1647.58
OFF. 25.94
STA. 0+32.80
CL LUCAS PARK ROAD
H
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D E
N B
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G E
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TO BE REMOVED PER SPECIFICATIONS
EXISTING ASPHALT PAVEMENT AND BASE/SUBBASE
TO BE REMOVED PER SPECIFICATIONS 02 41 00
DOMESTIC WATER PIPE ABANDONED IN PLACE
EXPENSE.
NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED AT THE CONTRACTOR
ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES AND/OR INCIDENTALS 3.
TO START DEMOLITION WORK.
DEMOLITION PLAN MUST BE APPROVED BY CONTRACTING OFFICER PRIOR 2.
FOR DEMOLITION REQUIREMENTS.
ABANDONED PIPE AS INDICATED ON DRAWINGS. REFER TO SECTION 02 41 00
THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE 1.
SAW CUT LINE. SEE DETAIL A2 SHEET CP100
SAW CUT LINE. SEE DETAIL A2 SHEET CP100
SAW CUT LINE.SEE DETAIL A2 SHEET CP100
0+00
C D
.d
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CL LUCAS PARK ROAD STA. 0+00.00 = E: 1,163,725.381, N: 2,264,75.489
OFF 12' LT
STA. 0+75.00
SAND DRAINS START
40'
25'
MATCH EXISTING ELEVATIONS
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
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
1+00
2+00
3+00
4+00
5+00
6+00
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:56:50 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CS100.dgn
S I
D
M
A L S
A M
GENERAL SHEET NOTES
IV
IL
S
IT
E P
L A
N
NORTH
PLAN
CS100
EXI
STI
N G R
O
AD
(T Y
P S
P A
C
IN
G
40' 80'0
M
A L S
A M
A N
T L
O N
D O
N
0+00
L U
C A
S P
A R
K R
O A
D
(T Y
P S
P A
C
IN
G
H
M
IL
D E
N B
E R
G E
R
SECTION 31 00 00
CONSTRUCTION SAND DRAINS AND EMBANKMENT IN ACCORDANCE WITH 2.
SIDES.
CONSTRUCTION LIMIT TO BE 100 FEET OFF CL LUCAS ROAD PARK ON BOTH 1.
C S .d
CONSTRUCTION LIMITS
BORING AD-706
CONSTRUCTION LIMITS
OFF 12' LT
STA. 12+33.40
SAND DRAINS END AT
40'
MATCH EXISTING ELEVATIONS
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
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IO
N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
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C O
N T
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C T N
O
C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
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T R
IC
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E T
H S
T R
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T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
7+00
8+00
9+00
10+00
11+00
12+
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:57:45 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CS101.dgn
S I
D
CS101
M
A L S
A M
GENERAL SHEET NOTES
PLAN
40' 80'0
W
IL
S O
N L
A K
E ,K
A N
S
L U
C A
S P
A R
K R
O A
D
C
IV
IL
S
IT
E P
L
M
A L S
A M
A N
T L
O N
D O
N
STA. 11+82.5
PC
STA.
+3 3.4
PT
L U
C A
S P
A R
K R
O
(T Y
P S
P A
C
IN
G
H
M
IL
D E
N B
E R
G E
R
SECTION 31 00 00.
BORING AD-706 WAS DRILLED ON 6/30/2009. THE BORING LOG IS PROVIDED IN 3.
SECTION 31 00 00.
CONSTRUCT SAND DRAINS AND EMBANKMENT IN ACCORDANCE WITH 2.
SIDES.
CONSTRUCTION LIMIT TO BE 100 FEET OFF CL LUCAS PARK ROAD ON BOTH 1
C S .d
PROPOSED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
1595 1595
E L E
V
.5
E L E
V
.5
E L E
V
.4
E L E
V
.5
E L E
V
.3
E L E
V
.4
E L E
V
.6
GRADE = -10.39%
GRADE = -9.16%
GRADE = -7.56%
P V I .0
P V
C
.8
P V I .8
P V
T
.8
P V
C
.0
P V I .0
P V
T
.0 e 0.02'
G2 -7.56%
G1-9.16%
L 20.00'
16801680
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 e 0.03'
G2 -9.16%
G1-10.39%
L 20.00'
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:58:46 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CS301.dgn
CS301
M
A L S
A M
A1
D1
HORIZONTAL SCALE: 1" = 20'
SCALE: 1" = 20'
P L
A N A
N D P
R O
F
T C
H L
IN
E S
H E
E T C
S
M A
T C
H L
IN
E S
H E
E T C
S
M
A L S
A M
A N
T L
O N
D O
N
PROFILE CL_LUCAS PARK ROAD
LUCAS PARK ROAD
LUCAS PARK ROAD
PLAN CL _LUCAS PARK ROAD
H
M
IL
D E
N B
E R
G E
R
C S .d
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
E L E
V
.9
E L E
V
.2
E L E
V
.5
E L E
V
.0
E L E
V
.3
E L E
V
.7
E L E
V
.0
E L E
V
.3
E L E
V
.8
E L E
V
.5
E L E
V
.4
GRADE = -6.64%
GRADE = -6.10%
GRADE = -5.76%
P V
C
.0
P V I .0
P V
T
.0
P V
C
.9
P V I .9
P V
T
.9
P V
C
.4
P V I .4
P V
T
.4
P V
C
.6
P V I .6
P V
T
.6
5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 e 0.01'
G2 -6.64%
G1-7.56%
L 20.00' e 0.01'
G2 -6.10%
G1-6.64%
L 20.00' e 0.01'
G2 -5.24%
G1-5.76%
L 20.00' e 0.01'
G2 -5.76%
G1-6.10%
L 20.00'
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:59:45 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CS302.dgn
CS302
HORIZONTAL SCALE: 1" = 20'
SCALE: 1" = 20'
P L
A N A
N D P
R O
F
T C
H L
IN
E S
H E
E T C
S
M A
T C
H L
IN
E S
H E
E T C
S
M .A
L S
A M
A N
M
A L S
A M
A N
T L
O N
D O
N
M A
T C
H L
IN
E S
H E
E T C
S
M A
T C
H L
IN
E S
H E
E T C
S
PROFILE CL_LUCAS PARK ROAD
PLAN CL_LUCAS PARK ROAD
LUCAS PARK ROAD
LUCAS PARK ROAD
H
M
IL
D E
N B
E R
G E
R
C S .d
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
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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
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
E L E
V
.0
E L E
V
.8
E L E
V
.0
E L E
V
.9
E L E
V
.9
GRADE = -5.24%
GRADE = -6.84%
P V
C
.6
P V I .6
P V
T
.6
P V I .4
16801680
10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 e -0.06'
G2 -6.84%
G1-5.24%
L 30.00'
0 1
1545 1545
5 1545
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:00:22 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CS303.dgn
CS303
HORIZONTAL SCALE: 1" = 20'
SCALE: 1" = 20'
P L
A N A
N D P
R O
F
T C
H L
IN
E S
H E
E T C
S
M A
T C
H L
IN
E S
H E
E T C
S
M .A
L S
A M
A N
M
A L S
A M
A N
T L
O N
D O
N
S T
A .4
P T
S T
A .5
P
C
LUCAS PARK ROAD
PLAN CL_LUCAS PARK ROAD
PROFILE CL_LUCAS PARK ROAD
H
M
IL
D E
N B
E R
G E
R
C S .d
EXSITING GROUND 6" TOP SOIL
4 IN AGGREGATE BASE COURSE
4 IN ASPHALT PAVEMENT
6 IN AGGREGATE SUB-BASE COURSE
DAYLIGHT DRAINS AT EXISTING GRADE
EXSITING GROUND
12'12'
10'
SLOPE @ %20 GRADE
3:1 (H:V) SLOPE
REFERENCE SPECS 31 00 00
BENCHING OF FILL SOILS INTO EXISTING EMBANKMENT IS REQUIRED.
EXSITING ROAD
PROPOSED ROAD
POSTIVE SLOPE
SELECT GRANULAR FILL
EXSITING GROUND
REFERENCE SPECS 31 00 00
BENCHING OF FILL SOILS INTO EXISTING EMBANKMENT IS REQUIRED.
PROPOSED ROAD
POSTIVE SLOPE
DAYLIGHT DRAINS AT EXISTING GRADE
6" TOP SOIL
SELECT GRANULAR FILL
4'
4'
6" ASSHTO #57 CHOKE STONE
6" ASSHTO #57 CHOKE STONE
MATCH EXISTING GRADE PROPOSED ROAD
SAWCUT AND TACK COAT
2'-0"
1'-0" 1'-0"
PRIME COAT
ADDITIONAL SUBBASE
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
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C T N
O
C H
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D B
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D R
A W
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IS
S
U E D
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E
B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
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T R
IC
T
E T
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T R
E E
T
K A
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A S C
IT
Y
M O
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A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISEDDS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:07:09 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CP100.dgn
S I
D
M
A L S
A M
2.00%
CP100
2.00%
E M
B A
N K
M E
N T T
Y P
IC
A L S
E C
T
IO
N
EAST WEST
:1
2:1
3:1
C2
B7
SCALE: NTS
SCALE: NTS
T L
O N
D O
N
M
A L S
A M
A N
STATION 3+79.85 TO STATION 12+33.40
E1
SCALE: NTS
2:1
E7
SCALE: NTS
3:1
3:1 1 :1
%20
TYPICAL SLOPE REPAIR WITH SAND DRAINS SECTION
' (A
P P
R O
X
IM
A T E D
E P
T H
(A
P P
R O
X
IM
A T
P T
H
SAND DRAINS TYPICAL CROSS SECTION (LUCAS PARK ROAD) FROM STA. 0+75.00 TO STA. 3+79.85 (LUCAS PARK ROAD) STATION 3+79.85 TO STATION 12+33.40
TYPICAL SLOPE REPAIR SECTION(LUCAS PARK ROAD)
CL LUCAS PARK ROAD
CL LUCAS PARK ROAD
CL LUCAS PARK ROAD
CL LUCAS PARK ROAD
WESTEAST
WESTEAST
ADDITIONAL 24 INCHES OF SUBBASE AND BASE MATERIALS ON EACH SIDE OF THE ROAD ARE NOT SHOWN IN DRAWINGS. SEE SPECS FOR MORE DETAILS.2.
CONSTRUCT SECTION AND PREPARE SUBGRADE AS REQUIRED IN SPECIFICATIONS.1.
NOTES:
CL LUCAS PARK ROAD
:1
REFERENCE CP100 C2 FOR NEW PAVEMENT DETAILS. REFERENCE SPECS FOR SUBBASE AND BASE OVERBUILD REQUIREMENTS. 4.
REFERENCE CROSS-SECTION FOR SAND DRAINS THICKNESS.3.
MATERIALS FOR SAND DRAINS SHALL BE FURNISHED BY CONTRACTOR.2.
THIS MAY REQUIRE INCIDENTAL EARTHWORK, REFERENCE SAND DRAINS CROSS SECTION SHEETS FOR EXACT CONSTRUCTIONS DETAILS.
SAND DRAINS TO DAYLIGHT AT EXISTING GRADE.1.
NOTES:
REFERENCE CP100 C2 FOR NEW PAVEMENT DETAILS.REFERENCE SPECS FOR SUBBASE AND BASE OVERBUILD REQUIREMENTS. 3.
MATERIALS FOR SAND DRAINS SHALL BE FURNISHED BY CONTRACTOR.2.
THIS MAY REQUIRE INCIDENTAL EARTHWORK, REFERENCE SAND DRAINS CROSS SECTION SHEETS FOR EXACT CONSTRUCTIONS DETAILS.
SAND DRAINS TO DAYLIGHT AT EXISTING GRADE.1.
NOTES:
12'2'
A2
SCALE: NTS
NEW ASPHALT - EXISTING ASPHALT
NEW BASE COURSE
NEW SUBBASE COURSE
EXISTING SUBGRADE
EXISTING ASPHALT
EXISTING BASE COURSE
NEW ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT
NEW ASPHALT CONCRETE
NEW ASPHALT CONCRETE
EXISTING SUBGRADE
H .M
IL
D
E N
B E
R G
E R
PAVEMENT SECTION (LUCAS PARK ROAD) FROM STA. 0+00.00 TO STA. 12+33.40
C P .d
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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IP
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N
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S
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D B
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D A
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C O
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D B
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D R
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N B
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S
U E D
A T
E
B
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D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
W
D Q -1
-B -1
S E
E C
O V
E R S
H E
E T
L U
C A
S P
A R
K R
O
N S
A S C
IT
Y D
IS
T R
IC
T
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y
M O
D R
A W
IN
G C
O D
E
F
IL
E N
A M
E
W
IL
S O
N L
A K
E
K A
N S
A S
A P
R
IL
AS ADVERTISED
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg1:09:23 PM 4/25/2019
...\Projects\ \ \CAD_BIM\_Sheets\475559_CG100.dgn
S I
D
M
A L S
A M
W
S O
N L
A K
E
K A
N S
A S
CG100
EXI
STI
N G R
AD
100' 200'0
PLAN
T L
O N
D O
N
M
A L S
A M
A N
SAND DRAINS
SAND DRAINS
S L
O P
E R
E P
IR
R
A D
IN
G P
L
LU
A S P
A R
K R
O A D
L U
C A
S P
A R
K R
O A
D
H .M
IL
D
E N
B E
R G
E R
C G
.d g n
CP100
E7
CP100
E7
CP100
B7
CP100
B7
CP100
E1
CP100
E1
| 475559_G001 |
| 475559_G002 |
| 475559_G-003 |
| 475559_G004 |
| 475559_C100 |
| 475559_V100 |
| 475559_CD100 |
| 475559_CS100 |
| 475559_CS101 |
| 475559_CS301 |
| 475559_CS302 |
| 475559_CS303 |
| 475559_CP100 |
| 475559_CG100 |
| 475559_CS304 |
| 475559_CS305 |
| 475559_CS306 |
| 475559_CS307 |
| 475559_CS308 |
| 475559_CS309 |
| 475559_CS310 |
| 475559_CS311 |
| 475559_CS312 |
File details come from the government source that posted it.