2018 Pavement Management Program RehabilitationATTENTION: ATTENTION:
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PAVEMENT REHABILIT
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100305CONSTRUCTION SURVEY WORKLS
N
/
A
N
/
A
N
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A
N
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N
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A
200310REMOVAL OF SURFACINGSSQY
D
2
5
0
5
6
3
0
5
7
8
7
0
300490 MINOR ADJUSTMENT OF MANHOLES (MANHOLE FRAM
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:
METHOD C)EAC
H
7
0
1
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1
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400490ADD OR REPLACE MANHOLE PAVING RINGSEAC
H
2
0
0
0
2
500490ADJUSTING CATCH BASINSEAC
H
1
1
0
0
0
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1
600490REPLACE OR INSTALL MONUMENT BOXESEAC
H
1
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0
0
1
700490ADJUSTING MONUMENT BOXESEAC
H
1
0
0
2
3
800490ADJUSTING WATER OR GAS VALVE BOXESEAC
H
1
5
2
9
7
7
5
8
900620COLD PLANE PAVEMENT REMOVAL, 0 - 1 INCHES DEEPSQY
D
1
,
1
8
9
0
2
1
9
0
1
,
4
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8
1000620COLD PLANE PAVEMENT REMOVAL, 0 - 2 INCHES DEEPSQY
D
0
0
0
1
8
3
1
8
3
1100620COLD PLANE PAVEMENT REMOVAL, 1 INCHES DEEPSQY
D
3
3
1
0
0
0
3
3
1
1200620COLD PLANE PAVEMENT REMOVAL, 2.5 INCHES DEEPSQY
D
0
1
0
,
4
0
0
0
0
1
0
,
4
0
0
1300620COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEPSQY
D
8
9
8
0
0
1
,
7
9
9
2
,
6
9
7
1400620COLD PLANE PAVEMENT REMOVAL, 4 INCHES DEEPSQY
D
0
0
0
2
7
7
2
7
7
1500640AGGREGATE SHOULDERSTO
N
0
0
2
1
4
2
6
3
1600640AGGREGATE BASETO
N
2
5
8
3
0
1
2
1
2
0
1700705EMULSIFIED ASPHALT IN FOG COATTO
N
0
5
.
4
0
0
5
1800730EMULSIFIED ASPHALT FOR TACK COATTO
N
3
.
2
3
.
8
0
.
9
2
.
3
1
0
1900745LEVEL 2, 1/2 INCH ACP MIXTURETO
N
0
0
0
1
0
0
9
1
,
0
0
9
2000744LEVEL 3, 1/2 INCH ACP MIXTURETO
N
2
5
9
2
1
8
6
0
0
2
,
4
4
4
2100744LEVEL 3, 3/8 INCH ACP MIXTURETO
N
5
3
7
0
1
5
5
0
6
9
2
2200744CURB SEALINGFO
O
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3
0
8
3
2
0
0
0
0
3
,
2
8
3
23007446 INCH WIDE EDGE SEALFO
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2
7
0
5
0
0
2
0
0
0
9
7
0
2400749EXTRA FOR SPOT GRIND AND INLAYSSQY
D
0
0
0
3
1
2
3
1
2
2500749ASPHALT BERMSFO
O
T
0
0
0
3
0
3
0
2600749ASPHALT DRIVEWAY CONNECTIONSQF
T
1
2
3
0
0
0
1
2
3
2700759CONCRETE CURBS, CURB AND GUTTERFO
O
T
0
2
3
0
7
0
9
3
2800759CONCRETE CURBS, STANDARD CURBFO
O
T
2
5
3
7
9
1
0
0
1
,
0
4
4
2900759CONCRETE CURBS, GRADE CORRECTIONFO
O
T
5
9
2
6
3
0
5
7
3
7
9
3000759CONCRETE DRIVEWAYS, REINFORCEDSQF
T
1
5
7
0
0
0
1
5
7
3100759CONCRETE ISLANDSSQF
T
1
4
5
0
0
0
1
4
5
3200759CONCRETE WALKSSQF
T
1
2
0
1
4
4
4
4
0
3
7
0
6
,
0
1
5
3300855MONO DIRECTIONAL WHITE TYPE 1AR MARKERSEAC
H
1
2
0
3
3
0
4
0
0
4
9
0
3400855BI-DIRECTIONAL YELLOW TYPE 1AR MARKERSEAC
H
1
3
0
2
7
0
3
0
4
4
3
4
3500855BI-DIRECTIONAL BLUE TYPE 1AR MARKERSEAC
H
4
9
0
4
1
7
3600865THERMOPLASTIC, EXTRUDED, SURFACE, NON-PROFILE
D
FO
O
T
6
8
2
3
2
3
1
2
7
1
3
6
4
0
3
1
,
3
1
4
3700867PAVEMENT LEGEND, TYPE B-HS: ARROWSEAC
H
1
2
2
6
2
0
4
0
3800867PAVEMENT LEGEND, TYPE B-HS: BICYCLE LANE STENCILEAC
H
5
1
9
4
0
2
8
3900867PAVEMENT BAR, TYPE B-HSSQF
T
2
6
0
2
2
7
1
1
5
8
0
6
8
2
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MI
N
O
R
S
T
R
E
E
T
MAJOR STREET
1. TO BE ACCOMPANIED BY ODOT STANDARD DRAWING TM844.
2. SUBMIT A SITE SPECIFIC TEMPORARY PEDESTRIAN ACCESS
ROUTING PLAN (TPARP) STAMPED BY A PROFESSIONAL
ENGINEER LICENSED IN OREGON FOR EACH INTERSECTION
CORNER FOR APPROVAL PRIOR TO CONSTRUCTION (DIVERSION
OR DETOUR ROUTE).
3. ONLY TRAFFIC CONTROL DEVICES FOR PEDESTRIANS ARE
SHOWN. PROVIDE LANE CLOSURES AND SHOULDER CLOSURES
PER ODOT STANDARD DRAWINGS TM841, TM850 AND TM853.
4. PROVIDE A FLAGGER DEDICATED TO DIRECTING PEDESTRIANS
THROUGH THE WORK AREA, AND FOR EQUIPMENT/TRUCKS
ENTERING AND EXITING THE WORK ZONE.
5.PROVIDE AN ADDITIONAL FLAGGER AT PEDESTRIAN PUSH
BUTTON TO ACTIVATE PEDESTRIAN SIGNAL AS NECESSARY.
6. ADJUST TRAFFIC CONTROL SET-UP AS NECESSARY TO
MAINTAIN DRIVEWAY ACCESS. IF PROPERTY HAS MULTIPLE
ACCESSES, COORDINATE WITH OWNER TO CLOSE A SINGLE
DRIVEWAY ACCESS AS NECESSARY.
1. STAGE WORK AS NECESSARY TO PROVIDE A TEMPORARY
PEDESTRIAN ACCESS ROUTE AT ALL TIMES (DIVERSION OR
CLOSURE WITH DETOUR ROUTE). FOR ROADWAYS WITH NO
AVAILABLE DETOURS, MAINTAIN ONE OPEN SIDEWALK AT ALL
TIMES.
2. LIMIT WORK TO ONE CORNER AT A TIME AND ONE CORNER
WITHIN THE SAME BLOCK AT A TIME TO MINIMIZE PEDESTRIAN
DISRUPTION AND DETOUR ROUTE LENGTH.
3. THE MAXIMUM CLOSURE TIME FOR ANY SINGLE CURB RAMP
SHALL BE ONE WEEK.
WORK LIMITATIONS:
|||||||||||||||||||||
FLAGGER
PEDESTRIAN CHANNELIZING DEVICE
28" TUBULAR MARKERS ON
10' MAX. SPACING
UNDER CONSTRUCTION
UNDER TRAFFIC
DETOUR
DETOURDETOUR
panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
SIDEWALK
CLOSED
28' MIN R
2'-6"
MIN
MAINTAIN 2'-6" MIN GAP
AT CROSSWALKS
TRAVEL LANE
B(II)L
B(II)R
PEDESTRIAN
CHANNELIZING
DEVICE
TEMP SIDEWALK RAMP,
PARALLEL (WITH LANDING)TEMP SIDEWALK
TEMP SIDEWALK RAMP,
PARALLEL (WITH LANDING)
AS NEEDED
FOR EQUIPMENT
AS
N
E
E
D
E
D
FO
R
E
Q
U
I
P
M
E
N
T
MAINTAIN 4'x4' MIN CLEAR
LANDING AREA AT BOTTOM
OF TEMP ADA RAMP (TYP)
TE
M
P
S
I
D
E
W
A
L
K
2'
panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
SIDEWALK
CLOSED
UNDER TRAFFIC
EXISTING GROUND
IMMEDIATE GRADING LIMITS
TEMP. PEDESTRIAN WALKWAY
4' MIN. (3' AT BIKELANES)
SECTION A-A
VAR.
EXIST S/W
1.5'WORK ZONE
1.5'
VAR.
TRAVEL LANE
12'-16' MIN
TRAVEL LANE
PCD
VAR.
PARKING/
TRAVEL LANE/
BIKE LANE
LEGEND:
TRAVEL LANE/
PARKING/BIKE LANE
TRAVEL LANE/
PARKING/BIKE LANE
NOTES:
CLOSED
CROSSWALK
SIDEWALK CLOSED
AHEAD
CROSS HERE
SIDEWALK CLOSED
AHEAD
CROSS HERE
CLOSED
SIDEWALK
DETOUR
DETOUR
DETOUR
DETOURDETOUR
DETOUR DETOUR
DETOURCLOSED
CROSSWALK
SECTION VIEWPROFILE VIEW
S
I
D
E
W
A
L
K
R
A
M
P
G
E
N
E
R
A
L
N
O
T
E
S
:
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
N
N N
N
N
N
5+00
6+00
7+00
5+50
6+50
7+50
N
8+00 9+00 10+008+50 9+50 10+50
N
11+00
12+00 13+00
14+00
11+50
12+50
13+50
N
14+0
0
15+00
16+00
17+0014+50
15+50
16+50
N
18+00 19+00 20+00 21+00
17+50 18+50 19+50 20+50
7+00
6
+
5
0
N
21+00
22+00
23+00
24+00
21+50
22+50
23+50
N
24+
0
0
25+00
26+00
27+00
24+50
25+50
26+50
27+50
N
28+00 29+00 30+0028+50 29+50 30+50
N
31+00 32+00 33+00 34+00
31+50 32+50 33+50
N
35+00 36+0034+50
35+50
N
37+00 38+00 39+00
36+50 37+50 38+50
39+50
N
40+00
41+00 42+00 43+00
39+50
40+50 41+50 42+50
N
44+00 45+00 46+00
43+50 44+50 45+50
N
47+00 48+00 49+00 50+00
46+50 47+50 48+50 49+50
N
50+00
51+00 52+00 53+0050+50 51+50 52+50
N
54+00 55+00
56+00
53+50 54+50
55+50
56+50
N
1+00
2+00
3+001+50 2+50
3+50
N
18
+
0
0
7+00
4+00
5+00
6+00
4+50
5+50
6+50
N
-0+00
1+00 2+00 3+000+50 1+50 2+50
N
4+00 5+00 6+003+50 4+50 5+50 6+50
N
7+00 8+00 9+007+50 8+50 9+50
N
10+00 11+00 12+00 13+0010+50 11+50 12+50
N
13+00 14+00 15+0013+50 14+50 15+50
N
W W-2
E-LA E-RA
CW-SC S
L
10'
Thru Traffic Side
L
40'
15'
15'
40'
4" Space
TWL
R-40
4" Yellow Bi-Directional
Type I Reflector
20'
LL
20'
2" Space
4" White Mono-Directional
Type I Reflector
Thru Traffic Side
W-2R-20L 4" White Mono-Directional
Type I Reflector
L
20'
Thru Traffic Side
L
2" Space
20'
W-2R-20R
WB
R-40
10'
40'
15'
15'
40'
4" White Mono-Directional
Type I Reflector
Direction Of Traffic
WD-2
BS
WB
E-SA
E-RSA
Thru Traffic Side
Thru Traffic Side
ND
R-20
ND
R-40
4" Yellow Bi-Directional
Type I Reflector
4" Space
2" Space
4" Space
20'20'
40'
2" Space
40'
LL
LL
4" Yellow
Bi-Directional
Type I Reflector
N
N
N
NOTES:
1.CONTINUE ND R-20 RPM UNTIL TANGENT OF
ND. THEN USE ND R-40 RPM.
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N