HomeMy WebLinkAboutSWP-2011SOUTHWOOD PAVING - 2011 = S. Pine Avenue -Kent St. to Wayfair Dr.
S. Ross Aveune -Kent St. to Wayfair Dr.
Wayfair Drive -Ross Ave. to Pine Ave.
Project Location
Utilities Director of Engineering
INDEX OF SHEETS SUMMARY OF QUANTITIES
SHEET NO. 1 COVER SHEET
SHEET NO. 2 EROSION CONTROL DETAILS
S. PINE AVENUE - KENT ST. TO WAYFAIR DR.
SHEET NO. 3
SHEET NO.4
SHEET NO. 5
PLAN AND PROFILE SHEET
JOINT DETAIL
CROSS SECTION SHEET
S. ROSS AVENUE - KENT ST. TO WAYFAIR DR.
SHEET NO.6
SHEET NO. 7
SHEET NO. 8-9
PLAN AND PROFILE SHEET
JOINT DETAIL
CROSS SECTION SHEETS
WAYFAIR DRIVE - ROSS AVE. TO PINE AVE.
SHEET NO. 10
SHEET NO. II
SHEET NO. 12-13
PLAN AND PROFILE SHEET
JOINT DETAIL
CROSS SECTION SHEETS
LEGEND
'ao
o4
0 UP
•
•
0
o rH
H WV
H GV
Date
Spot Elevation
Utility Pole
Control Point - Nail Set
Control Point - Temporary Wood Hub Set
Deciduous Tree
Coniferous Tree
Manhole
Fire Hydrant
Water Valve
Gas Valve
Has
•
%Aso
6
o a
1912
EJB
Light
Telephone Box
Electrical Junction Box
Contour Line
Flowline
- - — - - — Property Line
CALL BEFORE YOU DIG
Call
DIGGERS
HOTLINE
OF NEBRASKA
800-33' --5666
Li%J 8—/,7— 20//
ings City Surveyor Date
if
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 Earthwork 1.0 L.S.
[2,530 CY Excavation; 86 CY Embankment] For Information Only
2 Remove Header 72.0 L.F.
3 Remove Existing Sanitary Sewer Pipe 150.0 L.F.
4 Build 6" P.C.C. Concrete Pavement (47B) 4812.0 S.Y.
5 Build 6" P.C.C. Integral Curb (47B) 2382.0 L.F.
6 Build Concrete Header (47B) 72.0 L.F.
7 Furnish & Install Scour Stop Erosion Control Mat 48.0 S.F.
8 Furnish & Install 12554' C-125 Turf Rein£ Mat 1430.0 S.F.
9 Adjust Manhole to Grade 2.0 Each
10 Adjust Water Valve to Grade 6.0 Each
11 Seeding - Type B NDOR Seed Mixture 1.0 Acre
12 Traffic Control, Barricades, & Maintenance Therof 1.0 L.S.
NOTES:
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 205 and 302 of the 1997
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density Moisture Minimum Requirements Maximum
95 Min. Opt. -3%
Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
,.,, p m rrrrpos J
0.1;0Es816 jy/o0
DAVID L 0C';
WACKER pa=
yg E-5090
V u?/
•.„dt�jdd o.e..•••OS�r,%%%
4.,,F OF NE8?p,a`
Hastings City Engineer
Date
ACITY OF HASTINGS,
ENGINEERING DEPT. C) C3
Project
Proj, No.
Description
Southwood Paving - 2011
SWP - 2011
COVER SHEET
Design By
B.B.
Drown By
B.B.
Dote
8/2011
Approved By
Contractor
Drn. No.
1 of 13
0
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
SLOPE INSTALLATION
2" 5"
(5cm-12.5cm)
-12"-
(30 cm)
7/4 • • (15 Icm)
-6"- O
(15 cm)
0
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
6' (.8m)
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
0
2' (0.6m)
4' (1.2m)
20" (.5
O Q 0
O I0 0
O 0 0
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3' (0.9m)
t
0
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.Om)
3.3' (1.Om)
4' (1.2m)
2' (0.6m)
-O 0
0
1.7 TAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
0
0 0
1.6' (0.5m)
3.3' (1.Om)
0 0 0
-CP -10" (0.25m)
((.zm)O 0 0 0 0
- 1_10 (0.25m)
Q p 20' (0.5m)
0 0 9 0 0 3.3(1.0m)
00 0 0 00
0 0 0
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
BUTT JOINT AGAINST OR
PERMANENTLY ATTACHED
TO PAVING EDGE
EDGE OF SCOURSTOP
TRANSITION MAT
Or,8688(o)
a IntegrOCurb
a ---a
°
a
4.1
a
4
°
•
Street Flowline
a
a 4 °
a.. a
°
° as
PUSH ON
ONE-WAY STOP
4
°
4
°
° a
WASHER (>2.5"0)
METAL SPADE
ANCHOR AND FLEXIBLE STRAP
NO SCALE
4
I- vl
880,
pawb
DO
8VOI
88888OV
88g88
�J•t�C}Q• &Nona° go
ep
11186
C
so(Cv)(CC
0 •ATTACH MAT TO FIRM SOIL WITH
• • rANCHOR WITH FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
• •
• •
••••0••`
• s•
INSTALL ADDITIONAL LENGTHS
8� gi!� ERE CURB OPENING EXCEEDS
/ 30" D P20DRAINAGE AREA
EXCEEEDS 20,,00 00 SF
88_
•
9Q�•.. C C
INSTALL 8 ANCHORS
PER SHEET PLUS 3
AT SHINGLE ROW
OAC,
\�- 2nd ROW
24" APPROX
INSTALL ADDITIONAL WIDTHS
TO MAINTAIN 12" EXTENSION
BEYOND CURB OPENING
BUTT JOINT AGAINST
OR PERMANENTLY
ATTACHED TO PAVING
EDGE
EDGE OF HARD SURFACE
ADJACENT SOILS SHOULD BE GRADED
SO SURFACE OF MAT EVEN WITH TOP
OF SURFACE AFTER INSTALLATION.
SHINGLE ROW
ANCHOR INSTALLATION INSTRUCTIONS:
1. PUSH SPADE THROUGH SOIL WITH STAKE OR
BY OTHER MEANS TO MINIMUM DEPTH OF 18".
SPADE MUST BE INSTALLED INTO FIRM SOILS.
DOWNSTREAM
TRANSITION MAT
(IF SHINGLED)
2. LOOP STRAP THROUGH SCOURSTOP MAT.
3. PULL STRAP TIGHT AND PUSH ON ONE-WAY
STOP UNTIL SNUG.
4. TRIM EXCESS STRAP IF NECESSARY.
5. ADD ADDITIONAL ANCHORS IF MATS ARE TO
BE PLACED ON UNEVEN FINISHED SURFACES TO
ENSURE CONSISTENT CONTACT WITH SOIL.
ATTACH MAT TO FIRM SOIL WITH
ANCHOR USING FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
(INSTALL UP TO 36" DEEP, IF
NEEDED TO REACH FIRM SOIL)
=M1k1e=ITiIgi ' 1 1=1 T MItMII=lIIMI„I vI O , I I
v=
SCOURSTOP
I I
-I l=f11111111i 1 i1
INSTALL TRANSITION MAT OVER TRM. GRADE_-, I I
SHOULD BE SMOOTH AND UNIFORM. GRADE: -.I
OUT ANY RILLS FOR CONSISTENT SOIL
STRUCTURE PRIOR TO INSTALLATION
Iml 11=111-11 I, ; ,,_1
PREFERRED INSTALLATION WITH SOD
i i I 1=1 I i-1 11=1 11=1
-I I -III -I i I-ITi=1Tr-
AP
I --(DOWNSTREAM MATS MAY BE
I I I INSTALL D WITHESHINGLED " BUTT JOINT OR
� 1=1 l -I I-1 1=�
-i�I-ISI-III--III-I�I-
1=III=111=111 ;III„
SCOURSTOP TRANSITION .MAT DETAILS
NO SCALE
3" -5' (75-125mn1)
a--. .
It i t. lj
1j
/4:11r x I"Stake (25x 25,unt)
Estaca de 1' x1" (25x 25mm)I
Tart
1/47%7
I -
Artie
8' • 20' Diameter
(200-250mm)
I Live stake
Estaca viva.'
'Nose: Straw Roll installation requires the placement
and secure staking of the roll in a trench, 3"-5"(75-
125mm) deep, dagon contour. Runoff must not be
allowed to run tinder or around roll,
Nota: La Instalacidn de los rollos de papa requiem calocary
asegularcada culla con ostacasel collo on on surto de 3" a
5.75.125mmde ptofundldad, escabado en el contorno. No
se debedejarcolerlas aquas debaJo o alrededordel collo.
Not to Scale
o est5 Mello a escal-al
STRAW WATTLE DETAIL
oieeeloln Weller
NO SCALE
A
CITY OF HASTINGS,
ENGINEERING DEPT. C, 0
Project
Southwood Paving - 2011
Proj. No.
SWP - 2011
Description
Erosion Control Details
Design By
B.B.
Date
8/2011
Contractor
Drawn 8y
B.B.
Approved By
Om. No.
2 Of 13
1"-
(7.5c3m))
0
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
6' (.8m)
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
0
2' (0.6m)
4' (1.2m)
20" (.5
O Q 0
O I0 0
O 0 0
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3' (0.9m)
t
0
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.Om)
3.3' (1.Om)
4' (1.2m)
2' (0.6m)
-O 0
0
1.7 TAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
0
0 0
1.6' (0.5m)
3.3' (1.Om)
0 0 0
-CP -10" (0.25m)
((.zm)O 0 0 0 0
- 1_10 (0.25m)
Q p 20' (0.5m)
0 0 9 0 0 3.3(1.0m)
00 0 0 00
0 0 0
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
BUTT JOINT AGAINST OR
PERMANENTLY ATTACHED
TO PAVING EDGE
EDGE OF SCOURSTOP
TRANSITION MAT
Or,8688(o)
a IntegrOCurb
a ---a
°
a
4.1
a
4
°
•
Street Flowline
a
a 4 °
a.. a
°
° as
PUSH ON
ONE-WAY STOP
4
°
4
°
° a
WASHER (>2.5"0)
METAL SPADE
ANCHOR AND FLEXIBLE STRAP
NO SCALE
4
I- vl
880,
pawb
DO
8VOI
88888OV
88g88
�J•t�C}Q• &Nona° go
ep
11186
C
so(Cv)(CC
0 •ATTACH MAT TO FIRM SOIL WITH
• • rANCHOR WITH FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
• •
• •
••••0••`
• s•
INSTALL ADDITIONAL LENGTHS
8� gi!� ERE CURB OPENING EXCEEDS
/ 30" D P20DRAINAGE AREA
EXCEEEDS 20,,00 00 SF
88_
•
9Q�•.. C C
INSTALL 8 ANCHORS
PER SHEET PLUS 3
AT SHINGLE ROW
OAC,
\�- 2nd ROW
24" APPROX
INSTALL ADDITIONAL WIDTHS
TO MAINTAIN 12" EXTENSION
BEYOND CURB OPENING
BUTT JOINT AGAINST
OR PERMANENTLY
ATTACHED TO PAVING
EDGE
EDGE OF HARD SURFACE
ADJACENT SOILS SHOULD BE GRADED
SO SURFACE OF MAT EVEN WITH TOP
OF SURFACE AFTER INSTALLATION.
SHINGLE ROW
ANCHOR INSTALLATION INSTRUCTIONS:
1. PUSH SPADE THROUGH SOIL WITH STAKE OR
BY OTHER MEANS TO MINIMUM DEPTH OF 18".
SPADE MUST BE INSTALLED INTO FIRM SOILS.
DOWNSTREAM
TRANSITION MAT
(IF SHINGLED)
2. LOOP STRAP THROUGH SCOURSTOP MAT.
3. PULL STRAP TIGHT AND PUSH ON ONE-WAY
STOP UNTIL SNUG.
4. TRIM EXCESS STRAP IF NECESSARY.
5. ADD ADDITIONAL ANCHORS IF MATS ARE TO
BE PLACED ON UNEVEN FINISHED SURFACES TO
ENSURE CONSISTENT CONTACT WITH SOIL.
ATTACH MAT TO FIRM SOIL WITH
ANCHOR USING FLEXIBLE STRAP
AND PUSH ON ONE-WAY STOP
(INSTALL UP TO 36" DEEP, IF
NEEDED TO REACH FIRM SOIL)
=M1k1e=ITiIgi ' 1 1=1 T MItMII=lIIMI„I vI O , I I
v=
SCOURSTOP
I I
-I l=f11111111i 1 i1
INSTALL TRANSITION MAT OVER TRM. GRADE_-, I I
SHOULD BE SMOOTH AND UNIFORM. GRADE: -.I
OUT ANY RILLS FOR CONSISTENT SOIL
STRUCTURE PRIOR TO INSTALLATION
Iml 11=111-11 I, ; ,,_1
PREFERRED INSTALLATION WITH SOD
i i I 1=1 I i-1 11=1 11=1
-I I -III -I i I-ITi=1Tr-
AP
I --(DOWNSTREAM MATS MAY BE
I I I INSTALL D WITHESHINGLED " BUTT JOINT OR
� 1=1 l -I I-1 1=�
-i�I-ISI-III--III-I�I-
1=III=111=111 ;III„
SCOURSTOP TRANSITION .MAT DETAILS
NO SCALE
3" -5' (75-125mn1)
a--. .
It i t. lj
1j
/4:11r x I"Stake (25x 25,unt)
Estaca de 1' x1" (25x 25mm)I
Tart
1/47%7
I -
Artie
8' • 20' Diameter
(200-250mm)
I Live stake
Estaca viva.'
'Nose: Straw Roll installation requires the placement
and secure staking of the roll in a trench, 3"-5"(75-
125mm) deep, dagon contour. Runoff must not be
allowed to run tinder or around roll,
Nota: La Instalacidn de los rollos de papa requiem calocary
asegularcada culla con ostacasel collo on on surto de 3" a
5.75.125mmde ptofundldad, escabado en el contorno. No
se debedejarcolerlas aquas debaJo o alrededordel collo.
Not to Scale
o est5 Mello a escal-al
STRAW WATTLE DETAIL
oieeeloln Weller
NO SCALE
A
CITY OF HASTINGS,
ENGINEERING DEPT. C, 0
Project
Southwood Paving - 2011
Proj. No.
SWP - 2011
Description
Erosion Control Details
Design By
B.B.
Date
8/2011
Contractor
Drawn 8y
B.B.
Approved By
Om. No.
2 Of 13
1918
6�
,6,i0
04 2( 29 i 0 /
0 6! 0
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-- x 0 i x e x �� 9e e 6•/
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9
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9.
O !s, CL Station Equation: Pine Ave. Sta. 9+63.54 = Wayfair Dr. Sta. 6+56.65 ��
N i x
6e x ▪ �.0)
n
Jen
lft
(n
64
OZP
!
SCALES:
1" = 20' HOR
1" = 2' VER
NO
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C
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x- - ! 60 - - . x
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6s `6` C66`� 96' NEW 8' WATER MAINS6O6! ` !y ./ / 6> 9.+ O`6,
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10.73 TC
10 36 FL 0.49% 1023 FL
10.61 TC 10.53 TC
10.11 FL
10.03 FL
10.37 TO
9.87 FL
x 9.72 FL
9.56 FL 9.40 FL
Pine Ave.
ti10.61CL 10.8CL
&90 NI mi
0.43%
1039 FL 10.28 FL
10.56 CL 0.31%
10 CL 10 2CL - C 1017CL 10 a1 CL 9.:. CL
10.12 FL
9.96 FL/
9.17
9.17 FL 0.51% 9.04 FL 8.9(FL
Nil of
9.62 CL 1.02%
0.55% 8.:
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Southwood Estates
Lot 3
REMOVE CONCRETE HEADER
+ + + + +\
+ + + +
8.70 FL +++++++++++
+ + +•
+ + + + +
+ + + + + + + +
+ + + + + + +
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Side
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10.73 TC
10 36 FL 0.49% 1023 FL
10.61 TC 10.53 TC
10.11 FL
10.03 FL
10.37 TO
9.87 FL
x 9.72 FL
9.56 FL 9.40 FL
Pine Ave.
ti10.61CL 10.8CL
&90 NI mi
0.43%
1039 FL 10.28 FL
10.56 CL 0.31%
10 CL 10 2CL - C 1017CL 10 a1 CL 9.:. CL
10.12 FL
9.96 FL/
9.17
9.17 FL 0.51% 9.04 FL 8.9(FL
Nil of
9.62 CL 1.02%
0.55% 8.:
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fl9. azul)
NOTE: '! R
C>
Southwood Estates
Lot 3
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
5+24.20
LT & RT
36.0
SEEDING
Station to Station
Prop. Line to Back of Curb
Acres
5+24.20 to 9+25.54
LT & RT
0.25
1. Contractor shall grade terrace at 2% from Top of Curb O m
cc
to Property Line. +
r0
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
5+24.20 to 9+25.54
LT & RT
1606.0
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
5+24.20 to 9+25.54
LT & RT
803.0
0
x
N = 8982.03
E = 10324.24
10 99'93+9 '819
803 1d 99'9 l+9
2. Contractor shall protect all survey control points and Property Pins / E5
from damage LL !6
!
F!.
!!�_.__._._• 6. Earthwork (L.S.) shall consist of the street excavation, constructing to the lines
` and grades as shown on the plans and cross sections, and the disposal of excess
x excavation on the adjacent Lots.
'9.e.,
0
0
!
0
0
x
T.B.M. = F:H., SE Coroer:Ririe Ave.:Ment St
Chiseled "X' on SWBonnet Bolt
0
x
Elev..=.1913.1
T B:M.:=:Property Pin:(5/0" Rgb:3r)
NE Corner Pine Ave. WayfairDr.
Elev = 1910.11
9.
Project
Proj. No.
Desai4tion
IdA 28'1B+9'e18
Abandoned Manhole to be removed by others.
CITY OF HASTINGS,
ENGINEERING DEPT. 100
Southwood Paving - 2011
SWP - 2011
Pine Avenue Paving Plan
Drawn By
B.B.
812011
Approved By
Contractor
Dm. No.
3 of 13
1918
1916
1914
STA. = .91+96.54
1916
1912
r
1914
VPI STA .= 5+75.00
VPI EL • = 1910.56
Proposed Gra
1912
1910
1908
1906
g1 ._• --0.10%
1904
1902
1900
PO- CO
Pot
(2,043
-0:31
WI STA :=18+75.00
WI EL:=:1909.:62
g1 = -0.71%
g2 = -1 C2%
Existing Grad
-1-
n
CURVE_.LEN._CLOD
O
0)
0
ai
0
0)
11
0.
0
4Ri : *bo q PlD�
�i,.0ooeorooobbe,Y
a
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red
1910
1908
1906
1904
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1902
1900
4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
10+00
oL
` 5+00
00
10'
0
0
10'
10' 11.48'
12'
12'
6+0
0
0
0
7
+00
Pine
Ave.
8+00
9+0
0
12'
12'
End Project: Sta. 9+25.54
00
0
0
0
0
0
0
20'
NORTH
Scale: l"=20'
20'
49'
50'
0
O
ti
0
0
0
10+00
A\ CITY OF HASTINGS,
ENGINEERING DEPT. C) 0
Project
Proj. No.
Description
Design By
Drown By
PINE AVENUE - Kent Street to Wayfair Dr.
B.B.
B.B.
SWP - 2011
Joint Detail
Dote 2/2005
Approved 8,!, _ r
Contractor
Drn. No.
4 of 13
70 00 • 60 00 • 50 00 40 00 • 30 00 20 00 10 00
10 00 20 00 30 00 40 00 50 00 • 60 00 70 00
70 00 60 00 50 00 40 00 30 00 *20 00 10 00
10 00 • " 20 00 30 00 40 00 • • • 50 00 • 60 00 • • 70 00
Qu ntities -
actor us
cess E
avatio
from:S reet Co structio
• a •
lirailte 9111
IGINAL •E
ESIGN E
RTHWOR
GINAL :E
ESIGN : E
RTH:WOR
43:41: •4
q-05• 00
GINAL :E
ESIGN E
RTHWOR
1:94`);
NW* :
GINAL: :E
ESIGN Et
L: .AREA:
AREA :
OR MAL f
D .SIGN:E.
R:THWOR
F LL AREA
PINE Ave. = Kent St. to Wayfair Dr.
CUT AREA :9.03 .S
70 00 .60 00 : 50 00 40 00 30 00 : 20 00 " " • 10 00
10 00 20 00 30 00 40 00 50 00 • • 60 00 70 00
Cu 'AREA
70 00 • 60 00 • 50 00 40 00 30 00 20 00 10 00
10 00 20 00 30 00 40 00
Poi. No.
Description
Design By
B.B.
Drown By
B.B.
SWP - 2011
Cross Section Sheets
8/2011
Din. No.
5 of 13
1922
1920
1918
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L2; BIk 4
s/
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to -
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12.68 TC 12.841/
12.01` FL 0'.`64% 12.18 FL
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13.00T
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co
_0
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
5+24.50
LT & RT
36.0
SCALES:
1"=20'HOR
1"=2'VER
SEEDING
Station to Station
Prop. Line to Back of Curb
Acres
5+24.50 to 9+25.93
LT & RT
0.25
0
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/
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VPI
(N
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12.50 FL
-3:00 TC
0.6%
0.6%
s
/
12.80 FL x
/
<>
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Lot 3 'x
NEW 8 WATER MAIN
3.60 TC / C>
13.10 FL x
64.
Fz
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14.20 TC
13.40 FL
0.6% /q
s>
12.80 FL
13.30 TO
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
5+24.50 to 9+25.93
LT & RT
1606.0
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
5+24.50 to 9+25.93
LT & RT
803.0
0
NOTE:
% <,) 13,1.0 -FL"
13.60 TC
£.
`s
e,
0
%
z
s/ ee•
13. O FL ▪ s/
cis' 13.96-TEF�
0 c9. `s/
`2 �>
Wayfair Addition
Block 2
1. Contractor shall grade terrace at 2% from Top of Curb
to Property Line.
2. Contractor shall protect all survey control points and Property Pins
from damage
6. Earthwork (L.S.) shall consist of the street excavation, constructing to the lines
and grades as shown on the plans and cross sections, and the disposal of excess
excavation on the adjacent Lots.
Approximately 576 C.Y. of excess excavation will be generated.
13.70 FL
6>
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• x
-0
14.50 TC
14106 CL a 4>
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ms`s/ `9 x ms`s/
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%
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14.39 Tat
14.52 TC 13.89 FL /
0.52% 14.02 FLtql 4i
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14.80 TO
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CL = 10+30.62
N = 8974.49
E = 10000.31
10 LL'3£+£'E15
i 0
A\ CITY OF HASTINGS,
ENGINEERING DEPT. 0
BOP Sta
Project
Southwood Paving - 2011
Proj. No.
SWP - 2011
Description
Ross Avenue Paving Plan
Design
By
B.B.
Dote
8/2011
Contractor
Oro
By
B.B.
Approved
By
T.B:M. = F.H. SE Corner Ros Ave./KentSt.
Chiseled "X" on SW gonnetBolt
gIe1/.i=1913.49
T.B.M.
S.Sidefaf Int.RossAve:/Wa
Dm. No.
6 of 13
air Dr
Chis led 'De on NE Bonnet Bolt
Elev. =1917.25
1916
VPI' STA '=
8+75:00
1922
1920
1918
VPI' EL' = 914.51
1914
VPI • STA := :54-24.50
VPI EL := :1912.0
91 = 1.49%
1912
1910
1908
1906
1904
92
CUR
= .1.02%
VPI :STA =::6:+00.00
VPI :EL :1:91:2.86 :
a1.. .1.02%
LEN = 0.00
.g2. n .0.60%
CURVE. LET-. •-. 0.0-0
E tistifg Gflde
91'='0:60
J
W
g2'=' --0.82%
CURVE LEN '_ -0.00
ea
00
i :49%
02%
0.:82%
----cervi
Propose
C\�
Grade
N" C)
N
co
r
b
0
CO
0
0
a
C
C
to
2
C 1n0
S
•
1916
1914
CA 0
•
0
03
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117
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0
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0
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1914.94 •Exist
0
9+00 9+50 10+00
1912
1910
1908
1906
1904
0
0
Begin Project: Sta. 5+24.5
•
5+00
50
9.64' 10' 10' 12' 12'
0
6+10
7
+00
Ros
s Av
co
0
0
8+00
9+0
0
12'
12'
20'
NORTH
Scale: 1"=20'
0'
20'
40'
60'
0
0
co
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'1/4aos 04
j CITY OF HASTINGS,
V ENGINEERING DEPT. 0
Project
Proj. No.
Description
Design By
Drown By
ROSS AVENUE - Kent Street to Wayfair Dr.
B .B.
B .B.
SWP - 2011
Joint Detail
Dote ¢0�
2/2005/y0
Appro.pY N v
Controctor
Orn. No.
7 of 13
70
00:::6000:
50
00
40
00
3000
20 00 •
10.00 U 10.00:::20 00 - - - 30 00
40 00 ::: 50 00 :
:60
00
70
00
7000••:6000:••50
00 40 00 .. - 30 00
20
00
0 00
10.00
•-2000-.-3000 40
00:
50
00:::60 00
7000
1920 00
' 920
00
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M-8 w
CO N
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coq to
r
920. 00
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00
1910
00
ORIGINAL :E .=1:914.84
0)
(.6 O
N)
1:910- DO
DESIGN - F RTF -WOR
FILL AR5A::=0:00
ITA '_S+86
CUT -AREA : . 37..:57::S:F.
ORIGINAL :E- :-191:3.28
19.20OD
' 920
00
DESIGN: EARTH -[WORK
FILL. AREA- =0:00
19'20 00
a
0
a
CUr:AREA -36:49 S
920' 00
v
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1915 Or
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ORIGINAL :E ::= 1:91.4.83
STA : =6+80
DESIGN E a RTHWOR1K
FILL- AR A- =0:00
CUT AREA : 49:35 S.F
ORIGINAL -E_ 1912.76
1920' 00
' 920
00
ESIGN' EARTHWORK
FILL AREA: =:0500
I -AREA . =2.4:69 'S:F
990- OD
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=:1914.55
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b I-< I HN WLiK rK
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CUT : A:RE:A
A- -=0.00
51.65 S.F.
1910 00
1920. 00
92(
00
RIGINAL -L_ --1912 26
DESIGN : EARTF+WOR
191.5.0 C
a
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ORIGINAL -E - -=191.3.90
DESIGN
E) RTHWORK
5
24.50
1919 Or
C 0.J J
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2 N N
a
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39.2911912:74
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1910' 00
19'15'00
a
0
a
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CUT -AREA - 40:53 -S.F.
O 0
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a
a
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00
00
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'L9-10 Of
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N)
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29.02,191 4.111.1
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31.18,19.14.4
DESIGN:EARTHWORK
N
1
STA :'Y +{3l
ORIGINAL -EL '=191.3.77
FILL - AREA -=0:00
CUT:A:RE:A: =19:63.-S.F.
DESIGN - EARTHWORK
FILL AREA' =0.:00
CUT -AREA
51:79 -S:F.
70
00:::60 00 ::: 50 00 40 00
30 00:::20
00 ' - 1.0.00 C 10 00
20.00.. - 30 00 40 00:::50 00 :
60
00
70
00
70.00::: 60 00 ::: 50
00 40 00 - - - 30 00 ::: 20
00
10.00
10.00:
20
00
30 00 40
00
M M
d a
rn ro-' 9
W�i.
0
00
ACITY OF HASTINGS,
ENGINEERING DEPT.
C)0
Project
Ross Ave. = Kent St. to Wayfair Dr.
Proj. No.
SWP - 2011
Description
Cross Section Sheets
DesVo BY
B.B.
Date
812011
Contractor
Drown By
B.B.
Om. No.
8 of 13
70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00:::20 00 .. . 30 00 40 00:::50 00:::60 00 70 00
70 00:.60 00:::50 00 40 00 • • . 30 00:::20 00 10 00 10 00:::20 00...30 00 40 00:::50 00:::60 00 " 70 00
Dirt Qu ntities:= ::5$:7::0
C.Y. -E cavatie
- 11.0 D:Y.::E bankm-nt:: (1: :comp actor:u'-d)
576.0 C.Y.: Ex :ess.Ex4 ovation Derived from St eet Con.tructio
O'iIGINAL :E " -191:5.09
CITY OF HASTINGS, EA 0
ENGINEERING DEPT.
Project
Ross Ave. = Kent St. to Wayfair Dr.
SIGN P:: CTR
Proj. No.
FILL ARBA =0:00
SWP-2011
Description
CU ::AREA . . 5.6..87 F
70 00 ::: 60 00:::50 00 40 00...30 00:::20 00 10 00 10 00: :: 20 00 . . . 30 00 40 00:::50 00:::60 00 70 00
70 00:::60 00:::50 00 40 00...30 00:::20 00 " " " 10 00 10 00::::20 00...30 00 40 00
Cross Section Sheets
Design By B.B. Dab 8/2011 Contractor
Drown By Approved : _ Dm. No.
B
9 of 13
PS
f`
z
4i
CL Station Equation: Ross Ave. Sta. 9+63.93 = Wayfair Dr. Sta. 3+32.71
0ri' 0\
19a a1y
D1 a
\010' 0kt-
xP
Control
N=9068.04
yo
Sis
a 0
o
a,\) 0 r
6
1jo
a I o
u
a
0
0
a`y
m
r
1. O
0)
a
0)
0
r
4i
x
i
X
9
•
y
0
0.39%
BOP = 2+26.79
N = 904075-
E
040 5E = 9894.57
O 0
SCALES:
1"=20'HOR
1"=2'VER
4:
x
14.22 FL
1y'
O
a
N
2%
a
I 0
I r
a
N
1O r
x
• 1▪ .61%
0
r
(O
n
N
•
a
N
m
r
0
O
m
0
0
a
N
-a
4+0
r. \ O^ 1y
O
1 191k 191k
O 1 yW a
a =17% T 61x� a�End Project: Sta. 9+25.93
may ' 20 Found Capped 5/8' Rebar 101•
=9068.26 L.S. 602
x E=10030.13_
x4% \ FH
H x14.14 TO 13.88 TC
AG
x4
Southwood Estates
Lot 3
NEW 8' WATER MAIN 13.43 TC
13.12 TC
1' eQ
NV
, 9 �. \ 10'
s0q OQ
»- 7Q, x4
1.95 TC
-7'-0•
11.09 TC
x v
a1
1
09
6+00
Fed 5/8" Rebar N Q
4:
9.87
10.08 TC 9.61 TC
10
so
a
Co
0)
0
50
W
a k
r 10
1a
V
0
m 2%
r
s
4`
11a
aN
4:
14.07 FL 0.76% 13.93 FL\ya976% 13.79 FL 0.7% 13.64 FL
0
0.9%
13.38 FL
Wayfair Dr.
0.9%
12.93 FL
Sta. 2+50.00
C
C)
a)
CO
14.58 CL
N
14.43 CL 14.29 CL
1415 CL
1
00
VPI
cVi N! -
0.76% 0.76% 0 6%
14.22 FL 14.07 FL -' 13.93 FL 13.79 FL a. 13 64 FL
14.72 TC
Wayfair Addition
Block 1
Begin Pavement: Sta. 2+94.71
. t`�\ 4%
1 x
co
•
0.9%
13. 9 CL
12.62 FL
New 8PVC Sanitary Sewe
12.
CL
12.12 FL
am 12.48 CL
VPC 40
oCrTh 1(b
a.
x41 91,3'
12.62 FL 4., 12.12 FL
0.9%
13.38 FL 12 93 -FL..
VPI
11,45 FL
1 'S
11.81 CL
O
191 x
4 11.45 Fb'
10.59 FL
10.95 CL
VPT
VPC
9.58 FL
Wayfair Dr.
9 94
VPI
Old Sanita Sewer Main abandoned in .lace
9.58 FL
10.59 FL
9.1
9.47
V
NI
2.5% 2.5%
56
a
m
r
P
v
m
r
m \
co
O
m
r
51,
1.78%
0
r
50
a
m
r
99
IL -
50
0
CT;
a
-1
0% 0 1.05% m' -1
\
0
a
50
0
-n 0 55%
r
0
Oo Oo
8 0.55% 8
r
0
m
01-
09 60
4-
4)9- , 4\ 1a
O°j' k0
.J
\ 1a 09. 4
\a
IAC'•
19
4:
0y
O
y0 \
•
\a
F%
x
k0
0a
x
\ CL Station Equation: Pine Ave. Sta. 9+63.54 = Wayfair Dr. Sta. 6+56.65
\
9) \.
1 1
a\ 9091'
7+00 \'"
\
End Project:Sta. 9+25.54
O' o
CoontroCaund-5/8" ebar 101
E=103 s. 27.5'
FH
eN
0.5% C
0.54%
Kit
0.54%
14.57 TO f4.43 TO 14.29 T j til 1414 TC
x 4% 1
6 1a1 Vff
x (v1 0).\
FH 60
- \a1 191
.0\b .4)\a
Sta. 3+32.71 CL
Sta. 3+50.71 FL
Sta. 3+70.71 EOR
13.88 TC 13.43 TC -13,12 T C 12.62 TC 911.95 TC 11.09 TC
0- ehL 6"�i wQteG 2aia SQ.& Qhsoa tzec . o '
1a
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
2+94.71 to 6+94.65
LT & RT
1600.0
3+50.71 to 6+38.65
LT
312.0
6+74.65 to 6+94.65
LT
32.0
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
2+94.71 to 3+14.71
LT
32.0
3+50.71 to 6+38.65
LT
312.0
6+74.65 to 6+94.65
LT
32.0
2+94.71 to 6+94.65
RT
400.0
Sta. 4+50 VPC
Wayfair Addition
Block 6
ADJUST MANHOLE TO GRADE
Station
Side
Each
3+32.71
7' LT
1.0
6+56.65
CL
1.0
+ + + + +\+
REMOVE EXISTING SANITARY SEWER PIPE
Station to Station
Side
Lin. Ft.
5+13 to 6+63
See Plan for Location
150.0
6+94.65
LT & RT
36.0
+ + + + +\+
Sta. 5+00 VPI
Sta. 5+50 VPT VPC
SEEDING
Station to Station
Prop. Line to Back of Curb
Acres
2+75 to 8+00
LT & RT
0.50
6+94.65
LT & RT
36.0
0x x 10.08 TO
0- - - F7\`�09
0 911' x 1a
4;
Sta. 5+84.33 VPI
9.11 L PAt4 9.00 FL
9.61TCx4) 9.50FL
44'.-- o o rJry''1
1
1 1'ky 191 4i91
a\
1
8.90-Flf 8.80 FL
0.54%
9.40 L1'4' C)9.30 -FL 44,"1/4
P 1
-J
0
<n
x
Abandoned Manhole to be removed by others.
NOTE:
1. Contractor shall grade terrace at 2% from Top of Curb
to Property Line. North side only.
2. Contractor shall protect all survey control points and Property Pins
from damage.
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft.
2+94.71
LT & RT
36.0
6+94.65
LT & RT
36.0
syr « r«+r
4
9.20T^y+
r r P
+ + +
+ + +j
+ `+ + +
++«+++
+«
+ + + + + + «
+ + + 4 «
« + + + + «
« « + + + +
+ + + + + +.
+ «
8.70FL++«+«
+++++«
+ +
+ + +
+ +
+++++«+++
+ +
9.0¢CL+++
+9.4+
+ + + +i+ + + +
. .
+
+ + + + + + + +
•
+ + + + + + + «
1.+
-ISM FL++
+
Levee
+ + +
+ + + +
+ + +
+ + + +
++
+ + +
9.20TC+++
•T f
- + +
+ + + + +\+
3. Earthwork (L.S.) shall consist of the street excavation, constructing to the lines
and grades as shown on the plans and cross sections, and the disposal of excess
excavation on the adjacent Lots.
Approximately 1577 C.Y. of excess excavation will be generated.
4. Contractor shall drop curb at intersection for handicap ramps to be
located in field by Engineer.
5. Contractor shall remove a portion of existing abandoned sewer main where
it conflicts with paving operation from abandoned manhole west approx. 150'.
6. Guy Anchors from Utility Poles to be relocated and reset by Hastings Utilities.
Utility Poles to remain in same location however, poles will be reset and lowered @ Pine Int. for construction by H.U.
End Pavement: Sta. 6+94.65
O
O
O
Southwood Estates
Lot 2
00 e*
N00' N y
N a x 0 g
x' .a
o
0%'h
Found 5/8" Rebar Prop°)- �'
N e" 1.94
486.20
x
0
EOP = 8+18.67
N , 9043.99'
1c'= 1048Q 4a
4;
A
Wayfair Addition
Block 7
O
Seed and install: 4' x 8' Scourstop North Flowline
4' x 4' Scourstop South Flowline
Straw Wattle 50 L.F. as shown.
27.5' x 52' C-125 Turf Reinforcement Mat
as per manufacturer's instructions.
End Project: Sta. 8+0(
0P •
09.
1a
x01° et,
\0C2 99
4?
x
CITY OF HASTE1 GS,
ENGINEERING DEPT.
Project
Southwood Paving - 2011
Proj. No.
SWP - 2011
Description
Wayfair Drive Paving Plan
Design By
B.B.
Dote
8/2011
Contractor
Drawn By
B.B.
1920
ApproreE�
Dm. No.
10 of 13
1920
1918
vs -
N
0)
1918
1916
II
II
VPI STA •_ -3
70.7
U)
.J
w
VPI EL = 19
4.00
0
CO
0-
O
m
g1 •= • -0:76%
g2 .= • -0:90%
CURVE LEN. -1
0.00
1914
1912
1910
6
6
P0
x'sopa::225,
6
taa
C: k6%
Exlstir d Grad
In
0
0
6
L. X.
......... .....v. ...._._41'4-. ...
o).. v -0.90% x
I d
Proposed G
ade
6
6
L
VPI :STAj
VPI :EL - :1:912.84:
1 = 0,90%
g2. = ' 3.77%
CURVE: EN • =100;00
K 34.80
7 046
o
to
U)
01
0
rn
4
6
a�
L.
u�
n
W
1• N
co *
W 0;O
0
+
0)
1916
1914
Tor
L
L
w
'C -I-..___.
I- W
H.. s.... :e\
>
Cr_ ' a o
> v L
> ‘,S9 .
1908
1906
1904
1902
VPC
.u
W
0
0_
>
0
O
O
U)
tri
0.54%
to
0
oY
a
N.
cs
11
VT LP!
VPI
RI
CURVE LEN' = 68
K
21.27
0.28
co
CO
1.6
UJ
2+00 2+50
1/5
o
UJ
CO
0.
0
LLI
CO
Ns
co
UJ
CO
CL
CO
sit
CD
6.
CD
0
sts-
X se
CL
o
ai
to
0
11
0
3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
7+50
Clf
8+00
1912
1910
1908
1906
1904
1902
0
0
m
ci
O
cc
8' 10' 10' 8'
0
0
0
CO
+
O
O
ai
Q
4)
C
f2
8' 10' 10' 8'
0
0
0
co
0
10'
0
3+00
a,
10'
8'
10'
O
0
10'
8' 10'
10'
0
12'
12'
W
ayf a
r Dr.
12'
12'
10.63'
10.63'
0
10.63'
10'
10'
0
8' 10' 10' 8'
10'
10'
0
0
0
4+00
5+0
0 6
+00
0
0
0
a,
a,
a,
a,
a,
Begin Project: Sta. 2+94.71
0 0
00
0
0
O O
O O
7+00
End Pavement: Sta. 6+94.65
20'
NORTH Ch,
Scale: 1"=20'
0'
20' 40' ' 60
J
0
etprwr4rae
etc?FESS/p
o
a
o„..<oew„oo
'®000 o�'e'f�`"b
1..tl DAVID L a$
'O WACKER I.=
E-5090 ig7.11
v.
!s"
j CITY OF HASTINGS,
{� ENGINEERING DEPT. C
Project
Proj. No.
Description
Design By
Drown By
WAYFAIR DR. - Ross Ave. to Pine Ave.
SWP - 2011
Joint Detail
B.B.
B.B.
Dote 2/2005
Approved ,liti' , /
Contractor
Dm. No.
11 of 13
70.00 60 00 50
00
40
00...30
00
20 00
10.00 1000
20 00 30
00
40 00 50
00 : 60
00 70 00
70 00 60.00 50 00 40
0 3a 00 20 00
10 00
1000
20 00 30
00
40
00 50
00 60
00 70 00
1915 OL
1 91 5. 00
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04
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99n 00
6
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a.
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CM. CO
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iio Or
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1910 Or
03
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rei • ni
ro
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oa
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no
0
u-
0.40
• at •
4:16
coco c” Zs.") •
•
In
0
1910 00
6
........
56.65
........
ORIGI:NAL EL:=19:11.13
q0F 00-
11000
DESIGN EARTHWORK
FILL AREA: -0.:00
CU- AREA. = . 1 . 44.12 S.F
ORIGINAL E_ -1-9f375
DESIGN EARTH WOR
1915 OC
915-00
FILL AREA: --+-:0.:00
•U T AREA =44.78
19-2000
920 00
1910 Or
:00
1915 OC
ii
2
a.
0
co •oa
CO -CO
0
o:Pc0
°ICC:
r
8..6.5
1.915 00
1.• 55.33:1 9111 .'42
to
0, .
r„-.-0, 2%.
to
ci
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-2
orf
ctP
.4scr•
c4
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191 00
........
1905 00
ORIGINAL -E =1912.74
105 00
1 91.0 OC
0)
• 0
• 4
0)
Cl
• o
to
SJGN: E RTHWORK
FILL AR A: =0.00
91 00
SPA -4+00
ORIGINAL E -1914.33
EIFCIGN _FARMINOR/
FILL AREA: -:0.:00
1 91-5 Or
1115-00
CU T :AREA: :S:F .
192&00
0
170• 00
C
6
191.0
to
*Sr
<0.
6-)
0;0
_J0
H
00
C/ OD -
c0
a).
C
Cl
tqin
1915 oc
1915 00
190500
105 00
70:71
1 9i -0 -CC
a)
r•-•.%
Cl
to
to
0,
Cl
a
C
spa - To.v,
N
.0
•d
. N
35,10,1915.09
1
ORIGINAL :E =1912.65
1-910-00
DESIGN: EARTHWORK
FILL AREA: -0.00
OR G:INAL: :4. =1.914.90
CUT. AREA: -1.82.65 S.F
DESIGN EARTHWOR<
ELI ARFA.
1990-00
220-00
cur AREA =64.10 S.F
1 20 oo
27(H)
3
Li -
05
Co
0
01
1915 Or
I- IL
.CD
q.10
U)
........
1115 00
1915 OC
3,31.44/
0
Cl
N
1 91-0GC
-.3Y.t8?915
N
NN
C) 0:n
et
ccE
coo (0%4 -
tot =3
ci
ORIGINAL :EL 19:1:5.19
1213.110:_
3
. t6
• 6)- ro.)-2
to
-72:5511912.50
1910 Or
it
2?
cao
rr
91 00
0
ORIGINAL EL -1912 9
RI_O 0
DESIGN EARTHWORK
DESIGN EARTHWORK
1990.
Ff1 ARE A • =0110
T 'AREA -.73:87 S.F
920 oa
t99CF
FILL AREA: =:0.:00
- AREA =122..53 S.F.
to •
2%
-731..93,1915.2
2% 2% •
C.) -
I'
C tpol
0
Silika, =2+9&71i
CN
:1
t7) • .
Lei • to •
'4, • cd •
to
cn
0
to
et:
to
19151)0
4.71
1 11 5 Or
ai.
2 0
o_
F-li-
o
co. cc!
•c‘i
1910 00
ORIGINAL L.. =-19f5.23
DESIGN • EARTHWORK
FILL AREA: -0.00
7- 74.89.1912
1910 or
25. 0,1913.$ •
N
0
1915-00
C)
1910.00
2
ORIGINAL- EL • -:191-3 41
ct IF -AREA -52-t3 S.F
DESIGN EARTHWORK
I -LL AREA -0.00
CUT -AREA. =6-7.31 SiF
70 00 : . 60.00 50
00
40
00
30
00 20 00 10 00
C
1000
20
00 30 00 40 00 50
00 .. 60
00 70.00
70 00 60.00 50 00 40
00 30400 20 00
10 00
C
10.00
20 00 30
00
40
00
CITY OF HASTINGS,
ENGINEERING DEPT. C, 0
Project
Wayfair Dr. = Ross Ave. to Pine Ave.
Prof. No.
SWP-2M1
Descdpbon
Cross Section Sheets
Design By
B.B.
Date
8/2011
Contractor
Dram By
BB.
Approved MIA/0 Dm No.
12 of 13
70.00::: 60 00 ::: 50
00 40
00...30
00
20.
00 .10.
00
10 00:
20
00...30
00 40.
00 ::: 50 00 ::: 60 00 • • • 70 00
70
00:::60
00:::50
00 40
00...3
00:::20
00...10
00 C
10
00. 20
00...30
00 40
00::50
00:: 60
00 " ' 70
00
191-5 OC
1915'0
8
1910 0C
18:67 ro
0
17)
1905.00.:::
191 n on
8
0
Sara: = R M��
RIGINALL : 61=1:X08.00::: :
0
MOta
OM
f
00— .
MO•
OW.
r O
to M•
18.07
9050
D
ESIGN : E2
8.>
m^ .tea
2 TKWOR r<
FILL . ARE
CUT : ARE
A =0.:00
A=0.00
w.-0.0.0
VC==0.00
1915 0C
1.915 00
Dirt Qua
ntities
1577.0
C;Y.::Excess: Ex
cavation
Derived
from St
reet:Cor
struction
8
191ntor
191
7c
0
19.05.00
a)
0
M
SWEL
OR
8+0
IGINAL :E
lV
D
ESIGN: E
: =12908 164
Lo
TENW:OR <
FILL ARE
A- =0:00
CUT AREA 0.:00
22.$4,1:909.$5
.0
905 0
19.15 -GC
191500
7
1910 0C
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0)
1910 00
7
° 19-05.00
57:45,1909.28
u..
r � n
rn
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1915 On
4•
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19100
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40.9 W10,27
50:
905 00 -
OR
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Cu
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IGINAL :E ::-191:0.03
ESIGN: E ° RTH:WORK
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=0;00
71:.:59• •S:F.
4:1
Sera: ^ +84,85
JJ.ti1, t8I
1915.00
OR
D
IGINAL::E ::=:1:91:0.78
ESIGN: E RTk-I:WORr<
FILL- AR A- -=0:00
910.0
6'�
94.:65
70 00:::60
00:::50
00 40
00...30 00:::20
CU -
00...10
AREA 113:94: S.F.
00
1000
20
00...30.
00 40
00:::50
00:::60.
00 70 00
70
0Q:::60
00:::50
00 40
00...30
00:::20.
00...1.0
00
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10.
00::::20.
00..-30
00 40
00
'` n o
:DAVID L: : :
'WALKER'
( 5090.. -J}I
rho °`frif.
/T\CITY OF HASTINGS,
ENGINEERING DEPT.
Project
Wayfair Dr. = Ross Ave. to Pine Ave.
Proj. No.
SWP - 2011
Description
Cross Section Sheets
Designer
B.B.
Drown ey
B.B.
Dote
8/2011
Controctor
Dm. No.
13 of 13
c
v
0
N
1-
0 " w
0
MON
Roadway Design Division
M
LL
0
JOINT SEALANT
FLOW
1„
9„
8"
1" PREFORMED
EXPANSION JOINT FILLER
CONCRETE BARRIER CURB
QUANTITIES
CONCRETE 4.55 CU. YDS./STA.
AREA 1.228 SQ. FT.
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
CONCRETE MEDIAN CURB
QUANTITIES
CONCRETE 4.42 CU. YDS./STA.
AREA 1.192 SQ. FT.
NOTE: 4 ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN
100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE I.
9"
1"
8"
e
e
• • D e a
.
s
•
A p • . p • . . " • D D
NOTE: MAY BE USED WHEN T IS LESS THAN 12"
INTEGRAL CONCRETE BARRIER CURB
QUANTITIES
CONCRETE 1.33 CU. YDS./STA.
AREA 0.359 SQ. FT.
NO. 4 LONGITUDINAL BAR TO BE
GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
NO. 5 x 8" TIE BARS
AT 51-0" CENTERS
NOTE: USE WHEN T IS 12" OR GREATER
INTEGRAL CONCRETE BARRIER CURB
ALTERNATE TYPE
QUANTITIES
CONCRETE 1.33 CU. YDS./STA.
AREA 0.359 SQ. FT.
INTEGRAL CONCRETE SLOPING CURB
QUANTITIES
CONCRETE 0.62 CU. YDS./STA.
AREA 0.167 SQ. FT.
1,-0„
•
A p•A p• D D'
e
. D • • D • • D • • D • p . •
e ••e s
•
A s p. • p . e 4• D D .
INTEGRAL CONCRETE
SLOPING CURB
QUANTITIES
CONCRETE 0.46 CU. YDS./STA.
AREA 0.123 SQ. FT.
CONTRACTION JOINTS SHALL
BE CONSTRUCTED TO MATCH
LOCATION OF EXISTING JOINTS
EXISTING
CONCRETE PAVEMENT
FLOW
JOINT SEALANT
1'_0"
„
FLOW
1" PREFORMED
EXPANSION JOINT FILLER
CONCRETE CURB,
TYPE I
QUANTITIES
CONCRETE 5.22 CU. YDS./STA.
AREA 1.408 SQ. FT.
NO. 4 LONGITUDINAL BAR TO BE
" GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
THE AREA BETWEEN CURB AND
EXISTING CONCRETE PAVEMENT
TO BE CLEANED AND ROUGHENED
AS DIRECTED BY THE ENGINEER
3"
•
It
NO. 5 x 8" TIE BARS AT 5'-0" CENTERS
TO BE DRILLED AND GROUTED INTO EXISTING
CONCRETE PAVEMENT (WITH APPROVED GROUT)
CONCRETE CURB,
TYPE II
QUANTITIES
CONCRETE 0.87 CU. YDS./STA.
AREA 0.234 SQ. FT.
9„
s e
e
T
T/4 (2" MIN. J
INTEGRAL CONCRETE CURB
QUANTITIES
CONCRETE 0.89 CU. YDS./STA.
AREA 0.239 SQ. FT.
1`-0"
7„
-
No. 4 LONGITUDINAL BAR TO BE
GAPPED AT CONTRACTION JOINT
LOCATIONS; 3" MIN., 6" MAX.
FLOW
•
e �,! D
• CONCRETE PAVEMENT
D , D • . . D . • D • • • 1
•
e
A
ISAW CUT 4" MIN.
DEPTH
x %" JOINT FILLER RESERVOIR
EROSION CONTROL CURB CONTRACTION JOINT THRU CURB
QUANTITIES
CONCRETE 0.81 CU. YDS./STA.
AREA 0.219 SQ. FT.
NO. 5 x 8" TIE BARS
AT 5'-0" CENTERS
INTEGRAL CONCRETE CURB
ALTERNATE TYPE
QUANTITIES
CONCRETE 0.87 CU. YDS./STA.
AREA 0.234 SQ. FT.
NOTE: T = PAVEMENT THICKNESS
RIO
FEB 09
MULTIPLE REVISIONS
R9
MAR.05
MULTIPLE REVISIONS
R8
MAY 01
MULTIPLE REVISIONS
REV. NO.
DATE
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 30I -RIO
PAVEMENT DETAILS
ORIGINAL:
JANUARY 31, 1974
DATE
Roadway Design Division
1" DIA. x 18" DOWEL BARS, T=6" TO 8"
1%" DIA. x 18" DOWEL BARS, T OVER 8"
• • .
EXPANSION TUBE
•
EXISTING SLAB : "' NEW SLAB
GREASE DOWELBAR ON EXPANSION TUB SIDE
1" PREFORMED EXPANSION JOINT FILLER
NOTES: Q JOINT SEALANT
DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED.
DOWEL BARS SHALL BE PLACED AT 1'-0" CENTERS. THE OUTSIDE DOWEL BAR. SHALL BE
PLACED 6" FROM THE EDGE OF THE SLAB.
THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW
CONCRETE ABUTS THE EXISTING CONCRETE.
DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY € AND TO THE ROADBED.
EXPANSION JOINT
(SUBSIDIARY)
NO. 5 x 18" TIE BARS AT 33"
CENTERS TO BE DRILLED AND
GROUTED INTO EXISTING SLAB.
ASPHALTIC CONCRETE
a
1'-0"
84 s%
4'
a
p .
a . .
A,
• D D D
•
•
p • P .
EXISTING SLAB
VARIABLE
CONCRETE BASE COURSE W/INTEGRAL CURB
NO. 5 x 18" TIE BARS AT 33"
CENTERS TO BE DRILLED AND
GROUTED INTO EXISTING SLAB.
1,-O"
to
•
"
• • .
"ro.,
•
• •
A • . D ' . D . • D • •• D' ' •• D • •D . •D • •D
f
EXISTING SLAB
VARIABLE
THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE
W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING:
CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED
TO MATCH LOCATIONS OF EXISTING JOINTS.
CONCRETE PAVEMENT WIDENING
to
ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS
THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE
THAN 49'-0'.
LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS
WHEN SURFACING WIDTH IS 16' OR GREATER.
TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS
AT INTERVALS OF NOT MORE THAN 8'.
TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED.
JOINT SEALANT
3' MIN.
SLOPE 2%
// • y,"R .• • .a•y,"R
l I �`--
JOINT SEALANT
I
J EXPANSION JOINT FILLER
1" PREFORMED
L
DETAILS OF CONCRETE MEDIAN SURFACING
1" PREFORMED
EXPANSION JOINT FILLER
fer
vigor r
1'-0"
2"
co
VARIABLE
T
ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION
RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL
BE PROVIDED EVERY 8' OR WHERE SHOWN ON THE PLANS.
NOTE: RECESS THE EXPANSION JOINT FILLER %" FROM THE
TOP SURFACE OF THE CURB TYPE UNDER CONSTRUCTION
DETAIL FOR CUTTING EXPANSION JOINT FILLER
COMBINATION CONCRETE CURB & GUTTER
12" OPENING
FOR SIGN POST
1'-6" 9' MIN.
111111111.1111D
moi!
1" PREFORMED
EXPANSION JOINT FILLER
41
W/JOINT SEALANT
12" OPENING
FOR SIGN POST
B
L
A
4" MEDIAN SURFACING
1'-6"
4' MIN.
1
JOINT SEALANT
I `Dy
._ .
1" PREFORMED
EXPANSION JOINT FILLER
I.
PLAN
DETAIL AT END OF MEDIAN ISLAND
• 1'-6" •
9' MIN.
C
SECTION A -A
LENGTH AS SHOWN ON PLANS
8' MIN. FOR 6" CURB
6' MIN. FOR 4" CURB
D
B
1" PREFORMED
EXPANSION JOINT FILLER
W/JOINT SEALANT
4" MEDIAN SURFACING -
i 1'-6"
•
9' MIN. `�
JOINT SEALANT
C
PLAN
CONCRETE ISLAND NOSE
D
-A a
a
1" PREFORMED
EXPANSION JOINT FILLER
TOP OF SLAB
SECTION B -B
SECTION C -C
CONCRETE PAVEMENT
. a .77.a O
a.
SECTION D -D
NOTE:
EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE.
DETAILS OF CONCRETE ISLAND NOSE
3"
LEFT IN PLACE
CONCRETE HEADER
NOTE: T = PAVEMENT THICKNESS
RIO FEB 09
R9 MAR.05
R8 MAY 01
REV. NO. DATE
MULTIPLE REVISIONS
MULTIPLE REVISIONS
MULTIPLE REVISIONS
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 30I—RIO
VEMENT DETAILS
ORIGINAL:
JANUARY 31, 1974
DATE
Roadway Design Division
gib•.
• . , • -. ♦
a , a a
D • • D • • D •
a - . - ♦ • A
P ♦ A a
. D •D . D '
INTEGRAL CURB
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
DETAILS OF CURB DROPS
•\
•
R
VARIES
-S
5' WALK
(4' MIN.)
.
Q
G
BARRIER CURB
R
X
5'
3.00'
10'
4.36'
15'
5.38'
20'
6.29'
25'
7.00'
30'
7.68'
35'
:
8.31'
40'
8.89'
F
X
R = RADIUS
•X=
(X & R IN FEET)
rr• Qrrr ..
o
FnN
to
`-CONTRACTION
1'-0" JOINT
E
#4 REBAR, 4'-0" LONG
I
DRIVEWAY PLAN
2" SLOPING CURB+Z3% TO +10% +2.0%
4' MIN.
1
• ♦
•
e• •e
• • A
a ,
♦ 4 ♦ y
♦ , • e
• D• •
• ♦ 'A
•
• ♦ • P
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•
♦ A A a A
p e• • e• e• 'e• •e• •.. e•e•
• - - •• ♦ • a • A • a W •
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• • ♦ . • • • D • ♦ • D • ♦ ! D • ♦ • • ♦ •
• • ♦ ,
SECTION E -E (RURAL DRIVEWAY).
JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
SECTION E -E (URBAN DRIVEWAY)
1'-0" JOINT SEALANT
1" PREFORMED
EXPANSION JOINT FILLER
SECTION F -F (URBAN DRIVEWAY)
TOP OF CURB + 0" MINIMUM
1
to
TRANSITION SIDEWALK TO MEET DRIVE
(DISTANCE VARIES)
RISE LESS THAN 6" (8% SLOPE)
RISE GREATER THAN 6" (5% SLOPE)
SLOPE
rg"
e e e •. a • e
• P • ♦ • ♦ •
VARIABLE
SECTION G -G
to
R=RISE
egil ed
•♦ •e♦ ea' •e♦' •
• ♦♦• , •
if8'
VARIABLE
AMA
CROSSWALK DRIVEWAY
SLOPE TOWARD STREET 2%
r_ 1
VARIABLE
SIDEWALK
(1) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±8:
(2) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±15%
(3) 10' MIN. ROUNDING IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±22%
5' SIDEWALK
(4' MIN.)
Y
PROFILE URBAN DRIVEWAY WITH SIDEWALK
(MAXIMUM PERCENT OF GRADE)
NOTE:
1" PREFORMED EXPANSION JOINT FILLER SHALL
BE PLACED IN ALL SIDEWALKS OR CROSSWALKS
AT INTERVALS OF NOT MORE THAN 50'-0", AND
AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS
ARE ADJACENT TO CURB. IF SIDEWALK OR
CROSSWALK TO BE CONSTRUCTED IS LESS THAN
50'-0" IN LENGTH, ONE SUCH EXPANSION JOINT
SHALL BE PLACED AS DIRECTED BY THE ENGINEER.
NOTE: T = PAVEMENT THICKNESS
RIO FEB 09 MULTIPLE REVISIONS
R9 MAR.05 MULTIPLE REVISIONS
R8 MAY 0/ MULTIPLE REVISIONS
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 30I -RIO
PAVEMENT DETAILS
ORIGINAL:
JANUARY 31, 1974
DATE
Roadway Design Division
C N
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RAMP LOCATION POINT
FLOW LINE
OF GUTTER
RAMP WING
4'-D"
MIN.
r
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. D., W W0 0
W W
, W, W W W .
W
i W W 4'4' W
SIDEWALK _tD
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////////////%%%
/
/
/
OBSTACLE
/
/
B�
J
3
0
A
TOP OF CURB
RAMP FLARE
10% MAX. SLOPE
A INDICATES 1" EXPANSION JOINT
TYPICAL CURB RAMP DETAIL
RAMP WING
(6"/FT. SLOPE)
DETECTABLE
BROOMED
WARNING
4'-O" MIN.
SURFACE
RAMP FLARE
10% MAX SLOPE
SIDEWALK
SECTION A -A
TYPICAL RAMP CROSS SECTION
DETECTABLE WARNINGS
RAMP WING
FLOW LINE
OF GUTTER
RAMP FLARE
SIDEWALK
RAMP
5'-6" MIN. 6'-O" TYP. (5" RISE)
TO 15`-0" MAX.
BROOMED 2'-O"
SURFACE
a/
/
/
/
/
/
CURB TRANSITION
(RAMP WING)
1" SLOPING CURB
FLOW LINE OF GUTTER
A INDICATES 1" EXPANSION JOINT
MEDIAN CROSSING
4'-0" MIN.
MANEUVERING
LENGTH
'rY %
8.3% MAX -SLOPE
+ BROOMED SURFACE
TOP OF CURB
1" SLOPING CURB
(8.3% SLOPE)
8"
JOINT SEALANT (HOT POURED)
1" PREFORMED EXPANSION JOINT FILLER
1" SLOPING CURB - CURB TRANSITION
(RAMP FLARE)
SECTION D -D
TYPICAL RAMP CROSS SECTION
(SHOWING CURB TRANSITION)
NOTE:
SECTION B -B
TYPICAL RAMP PROFILE
1'-0"
TYP.
CURB RAMPS, TYPE ' W & VII
CURB RAMP, TYPE V
BROOMED
SURFACE
RAMP ' 1
BROOMED
SURFACE
RAMP 2
RISE -
MILL CONCRETE CURB
TO THIS LINE
COMBINATION CONCRETE CURB AND GUTTER MAY BE
REMOVED AND REPLACED IN LIEU OF MILLING.
CURB REMOVAL DETAIL
4,-O„
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0000000000000000000
O 0000000000000000000
O 0000000000000000000
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0000000000000000000
O 0000•000000000000000
O 0000000000000000000
O 0000000000000000000
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 to 0 0
DETECTABLE WARNING PANEL
O
CCD
.3% MAX SLOPE
.
8.3% MAX SLOP
CURB RAMP
RISE
"L"
RAMP 1
RAMP 2
TYPE V
3"
VAR.
N/A
4'-0"
TYPE VI
3"
5'-0"
4'-0"
4'-0"
.TYPE VII
5"
5'-O"
6'-0"
6'-0"
SECTION C -C
TYPICAL RAMP CROSS SECTION
3" CONCRETE SLOPING CURB DETAIL
. . . . 0
. . 0 . •
0 0 0 0 0
'10434
stats
LEGEND
DETECTABLE WARNING PANEL
BROOMED CURB RAMPS
BROOMED RAMP WINGS & FLARES
MILLED CONCRETE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
NOTES:
THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED
THROUGH THE AREA OF THE CURB RAMP.
THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED
PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. ALL
FLARES AND WINGS SHALL BE BROOMED PERPENDICULAR
TO SLOPE.
CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON
THE CURB RAMP, FREE OF SAGS AND SHORT GRADE
CHANGES.
THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 10%
SLOPE AT RIGHT ANGLES • TO THE SLOPE OF THE CURB
RAMP, TYPES H, III AND IV.
THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS
(OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE
RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR
EXITING THE RAMPS.
THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE
MEASURED AND PAID FOR. AS A PART OF THE WORK FOR
"CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING"
OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION
OF NEW OR EXISTING CURB WILL NOT BE PAID FOR
DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO
OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS
MADE.
DETECTABLE WARNING PANEL:
• SHALL BE PAID FOR BY THE SQ. FT.
• SHALL BE FROM THE APPROVED PRODUCT LIST
• SHALL BE A CONTRASTING COLOR TO THE
SURROUNDING SURFACING
• SHALL EXTEND THE FULL WIDTH OF THE 1"
SLOPING CURB.
ON THE RADIUS THE CORNERS SHOULD BE LOCATED SO.
THAT THEY ARE 6" TO 8" FROM THE BACK OF CURB.
NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE
DETECTABLE WARNING PANELS.
* INDICATES 2% SLOPE TOWARDS STREET.
REV. NO.
DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303
CURB RAMPS
FHWA, APPROMED:
MARCH 22, 2010
DATE
ORIGINAL:
MARCH 22, 2010
DATE
Roadway Design Division
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CROSSWALK
O O O O O
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TYPE I
CROSSWALK
4'-0..
W
4 -
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MIN
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4-
4-
30 ' RAMP LENGTH
W
W
SLOPING CURB 4,7...4: ,„ '
(SEE DETAIL I :\ \
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TYPE V
CROSSWALK
C
4'-0" RAMP LENGTH
WITH 3" RISE
C
IIIIIIII"� IdI�IIIIINII�II
C
6 —0' 5'-0"
6'-0'
TYPE VII
OBSTACLE
CROSSWALK
O 0 0 0 0
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O O O O O
TYPE II
CROSSWALK
CROSSWALK
02C�; � 30" RAMP LENGTH
_WITH 2" RISE
1111 Ni
TYPE VI
3 ' CONC. SLOPING
CURB (SEE DETAIL
L4'—o
>
MIN.
TYPE I I I
4'—O"
MIN.
TYPE IV
O O O O O
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LEGEND
DETECTABLE WARNING PANEL
BROOMED CURB RAMPS
BROOMED RAMP WINGS S FLARES
MILLED CONCRETE
GRASS OR NON WALKING SURFACE
CURB TRANSITION
REV. NO. DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO. 303
CURB RAMPS
FHWA APPROVED:
Roadway Design Division
CC N
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CHANNELIZATION DEVICES
THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN DRIVERS OF CONDITIONS CREATED
BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMP-
ORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNEL-
IZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR MARKERS, VERTICAL
PANELS, DRUMS, BARRICADES, TEMPORARY RAISED ISLANDS, AND BARRIERS.
DEVICES USED FOR CHANNELIZATION SHOULD PROVIDE FOR SMOOTH AND GRADUAL TRAFFIC
MOVEMENT FROM ONE LANE TO ANOTHER, ONTO A BYPASS OR DETOUR, OR TO REDUCE THE
WIDTH OF THE TRAVELED WAY. THEY MAY ALSO BE USED TO SEPARATE TRAFFIC FROM THE
WORK SPACE, PAVEMENT DROP-OFFS, PEDESTRIAN PATHS, OR OPPOSING DIRECTIONS OF TRAFFIC.
CHANNELIZING DEVICES SHOULD BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICT-
ABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK, THE DEVICE SHOULD
YIELD OR BREAK AWAY, AND FRAGMENTS OR OTHER DEBRIS FROM THE DEVICE SHOULD NOT
PENETRATE THE PASSENGER COMPARTMENT OF THE VEHICLE OR BE A POTENTIAL HAZARD
TO WORKERS OR PEDESTRIANS IN THE IMMEDIATE AREA.
SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO THE
SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE
SPEED WHEN USED FOR TANGENT CHANNELIZATION.
SPACING OF CHANNELIZATION DEVICES
SPEED
(MPH)
S
SPACING OF DEVICES
IN FEET
TAPER
TANGENT
25
25 FT
50 FT
35
35 FT
70 FT
45
45 FT
90 FT
55
55 FT
110 FT
65
65 FT
130 FT
70
70 FT
140 FT
75
75 FT
150 FT
WARNING LIGHTS ON CHANNELIZ NG DEVICES. CONSIDERATION SHOULD BE GIVEN TO FOG OR
SNOW AREAS, SEVERE ROADWAY CURVATURE, AND USUALLY CLUTTERED ENVIRONMENTS.
FLASHING WARNING LIGHTS SHALL BE PLACED ON CHANNELIZING DEVICES USED SINGLY OR IN
GROUPS TO MARK A SPOT CONDITION. STEADY -BURN WARNING LIGHTS MAY BE USED ON
CHANNELIZING DEVICES USED IN A SERIES.
THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH,
SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION:
D4956, FOR TYPE III SHEETING. THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING
DEVICES SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2°
OBSERVATION ANGLE AND -4° ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER.
COEFFICIENT OF RETROREFLECTION
WHITE
ORANGE
RED
YELLOW
125
50
22.5
85
IN ADDITION TO THE MINIMUM COEFFICIENT OF RETROREFLECTION, THE AMERICAN TRAFFIC
SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY STANDARD FOR WORK ZONE TRAFFIC
CONTROL DEVICES" MAY BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC
CONTROL DEVICE IS ACCEPTABLE. MARGINAL OR UNACCEPTABLE.
THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE
SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT, BUT NOT ON THE DEVICES FACE.
THE LETTERS AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 100 SQUARE
CENTIMETERS IN TOTAL AREA.
PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURING THAT CHANNELIZING DEVICES ARE
MAINTAINED AND KEPT CLEAN, VISIBLE, AND PROPERLY POSITIONED AT ALL TIMES. DEVICES
SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR
RETROREFLECTIVITY AND EFFECTIVENESS.
REFLECTIVE WHITE
REFLECTIVE WHITE
DESIGN
DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATIO.N SHALL BE CONSTRUCTED OF LIGHT-
WEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT
AND HAVE AT LEAST A 18 INCHES MINIMUM WIDTH, REGARDLESS OF ORIENTATION. THE
PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. STEEL DRUMS SHALL NOT BE USED.
THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE
AND WHITE RETROREFLECTIVE STRIPES 6 INCHES TO 8 INCHES WIDE. EACH DRUM SHALL HAVE
A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES
BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 2 INCHES WIDE.
DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER
DEBRIS.
DRUMS
18" MIN
REFLECTIVE ORANGE
OPTIONAL REFLECTIVE ORANGE
BALLAST SHALL NOT
BE PLACED ON TOP
OF ANY DRUM
APPLICATION
DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY
ALSO BE USED SINGLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY
VISIBLE AND HAVE GOOD TARGET VALUE, GIVEN THE APPEARANCE OF BEING FORMIDABLE
OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF DRIVERS.
DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO AN EXTENT THAT
WOULD MAKE THEM HAZARDOUS TO MOTORISTS. PEDESTRIANS, OR WORKERS. WHEN THEY ARE
USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE
BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE, CAUSING A HAZARD IF STRUCK BY A
MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM.
fflDflCeinea7f]1 4ninninnn-7 .,.ne. Ar r...
BARRICADES
BARRICADE TYPE
TYPE II
TYPE III
WIDTH OF RAIL
8 INCHES MIN -
12 INCHES MAX
8 INCHES MIN -
12 INCHES MAX
LENGTH OF RAIL
36 INCHES
8 FEET **
WIDTH OF STRIPES
6 INCHES
6 INCHES
HEIGHT
36 INCHES
5 FEET
REFLECTIVE SHEETING
TYPE III
TYPE III
NUMBER OF
REFLECTORIZED
RAIL FACES
4 (TWO EACH
DIRECTION)
6 (THREE EACH
DIRECTION)
* NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER.
** WHEN LATERAL SPACE IS LIMITED. SOME TYPE III BARRICADES WITH A 4 FOOT
LENGTH OF RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER.
TYPE III BARRICADE
TYPICAL MOUNTING OF
FLASHING WARNING LIGHTS.
LIGHTS SHALL ALWAYS BE IN
VERTICAL ALIGNMENT.
TYPE II BARRICADE
BALLAST BAR
TIE CHAIN OR OTHER APPROVED METHOD
BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE
DESIGN
A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPRO-
PRIATE MARKINGS. IT IS USED TO CONTROL TRAFFIC BY CLOSING , RESTRICTING, OR
DELINEATING ALL OR A PORTION OF THE RIGHT-OF-WAY.
BARRICADES SHALL BE ONE OF TWO TYPES: TYPE II, OR TYPE III.
STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECTIVE
STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS). THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH IS 36 INCHES.
WHERE
A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE
DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND
LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS FROM
THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED. THE
STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES,
BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN
BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND
OR TRAFFIC.
BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT BY
ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE,
THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND HAVE NO RIGID STAY BRACING
FOR A -FRAME DESIGNS. TYPE II BARRICADES SHALL BE BUILT WITH LEGS OR SUPPORTS THAT
WILL COLLAPSE WHEN THE BARRICADE IS TIPPED OVER OR HAS BEEN LAID DOWN.
ON HIGH-SPEED ROADWAYS OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE
TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY
BE PLACED ON LOWER PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST
BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE
BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS OR CHUNKS OF CONCRETE.
ON THE INTERSTATE , FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE
USED FOR CHANNELIZATION.
THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE
BARRICADE BACK OR SUPPORT. BUT NOT ON ITS FACE.
APPLICATION
TYPE II BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED
THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED SINGLY OR IN GROUPS
TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING
TRAFFIC. TYPE III BARRICADES SHALL BE SUPPLEMENTED. WITH A LIGHTING DEVICE UNLESS
SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS.
TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY
OR FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF AUTHORIZED EQUIPMENT
AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE III BARRICADES SHOULD BE ASSIGNED TO
A PERSON TO ENSURE PROPER CLOSURE AT THE END OF EACH WORK DAY.
WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL
TRAFFIC, THE TYPE III BARRICADE SHOULD NOT BE EXTENDED COMPLETELY ACROSS A ROADWAY.
A SIGN WITH THE APPROPRIATE LEGEND CONCERNING PERMISSIBLE USE BY LOCAL TRAFFIC
SHALL BE MOUNTED.
NORMALLY PERMANENT SIGNS MOUNTED ON BARRICADES SHALL BE ERECTED ABOVE THE
BARRICADE. THE SIGNS "ROAD CLOSED", OR "ROAD CONSTRUCTION AHEAD", FOR EXAMPLE CAN
EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE III
BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS SPECIFICALLY OMITTED
BY THE ENGINEER. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON
THE FACE OF BARRICADE.
REFLECTIVE
WHITE
DESIGN
CONES SHALL BE PREDOMINANTLY ORANGE, FLOURESCENT RED -ORANGE, OR FLOURESCENT
YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT, AND SHALL BE MADE OF A MATERIAL
THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. CONES WHEN ALLOWED ON
THE INTERSTATE, FREEWAY OR EXPRESSWAY SYSTEM SHALL BE A MINIMUM OF 36 INCHES IN
HEIGHT.
FOR NIGHTIME USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES
FOR MAXIMUM VISIBILITY. RETROREFLECTION OF 28 INCH OR 36 INCH CONES SHALL BE
PROVIDED BY A WHITE BAND 6 INCHES WIDE. NO MORE THAN 3 INCHES TO 4 INCHES FROM
THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE WHITE BAND A MINIMUM OF 2
INCHES BELOW THE 6 INCHES BAND. LARGE REFLECTIVE CONES SHALL BE PROVIDED WITH
FOUR REFLECTIVE BANDS 6 INCHES EACH. ALTERNATING FROM THE TOP, ORANGE, WHITE,
ORANGE, WHITE, WITH A TWO INCH SEPARATION BETWEEN BANDS. WHEN APPROVED BY THE
ENGINEER, LARGE CONES MAY BE USED IN PLACE OF VERTICAL PANELS. LARGE CONES SHALL
NOT BE USED IN PLACE OF DRUMS OR TYPE II BARRICADES.
APPLICATION
TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE
TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND
DELINEATE SHORT -DURATION MAINTENANCE AND UTILITY WORK. CONES SHALL NOT BE USED
AT NIGHT ON RURAL HIGHWAYS, UNLESS SHOWN ON THE PLANS OR AS APPROVED OR DIRECTED
BY THE ENGINEER.
STEPS SHOULD BE TAKEN TO ENSURE THAT CONES WILL NOT BE BLOWN OVER OR DISPLACED
BY WIND OR MOVING TRAFFIC. CONES CAN BE DOUBLED UP TO INCREASE THEIR WEIGHT.
SOME CONES ARE CONSTRUCTED WITH BASES THAT CAN BE FILLED WITH BALLAST. OTHERS
HAVE SPECIAL WEIGHTED BASES, OR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED
OVER THE CONES AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER,
SHOULD NOT PRESENT A HAZARD IF THE CONES ARE INADVERTENTY STRUCK.
CONES
6" ORANGE
z
co
N
6" WHITE
30 LB BASE
2 1/4" MAX HEIGHT
VERTICAL PANELS
DESIGN
VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL
HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE
6 INCHES, EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 36 INCHES, THEN 4 INCHES STRIPES
MAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED.
MARKINGS FOR VERTICAL PANELS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECT-
ORIZED STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION
TRAFFIC IS TO PASS).
VERTICAL PANELS SHALL BE MOUNTED UPRIGHT WITH THE TOP A MINIMUM OF 36 INCHES ABOVE
THE ROADWAY. VERTICAL PANELS NOT MOUNTED ABOVE CONCRETE BARRIERS SHALL HAVE
LEGS OR SUPPORTS THAT WILL BREAK AWAY UPON IMPACT.
APPLICATION
VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC,
DIVIDE TRAFFIC LANES OR IN PLACE OF BARRICADES WHERE SPACE IS LIMITED. WHEN
APPROVED BY THE ENGINEER, VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF
THE ROADWAY.
TUBULAR MARKERS
z
o
N
DESIGN
TUBULAR MARKERS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH,
MINIMUM 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE
STRUCK WITHOUT DAMAGING IMPACTING VEHICLES.
FOR NIGHTTIME USE, TUBULAR MARKERS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF
TUBULAR MARKERS SHALL BE PROVIDED BY TWO 3 INCHES WIDE WHITE BANDS PLACED A MAXIMUM
OF 2 INCHES FROM THE TOP, WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. THE BASE
SHALL NOT BE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES.
APPLICATION
TUBULAR MARKERS HAVE LESS VISIBLE AREA THAN OTHER DEVICES AND SHOULD BE USED
ONLY WHERE SPACE RESTRICTIONS DO NOT ALLOW FOR THE USE OF OTHER MORE VISIBLE
DEVICES. THEY MAY BE USED EFFECTIVELY TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO
DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION.
STEPS SHOULD BE TAKEN TO ASSURE THAT TUBULAR MARKERS WILL NOT BE BLOWN OVER OR
DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR
ADHESIVE. USING WEIGHTED BASES, OR WEIGHTS THAT CAN BE DROPPED OVER THE TUBULAR
MARKERS AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER, SHOULD
NOT BE ALLOWED TO PRESENT A HAZARD IF THE TUBULAR MARKERS ARE INADVERTENTLY
STRUCK. IF A NONCYLINDRICAL DEVICE IS USED, AND IT COULD BE DISPLAYED WITH A WIDTH
LESS THAN THE MINIMUM FACING TRAFFIC, IT SHALL BE ATTACHED TO THE PAVEMENT TO
ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS.
REFLECTIVE WHITE
OPPOSING TRAFFIC LANE DIVIDERS
2"
is
M
DESIGN
OPPOSING TRAFFIC LANE DIVIDER SHALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE
PANEL, WITH A 12 INCHES WIDTH AND 18 INCHES HEIGHT. THE TOP OF THE PANEL SHALL BE
36 INCHES ABOVE THE PAVEMENT. THE SYMBOL ON EACH SIDE SHALL BE TWO OPPOSING BLACK
ARROWS. THE LANE DIVIDER SHALL BE MADE OF LIGHTWEIGHT MATERIAL THAT WILL YIELD
UPON IMPACT BY A VEHICLE. THE LANE DIVIDER BASE SHALL NOT BE WIDER THAN 12 INCHES
OR HIGHER THAN 2 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTITNG SURFACE BY
EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC.
APPPLICATION
OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS
TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION.
m
REQUIRED METHOD
FLAGGERS
TO STOP TRAFFIC
TRAFFIC PROCEED
EMERGENCY USE ONLY
NW
-
ISi
*4 n
•
•
TO ALERT AND ss
SLOWF
TRAFFIC C
S S.
FLAGGER PADDLES
FLAGGER PADDLES SHALL BE A MINIMUM 18 INCH WIDE OCTAGON WITH LETTERS AT LEAST
6 INCHES HIGH, WITH A 5 FOOT RIGID HANDLE. FLAGS AND PADDLES SHALL NOT BE USED AT
THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN IS NOT AVAILABLE, A RED
FLAG MAY BE USED BY FLAGGERS IN ACCORDANCE WITH THE FLAGGERS HANDBOOK. TO IMPROVE
CONSPICUITY, THE STOP/SLOW PADDLES MAY BE SUPPLEMENTED BY ONE OR TWO SYMMETRICALLY
POSITIONED FLASHING WHITE HIGH-INTENSITY LAMPS.
FLAGGERS
A FLAGGER MUST BE DRESSED FOR SAFETY. TO BE EASILY VISIBLE A FLAGGER MUST WEAR
A VEST. SHIRT, OR JACKET, AND A CAP OR HARD HAT THAT IS BRIGHT ORANGE. YELLOW,
YELLOW GREEN OR FLUORESCENT VERSIONS OF THESE COLORS (FADED OR SOILED GARMENT
WILL NOT BE ALLOWED). FOR NIGHTTIME FLAGGING THE GARMENT SHALL BE REFLECTORIZED.
FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION. DUTIES AND PROCEDURES FOR
FLAGGERS AS OUTLINED IN THE CURRENT MUTCD AND THE DEPARTMENT OF ROADS FLAGGER'S
HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE
CERTIFIED, AND HAVE IN THEIR POSSESSION. A VALID FLAGGER CERTIFICATION CARD.
R5
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REV. NO.
OCT.98
JAN.95
AUG 88
DATE
REVISE CHANNELIZATION DEVICES, TAPER
REWRITE
WORDING, REFLECTIVITY
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.920-R5
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ORIGINAL:
OCTOBER 1998
DATE
C
v
ll;
O N
N
0 I-
0
O O W
N O N
Roadway Design Division
N
0
LIGHTING DEVICES
FUNCTION
CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE
TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT. IT IS OFTEN DESIRABLE AND
NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZING
DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED.
BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED)
TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRI-
CADES, OR WITH SIGNS AND ARE INTENDED TO WARN THE DRIVER THAT THEY ARE PROCEEDING
IN A HAZARDOUS AREA. THESE LIGHTS SHALL NOT BE USED FOR DELINEATION, AS A SERIES
OF FLASHING LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED PATH.
TYPE "B" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE
ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION
AREA MAY REQUIRE THAT THE LIGHTS BE MOUNTED ON TYPE III BARRICADES, SIGNS, OR
OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT, THEY ARE DESIGNED TO
OPERATE 24 HOURS PER DAY.
TYPE "C" STEADY BURN LIGHTS AS USED HEREIN. SHALL MEAN A SERIES OF LOW WATTAGE
YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED
WAY THROUGH AND AROUND OBSTRUCTIONS IN A CONSTRUCTION MAINTENANCE AREA, THE
DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS.
FLASHING ARROW PANEL (DISPLAY)
AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS. THE MATRIX, CAPABLE OF EITHER
FLASHING OR SEQUENTIAL DISPLAYS, IS INTENDED TO PROVIDE ADDITIONAL WARNING AND
DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING TRAFFIC THROUGH OR
AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN
COMBINATION WITH APPROPRIATE SIGNS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES.
DESIGN
ARROW PANELS SHALL MEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE C ARROW
DISPLAYS.
FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN
NONREFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER
SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT SHALL BE 7 FEET FROM THE ROADWAY TO
THE BOTTOM OF THE PANEL. EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS
HIGH AS PRACTICABLE.
THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL
OPERATING MODE
PANEL DISPLAY
FLASHING ARROW
L MINIMUM
SHIFTING TAPER
41.
••
SHOULDER TAPER
RIGHT SHOWN;LEFT
TWO-WAY TAPER
OPPOSITE
SEQUENTIAL ARROW
165
180
35
205
No •
•• •
•••• •
270
RIGHT SHOWN;LEFT
320
OPPOSITE
SEQUENTIAL CHEVRON
495
540
50
500
•�•
•
••
�• •s•
• •
••
i••s• s•
• • •
550
RIGHT SHOWN:LEFT OPPOSITE
FLASHING DOUBLE ARROW
65
650
4•01:•
780
70
FLASHING OR ALTERNATING
CAUTION
770
840
75
OR
• •
• •
900
FLASHING FLASHING
LINE CORNERS
THE ARROW PANEL SHALL HAVE A MINIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH.
THE MINIMUM LEGIBILITY DISTANCE SHALL BE 1 MILE. THE PANEL SHALL CONTAIN 25 LAMP
ELEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM 50 PERCENT DIMMING,
AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX.
THE MINIMUM ELEMENT "ON TIME" SHALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL
INTERVALS OF 25 PERCENT FOR EACH SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE
SHALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE.
APPLICATION
A FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE
CLOSURES. AN ARROW DISPLAY IN THE CAUTION MODE SHALL BE USED ONLY FOR SHOULDER
WORK, BLOCKING THE SHOULDER. OR ROADSIDE WORK NEAR THE SHOULDER. AN ARROW
DISPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE
OPERATION OR LANE SHIFTS. AN ARROW DISPLAY SHALL NOT BE USED ON A MULTILANE
ROADWAY TO LATERALLY SHIFT ALL LANES OF TRAFFIC, BECAUSE UNNECESSARY LANE
CHANGING MAY RESULT.
TRAFFIC SIGNALS
TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME
OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC
SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION
OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE
OF TRAFFIC CONTROL.
ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY
SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE
TRAFFIC ENGINEER.
FLOOD LIGHTS
WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE FLAGGER
STATIONS, EQUIPMENT CROSSINGS, AND OTHER AREAS WHERE EXISTING LIGHT IS NOT
ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY.
IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR
DRIVERS. THE ADEQUACY OF THE FLOODLIGHT PLACEMENT AND ELIMINATION OF POTENTIAL
GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT.
PAVEMENT MARKING
IT IS INTENDED TO THE EXTENT POSSIBLE, THAT MOTORISTS BE PROVIDED MARKINGS WITHIN
A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAINED ALONG ADJACENT
ROADWAYS, PARTICULARLY AT EITHER END OF THE WORK AREA.
ALL MARKINGS AND DEVICES USED TO DELINEATE VEHICLE AND PEDESTRIAN PATHS SHALL BE
CAREFULLY REVIEWED DURING DAYTIME AND NIGHTTIME PERIODS TO AVOID INADVERTENTLY
LEADING DRIVERS OR PEDESTRIANS FROM THE INTENDED PATH.
PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED
BY THE ENGINEER.
RUMBLE STRIPS
EACH SECTION SHALL CONSIST
OF 10 SEGMENTS. 6"
24" EDGE OF TRAVELED LANE
" (4 I 1 1 1 1 1 1 1 1 1
N
to
I I I I I I I I I
c. OF ROADWAY —114
23'
DESIGN
RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AMD AGGREGATE OR
OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE
RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/8". PREFORMED RUMBLE STRIPS
MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2" HEIGHT.
TAPERS
TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS
PLACED TO MOVE TRAFFIC OUT OF OR INTO ITS NORMAL PATH.
MERGING TAPER
A MERGING TAPER REQUIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REQUIRED TO
MERGE WITH AN ADJACENT LANE OF TRAFFIC AT THE PREVAILING SPEED. THE TAPER SHOULD
BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO ADJUST THEIR SPEEDS AND MERGE INTO
A SINGLE LANE BEFORE THE END OF THE TRANSITION.
SHIFTING TAPER
A SHIFTING TAPER IS USED WHEN MERGING IS NOT REQUIRED, BUT A LATERAL SHIFT IS
NEEDED. APPROXIMATELY ONE-HALF L HAS BEEN FOUND TO BE ADEQUATE. WHERE MORE
SPACE IS AVAILABLE, IT MAY BE BENEFICIAL TO USE LONGER TAPERS. GUIDANCE FOR
CHANGES IN ALIGNMENT MAY ALSO BE ACCOMPLISHED BY USING HORIZONTAL CURVES DESIGNED
FOR NORMAL HIGHWAY SPEEDS.
SHOULDER TAPERS
A SHOULDER TAPER MAY BE BENEFICIAL ON HIGH-SPEED ROADWAYS WITH IMPROVED SHOULDERS
THAT MAY BE MISTAKEN FOR DRIVING LANES (WHEN WORK IS OCCURING IN THE SHOULDER
AREAS). IF USED, SHOULDER TAPERS APPROACHING THE ACTIVITY AREA SHOULD HAVE A
LENGTH OF ABOUT ONE-THIRD L.
DOWNSTREAM TAPERS
THE DOWNSTREAM TAPER MAY BE USEFUL IN TERMINATION AREAS TO PROVIDE A VISUAL CUE
TO. THE DRIVER THAT ACCESS IS AVAILABLE TO THE ORIGINAL LANE/PATH THAT WAS CLOSED.
WHEN USED, IT SHOULD HAVE A MINIMUM LENGTH OF ABOUT 100 FEET PER LANE, WITH
DEVICES SPACED ABOUT 20 FEET APART.
ONE LANE, TWO WAY TAPER
THE ONE -LANE , TWO-WAY TRAFFIC TAPER IS USED IN ADVANCE OF AN ACTIVITY AREA THAT
OCCUPIES PART OF A TWO-WAY ROADWAY IN SUCH A WAY THAT A PORTION OF THE ROAD IS
USED ALTERNATELY BY TRAFFIC IN EACH DIRECTION. A SHORT TAPER HAVING A MAXIMUM
LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 -FOOT SPACINGS
SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE-WAY SECTION.
TAPER LENGTH CRITERIA FOR TEMPORARY
TRAFFIC CONTROL ZONES
TYPE OF TAPER
TAPER LENGTH (FEET)
MERGING TAPER
L MINIMUM
SHIFTING TAPER
1/2 L MINIMUM
SHOULDER TAPER
1/3 L MINIMUM
TWO-WAY TAPER
100 FEET MAXIMUM
FORMULAS FOR L
SPEED
FORMULA
40 MPH OR LESS
2
L = 60
45 MPH OR GREATER
L = WS
L = TAPER LENGTH IN FEET
W = WIDTH OF OFFSET IN FEET
S = POSTED SPEED LIMIT PRIOR
TO WORK IN MPH
TAPER LENGTH L (FEET)
SPEED
(MPH)
S
LANE WIDTH
10 FT
11 FT
12 FT
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
450
495
540
50
500
550
600
55
550
605
660
65
650
715
780
70
700
770
840
75
750
825
900
ROADSIDE SIGNS
HEIGHT AND LATERAL LOCATION OF SIGNS
RURAL AREA
6 FT TO 12 FT
PAVED
SHOULDER
URBAN AREA
TYPICAL FIRST SIGN AT
CONSTRUCTION SITE
WITH TYPE "B" FLASHING
WARNING LIGHT MOUNTED
ABOVE TYPE III BARRICADE
WITH SPEED ADVISORY PLATE
PORTABLE AND
TEMPORARY MOUNTING
TYPICAL SIGN MOUNTINGS
POST MOUNTED
SIGNS 48 INCHES OR WIDER
REQUIRE TWO POSTS
SPEED
LIMIT
45
LESS THAN
48 INCHES
P
7 FT MINIMUM
SIGN WIDTHS LESS THAN 48 INCHES
MAY BE MOUNTED WITH ONE POST
TYPICAL SIGN MOUNTINGS
OTHER THAN POST MOUNTED
TYPE III BARRICADE
WITH SIGN
ROAD
CLOSED
TYPE III BARRICADE WITH
SIGN AND DETOUR ARROW
TYPE II BARRICADE WITH
DETOUR ARROW OR SIGN
MINIMUM 1 FT
ABOVE PAVEMENT
i
500 FT
PORTABLE AND
TEMPORARY MOUNTING
TYPE III BARRICADE
WITH CHEVRONS
PLASTIC DRUM WITH
CHEVRON OR SIGN
GENERAL NOTES
1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND
SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA
SUPPLEMENT TO THE MUTCD.
2. TRAFFIC CONTROL PLANS AND DEVICES SHOULD FOLLOW THE PRINCIPLES SET FORTH,
BUT MAY DEVIATE FROM THE TYPICAL DRAWINGS TO ALLOW FOR CONDITIONS AND
REQUIREMENTS OF THE PROJECT.
3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE VIEW OF
OTHER TRAFFIC CONTROL DEVICES.
4. THE ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE THE USE, AND APPROVE THE LO-
CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS.
5. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER
TO THE ROADSIDE DESIGN GUIDE. CHAPTER NINE, FOR ADDITIONAL GUIDANCE).
R5
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REV. NO.
OCT.98
JAN.95
A(/G.88
DATE
REVISE CHANNEL/ZATION DEVICES,TAPER
REWRITE
WORDING,WORDING,REFLECTIVITY
DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN NO.920-R5
TRAFFIC CONTROL
CONSTRUCTION AND MAINTENANCE
ORIGINAL:
OCTOBER 1998
DATE