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G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
RO
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WA
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DE
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GN
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Date: 04-J
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User: dor13017
File: 10003e00.dgn
Scale: 1:100
INSIDE EDGE
OUTSIDE EDGE
NO
RM
AL
CR
OW
N
NO
RM
AL
CR
OW
N
RE
VE
RS
E
CR
OW
N
RE
VE
RS
E
CR
OW
N
FU
LL
SU
PE
R
FU
LL
SU
PE
R
2%
2%
2%
2%
2%
2%
ee
ee
RE
MO
VE
D
AD
VE
RS
E
CR
OW
N
SLOPERELATIVE
SLOPE
RELATIVE
SLOPERELATIVE
SLOPE
RELATIVE
RE
MO
VE
D
AD
VE
RS
E
CR
OW
N
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
STATION
CROWN
NORMAL
STATION
CROWN
REVERSE
STATION
SUPER
FULL
SUPERELEVATION
CURVE
OF
RADIUS
*
*
*
*
*
*
*
SLOPE
RELATIVE
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
e %
SUPERELEVATION
STATION
REMOVED
CROWN
ADVERSE
< PROFILE GRADE
FOR DETAILS NOT SHOWN SEE PLAN ___-R_
SUPERELEVATION DIAGRAM
P.I. STATION
STATION
CROWN
NORMAL
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
STATION
REMOVED
CROWN
ADVERSE
STATION
SUPER
FULL
STATION
CROWN
REVERSE
PC
ST
A
PT
ST
A
P.C. STATION P.T. STATION
*
STATION TO STATION(TONS)
QUANTITYTYPE
SUPERELEVATION CORRECTION
DEPTH
CORRECTION
MAXIMUM "X"
CORRECTION
FOR SUPERELEVATION
"X" WEDGE COURSE
SURFACE
PROPOSED ROADWAY
CLASS *
*" COLD MILLING,
GRADE
EXISTING PROFILE
STA. ___+__ TO STA. ___+__
*"
3:1
*'-*" *'-*"
FOR INFORMATION ONLY
* - * *
*
*
*
NEEDED
IF NOT
PORTION
DELETE THIS
CL
WEDGE COURSE FOR SUPERELEVATION CORRECTION
SH
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G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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WA
Y
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mputer:
ND
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GN147
Date: 04-J
AN-
2018 11:58
User: dor13017
File: 30103e00.dgn
Scale: 1:100
SH
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OF 2 30103e00
NEW
STEP II - MILL 2" ` 2'-0"
LC
LC
LC
LC
LC
JOINT SEALANT
JOINT FILLER
EXPANSION
1" PREFORMED
SLOPE 2%
‚" R ‚" R
JOINT SEALANT
JOINT FILLER
EXPANSION
1" PREFORMED
MEDIAN 3'-0" MIN.
SLOPE 2%
MEDIAN 3'-0" MIN.
1'-0" 1'-0"
SLOPE 2% SLOPE 2%
MEDIAN 3'-0" MIN.
2'-0"
SLOPE 2%
2'-0"
MEDIAN 3'-0" MIN.
1'-0" 1'-0"
SLOPE 2%
JOINT SEALANT
JOINT FILLER
EXPANSION
1" PREFORMED
TIE BAR
NON-PERFORATED BLACK FELT
BOND BREAKER 30 LBS.
TIE BAR
TIE BAREPOXY ADHESIVETIE BAR
JOINT THE CURB TO MATCH THE PAVEMENT JOINTS.
TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8'-0".
GREATER.
LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS 16'-0" OR
SURFACING AT INTERVALS OF NOT MORE THAN 49'-0".
ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WIDTH OF THE MEDIAN
BEFORE IT IS COVERED WITH NEW CONCRETE.
d. THE EPOXY APPLICATION RATE SHALL BE LIMITED SO THE EPOXY ADHESIVE DOES NOT BECOME DRY
EPOXY.
WITH A BRUSH. TRANSVERSE AND LONGITUDINAL JOINTS AND CRACKS SHALL NOT BE COATED WITH
c. THE EPOXY ADHESIVE SHALL BE APPLIED TO THE VERTICAL AND HORIZONTAL FACES OF THE REPAIR
APPROVED PRODUCTS LIST, JUST BEFORE PLACING THE NEW CONCRETE.
b. THE CLEAN, DRY SURFACE SHALL BE COATED WITH GRADE 2 EPOXY ADHESIVE FROM THE NDOR
DEBRIS AND SHALL BE MAINTAINED IN A DRY AND CLEAN CONDITION BEFORE APPLYING EPOXY.
8.a. THE SURFACE OF THE MILLED CONCRETE SHALL BE FREE FROM LOOSE CONCRETE, SAND, AND OTHER
PARAGRAPHS 8.a., b., c. AND d. OF SUBSECTION 605.04 ARE VOID AND SUPERCEDED BY THE FOLLOWING:
VARIES
LONGITUDINAL BAR
LOCATIONS: 3" MIN, 6" MAX.
LONGITUDINAL BAR GAPPED AT CONTRACTION JOINT
5'-0" CENTERS TO BE DRILLED AND GROUT AND #4
STEP III - BUILD CURB, WITH #5 ` 8" TIE BAR AT
CONCRETE CURB
PLAN 301, INTEGRAL
REFER TO STANDARD
STEP I - BUILD TRAFFIC LANE (FULL DEPTH)
STEP IV - BUILD MEDIAN SURFACING ON EXISTING SURFACE
CONCRETE MEDIAN SURFACING
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
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Date: 04-J
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File: 30103e00.dgn
Scale: 1:100
PLAN
SECTION B-B
SECTION C-C SECTION D-D
PLAN SECTION A-A
C
D
DC
AA
B
B
LENGTH AS SHOWN ON PLANS
VA
RIE
S
FOR SIGN POST
6" OPENING
TY
P.
2'-
0"
TY
P.
2'-
0"
EXISTING CONCRETE PAVEMENT IS TO BE REMOVED TO BUILD CONCRETE ISLAND NOSE.
NOTE:
FOR SIGN POST
6" OPENING
VA
RIE
S
1'-6"
R VARI
ABLE
1'-6"
JOINT SEALANT
T1'-
0"
R VARI
ABLE
1'-6"
TOP OF SLAB CONCRETE PAVEMENT
CONCRETE ISLAND NOSEJOINT SEALANT
1'-6"
4'-0" MIN.
4'-0" MIN.
6'-0" MIN. FOR 4" CURB
8'-0" MIN. FOR 6" CURB
W/JOINT SEALANT
EXPANSION JOINT FILLER
1" PREFORMED
4'-0" MIN.
EXPANSION JOINT FILLER
1" PREFORMED
6"
EXPANSION JOINT FILLER
1" PREFORMED
W/JOINT SEALANT
EXPANSION JOINT FILLER
1" PREFORMED
4'-0" MIN.
END OF MEDIAN ISLAND
MEDIAN SURFACING
MEDIAN SURFACING
CONCRETE ISLAND NOSE FOR RETROFIT
SH
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G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
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Date: 04-J
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User: dor13017
File: 40003e00.dgn
Scale: 1:100
< ROADWAY
2:1
(SHOWN 3:1)EXISTING EMBANKMENT
MINIMUM CULVERT BACKFILL
FOR TRAFFIC
BACKFILL
MINIMUM
CULVERT
SHOULDER
WAY
TRAVELED
LC
2:1
10:1
2:1 2:1
6:1 6:1
10:1
3:1 3:1
TRAVELED WAY
3:1
MINIMUM BACKFILL FOR TRAFFIC
C
C
B
B
A
A
WAY
TRAVELED
LC
WAY
TRAVELED
LC
NEW BOX CULVERT NEW WINGWALL
FOR TRAFFIC
MINIMUM BACKFILL
SECTION A-A
SECTION B-B
SECTION C-C
ISOMETRIC VIEW
2:1 2:1
EXISTING EMBANKMENT
EXISTING BOX CULVERT
10:1
10:1
3:1
3:1
EXISTING EMBANKMENT
EXISTING EMBANKMENT
FOR TRAFFIC
MINIMUM BACKFILL
OF CULVERT
• HEIGHT
(3' SHOWN)
MINIMUM BACKFILL FOR TRAFFIC
15'
15'
15'
15'
5' 5'
2'
OF CULVERT
• HEIGHT
3:1
FOR TRAFFIC
MINIMUM BACKFILL
OF CULVERT
• HEIGHT
BACKFILL
MINIMUM CULVERT
BACKFILL
MINIMUM CULVERT
1'
EXISTING WINGWALL REMOVED
EXISTING WINGWALL REMOVED
EXISTING WINGWALL REMOVED
*
1'*
1'*
*
COVER AS DETERMINED BY THE CONTRACTOR.
OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER
OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE
A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP
TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE
SECTION 702 FOR MORE INFORMATION.
REFER TO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
NOTE:
SH
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G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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User: dor13017
File: 43003e00.dgn
Scale: 1:100
THIS PLAN IS DRAWN AT 100 SCALE.
VA
RIE
S (6:1
SL
OP
ES)
EDGE OF PAVEMENT
PLAN
PIPE UNDERDRAIN
4" PERFORATEDPIPE UNDERDRAIN
4" PERFORATED
(REMOVABLE DRAIN COVER)
PIPE SCREEN
PLAN VIEW OF PIPE UNDERDRAIN OUTLET
3'-0" RADIUS MIN. 3'-0" RADIUS MIN.
(REMOVABLE DRAIN COVER)
PIPE SCREEN
UNDERDRAIN (RIGID)
4'' NON-PERFORATED PIPE
6"
DELINEATOR POST
6"6"
VA
RIE
S
STATION TO STATION
BUILD 4" PIPE UNDERDRAIN
SIDE
*
DESCRIPTION
**
* **
LIN. FT.
PERFORATED
LIN. FT.
NONPERFORATED
* *
* *
SH
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OF 4 4300-
3-
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TO PIPE OUTLET.
BACKFILL MATERIAL EXTENDS
WITH FORESLOPE. GRANULAR
PRIOR TO INTERSECTION
FILTER FABRIC ENDS 1 FT.
GRANULAR BACKFILL MATERIAL
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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User: dor13017
File: 43003e00.dgn
Scale: 1:100
PIPE UNDERDRAIN DETAIL
12"
BACK OF CURB
FABRIC 12"
OVERLAP FILTER4
12
7
5
3
BO
TT
OM
OF
PA
VE
ME
NT
12"
MI
NI
MU
M
FR
OM
THIS PLAN IS DRAWN AT 100 SCALE. (use in rural areas)
PIPE UNDERDRAIN OUTLET
SEE SECTIONS BELOW
DELINEATOR POST
TRAVELED WAY
1:6
2% TO 5%
SURFACE SHOULDER
<
6
3
12
5
FILTER FABRIC
LIMIT OF
DRAIN COVER)
(REMOVABLE
PIPE SCREEN
12"
OVERLAP FILTER FABRIC 12"
SECTION OF PIPE UNDERDRAIN OUTLET
12"
45
3
8
6
BO
TT
OM
OF
PA
VE
ME
NT
12"
MI
NI
MU
M
FR
OM
SH
EE
T 2
OF 4 4300-
3-
E-
00
MATERIAL TO FORESLOPE
EXTEND GRANULAR BACKFILL
1
2
3
4
SUBGRADE PREPARATION
GRANULAR BACKFILL MATERIAL (SUBSIDIARY)
4'' PERFORATED PIPE UNDERDRAIN
4'' NON-PERFORATED PIPE UNDERDRAIN (RIGID)
FOUNDATION COURSE
FILTER FABRIC (SUBSIDIARY)
CONCRETE PAVEMENT
8 COHESIVE SOIL
PRIOR TO CONSTRUCTING PIPE UNDERDRAINS.
SHOULDER CONSTRUCTION TO BE PERFORMED
NOTE:
5
6
7
12
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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User: dor13017
File: 43003e00.dgn
Scale: 1:100
PIPE UNDERDRAIN
PIPE UNDERDRAIN< MEDIAN
3' R. MIN.
3' R. MIN.
MEDIAN INLET
PLAN
''INLET END''
''OUTLET END''
MEDIAN INLET
(REMOVABLE DRAIN COVER)
PIPE SCREEN
FL
OW
< PROJECT
DETAILS OF PIPE UNDERDRAIN PLACEMENT
FOUNDATION COURSE
FILTER FABRIC
SECTION
PIPE UNDERDRAIN
4'' PERFORATED
BO
TT
OM
OF
PA
VE
ME
NT
12"
MI
NI
MU
M
FR
OM
12"
PIPE UNDERDRAIN
MEDIAN INLET
PIPE UNDERDRAIN
PLAN
< MEDIAN
3' R. MIN.
3' R. MIN.
CONCRETE BARRIER
''OUTLET END''
''INLET END''
FL
OW
OR CAP
REMOVABLE PLUG
WATER TIGHT
(REMOVABLE DRAIN COVER)
PIPE SCREEN
OR CAP
REMOVABLE PLUG
WATER TIGHT
THIS PLAN IS DRAWN AT 100 SCALE. (use in interstate)
< PROJECT
TRANSVERSE PIPE
SECTION
FOUNDATION COURSEMEDIAN INLET
2% MIN.DRAIN COVER
INLET WITH REMOVABLE
PIPE UNDERDRAIN
4'' PERFORATED
REMOVABLE DRAIN COVER
OUTLET/PIPE SCREEN WITH
FABRIC
FILTERLONGITUDINAL PIPE
TO MEDIAN INLETS & GRATE INLETS
DETAILS OF PIPE UNDERDRAIN CONNECTION
12"
BOTTOM OF PAVEMENT
12" MINIMUM FROM
SH
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OF 4 4300-
3-
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BO
TT
OM
OF
PA
VE
ME
NT
12"
MI
NI
MU
M
FR
OM
12''
MATERIAL
BACKFILL
GRANULAR
FILTER FABRIC
NOISE BARRIER WALL
SECTION
BARRIER
CONCRETE
COURSE
FOUNDATION
TYPE, PVC
PIPE UNDERDRAIN
4'' PERFORATED
MATERIAL
GRANULAR BACKFILL
MATERIAL
GRANULAR BACKFILL
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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GN147
Date: 04-J
AN-
2018 11:58
User: dor13017
File: 43003e00.dgn
Scale: 1:100
PIPE UNDERDRAIN DETAIL
BACK OF CURB
FABRIC 12"
OVERLAP FILTER34
12
7
5
BO
TT
OM
OF
PA
VE
ME
NT
12"
MI
NI
MU
M
FR
OM 12"
SECTION A-A
BACK OF CURBOUTLET PIPE
WALL FOR PIPE UNDERDRAIN
6" PVC PIPE SLEEVE AT INLET
UNDERDRAIN TRENCH
FLOW LINE MATCHES PIPE
BACK OF CURB
PLAN (SAG CONDITION)
DETAIL OF PIPE UNDERDRAIN AT INLET
PLAN (ON GRADE)
INLET
FLOWFLOW
AROUND 4" DRAIN PIPE
PACK NON-SHRINK GROUT
BACK OF CURB
BACK OF CURB
A
A
A
A
FLOW
INLET
5
BACK OF CURB
FLOW
5
5
INLET WALL
6" PVC PIPE SLEEVE
5
DESIGN TO REVIEW OPTIONS.
IS POSSIBLE, CONTACT PAVEMENT
WHERE BACK FLOW INTO PIPE UNDER DRAWS
IN URBAN SETTINGS WITH FLAT TOPOGRAPHY
OR CAP
REMOVABLE PLUG
WATER TIGHT
(REMOVABLE DRAIN COVER)
PIPE SCREEN
THIS PLAN IS DRAWN AT 100 SCALE. (use in urban areas)
(REMOVABLE DRAIN COVER)
PIPE SCREEN(REMOVABLE DRAIN COVER)
PIPE SCREEN
DRAIN COVER)
(REMOVABLE
PIPE SCREEN
SH
EE
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OF 4 4300-
3-
E-
00
GRANULAR BACKFILL MATERIAL (SUBSIDIARY)
6
8 COHESIVE SOIL
1
2
3
4
5
7 CONCRETE PAVEMENT
4" NON-PERFORATED PIPE UNDERDRAIN (RIGID)
FILTER FABRIC (SUBSIDIARY)
4" PERFORATED PIPE UNDERDRAIN
FOUNDATION COURSE
SUBGRADE PREPARATION
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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User: dor13017
File: 43103e00.dgn
Scale: 1:100
View 1 - NEW CONSTRUCTION
6:1
<
SURFACED SHOULDERTRAVELED WAY
2"
MI
N.
GRANULAR SUB-DRAIN DETAILS
23
SECTION A-A
18" MIN.
TRAVELED WAY SURFACED SHOULDER
GRANULAR SUB-DRAIN DETAILS
MI
N.
18"
3
4%
STATION TO STATION EACH
* ** - *
BUILD GRANULAR SUB-DRAIN
SIDE
*
SPACING
THIS PLAN IS DRAWN AT 100 SCALE.
2%
A
A
GRANULAR SUB-DRAINS SHALL BE BUILT PERPENDICULAR TO THE CENTER LINE.
THE GRADE IS 1% OR OVER AND AT INTERVALS OF 100 FT. ON GRADES UNDER 1%.
GRANULAR SUB-DRAINS SHALL BE CONSTRUCTED AT INTERVALS OF 200'-0" WHERE
SHOULDERING & EARTH WORK IS COMPLETED AND PRIOR TO SEEDING.
GRANULAR SUB-DRAIN SHALL BE INSTALLED AFTER ALL
THE GRANULAR SUB-DRAIN SHALL BE CONSTRUCTED WITH POSITIVE DRAINAGE.
CONSTRUCTION NOTES:
3'-0"1
PREPARATION
COURSE & SUBGRADE
LIMITS OF FOUNDATION
SH
EE
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3-
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FOUNDATION COURSE
1
2
3
SUBGRADE PREPARATION
GRANULAR BACKFILL MATERIAL (SUBSIDIARY)
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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User: dor13017
File: 43103e00.dgn
Scale: 1:100
View 2 - RETROFIT
6:1
<
SURFACED SHOULDERTRAVELED WAY
2"
MI
N.
1
4%
TRAVELED WAY
SURFACED SHOULDER
GRANULAR SUB-DRAIN DETAILS
MI
N.
18"
CUT LINE REMOVE AND PATCH
SECTION A-A
3
23
STATION TO STATION EACH
* ** - *
BUILD GRANULAR SUB-DRAIN
SIDE
*
SPACING
THIS PLAN IS DRAWN AT 100 SCALE.
2%
18" MIN.
A
A
GRANULAR SUB-DRAINS SHALL BE BUILT PERPENDICULAR TO THE CENTER LINE.
THE GRADE IS 1% OR OVER AND AT INTERVALS OF 100 FT. ON GRADES UNDER 1%.
GRANULAR SUB-DRAINS SHALL BE CONSTRUCTED AT INTERVALS OF 200 FT. WHERE
SHOULDERING & EARTH WORK IS COMPLETED AND PRIOR TO SEEDING.
GRANULAR SUB-DRAIN SHALL BE INSTALLED AFTER ALL
THE GRANULAR SUB-DRAIN SHALL BE CONSTRUCTED WITH POSITIVE DRAINAGE.
CONSTRUCTION NOTES:
3'-0"
PREPARATION
EXISTING SUBGRADE
FOUNDATION COURSE &
LIMITS OF EXISTING
SH
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FOUNDATION COURSE
1
2
3
SUBGRADE PREPARATION
GRANULAR BACKFILL MATERIAL (SUBSIDIARY)
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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File: 43353e02.dgn
Scale: 1:100
BRIDGE INLET BEHIND GUARDRAIL FOR CREST CONDITION
SH
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APPROACH SLAB DRAINAGE INLETSSECTION A-A
SUBGRADE PREPARATION
2%
UNDER GUARDRAIL
5" MIN. SURFACING
EXISTING PAVING SECTION
4%
1'-0"
1'-6"
5'-4"
3"9"
3" ASPHALT CURB
2'-0"
SECTION A-A
SUBGRADE PREPARATION
2%
EXISTING PAVING SECTION
4%
2'-0"
4" SLOPING CONCRETE CURB
1'-0"
1'-6" 1'-0"
5'-4"
UNDER GUARDRAIL
5" MIN. SURFACING
5" S
URFACING
CONCRETE OR
ASPHALT
TYPICALLY
19'-
3"
TO CONCRETE FOR INLET
8" MIN. FROM BACK OF POST
GRATE
SEE PLANS 740 AND 743
AND BACKFILLING OF POSTS.
FOR POST LOCATION, BLOCKOUT
FLOW HEADING AWAY FROM STRUCTURE
ROADWAY PROFILE IN CREST WITH
4" SLOPING CONCRETE CURB
AA
AS
PH
AL
T
AS
PH
AL
T
AS
PH
AL
T
CO
NC
RE
TE
FL
OW
FL
OW
IMPACT GUARDRAIL POSTS
CENTER CROSS PIPE TO NOT
4" SLOPING CONCRETE CURB
CULVERT PIPE
2'-0" GRADING LINE
CROSS PIPE SPACING
3" ASPHALT CURB
2'-0" GRADING LINE
FLOW
G E N E R A L I N F O R M A T I O NPROJECT NO. SHEET NO.
C.N.
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Date: 04-J
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File: 43353e02.dgn
Scale: 1:100
BRIDGE INLET BEHIND GUARDRAIL FOR SAG CONDITION
SH
EE
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OF 2 4335-
3-
E-
02
APPROACH SLAB DRAINAGE INLETS
SECTION A-A
SUBGRADE PREPARATION
2%
UNDER GUARDRAIL
5" MIN. SURFACING
EXISTING PAVING SECTION
4%
1'-0"
1'-2"
5'-0"
3"9"
3" ASPHALT CURB
2'-0"
SECTION A-A
SUBGRADE PREPARATION
2%
EXISTING PAVING SECTION
4%
2'-0"
4" SLOPING CONCRETE CURB
1'-0"
1'-2" 1'-0"
5'-0"
UNDER GUARDRAIL
5" MIN. SURFACING
FLOW HEADING TOWARDS STRUCTURE
ROADWAY PROFILE IN SAG WITH
SEE PLANS 740 AND 743
AND BACKFILLING OF POSTS.
FOR POST LOCATION, BLOCKOUT
FLOW
4" SLOPING CONCRETE CURB
TO CONCRETE FOR INLET
8" MIN. FROM BACK OF POST
5" S
URFACING
CONCRETE OR
ASPHALT
TYPICALLY
21'-
0"
GRATE
CROSS PIPE SPACING
CULVERT PIPE
4" SLOPING CONCRETE CURB
2'-0" GRADING LINE
AS
PH
AL
T
AS
PH
AL
TC
ON
CR
ET
EF
LO
W
FL
OW
IMPACT GUARDRAIL POSTS
CENTER CROSS PIPE TO NOT
AS
PH
AL
T
3" ASPHALT CURB
AA
2'-0" GRADING LINE
G E N E R A L I N F O R M A T I O NS
HE
ET 1
OF 1 5000-
3-
E-
00
PROJECT NO. SHEET NO.
C.N.
RO
AD
WA
Y
DE
SI
GN
DI
VISI
ON
Co
mputer:
ND
OT
DE
SI
GN147
Date: 04-J
AN-
2018 11:58
User: dor13017
File: 50003e00.dgn
Scale: 1:100
E-7458
TenHulzen
Philip C.
P
RO
FE
S
IONAL CIVIL
E
NGI
NE
ER
S
T
AT
E OF NEBRAS
KA
S
CONTOUR CULTIVATION
OR HINGE POINT
TOP OF DISTURBED AREA
AREA OF CULTIVATION
10'
8' TO 12'
25'
FORESLOPE OR BACKSLOPE
AREA OF CULTIVATION
8' TO 12'
3:1 OR STEEPER
25'
DITCH OR TOE SLOPE
6:1
THAT WILL SIT AND WAIT FOR THE FINISH GRADING FOR SEVERAL WEEKS.
ANY SLOPE SLATED TO BE CULTIVATED. THIS CAN BE DONE ON ROUGH GRADED SLOPES
THIS WORK SHALL BE DONE AS SOON AS THE FINISH GRADE IS ESTABLISHED FOR
AS SHOWN ON THE PLANS BY THE ENGINEER.
THE CULTIVATED STRIPS SHALL BE DONE ON A SPACING OF 25' ON CENTER AND
DEPTH OF THREE (3) TO FOUR (4) INCHES DEEP.
8' TO 12' WIDE CULTIVATION STRIPS. THESE AREAS SHALL BE TILLED TO A
A FIELD CULTIVATOR SHALL BE USED TO PRODUCE PARALLEL, ON THE CONTOUR,
NOTES:
