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Cold Storage
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C_TTL_0191592.dwg
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PROJECT LOCATION
HASTINGS, NEBRASKA
HEDC TRAIL RIDGE SUBDIVISION
STREET IMPROVEMENT DISTRICT 2019-4
HASTINGS, NEBRASKA
2020
SHEET INDEX
LEGEND
SHEET
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MMR
2019-1592
12-11-2019
NDOT STANDARD PLANS
GENERAL NOTES
BID SECTION "D" ESTIMATED SUMMARY OF QUANTITIES
LAUX DRIVE PAVING IMPROVEMENTS
BID SECTION "E" ESTIMATED SUMMARY OF QUANTITIES
33RD STREET PAVING IMPROVEMENTS
BID SECTION "D" ALTERNATE BID ESTIMATED SUMMARY OF QUANTITIES
LAUX DRIVE PAVING IMPROVEMENTS
BID SECTION "E" ALTERNATE BID ESTIMATED SUMMARY OF QUANTITIES
33RD STREET PAVING IMPROVEMENTS
GE
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2019-1592
12-11-2019
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JSB
JSB
MMR
2019-1592
12-11-2019
LAUX DRIVE ALIGNMENT CONTROL
33RD STREET ALIGNMENT CONTROL
BENCHMARKS
HO
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MMR
2019-1592
12-11-2019
RITTENHOUSE STR
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JSB
MMR
2019-1592
12-11-2019
33RD STREET
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12-11-2019
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12-11-2019
33RD STREET
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33RD STREET
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12-11-2019
33RD STREET
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12-11-2019
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12-11-2019
33RD STREET
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12-11-2019
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12-11-2019
EAST LAUX DRIVE
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12-11-2019
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12-11-2019
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12-11-2019
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12-11-2019
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12-11-2019
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12-11-2019
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12-11-2019
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12-11-2019
TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS
TABLE 2, MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft
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C_XSC_0191592.dwg
X23
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
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e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
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t
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:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
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l
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:
3
0
3
0
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3
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n
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c
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2
0
0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
MEDIAN CROSSING
FLOW LINE OF GUTTER
4
'
-0"
M
IN
.
REMOVED AND REPLACED IN LIEU OF MILLING.
COMBINATION CONCRETE CURB AND GUTTER MAY BE
NOTE:
1'-0"
DETECTABLE WARNING PANELS
MARCH 22, 2010
5
1
CURB RAMPS
STANDARD PLAN NO. 303-R3
2
'
-
0
"
T
R
A
V
E
L
D
I
R
E
C
T
I
O
N
O
F
TYPICAL RAMP PROFILE
PLACEMENT DETAIL
DETECTABLE WARNING PANEL
2'
-
0
"
WARNING PANEL IS PLACED
NO DETECTABLE
IF LESS THAN 6'-0"
4'-0" MIN.
1.5%
1.5%
JOINT SEALANT
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
SEE NOTE 4
4'-0" TURNING SPACE
O
B
S
T
A
C
L
E
TO THIS LINE
REMOVE CONCRETE CURB
CURB DETAIL
MATCH RAMP SLOPE (1.5% TYP. 8.3% MAX.)
EXTENSION OF SHOULDER SLOPE
EXPANSION JOINT FILLER WITH JOINT SEALANT
INDICATES •" (MAX.) PREFORMED
BROOMED SURFACE
4'-0" MIN.
8" DEPTH
2'-0"
TYP.
1'-0"
4
"
1.5% TYP. (8.3% MAX.)
1.5% TYP. (8.3% MAX.)
CROSSWALK
B
A
C
K
O
F
C
U
R
B
2
"
M
A
X
.
F
R
O
M
O
F
C
U
R
B
F
R
O
M
B
A
C
K
5
'
-
0
"
M
A
X
.
8.3% MAX.
GUTTER LINE
4% (TYP.)
TRANSITIONRAMPTRANSITIONRAMPTRANSITION
MATCH EXISTING
GUTTER PROFILE DETAIL
BEVELING DETAIL
2
1
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
LEGEND
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
2% TYP.*
2% TYP.*
WITHOUT STOPPING (INCLUDING TRAFFIC SIGNALS).
WHERE TRAFFIC CONTINUES THROUGH THE CROSSWALK
2% PREFERRED WHERE TRAFFIC STOPS, UP TO 5% ALLOWED *
‚
"
O
R
L
E
S
S
‚
"
-
•
"
NEW EXISTING EXISTINGNEW
NO BEVELING BEVEL AS REQUIRED
SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST SWING
AND SHEET 1 NOTE 3
SEE PLACEMENT DETAIL
DETECTABLE WARNING PANEL
15'-0" MAXIMUM
6'-0" TYP. (5" RISE)
R2
R1
OCT 14
FEB 13
CHANGE PM TO ROADWAY DESIGN ENGINEER
ALL OF PLAN REWORKED (PROWAG)
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
2.0% MAX. SLOPE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
SLOPE LEGEND
OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS)
CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT
AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER.
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
DETECTABLE WARNING PANEL
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
R3 JAN 18 NDOR BORDER TO NDOT BORDER
SIDEWALK EDGE WHERE IT DOES NOT MEET THE NEW WITHIN ‚", THIS WORK IS SUBSIDIARY.
FULL WIDTH OF THE NEW SIDEWALK, ON 2% MAXIMUM CROSS SLOPE AND BEVEL THE EXISTING
THE SIDEWALK PANEL ABUTTING THE EXISTING SIDEWALK (WHICH MAY NOT BE 2% SLOPE): BUILD
GUIDELINES IS REQUIRED.
WHEN EXISTING SIDEWALK DOES NOT MEET THE 2% CROSS SLOPE, BEVELING TO MEET PROPOSED
SHOULDER SLOPE
PROPOSED GUTTERLINE
EXISTING GUTTERLINE
MATCH EXISTING
PAYMENT IS MADE.
TO OTHER ITEMS OF WORK FOR WHICH DIRECT
DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY
OF NEW OR EXISTING CURB WILL NOT BE PAID FOR
"CONCRETE BIKEWAY". THE WORK OF MODIFICATION
SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR
BE INCLUDED IN THE QUANTITIES FOR "CONCRETE
THE WORK OF CONSTRUCTING CURB RAMPS SHALL5.
DIRECTION.
REST. THE SLOPE SHALL BE 2% MAXIMUM IN ANY
RETAINING WALL FOR SWING OF WHEELCHAIR FOOT
1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR
OF 4 FT. ` 4 FT. AND SHALL BE A MINIMUM OF
TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS4.
DETECTABLE WARNING PANELS.
NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE
TRAVERSABLE CURB.
PANELS SHALL EXTEND THE FULL LENGTH OF THE
OF THE RAMP. TYPE C RAMP; DETECTABLE WARNING
DIRECTION OF PEDESTRIAN TRAVEL FOR THE WIDTH
VISUALLY AND EXTEND 2 FT. MINIMUM IN THE
DETECTABLE WARNING PANELS SHALL CONTRAST3.
CHANGES.
ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE
CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE2.
CURB RAMP.
BROOMED PERPENDICULAR TO THE SLOPE OF THE
THE SURFACE OF ALL CURB RAMPS SHALL BE1.
NOTES:
TO THIS LINE
REMOVE CONCRETE
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
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I
O
N
C
o
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r
:
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O
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1
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REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
MARCH 22, 2010
2
5
CURB RAMPS
ISOMETRIC VIEW
ISOMETRIC VIEW
CONCRETE
STANDARD PLAN NO. 303-R3
SECTION A-A
TYPE A CROSS SECTION
8.3% MAX SLOPE
1.5%
1.5%
JOINT SEALANT
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
TYP.
1'-0"
TYPE B PLAN
BROOMED SURFACE
8" DEPTH
2'-0"
SECTION A-A
TYPE B CROSS SECTION
6
"
(TYP.)
1'-0"
1.5%
JOINT SEALANT
8" DEPTH
2'-0"
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
AS NECESSARY
CURB OR WALL
CROSSWALK
A
A
M I N .
4
'-
0
"
V A R I
E
S
VARIES MIN.4'-0"
CROSSWALK
CONCRETE
MATCH EXISTING
W
A A
CROSSWALK
(ADJACENT TO CONCRETE)
FLARE OPTION
ON ADJACENT MATERIAL
SELECT TAPER/FLARE BASED
MATCH EXISTING MATERIAL
CROSSWALK
(ADJACENT TO NON-CONCRETE)
1'-0" TAPER OPTION
W
GUTTER LINE
TURF (USE CURBS)
CONCRETE (USE FLARES)
CONCRETE (USE FLARES)
VERTICAL OBSTACLE
R2 = RAMP WIDTH (5'-0" MIN.) WITH
R1 = RAMP WIDTH (4'-0" MIN.)
W = WIDTH OF SIDEWALK (5'-0" TYP.)
VERTICAL OBSTACLE
R2 = RAMP WIDTH (5'-0" MIN.) WITH
R1 = RAMP WIDTH (4'-0" MIN.)
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R1
R
1
R
2
W
GUTTER LINE
GUTTER LINE
AS NECESSARY
CURB OR WALL
GUTTER LINE
CROSSWALK
CROSSWALK
CROSSWALK CROSSWALK
4
"
TYPE A PLAN
TURF (USE CURBS)
CURB TRANSITION
(SHEET 1)
SEE NOTE 4
TURNING SPACE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
LEGEND
RAMP FLARE
BROOMED CURB RAMP WHEN 5% TO 8.3%
EXISTING
E
X
I
S
T
I
N
G
SEE BEVELING DETAIL SHEET 1
EXISTING
E
X I
S
T
I
N G
EXISTING EXISTING
SEE SHEET 1 NOTE 4
FOOT REST SWING
SEE SHEET 1 NOTE 4
TURNING SPACE
SEE SHEET 1 NOTE 4
TURNING SPACE
SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4
4'-0" TURNING SPACE
SEE SHEET 1 NOTE 4
TURNING SPACE
BIKE PATH/TRAIL. SEE SHEET 1 NOTE 5.
WHERE W IS GREATER THAN 9 FT., R = 4 FT., EXCEPT
WHERE W IS 9 FT. OR LESS, R = W (MIN. WIDTH = 4 FT.)
SEE BEVELING DETAIL SHEET 1DETAIL SHEET 1
SEE BEVELING
DETAIL SHEET 1
SEE BEVELING
SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING
EXISTING
DETAIL SHEET 1
SEE BEVELING EXISTING
SEE BEVELING DETAIL SHEET 1
NOTE 4
SEE SHEET 1
4'-0" TURNING SPACE
DETAIL AND NOTE 3
SEE SHEET 1 PLACEMENT
DETECTABLE WARNING PANEL
CURB DETAIL SEE SHEET 1
NOTE 4
SEE SHEET 1
TURNING SPACE
NOTE 4
SEE SHEET 1
TURNING SPACE
NOTE 4
SEE SHEET 1
OBSTACLE
CURB DETAIL SEE SHEET 1
DETAIL AND NOTE 3
SEE SHEET 1 PLACEMENT
DETECTABLE WARNING PANEL
15'-0" MAX.
1
5
'
-
0
"
M
A
X
.
15'-0" MAXIMUM
6'-0" TYP. (5" RISE)
R2
R1 FEB 13
CHANGE PM TO ROADWAY DESIGN ENGINEER
ALL OF PLAN REWORKED (PROWAG)
OCT 14
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
2.0% MAX. SLOPE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
SLOPE LEGEND
OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS)
CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT
AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER.
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
DETECTABLE WARNING PANEL
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
R3 JAN 18 NDOR BORDER TO NDOT BORDER
SHOULDER SLOPE
SHOULDER SLOPE
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
u
t
e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
a
t
e
:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
i
l
e
:
3
0
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d
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0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
3
5
MARCH 22, 2010
CURB RAMPS
STANDARD PLAN NO. 303-R3
R2
R1 FEB 13
CHANGE PM TO ROADWAY DESIGN ENGINEER
ALL OF PLAN REWORKED (PROWAG)
OCT 14
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
2.0% MAX. SLOPE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
SLOPE LEGEND
OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS)
CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT
AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER.
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
DETECTABLE WARNING PANEL
LEGEND
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
R3 JAN 18 NDOR BORDER TO NDOT BORDER
TYPE C PLAN
SECTION A-A
TYPE C CROSS SECTION
SECTION A-A
TYPE D CROSS SECTION
6
"
(TYP.)
1'-0"
1.5%
JOINT SEALANT
8" DEPTH
2'-0"
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4
4'-0" TURNING SPACE
AND SHEET 1 NOTE 3
SEE PLACEMENT DETAIL
DETECTABLE WARNING PANEL
NOTE 4
SEE SHEET 1
OBSTACLE
GUTTER LINE
SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING 15'-0" MAX.15'-0" MAX.
CROSSWALK
CROSSWALK
25 FT. RADIUS
SEE DETAIL A
DETAIL A SHOULDER SLOPE
1" TO 2"
3" TO 4"
ISOMETRIC VIEW
AS NECESSARY
CURB OR WALL
CROSSWALKCROSSWALK
GUTTER LINE
EXISTING EXISTING
SEE SHEET 1 NOTE 4
TURNING SPACE SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING
MIN.4'-0"
AS NECESSARY
CURB OR WALL
CROSSWALK
CROSSWALK
TYPE D PLAN
VERTICAL OBSTACLE
R2 = RAMP WIDTH (5'-0" MIN.) WITH
R1 = RAMP WIDTH (4'-0" MIN.)
W = WIDTH OF SIDEWALK (5'-0" TYP.)
W
GUTTER LINE
R2
EXISTING
E
X
I
S
T
I
N
G
SEE SHEET 1 NOTE 4
TURNING SPACE
SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING
NOTE 4
SEE SHEET 1
FOOT REST SWING
15'-0" MAXIMUM
1
5
'
-
0
"
M
A
X
I
M
U
M
CURB DETAIL SEE SHEET 1
A
A
6
"
(TYP.)
1'-0"
1.5%
JOINT SEALANT
8" DEPTH
2'-0"
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4
4'-0" TURNING SPACE
AND SHEET 1 NOTE 3
SEE PLACEMENT DETAIL
DETECTABLE WARNING PANEL
NOTE 4
SEE SHEET 1
OBSTACLE
SHOULDER SLOPE
CURB DETAIL SEE SHEET 1
NOTE 4
SEE SHEET 1
TURNING SPACE
NOTE 4
SEE SHEET 1
FOOT REST SWING
A
A
2
'
-
0
"
2'-0"
R2EXISTING
AS NECESSARY
CURB OR WALL
AS NECESSARY
CURB OR WALL
EXISTINGW
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
u
t
e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
a
t
e
:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
i
l
e
:
3
0
3
0
0
e
0
3
.
d
g
n
S
c
a
l
e
:
1
:
2
0
0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
TYPE E PLAN
TYPE F PLAN
6'-0"
CROSSWALK
4'-0"
FLARE
CURB
CURB
SECTION A-A
TYPE E CROSS SECTION
SECTION A-A
TYPE F CROSS SECTION
A
A
ISOMETRIC VIEW
8.3% MAX SLOPE
1.5%
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
TYP.
1'-0"
BROOMED SURFACE
8" DEPTH
2'-0"
8.3% MAX SLOPE
1.5%
1.5%
JOINT SEALANT
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
TYP.
1'-0"
BROOMED SURFACE
8" DEPTH
2'-0"
JOINT SEALANT
4'-4"
CROSSWALK
CROSSWALK
CURB
VERTICAL OBSTACLE
R2 = RAMP WIDTH (5'-0" MIN.) WITH
R1 = RAMP WIDTH (4'-0" MIN.)
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R1
ISOMETRIC VIEW
CURB
CROSSWALK
GUTTER LINE
GUTTER LINE
VERTICAL OBSTACLE
R2 = RAMP WIDTH (5'-0" MIN.) WITH
R1 = RAMP WIDTH (4'-0" MIN.)
W = WIDTH OF SIDEWALK (5'-0" TYP.)
R
2
w
CONCRETE
AS NECESSARY
CURB OR WALL
AS NECESSARY
CURB OR WALL
4
"
4
"
PATH/TRAIL. SEE NOTE 5 (SHEET 1)
R = 4 FT., EXCEPT BIKE
WHERE W IS GREATER THAN 9 FT.,
R = W (MIN. WIDTH = 4 FT.)
WHERE W IS 9 FT. OR LESS,
EXISTING
E
XI
S
TI
N
G
E
X
I
S
T
I
N
G
SEE SHEET 1 NOTE 4
FOOT REST SWING
SEE SHEET 1 NOTE 4
TURNING SPACE
SEE SHEET 1 NOTE 4
TURNING SPACE
SWING SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST
E
X
I
S
T
I
N
G
EXISTING
EXISTING
SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING
SEE BEVELING DETAIL SHEET 1DETAIL SHEET 1
SEE BEVELING
SEE BEVELING DETAIL SHEET 1
NOTE 4
SEE SHEET 1
4'-0" TURNING SPACE
DETAIL AND NOTE 3
SEE SHEET 1 PLACEMENT
DETECTABLE WARNING PANEL
CURB DETAIL SEE SHEET 1
NOTE 4
SEE SHEET 1
4'-0" TURNING SPACE
DETAIL AND NOTE 3
SEE SHEET 1 PLACEMENT
DETECTABLE WARNING PANEL
CURB DETAIL SEE SHEET 1
15'-0" MAXIMUM
6'-0" TYP. (5" RISE)
15'-0" MAXIMUM
6'-0" TYP. (5" RISE)
4
5
MARCH 22, 2010
CURB RAMPS
STANDARD PLAN NO. 303-R3
R2
R1 FEB 13
CHANGE PM TO ROADWAY DESIGN ENGINEER
ALL OF PLAN REWORKED (PROWAG)
OCT 14
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
R3 JAN 18 NDOR BORDER TO NDOT BORDER
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
2.0% MAX. SLOPE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
SLOPE LEGEND
OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS)
CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT
AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER.
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
DETECTABLE WARNING PANEL
LEGEND
BROOMED CURB RAMP WHEN 5% TO 8.3%
RAMP FLARE
DETAIL SHEET 1
SEE BEVELING
SHOULDER SLOPE
SHOULDER SLOPE
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
u
t
e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
a
t
e
:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
i
l
e
:
3
0
3
0
0
e
0
3
.
d
g
n
S
c
a
l
e
:
1
:
2
0
0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
CURB RAMPS
STANDARD PLAN NO. 303-R3
MARCH 22, 2010
5
5
R1
R2
FEB 13
CHANGE PM TO ROADWAY DESIGN ENGINEER
ALL OF PLAN REWORKED (PROWAG)
OCT 14
RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE
FLARE 90° TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE
2.0% MAX. SLOPE
SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL,
SLOPE LEGEND
OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS)
CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT
AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST
NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER.
EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL
THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
R3 JAN 18 NDOR BORDER TO NDOT BORDER
GRASS OR NON WALKING SURFACE
CURB TRANSITION
CURB FACE SLOPE 1 VERT. : 2 HORZ.
LEGEND
RAMP FLARE
BROOMED CURB RAMP WHEN 5% TO 8.3%
DETECTABLE WARNING PANEL
GUTTER LINE
SEE BEVELING DETAIL SHEET 1
DETAIL SHEET 1
SEE BEVELING 15'-0" MAX.15'-0" MAX.
CROSSWALK CROSSWALK
SEE SHEET 1 NOTE 4
TURNING SPACE
TYPE G PLAN
8'-0" MAX.
SEE SHEET 1 NOTE 4
FOOT REST SWING
SEE SHEET 1 NOTE 4
1'-0" FOR FOOT REST SWING
SEE SHEET 1 NOTE 4
4'-0" TURNING SPACE
AND SHEET 1 NOTE 3
SEE PLACEMENT DETAIL
DETECTABLE WARNING PANEL
NOTE 4
SEE SHEET 1
OBSTACLE
SHOULDER SLOPE
CURB DETAIL SEE SHEET 1
TYPE G CROSS SECTION
A
A
SECTION A-A
6
"
(TYP.)
1'-0"
1.5%
JOINT SEALANT
8" DEPTH
2'-0"
EXPANSION JOINT FILLER
•" (MAX.) PREFORMED
R2EXISTING
AS NECESSARY
CURB OR WALL
AS NECESSARY
CURB OR WALL
EXISTING
W
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
u
t
e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
a
t
e
:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
i
l
e
:
4
4
3
0
0
e
1
1
.
d
g
n
S
c
a
l
e
:
1
:
2
0
0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
FEBRUARY 22, 1974
1
2
CURB INLETS
AND JUNCTION BOX
LIFT BAR
2
'
-
3
"
BAR G
1
'
-
8
"
BAR E
< LONGITUDINAL PIPES
PIPES ARE NOT USED
WHEN LONGITUDINAL
LOCATION OF BACK WALL
1
'
-
8
"BACK OF CURB
GUTTER LINE
WARP GUTTER TO FIT TEMPLATE
5'-0"
1
1
•
"
TOP OF CURB
6
"
30" MAX.
6
"
BACK COVER
BAR G
8"
8"
10"
1'-6"
5"
8"
2'-0"
BAR A
BAR D LIFT BAR
BAR C
BAR G
BAR E
4'-0"
ANCHOR BAR
2'-10"1'-10"
ANCHOR BAR
THROAT OPENING
Y = 4'-0"
5"
4'-0"
8"
10"
< TRANSVERSE PIPE
1'-6"5'-0"
LIMIT OF GUTTER DEPRESSION
WARP GUTTER TO FIT TEMPLATE
GUTTER LINE
8"
2
"
8
"
1
0
"
2
'
-
3
"
B
FLOW
6
"
BACK OF CURB
TOP OF CURB
1
1
•
"
30" MAX.
5'-0"
GUTTER LINE
1
'
-
8
'
< LONGITUDINAL PIPES
2
'
-
3
"
1
'
-
8
"
BACK COVER
10"
6
"
1'-6"
5"
8"
8"
8"
BAR E
BAR G
LIFT BAR
BAR G
2'-0"5"
8"4'-0'
ANCHOR BAR
1'-10"2'-10"
ANCHOR BAR
4'-0'
BAR D BAR C
BAR A
8"
5 - BAR H
< TRANSVERSE PIPE
BAR E
OPENINGS OVER 8'-0"
ADDITIONAL LIFT BAR FOR
2
'
-
6
"
BAR B LIFT BAR
BAR F
PIPES ARE NOT USED
WHEN LONGITUDINAL
LOCATION OF BACK WALL
B
ANCHOR BAR
8"10"
1
'
-
5
"
8
"
1
'
-
0
"
8
"
2
"
WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0"
THROAT OPENING
LIMIT OF GUTTER DEPRESSION
1'-6"5'-0"
WARP GUTTER TO FIT TEMPLATE
9
"
6
"
GUTTER LINE
T
PLAN
INLET COVER
PLAN
FRONT ELEVATION
PLAN
FRONT ELEVATION
8
"
PLAN
INLET COVER
FLOW
THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2.
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION."
REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD
CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR
THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING.
SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE.
DIMENSION IS 4'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS
CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X"
THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS.
THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST.
CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN.
THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF
ANY REINFORCING BAR, SHALL BE 1•".
THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF
NOTES:
16" (TYP.)16" (TYP.)
WHEN X = 3'-11" THRU 7'-5"
T = 1'-6" FOR 14'-0" TO 18'-0" OPENINGS
WHEN X = 2'-11" THRU 3'-1"
T = 6" FOR 6'-0" TO 18'-0" OPENINGS
T = 9" EXCEPT FOR THE FOLLOWING:
CURB INLETS
(Y/2) OF INLET OPENING.
LOCATED AT MID-POINT
8" THICK CONCRETE WALL
4"
1
'
-
5
"
2-BAR J
9
"
2-BAR K
8"1'-0"8"
18'-0" INLET OPENINGS
FOR 14'-0", 16'-0" &
COVER SUPPORT
MID-POINT
SECTION
LONGITUDINAL PIPES ARE NOT USED
LOCATION OF BACK WALL WHEN
ANCHOR BAR BACK COVER
8
"
6
"
1
"
8
"
C
X
8"8"A
P I P E L O N G I T U D I N A L D I A M E T E R5"2'-0"B 1'-6"7"
8"1'-0"
1
'
-
3
"
T
7 "
5
"
6
"
1
'
-
1
1
"
T E M P L A T E
PIPE
TRANSVERSE
2-BAR H
D
8
"
TYPICAL SECTION OF INLETS
*
OF THE ROADWAY CROSS-SECTIONS.
INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE
GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE
*
GROUT
BEDDING
SHRINK
1" NON
PIPE DIAMETER PLUS 9").
PIPE (MINIMUM "D" = TRANSVERSE
BE GOVERNED BY THE TRANSVERSE
PIPE. DEPTH OF THE INLET MAY
BASED ON THE LONGITUDINAL
THIS INLET DATA TABLE ARE
PIPE AND MINIMUM "X" IN
Y = 4'-0". DIAMETER OF
NOT APPLICABLE WHERE
FOR PIPE OPENINGS.
NO DEDUCTIONS WILL BE MADE
"A" SHALL NOT EXCEED 10'-0".
"X" SHALL NOT EXCEED 7'-6".
4
3
2
1
BAR E
7"
BAR F
BAR H
W=D-(6"+T)
2'-0"
W
1'-0"
1 '-0 "
1
1
7"1 '-0 "
1
1
2'-5"
FIELD)
(ADJUST IN
SLOPE VARIES
2'-0"
BAR G
1 '-0 "7"
1
1
DIAGRAM FOR CURB INLET
REINFORCING BAR BENDING
R9 APR 14
DEC 16
PUT Y1-2" BACK IN JUNCTION BOX
REINFORCING BAR SCHEDULE FOR CURB INLETS
Y = 14'-0"Y = 8'-0"Y = 6'-0"Y = 4'-0"
SHAPESIZEBAR
NO.LENGTH
Y = 18'-0"Y = 16'-0"Y = 12'-0"Y = 10'-0"
LENGTHNO.LENGTHNO.LENGTHNO.LENGTHNO.LENGTHNO.LENGTHNO.LENGTHNO.
4
4
4
4
4
4
5
5
5
6
6
6
8
STR.
STR.
BENT
STR.
STR.
BENT
BENT
BENT
BENT
STR.
STR.
STR.
STR.
8
VAR.
VAR.
--
--
--
5
--
6
1
3
--
3
B-3
5'-1"
2'-6"
--
--
--
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
--
6'-9"
8
VAR.
VAR.
--
--
10
4
3
6
1
1
2
3
8
VAR.
VAR.
--
--
10
4
6
6
1
1
2
3
8
VAR.
VAR.
--
--
10
4
8
6
1
1
2
3
B-3
5'-1'
2'-6"
--
--
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
8'-10"
12'-9"
8
VAR.
VAR.
--
--
10
4
11
6
1
1
2
3
B-3
5'-1"
2'-6"
--
--
W+4'-0"
1'-7"
2'-7'
4'-0"
5'-1"
2'-0"
10'-10"
14-'9"
8
VAR.
VAR.
4
2
10
4
13
6
1
1
2
3
B-3
5'-1"
2'-6"
1'-9"
2'-2"
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
12'-10"
16'-9"
8
VAR.
VAR.
4
2
10
4
16
6
1
1
2
3
B-3
5'-1"
2'-6"
1'-9"
2'-2"
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
14'-10"
18'-9"
8
VAR.
VAR.
4
2
10
4
18
6
1
1
2
3
B-3
5'-1"
2'-6"
1'-9"
2'-2"
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
16'-10"
20'-9"
N
M
LIFT
K
J
H
G
F
E
D
C
B
A
B-3
5'-1"
2'-6"
--
--
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
4'-10
8'-9"
B-3
5'-1"
2'-6"
--
--
W+4'-0"
1'-7"
2'-7"
4'-0"
5'-1"
2'-0"
6'-10"
10'-9"
DATA FOR CURB INLETS
PIPE
LONGIT.
OF
DIA.
B C D
Y=4'Y=6'Y=8'Y=10'Y=12'Y=14'Y=16'Y=18'Y=4'
QUANTITIES
Y=6'Y=8'Y=10'Y=12'Y=14'
REINFORCING STEEL, LBS.
Y=16'Y=18'
BARS
OF M
NO.FOOT INCREASE OF DIMENSION "X"
ADDITIONAL QUANTITIES PER ONE
CU. YDS.
CONCRETE
DIMENSIONS
66"
60"
54"
48"
42"
36"
30"
27"
24"
21"
18"
15"
12"
--
7'-5"
6'-11"
6'-5"
5'-11"
5'-5"
4'-11"
4'-5"
4'-2"
3'-11"
3'-8"
3'-5"
3'-2"
2'-11"
3'-11"
6'-10"
6'-3"
5'-8"
5'-1"
4'-6"
3'-11"
3'-4"
3'-1"
2'-9"
2'-6"
2'-2"
1'-11"
1'-7"
--
6'-2"
5'-8"
5'-2"
4'-8"
4'-2"
3'-8"
3'-2"
2'-11"
2'-8"
2'-5"
2'-2"
1'-11"
1'-8"
2'-8"
5'-6"
5'-0"
4'-6"
4'-0"
3'-6"
3'-0"
2'-6"
2'-3"
2'-0"
1'-9"
1'-6"
1'-3"
1'-0"
2'-0"
7.07
6.41
5.78
5.18
4.60
4.06
3.54
3.31
3.06
2.83
2.60
2.37
2.14
2.08
7.42
6.76
6.13
5.53
4.95
4.41
3.89
3.66
3.41
3.19
2.95
2.71
2.51
2.43
7.78
7.12
6.49
5.89
5.31
4.77
4.25
4.01
3.76
3.53
3.30
3.07
2.86
2.79
8.14
7.48
6.85
6.25
5.67
5.13
4.61
4.37
4.12
3.90
3.67
3.43
3.21
3.15
8.50
7.84
7.21
6.61
6.03
5.49
4.97
4.74
4.49
4.26
4.03
3.79
3.56
3.51
9.05
8.39
7.76
7.16
6.58
6.04
5.52
5.29
5.04
4.68
4.44
4.21
3.95
4.06
9.45
8.79
8.16
7.56
6.98
6.44
5.92
5.68
5.43
5.04
4.80
4.57
4.30
4.46
9.85
9.19
8.56
7.95
7.38
6.83
6.32
6.08
5.83
5.40
5.16
4.94
4.65
4.85
187
180
174
171
164
158
151
150
148
144
141
136
133
113
272
262
253
246
236
226
217
213
210
203
200
193
186
175
300
290
280
274
264
254
244
241
238
231
228
221
216
202
329
319
309
303
293
283
273
270
267
260
257
250
245
231
356
346
337
330
320
310
301
297
294
287
284
277
274
259
386
376
367
360
350
340
331
327
324
322
318
312
310
289
414
404
394
387
378
368
358
354
352
351
349
342
340
316
441
431
421
415
405
395
385
382
379
379
376
370
364
344
10
9
8
8
7
6
5
5
5
4
4
3
3
NONE
0.720
0.691
0.663
0.634
0.605
0.576
0.547
0.532
0.518
0.504
0.490
0.473
0.459
0.383
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
LBS. 4
REINF. STEEL
CONCRETE, CU. YDS. 32
A
1
(MIN.)
X
9'-3"
8'-8"
8'-1"
7'-6"
6'-11"
6'-4"
5'-9"
5'-6"
5'-2"
4'-11"
4'-7"
4'-4"
4'-0"
2'-8"
R10 CHANGED TABLE INFORMATION
STANDARD PLAN NO. 443-R11
NDOR BORDER TO NDOT BORDERJAN 18R11
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
DATE
DATE
ORIGINAL:
DATE
NATIONAL HIGHWAY SYSTEM:
ACCEPTED BY FHWA FOR USE ON THE
R
O
A
D
W A
Y
D
E
S
I
G
N
D
I
V
I
S
I
O
N
C
o
m
p
u
t
e
r
:
N
D
O
T
D
E
S
I
G
N
1
3
4
D
a
t
e
:
2
5
-
J
A
N
-
2
0
1
9
1
3
:
3
3
F
i
l
e
:
4
4
3
0
0
e
1
1
.
d
g
n
S
c
a
l
e
:
1
:
2
0
0
REV. NO.DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF TRANSPORTATION
CURB INLETS
AND JUNCTION BOX
FEBRUARY 22, 1974
2
2
DRAINS TO STREAM
NO DUMPING,
DRAINS TO STREAM
NO DUMPING,
SECTION C-C
(NOT FOR USE UNDER TRAFFIC)
JUNCTION BOX
8"8"
8
"
5
"
V
A
R
I
E
S
X
16" (TYP.)
30" MAX.
2
"
2'-0"
9"9"
1
"
4" MAX.
PLAN
Y
+
1
'
-
4
"
Y +1'-4"1
1Y OR Y
MAX. SPACING
NO. 4 BARS AT 8"
MAX. SPACING
NO. 4 BARS AT 8"
C
INLET COVER
SECTION PLAN
BACK COVER
3''
CONCRETE, AT A DEPTH OF ‚".
TEXT IS TO BE IMPRINTED INTO
NOTE:
6"
5'-4"
BAR N AT 8ƒ" CTRS.
A
P
P
R
O
X
.
C
T
R
S
.
B
A
R
M
A
T
9
"
BLIFT BAR
1"1'-11"1"
•
"
3"
(OPTIONAL)
PICK HOLE
•
"
3
"
2'-0"3"
TOTAL WEIGHT = 125 LBS.
„
"
HATCHED SURFACE
‚"
‚
"
A A
PLAN
ƒ" HOLE4"
4
"
SECTION A-A
ANCHOR BAR
COVERGROUT
3
"
M
I
N
.
4
"
M
I
N
.
SECTION B-B
FRONT ELEVATIONPLAN
CAST IRON STEPS
STEPS TO BE PLACED AT 16" CENTERS
3
"
10"
1
"
3
"
2
"
1
0
"
1"
10"
NOM.
5"
B B
LIFT BAR
2•"
6"6"
3•"
3
•
"
8
"
THE SPECIFICATIONS.
SHALL BE GREY IRON CONFORMING TO
THE CAST IRON COVERS AND FRAMES
AND SET WITH EPOXY COMPOUND)
IN ƒ" MAX. DRILLED HOLE
(ANCHOR BAR SHALL BE PLACED
NO. 4 ANCHOR BAR -
CHAMFER DETAIL
6
"
4
"
1'-0"
C6X13 - FULL LENGTH OF INLET COVER
‚"
‚
"
6
"
C
R=3"
ALTERNATE OR CHAMFER
1‚" (TYP.) RADIUS BAR AT 9" CENTER
NO. 4 DEFORMED ANCHOR
60"
39"
2
1
"
4
•
"
3
•
"
7
"
6
"
6"
4•"
1
7
•
"
1
5
Š
"
1
3
Œ
"
1
2
‚
"
1
1
Š
"
1
0
ƒ
"
0"6"12"18"24"30"36"60"
H
P.T.1
0
•
"
21"
GUTTER DEPRESSION TEMPLATE
COVER AND FRAME
CAST IRON
++++++++
SLOPE (FT/FT)
PAVING CROSS
0.01 0.02 0.03 0.04 0.05 0.06
H 10‹"10‚"10ˆ"9‡"9†"9‹"
QUANTITIES FOR JUNCTION BOX
X = 2'-6''
Y ` Y
SIZE
1
**OF DIMENSIONS "X"
PER ONE FOOT INCREASE
OF CONCRETE (CU. YDS.)
ADDITIONAL QUANTITIES
*CU. YDS.
CONCRETE
STEEL LBS.
REINFORC.
3'-0" ` 4'-0"
3'-0" ` 3'-6"
3'-0" ` 3'-0"
2'-6" ` 3'-0"
2'-6" ` 2'-6"
2'-0" ` 3'-0"
2'-0" ` 2'-6"
2'-0" ` 2'-0"
1.76
1.61
1.47
1.33
1.20
1.18
1.06
0.94
34
30
29
22
19
23
18
15
0.41
0.39
0.36
0.34
0.31
0.31
0.27
0.26
**
*
DIMENSION "X" SHALL NOT EXCEED 5'-6"
NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS
GALVANIZED IN ACCORDANCE WITH ASTM A153.
THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT-DIP
NOTE:
STRUCTURAL STEEL FOR FACE ARMOR
THROAT OPENING
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"
14'-0"
16'-0"
100
WEIGHT (LBS.)
129
157
186
215
243
272
FACE ARMOR
(SEE CHAMFER DETAIL)
GRIND UPPER CORNER OPTIONAL
Y-2" OR Y -2"1
R9
R10 DEC 16
APR 14 PUT Y1-2" BACK IN JUNCTION BOX
CHANGED TABLE INFORMATION
STANDARD PLAN NO. 443-R11
R11 JAN 18 NDOR BORDER TO NDOT BORDER
P
R
O
F
E
S IONAL CIV
I
L
EN
GI
N
E
E
R
ST
A
T
E
OF NEBRASKA
S
E-6515
OWEN
MICHAEL H.
Lak
e
H
a
s
t
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g
s
Big G
Eaton
Pepsi
Nebraska
Cold Storage
Softball Complex
Tractor
Supply
CO
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H
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C_TTL_0191592.dwg
1 of
PROJECT LOCATION
HASTINGS, NEBRASKA
HEDC TRAIL RIDGE SUBDIVISION
GRADING IMPROVEMENTS
HASTINGS, NEBRASKA
2020
SHEET INDEX
LEGEND
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12-11-2019
GENERAL GRADING NOTES
EROSION CONTROL NOTES
MAINTENANCE:
BID SECTION "A" ESTIMATED SUMMARY OF QUANTITIES
SITE GRADING
GENERAL NOTES
SHEET
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