HomeMy WebLinkAboutSUB201500210 Plan - Approved Road Plan and Comps. 2016-08-04X
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REVISIONS
a.
PA TE
ITEM
8129107
PER
CO UNTY
10/27/07
PER
COUNTY
l P/08
PER
CO.
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11116/15
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DATE
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CURVE TABLE
LINE TABLE
LINE
LENGTH_
BEARING
Ll
• mg
N21 `16'09 "W
L2
87.02'
S78'0050"E
L3
78.33'S8846'50"E
L4
143.75'
S7026'50'E
LINE TABLE
LINE LENGTH _ BEARING
L20 148.93' _ S40 52'12"W
L21 106.00' S70 00'05"W
L22 35.75' N27'43'48"W
L23 154.06' S32°35'50"E
L24 114.98' N65 3923"E
L25 90.74' N38°57'52"E
L26 27.03' S52 21 '10 "W
L27 165.72' S80 5338 "W
.' "
'
L29 153.34' N f 6'16'35"W
DATE ITEM
8129107 PER CO LINTY
10/27/07 PER COUNTY
11116115 PER COUNTY
03122116 PER COUNTY
DATE
4/16%07
s
SCALE
1 "=.150' c,
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
s
CHECKED BY -0
0
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20060711
SHEET #
C-2
LINE TABLE
LINE
LENGTH_
BEARING
Ll
155.75'
N21 `16'09 "W
L2
87.02'
S78'0050"E
L3
78.33'S8846'50"E
L4
143.75'
S7026'50'E
L5
109.00'
S78°1950"E
L6
100.00'
S8249'25"W
L7
100.00'
S80'4725 "W
L8
50.00'
S67°4725"W
L9
48.75'
S5502'25"W
L10
84.81'
S6001 '35 "E
L l l
35.50'
S80'01 '35 "E
L13
122.76'
N 16 °16'35 "W
L 14
41.56'
N16'1635"W
L15
74.96'
S71 58'40 "E
L16
75.97'
S63°51'48"W
L17
101.07'
N27°43'48"W
L18
191.80'
N16°5935"E
L 19
257.14'
S52 44'46 "E
LINE TABLE
LINE LENGTH _ BEARING
L20 148.93' _ S40 52'12"W
L21 106.00' S70 00'05"W
L22 35.75' N27'43'48"W
L23 154.06' S32°35'50"E
L24 114.98' N65 3923"E
L25 90.74' N38°57'52"E
L26 27.03' S52 21 '10 "W
L27 165.72' S80 5338 "W
.' "
'
L29 153.34' N f 6'16'35"W
DATE ITEM
8129107 PER CO LINTY
10/27/07 PER COUNTY
11116115 PER COUNTY
03122116 PER COUNTY
DATE
4/16%07
s
SCALE
1 "=.150' c,
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
s
CHECKED BY -0
0
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PROJ.,# c'
20060711
SHEET #
C-2
L28
160 95
N80 47 25 W
DATE ITEM
8129107 PER CO LINTY
10/27/07 PER COUNTY
11116115 PER COUNTY
03122116 PER COUNTY
DATE
4/16%07
s
SCALE
1 "=.150' c,
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
s
CHECKED BY -0
0
v
PROJ.,# c'
20060711
SHEET #
C-2
DATE
4/16%07
s
SCALE
1 "=.150' c,
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
s
CHECKED BY -0
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PROJ.,# c'
20060711
SHEET #
C-2
SOILS
LEGEND
DATE
4D -
ASHE LOAM, 15 TO
25 PERCENT
SLOPES
4E -
ASHE LOAM, 25 TO
45 PERCENT
SLOPES
36B
- HAYESVILLE LOAM,
2 TO 7 PERCENT SLOPES
36C
- HAYESVILLE LOAM,
7 TO 15 PERCENT SLOPES
37C3
- HAYESVILLE CLAY
LOAM, 7 TO
15 PERCENT SLOPES, SEVERELY ERODED
37D3
- HAYESVILLE CLAY
LOAM, 15 TO
25 PERCENT SLOPES, SEVERELY ERODED
37E3
- HAYESVILLE CLAY
LOAM, 25 TO
45 PERCENT SLOPES, SEVERELY ERODED
38C
- HAYESVILLE VERY
STONY LOAM,
7 TO 15 PERCENT SLOPES
76 -
RIVERVIEW LOAM
SHEET #
77 -
RIVERVIEW-CHEWACLA COMPLEX
GRAPHIC SCALE
150 0 75 150 300
{ IN FEET )
1 inch = 150 ft.
LT H 6
BRIAN C. MVCHELL
Lic.No,035724
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06/20/2016
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I CURVE TABLE
CURVE
LENGTH RADIUS
DELTA
CHORD
•
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125.€9' 120.00'
•
120.19'
S02°35'24"E
i
C2
302.04' 120.00'
144°12'46"
I CURVE TABLE
CURVE
LENGTH RADIUS
DELTA
CHORD
CHORD BEARING
TANGENT
C -I
125.€9' 120.00'
60'06'23"
120.19'
S02°35'24"E
69.43'
C2
302.04' 120.00'
144°12'46"
228.39'
S44°38'35"E
371.67'
C3
340,50' 200.00'
97`32'43"
300.84'
S67'58'37"E
228.24'
C4
1 7,153' 200M'
21'03'48"
73.11'
S29'44'1 0"E
37.18'
C5
35,47' 200.00'
10'09'44"
35.43'
S35°11'12"E
17.78'
C6
65.78' 200.00'
18°50'37"
65.48'
N69'1 8'59"E
33.19'
C7
77,74' 200.00'
2 °16'15"
77.25'
N67°36'09"E
39.37' j
C8
177,25' 2000'
50'46'44"
171.51'
N31'04'40"E
94.9
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253.38' 200.00'
72'35'13"
236.77'
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146.88'
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60'06'23"
120,19'
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69.43'
ROAD SID
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S44°38'35"E
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C3 340,50' 200.00'
97°32'43"
300.84'
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228,24'
C4 1153' 200.00'
21®03'48"
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37.18'_
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10"09'44"
35.43'
535'11'12"E
17.78'
C6 6538' 200,00'
18°50'37"
65.48'
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33,19'
C7 77.74' 200.00'
,
77.25'
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39.37'
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50'46'44"
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94.92'
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LENGTH
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60'06'23"
120,19'
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S44°38'35"E
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C3 340,50' 200.00'
97°32'43"
300.84'
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228,24'
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LINE
LENGTH
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CHORD BEARING
TANGENT
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60'06'23"
120,19'
69.43'
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228,39'
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S44°38'35"E
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C3 340,50' 200.00'
97°32'43"
300.84'
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228,24'
C4 1153' 200.00'
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CURVE LENGTH RADIUS
DEI TA
CHORD
CHORD BEARING
TANGENT
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60'06'23"
120,19'
69.43'
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144°12'46"
228,39'
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S44°38'35"E
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97°32'43"
300.84'
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228,24'
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37.18'_
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10"09'44"
35.43'
535'11'12"E
17.78'
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65.48'
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33,19'
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22'16'15"
77.25'
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39.37'
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50'46'44"
171.51'
N31'04'407"E
94.92'
C9 253.38' 200.00'
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236.77'
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146.88'
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LTH 0
ti
BRIANI C. M CHELL
Lic.No.035724
0 Ci
o /20/2016 LQ
DATE
Aff Y1w UlYZ'
ITEM
8129107
PER COUNTY
10/27/07
PER COUNTY
11116115
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.................. .................. ............ .......... .......................... - ....................... -
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06/20/2016
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8129107
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COUNTY
10/27/07
DRAINAGE STRUCTURE SUMMARY
COUNTY
2119108
STIR #
TYPE
TOP ELEV
LENGTH
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MATERIAL
INV IN
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HEIGHT OF STRUCTURE COMMENTS
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566.25
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622.011
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620.00
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11
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603.00
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597,50
592.50
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592.00
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15
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597.50
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570.00
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.'STRUCTURES WITH A DEPTH GREATER THAN 4'REQUIRE STANDARD ST -1 STEPS AND STRUCTURES DEEPER THAN 10 REQUIRE A SAFETY SLAB
.................. .................. ............ .......... .......................... - ....................... -
IF HEIGHT OF STRUCTURE IS GREATER THAN 12'A SAFETY SLAB WILL B E REQUIRE. ........... SAFETY .... ... .... . . . ............................. .
GRAPHIC SCALE
50 0 25 50 100
IN FEET
1 inch = 50 ft.
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BRIAN C. MVCHELL
Lic.No.035724
06/20/2016
NA
DATE ITEM
8129107
PER
COUNTY
10/27/07
PER
COUNTY
2119108
ti
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11116115
PER
COUNTY
03122116
PER
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06103116
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DATE ITEM
8129107
PER
COUNTY
10/27/07
PER
COUNTY
2119108
PER
VDOT
11116115
PER
COUNTY
03122116
PER
COUNTY
06103116
PER
VDOT
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DATE
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8129107
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10/27/07
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2119108
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10/27/07
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03122116
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20060711
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18TMIN
6' 6' **4'&
VARIES
0
50'
il
ASPHALT 21-B STONE
1
BASE
*SEE GRADING PLAN FOR CUT/FILL SLOPES
**10' FROM STA: ±16+25 TO STA: 20+19.73 - DYLAN LANE RIGHT SIDE
**10' FROM STA: 11+00 TO STA: 15+35 - DYLAN COURT BOTH SIDES
EXTEND STONE
1' BEYOND
PAVED SHOULDER
" 18"MIN
�,yR2iiN
**4'& 6' 6'
FS
VARIES
SUBDNISION ROAD TYPICAL SECTION
50' R/Y
NOT TO SCALE
VARIES FOR TRANSITION TAPER
12' FOR FULL WIDTH TURN LANE
EX ADJACENT 8' SHOULDER
LANE TO BE
MILL&OVERLAYED MATCH EXISTING CROSS
PER WP -2 SLOPE FOR ROUTE #250
1
18" (MIN)
PROPOSED LANE #r[DENINC
ROCK -FISH OAP TURNPIKE - STATE ROUTE #250
CONTRACTOR TO VERIFY
PAVEMENT THICKNESS OF
ROUTE 250 PRIOR TO THE
INSTALLATION OF THE
PROPOSED TURN LANE AND
MATCH IT.
w
WP -2
NOT TO SCALE
it
PA VEWWT DETAIL
DYLAN LANE & DYLAN COURT
NOT TO SCALE
EDGE OF EXISING PAVEMENT
I (AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERSTE/Offl, PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
----------------------------
COMPACTED
T_ COMPACTED S09GRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 13/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES*
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. "HE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 13/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUfRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE,
6, EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(x) OF THE
SPECIFICATIONS.
ROAD AND BRIDGE STANDARIDS
SHEET 1 OF 1 1 REVISION IDATE
303.02
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
BATE
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LANE CLOSURE NOTES:
1. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS NOR ON THE DAY BEFORE OR AFTER, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
2. LANE CLOSURE TIMES ALL ROUTES: UNLESS OTHERWISE NOTED PER LOCATION IN THE TEMPORARY TRAFFIC CONTROL SHEETS INCLUDED IN THIS CONTRACT
LANES MAY BE CLOSED AS FOLLOWS OR AS DIRECTED BY THE RESIDENT ENGINEER:
ALLOWABLE HOURS FOR LANE CLOSURES OF ROUTE 250 AT THIS LOCATION IS 8PM-5AM, UNLESS AN EXCEPTION IS GRANTED.
3. CONTRACTOR SHALL CONTACT RESIDENCY OFFICE IN WRITING WITH A WORK SCHEDULE PER RESIDENCY 2 WEEKS BEFORE STARTING WORK. RESIDENCY
OFFICE AND TRAFFIC ENGINEERING WILL DETERMINE IF POLICE PATROL SHOULD BE NEEDED PER LOCATION.
4. CONTRACTOR SHALL PROVIDE WARNING SIGNS AND APPROVED PORTABLE SIGN STANDS AND ENSURE AN UNRESTRICTED VIEW OF ADVANCE WARNING SIGN
MESSAGES FOR SAFETY OF TRAFFIC. REFER TO 2003 VIRGINIA WORK AREA PROTECTION MANUAL FOR PORTABLE SIGN AND STAND SPECIFICATIONS.
5. ALL WORK WITHIN 30 FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED.
6. UNDER NO CIRCUMSTANCES WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED. CONES MAY BE USED IN AREAS WHERE
WHEN K ZONE IS UNMANNED. GROUP E WO
I DRUMS SHALL BE REQUIRED WH H R
E PROPER ALIGNMENT GROUP I
PERSONNEL WILL BE PRESENT TO INSURE THEIR
II DRUMS ARE RECOMMENDED IN TRANSITION AREAS OF ONE HOUR OR LONGER IN DURATION STATIONARY LAND CLOSURES ON LIMITED ACCESS HIGHWAYS
PARTICULARLY AT NIGHT.
7. A PORTABLE CHANGEABLE MESSAGE SIGN SHOULD BE USED TO PROVIDE ADVANCE NOTICE OF WORK OPERATIONS IN VICINITY OF EXIT/ENTRANCE RAMPS
OR LAND CLOSURES ON LIMITED ACCESS AND HIGH VOLUME PRIMARY ROUTES. REFER TO 2003 VA. WORK AREA PROTECTION MANUAL GUIDELINES ON USE
AND PLACEMENT OF PORTABLE CHANGEABLE MESSAGE SIGNS.
8. FOR NIGHT WORK, FLOODLIGHTS SHALL BE USED WHERE EXISTING LIGHT IS NOT ADEQUATE TO PERFORM THE WORK SAFELY. IN NO CASE SHALL
FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS ON ROADWAYS HAVING A MEDIAN WIDER THAN 8 FEET, LEFT AND RIGHT SIGN
ASSEMBLIES SHALL BE REQUIRED.
9. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMIT OF THE WORK ZONE TO INSURE MAXIMUM SIGHT DISTANCE IN ADVANCE OF THE TRANSITION,
BASED ON THE POSTED SPEED LIMIT AND EQUAL TO OR GREATER THAN THE 'STOPPING SIGHT DISTANCE" TABLE FROM 3003 VA WORK AREA PROTECTION
MANUAL.
10. A TRUCK WITH EITHER AN ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE ROTATING AMBER STROBE LIGHT SHALL BE PARKED
50'-100' IN ADVANCE OF THE FIRST WORK CREW. WHEN THE POSTED SPEED LIMIT IS 45 MPH OR GREATER, A TRUCK MOUNTED ATTENUATOR SHALL BE
USED. NO TRUCK MOUNTED ATTENUATOR IS REQUIRED WHEN THE SHOULDER MUST BE CLOSED, EXCEPT ON RAMP AND LOOP SHOULDERS.
11. THE CONES TO BE USED AS CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN THE 2003 VA WORK AREA
PROTECTION MANUAL AND ALL REVISIONS. ALL CONES SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. CONE SPACING FOR ALL LIMITED ACCESS HIGHWAY
OPERATIONS SHALL BE AT THE FOLLOWING: 40' TRANSITION SPACING, 80' TRAVEL WAY SPACING. USE SKIP LINE OF PAVEMENT MARKING FOR REFERENCE
WHEN PLACING CHANNELIZATION DEVICES.
12. FOR OPERATIONS OCCURRING IN THE VICINITY OF AN EXIT RAMP AND REQUIRING THE PLACEMENT OF A TEMPORARY "EXIT" SIGN: THE TEMPORARY "EXIT"
SIGN SHALL BE MOUNTED ON AN APPROVED STAND IN THE TEMPORARY GORE SHALL BE MOUNTED HIGH ENOUGH SO THAT IT CAN BE CLEARLY SEEN ABOVE
THE CHANNELIZING DEVICES. THE MOUNTING HEIGHT FOR THE SIGN SHALL BE A MINIMUM OF 3 FEET FROM THE BOTTOM OF THE SIGN TO THE PAVEMENT
SURFACE. THE "EXIT" SIGN SHOULD BE BLACK LETTERING ON AN ORANGE BACKGROUND.
13. ALL STANDARD AND GUIDELINES OF THE 2003 VIRGINIA WORK ARE PROTECTION MANUAL AND ALL REVISIONS SHALL APPLY TO THESE TRAFFIC CONTROL
PLANS. WHILE THESE TRAFFIC CONTROL PLANS AND THE 2003 VA WORK AREA PROTECTION MANUAL AND ALL REVISIONS PROVIDE GUIDELINES FOR THE DESIGN
AND APPLICATION OF TRAFFIC CONTROL DEVICES, THEY ARE NO SUBSTITUTE FOR ENGINEERING JUDGEMENT.
TTC-23 IS TO BE USED DURING MILL & OVERLAY OF EXISTING THRU LANE
April 2015
Page 613-53
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.1)
NOUVIS �JDM;f t:l
0t}9
1M
1: Revision I - 4/1/2015
ca20-2 (V)
5f)0
SEE NOTE k
801-120,
REOWRE0
SEE N- OT'E 4
5L1' .100'
- RAOUER STATION
SEE NOTE 2
SEE
NOTE 1
=E /
NNE 1 ,
SE SITS NOTE 9
NOTE 1 r,M,
1 flit# ;r`2sf
......_._................
SEE
SEE
NOTE 1 /
Page 611-52 April 2015
Typical Traffic Control
Lane Closure on a Tivo-Lucre Roadlvay L%sin1; Flaggers
(Figure TTL: -23.t)
NOM
Guidance:
1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 rnph or less, and 500'-800'
where
the posted speed linnt is greater than 45 triph.
2. Care should be exercised when establishing the limits of the work zone to insure inavimunr possible
sight distance in advance of the flagger station and transition, based on the posted speed limit and at
least equal to or greater than the values in Table 611-3. Genera U), speaking, inotorists should have a
clear lime of ;sight from the graphic flagger symbol sign to the flagger.
option:
3. Where Right-of-Wav or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be
used.
Standard:
4. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for
departing traffic in the lett lane to return to the right lane before reaching opposing traffic (see
Table 611-3 on Page 611-5).
5. All flaggers shall be state certified and have their certification card in their possession when
performing flagging duties (see Section 6E.01, Qualifications for Flaggers).
6. tone spacing shall be (rs4 on.ttw poted.pwtl tuts the cstiues u1 Talo €rlll pzy 1'ugr 6tl ft',
7. A shadow vehicle with at least one high intensity amber rotating )i&,h€)tg. art oscillating light
shall be parked 80'-120' in advance of the first work crew.
Option:
8. A supplemental flagger may be required in this area to give advance warning: of the operation ahead by
slowing approaching traffic prior to reaching, the flagger station or queued traffic.
Guidance:
cl If the aquae oftrq/ c reaches 'he BE PREPARED TO STOP (66'3-4) sign then the sins ectad �t3sddPh
l ?rtut7lr Fc>urfa0kltft r drstl}1 i01)3 t 7 l# should be reudiusted at greater distances.
10. When a highway -rail crossing exists within or upsh-ewn ofthe transition area and it is anticipated that
queues resulting from the lame clostire might extend through the highiva.v-rail grade crossing, the
temporary traffic control zone .should he extended so that the transition area precedes the highway -rail
crossing (see Figure TTC-56 fo- additional irifortnation on highwc{i-rail crossings).
Standard:
t1. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08).
Option:
tion:
12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20
feet or less.
13. For IoW-vohune situations with short work zones on straight roadways where the flagger is visible to
road users approaching from both directions a single flagger_positioned to be visible to road users
approaching fro m both directions may be used (see Cha ter 6E).
Posted Speed ll.....3:.rit,h.,.:;!. 36 - -55 m h
PTRS Spacing (Center to Center) l � Q): 8 Feet
1: Revision 1 - 4/1/2015
TRAFFIC CONTROL FOR PROPOSED RIGHT TURN LANE TO DYLAN LANE (TTC-5.0)
April 2015
,00<<-
I
Shoulder Operation with Minor Encroachment
(Figure TTC-5.1)
Page 611-17
G-200 2 (Y).
iA
80' -120'
oOW VEHICLE
ILLUMINATED FLASHING
AMBER (CAUTION MODE)
SEE NOTE 8 TYPE 0 OR G
SEE NOTE 7
CHANNELIZING
_....._.......... DEVICES SPACING
SEE NOTE 7
TRAFFIC CONTROL FOR PROPOSED RIGHT TURN LANE TO DYLAN LANE (TTIC-5.0)
Vtt21-%R
W?,O- 9
Page 6H-16 April 2015
Typical Traffic Control
Shoulder Operation with /Mirror Encroachment
(Figure TTC-5.1)
Standard
t €tr �glt�retl �#gt> �ass�►zbl�s lnt';�xttllti 1t1zt� raatl��s see �otrr t„ T'a'w �#;'
Guidance
2. Sign .spacing should be 1301/'-1500' for Limited Access hig vti'vs. For all other roadways, the sign
spacing should be 500'-,n0' tit here the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed lintit is 45 niph or less.
3. Gi'lnen work iadces up part of a lune on a high volume road/ ay; vehicular traffic volumes, vehicle prix,
speed and capacity should be analrzed to determine whether the affiected lance should be closed. Unless
the lane encroachment analysis permits a remaining lane width of 10 feet, the lone should be closed. If
the closure operation is on a Lirnitecl Access highw'at., the ininimunn lame ividth is 11 feet.
Option:
4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers
emerging torn that roadway will encounter another advance warning sign prior to this activity area.
Standard:
5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high-
intensity amber rotating, flashing, # oscillating light shall be parked 80' - 120' in advance of the
first work crew.
6. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber
rotating, flashing, W oscillating lights. Vehicle hazard warning signals can be used to supplement
high-intensity amber rotating, flashing, ((# oscillating lights,
7. Taper length (L) and channefizing device spacing shall be at the following:
Speed Limit
Lane Width (Feet)
(mph)
9
10
1 11 1
12
25
95
105
115
125
30
135
150
165
180
-' 35
185
= 205
225
245
40
240
270
295
320
45
405
450
495
544
50
450
500
550
600
55
495
< 550
605
660
60
540
600
660
720
65
585
650
715
780
70
630
700
770
840
highways shall pe 1000 feet. --- )
Shoulder Taper = % L Minimum li
Channelizing Device Spacing
Location Speed Limit (mph)
U-35 36+
Transition Spacing 20' 401
Travelway Spacing 40' 80'
Construction Access' 80' 120'
Spacing may be increased to this distance,
but shall riot exceed one access per 1/ mile.
On roadways with paved shoulders having a
width of 8 feet or more, channelizing devices
shall be used to close the shoulder in
advance of the merging taper to direct
vehicular traffic to remain within the traveled
way,
8. The buffer space length shall be as shown in Table 611-3 on Page 614-5 for the posted speed limit.
9. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane
roadways with posted speed limit equal to or greater than 45 mph.
10. When a side road intersects the highway within the temporary traffic control zone, additional
traffic control devices shall be placed as needed.
1: Revision 1-4/1/2015
PATE ITEM
8129107
PER
COUNTY
10/27/07
PER
COUNTY
2119108
PER
VDOT
11116115
PER
CO LINTY
03/22116
PER
COUNTY
CHECIiE11 BY
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8129107
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10/27/07
PER
COUNTY
2119108
PER
VDOT
11116115
PER
CO LINTY
03/22116
PER
COUNTY
CHECIiE11 BY
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PROD 1f
20050711
SHEET #
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4/16/07
SCALE
AS SHOWN
PROJECT MANAGER
BRIAN C. MITCHELL, P.E.
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