Paving Plans_Signed~2.pdf
PDF 1 MB Posted
- Solicitation number
- S-C01510-00009956
- Issued by
- Lake County, Albany City, Oregon
About this file
The document is the Paving Plans for the Seven Mile Lane Left Turn Lane Paving project in Linn County, Oregon. The project involves asphalt paving, widening, and overlay work along Seven Mile Lane, with a total project length of 2,225 feet. The work is to be completed in April 2024 and includes items such as 4-inch asphalt pavement, 2-inch asphalt overlay, and driveway approaches. The project is being solicited through an Invitation to Bid (ITB) by Linn County, with the City of Albany also involved as a jurisdiction.
The project requires a 2-inch asphalt overlay, cold plane pavement removal, and asphalt widening plug work. Pricing terms, set asides, and funding sources are not explicitly stated in the document. Contractors will need to review the full ITB for additional details on pricing, bidding requirements, and contract terms.
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are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503) 232-1987.)
Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules
N
O ATTENTION: CE
Asphalt Paving
SEVEN MILE LANE
LEFT TURN LANE PAVING
SEVEN MILE LANE
LINN COUNTY
APRIL 2024
SHEET INDEX
SHEET 1 COVER SHEET
DATE: REVISION: BY:
SCALE: no scale
SEVEN MILE LANE
LEFT TURN LANE PAVING
SEVEN MILE LANE
LINN COUNTY
APRIL 2024
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ROAD DEPARTMENT
ALBANY, OREGON 97322
3010 FERRY STREET SW
LINN COUNTY COMMISSION
WILLIAM TUCKER
SHERRIE SPRENGER
ROGER NYQUIST
CHAIRMAN
COUNTY
COUNTY ENGINEER
ROADMASTER
WAYNE E. MINK, P.E.
DAINEAL L. MALONE, P.E. SHEET 1
COVER SHEET
DA I NEAL LEAH MALONE
RE
GISTERED PROFESSIONALE NG I N E ER
Ma y 2 3 , 2 0 13
76365
OREGON
RENEWS: 12/31/2024
PROJECT LOCATION
OVERALL PROJECT LENGTH: 2,225 FT
E
E
SITE
DATE:ROAD NO:
DRAFTED BY: REVIEWED BY:
TRS:
03/12/2024CR0011
T11S R3W SEC33, 34, W.M.
d.malone
PROJECT NO: CR1704
SHEET 2 PLAN SHEET STA: -0+50 TO STA: 11+25
SHEET 3
PLAN SHEET STA: 11+25 TO STA: 15+75
RIGHT OF WAY
CENTERLINE
EXISTING EDGE OF PAVEMENT
SAW CUT
4" ASPHALT PAVEMENT WIDENING PLUG
2" ASPHALT PAVEMENT OVERLAY
4" ASPHALT PAVEMENT DRIVEWAY
COLD PLANE PAVEMENT REMOVAL
(2" TO 0" DEPTH)
AGGREGATE BASE AND SHOULDER
(INSTALLED BY OTHERS)
LEGEND
SHEET 4 PLAN SHEET STA: 15+75 TO STA: 21+75 AND
TYPICAL SECTIONS
PROJECT SITE
d.leard
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LINN COUNTY ROAD DEPARTMENT
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LINN COUNTY ROAD DEPARTMENT
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NOTICE NOTICE NOTICE NOTICE
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NOTICE NOTICE NOTICE NOTICE
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AutoCAD SHX Text NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE
AutoCAD SHX Text Don't be a Weak Link
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AutoCAD SHX Text Think SAFETY!
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AutoCAD SHX Text NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE NOTICE
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MIKE'S HOUSE
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HWY 34
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FRY RD
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SEVEN MILE LN
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ALBANY
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LEBANON
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HWY 20
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COLUMBUS ST
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GRAND PRAIRIE RD
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TANGENT DR
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GOLTRA RD
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HWY 34
-0 +5
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+
4+
5+
5+
6+
6+
7+
7+
8+
8+
8+
9+
9+
+0
+5
+0
DATE: REVISION: BY:
SCALE: 1" = 30'
SEVEN MILE LANE
LEFT TURN LANE PAVING
SEVEN MILE LANE
LINN COUNTY
APRIL 2024
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ROAD DEPARTMENT
ALBANY, OREGON 97322
3010 FERRY STREET SW
LINN COUNTY COMMISSION
WILLIAM TUCKER
SHERRIE SPRENGER
ROGER NYQUIST
CHAIRMAN
COUNTY
COUNTY ENGINEER
ROADMASTER
WAYNE E. MINK, P.E.
DAINEAL L. MALONE, P.E. SHEET 2
PLAN SHEET
STA: -0+50 TO STA: 11+25
DA I NEAL LEAH MALONE
RE
GISTERED PROFESSIONALE NG I N E ER
Ma y 2 3 , 2 0 13
76365
OREGON
RENEWS: 12/31/2024
DATE:ROAD NO:
TRS:
03/12/2024CR0011
PROJECT NO: CR1704
If this bar does not measure 1" then drawing is not to scale
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IN
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SH
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M
ATC
H
LIN
E 1
SEE ABO
VE
M
ATC
H
LIN
E 2
SEE ABO
VE
2" SAWCUT
50' BUTT GRIND
2" TO 0" DEPTH
AC WIDENING PLUG
WIDTH VARIES2" AC OVERLAY
AGGREGATE DRIVEWAY
APPROACH BY OTHER
4" THICK AC
DRIVEWAY APPROACH
4" THICK AC
DRIVEWAY APPROACH
AC WIDENING PLUG
WIDTH VARIES
2" AC OVERLAY
2" AC OVERLAYAC WIDENING PLUG
WIDTH VARIES
12' TRAVEL LANE
12' TRAVEL LANE
4' PAVED
SHOULDER
4' PAVED
SHOULDER
12' TRAVEL LANE
12' TRAVEL LANE
4' PAVED
SHOULDER
4' PAVED
SHOULDER
12' TRAVEL LANE
12' TRAVEL LANE
4' PAVED
SHOULDER
4' PAVED
SHOULDER
SEVEN MILE LANE
SEVEN MILE LANE
SEVEN MILE LANE
DRAFTED BY: REVIEWED BY:
T11S R3W SEC33, 34, W.M.
d.malone d.leard
12' TURN LANE
NOTE:
1). STRIPING TO BE INSTALLED BY OTHERS.
2). STRIPING SHOWN FOR TEMPORARY MARKING PURPOSES ONLY.
10'
10'
3' ASPHALT
WING-OUT
0+
0+
1+
1+
0+00
0+50
1+00
1+50
+5
+0
+5
+0
+5
+0
+5
+0
+5
DATE: REVISION: BY:
SCALE: 1" = 30'
SEVEN MILE LANE
LEFT TURN LANE PAVING
SEVEN MILE LANE
LINN COUNTY
APRIL 2024
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ROAD DEPARTMENT
ALBANY, OREGON 97322
3010 FERRY STREET SW
LINN COUNTY COMMISSION
WILLIAM TUCKER
SHERRIE SPRENGER
ROGER NYQUIST
CHAIRMAN
COUNTY
COUNTY ENGINEER
ROADMASTER
WAYNE E. MINK, P.E.
DAINEAL L. MALONE, P.E. SHEET 3
PLAN SHEET
STA: 11+25 TO STA: 15+75
DA I NEAL LEAH MALONE
RE
GISTERED PROFESSIONALE NG I N E ER
Ma y 2 3 , 2 0 13
76365
OREGON
RENEWS: 12/31/2024
DATE:ROAD NO:
TRS:
03/12/2024CR0011
PROJECT NO: CR1704
If this bar does not measure 1" then drawing is not to scale
M
AT
C H
L
IN
E
SE
E
SH
EE
T
M
ATC
H
LIN
E 3
SEE SH
EET 2
2" AC OVERLAY
4" THICK AC
DRIVEWAY APPROACH
AC WIDENING PLUG
WIDTH VARIES
12' TRAVEL LANE
12' TRAVEL LANE
4' PAVED
SHOULDER
4' PAVED
SHOULDER
SEVEN MILE LANE
SE
LM
ET
E
N
TR
AN
C
E
FRY ROAD
AC FEATHER
4' PAVED
SHOULDER
AC WIDENING PLUG
WIDTH VARIES
AC WIDENING PLUG
WIDTH VARIES
R61'R31'
12' TURN LANE
50' BUTT GRIND
0" TO 2" DEPTH
2" SAWCUT
DRAFTED BY: REVIEWED BY:
T11S R3W SEC33, 34, W.M.
d.malone d.leard
NOTE:
1). STRIPING TO BE INSTALLED BY OTHERS.
2). STRIPING SHOWN FOR TEMPORARY MARKING PURPOSES ONLY.
18'
2" AC OVERLAY
2" AC OVERLAY
+0
+5
+0
+5
+0
+5
+0
+5
+0
+0
+5
+0
+5
DATE: REVISION: BY:
SCALE: 1" = 30'
SEVEN MILE LANE
LEFT TURN LANE PAVING
SEVEN MILE LANE
LINN COUNTY
APRIL 2024
E-MAIL: Roads@co.linn.or.us
FAX: (541) 924-0202
PHONE: (541) 967-3919
ROAD DEPARTMENT
ALBANY, OREGON 97322
3010 FERRY STREET SW
LINN COUNTY COMMISSION
WILLIAM TUCKER
SHERRIE SPRENGER
ROGER NYQUIST
CHAIRMAN
COUNTY
COUNTY ENGINEER
ROADMASTER
WAYNE E. MINK, P.E.
DAINEAL L. MALONE, P.E. SHEET 4
PLAN SHEET
STA: 15+75 TO STA: 21+75 AND
TYPICAL SECTIONS
DA I NEAL LEAH MALONE
RE
GISTERED PROFESSIONALE NG I N E ER
Ma y 2 3 , 2 0 13
76365
OREGON
RENEWS: 12/31/2024
DATE:ROAD NO:
TRS:
03/12/2024CR0011
PROJECT NO: CR1704
If this bar does not measure 1" then drawing is not to scale
M
AT
C H
L
IN
E
SE
E
BE
LO
W
M
ATC
H
LIN
E 5
SEE ABO
VE
2" SAWCUT
2" AC OVERLAY
4" THICK AC
DRIVEWAY APPROACH
AGGREGATE
DRIVEWAY APPROACH
BY OTHERS
12' TRAVEL LANE
12' TRAVEL LANE 4' PAVED
SHOULDER
4' PAVED
SHOULDER
4' PAVED
SHOULDER
SEVEN MILE LANE
M
ATC
H
LIN
E 4
SEE SH
EET 3
SEVEN MILE LANE
AC WIDENING PLUG
WIDTH VARIES
AC WIDENING PLUG
WIDTH VARIES
4' PAVED
SHOULDER
2" AC OVERLAY
50' BUTT GRIND
0" OT 2" DEPTH
RETAIN AND PROTECT EXISTING ROADWAY SECTION
ASPHALT BASE COURSE, LEVEL 3, 1/2" ACP, 4" NOMINAL THICKNESS PLACED IN 2- 2" LIFTS
ASPHALT WEARING COURSE OVERLAY, LEVEL 3, 1/2" ACP, 2" NOMINAL THICKNESS
CONSTRUCTION
L C
12'
TRAVEL LANE
MATCH EX SLOPE MATCH EX SLOPE
SEVEN MILE LANE
TYPICAL ROADWAY SECTION
no scale
4' PAVED
SHOULDER
EXISTING
L C
WIDENING
STATIONING
STA: -0+50 to STA: 0+50 STA: 0+50 to STA: 11+87 STA: 11+87 to STA: 12+13 STA: 12+13 to STA: 21+75
WIDEN
WIDTH
0' 0' - 13.5'
INTERSECTION
13.5' - 0'
4' PAVED
SHOULDER
12'
TRAVEL LANE
*0' (NO MEDIAN)
** MEDIAN WIDTH VARIES
(SEE TABLE)
WIDEN WIDTH VARIES
(SEE TABLE)
SHOULDER ROCK TO BE
INSTALLED BY OTHERS
SHOULDER ROCK TO BE
INSTALLED BY OTHERS
*STA: -0+50 TO STA: 1+22.50
**STA: 1+22.50 TO STA:19+60
*STA: 19+60 TO STA: 21+75
MEDIAN LANE
STATIONING
STA: -0+50 to STA: 1+22.50 STA: 1+22.50 to STA: 6+62.48 STA: 6+62.48 to STA: 14+68.85 STA: 14+68.85 to STA: 19+60 STA: 19+60 to STA: 21+75
MEDIAN
WIDTH
0' 0' - 12'
12' 12' - 0'
0'
2% SLOPE
SELMET ENTRANCE
TYPICAL ROADWAY SECTION
no scale
STA: 0+29 TO STA: 1+50
22' EXISTING ROAD WIDTH
WIDEN WIDTH
~26' TO 0'
STA: 0+29 to STA: 1+05
WIDEN WIDTH
~14' TO 0'
STA: 0+29 to STA: 1+50
DRAFTED BY: REVIEWED BY:
T11S R3W SEC33, 34, W.M.
d.malone d.leard
NOTE:
1). STRIPING TO BE INSTALLED BY OTHERS.
2). STRIPING SHOWN FOR TEMPORARY MARKING PURPOSES ONLY.
20'
3' ASPHALT
WING-OUT
SHOULDER ROCK TO BE
INSTALLED BY OTHERS
SHOULDER ROCK TO BE
INSTALLED BY OTHERS
| Sheets and Views |
| Paving Plan-Title |
| Paving Plan-2 |
| Paving Plan-3 |
| Paving Plan-4 |
| 2024-03-20T10:46:22-0700 | |
| Daineal Malone |
| 2024-03-20T10:46:44-0700 | |
| Daineal Malone |
| 2024-03-20T10:47:03-0700 | |
| Daineal Malone |
| 2024-03-20T10:47:23-0700 | |
| Daineal Malone |
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