PW-25-08 Addendum 1-Plan Sheets.pdf
PDF 9 MB Posted
- Attached to
- Hwy 29 Over PNWR - Deck Resurfacing
- Solicitation number
- S-73000-00014236
- Issued by
- Washington County, Oregon
About this file
This document is Addendum 1 to the plan sheets for project PW-25-08, a road improvement project in West Linn, Oregon, prepared by Harper Houf Peterson Righellis Inc. The addendum modifies the project scope by removing Area A-2 (Upper Midhill Drive from Arbor Drive to Marylhurst Drive) from the current contract, with that work to be performed under an ongoing City Waterline Project. The remaining work encompasses five project areas: Area A-1 (Upper Midhill Drive from College View Drive to Arbor Drive), Area A-3 (Hillside Drive/Hillside Court), Area A-4 (Lower Midhill Drive/Woodhill Court), Area B (Hidden Springs Road), and Area C-1 (Santa Anita Drive), and Area C-2 (Rosement Road). Work includes minor adjustments of manholes, adjusting boxes and inlets, aggregate base installation, Level 2 1/2" dense asphalt concrete pavement, concrete curbs and gutters, concrete walks, extra curb ramps, cold plane pavement removal, truncated domes, thermoplastic pavement markings, and concrete inlets. Quantities vary by area, with total project quantities including approximately 5,222 tons of cold plane pavement removal, 20,797 square yards of aggregate base, 4,265 tons of Level 2 dense asphalt concrete pavement, and various linear feet of curb installation and pavement repair work.
The plan sheets include detailed construction notes requiring all monument boxes, valves, meters, manholes, and inlets within work limits to be adjusted to finished grade. Pavement repair work specifies 2-inch cold plane removal with 2-inch inlay of Level 2 1/2" dense asphalt concrete, with full-depth pavement section details referenced on separate specification sheets. All pavement markings shall be either Type B-HS preformed fused thermoplastic film for transverse markings or thermoplastic extruded surface non-profiled for longitudinal markings per ODOT standards. Field coordination with the City is required to verify paving widths and determine pavement repair limits and extents following cold plane surface removal. The project coordination note indicates that striping installation must be coordinated with the City Waterline Project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment C - Bid Pricing Form~51.xlsx | XLSX spreadsheet | |
| Attachment A - Special Provisions~44.pdf | ||
| Attachment B - Plans~3.pdf | ||
| 00014236_Invitation To Bid.docx | DOCX document | |
| Attachment D - Standard Drawings~6.pdf | ||
| Preliminary Bid Results~65.xlsx | XLSX spreadsheet |
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Text version
2.1
QU
AN
TI
TY
S
HE
ET
AREA C-2
Rosement Rd
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
1,512TON
8,283SY
00865 13,759
3EA
826SF
1,324
1,408TON
4EA
19EA
7EA
00759 Truncated Domes on New Surfaces 30SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 -EA
Pavement Bar, Type B-HS00867 63SF Single Mailbox Supports01070 1EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil 4EA
Concrete Curb, Standard Curb00759 - 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 1
AREA C-1
Santa Anita Dr
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
915TON
1,667SY
00865 2,526
-EA
-SF
1,177
404TON
-EA
-EA
2EA
00759 Truncated Domes on New Surfaces -SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 2EA
Pavement Bar, Type B-HS00867 9SF
-EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil 3EA
Concrete Curb, Standard Curb00759 - 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
Single Mailbox Supports01070
AREA B
Hidden Springs Rd
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
948TON
8,085SY
00865 1,871
EA
SF
1,143
1,175TON
2EA
12EA
8EA
00759 Truncated Domes on New Surfaces SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 2EA
Pavement Bar, Type B-HS00867 20SF
-EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil -EA
Concrete Curb, Standard Curb00759 26 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
Single Mailbox Supports01070
AREA A-4
Lower Midhill Dr/Woodhill Ct
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
394TON
3,453SY
00865 -
2EA
236SF
479TON
-EA
4EA
1EA
00759 Truncated Domes on New Surfaces 27SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 -EA
Pavement Bar, Type B-HS00867 -SF Single Mailbox Supports01070 -EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil -EA
Concrete Curb, Standard Curb00759 20 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
AREA A-3
Hillside Dr/Hillside Ct
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
845TON
3,597SY
00865 -
6EA
712SF
1,202
579TON
-EA
7EA
4EA
00759 Truncated Domes on New Surfaces 66SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 -EA
Pavement Bar, Type B-HS00867 20SF Single Mailbox Supports01070 -EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil -EA
Concrete Curb, Standard Curb00759 134 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
AREA A-2
Upper Midhill Dr
(Arbor Dr to Marylhurst Dr)
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
-TON
-SY
00865 -
EA
SF
-TON
-EA
-EA
-EA
00759 Truncated Domes on New Surfaces SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 -EA
Pavement Bar, Type B-HS00867 -SF Single Mailbox Supports01070 -EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil -EA
Concrete Curb, Standard Curb00759 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
QUANTITIES BY PROJECT AREA
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E R
S
P L
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre et
Su ite
Po rtl an d, O
R ph on e:
.2
.1 w w
.h hp r.c om fa x:
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
CO
VE
R
SH
EE
T_
GE
N N
O
TE
S.
DW
G
AREA A-1
Upper Midhill Dr
(College View Dr to Arbor Dr)
Minor Adjustment of Manholes00490 Adjusting Boxes00490 Adjusting Inlets00490
00620
Aggregate Base00641 Level 2, 1/2" Dense ACP00744
Concrete Curb, Curb and Gutter00759 Concrete Walks00759 Extra For New Curb Ramps00759
Cold Plane Pavement Removal, 0-2 Inches Deep
1,110TON
3,715SY
00865 -
EA
SF
1,591
641TON
1EA
10EA
4EA
00759 Truncated Domes on New Surfaces SF
DESCRIPTIONSPEC UNIT
Thermoplastic, Extruded, Surface, Non-Profiled
QTY
Pavement Legend, Type B-HS: Arrows00867 -EA
Pavement Bar, Type B-HS00867 60SF Single Mailbox Supports01070 -EA
00867 Pavevement Legend, Type B-HS: Bicycle Lane Stencil -EA
Concrete Curb, Standard Curb00759 15 Inch Removals for AC Pavement Repair
FT
FT
FT
SY00748
EAConcrete Inlets, Type G-200470 -
AD
DE
N
DU
M
- 7
/9 /2
AREA A-2 REMOVED
FROM PROJECT. WORK
TO BE PERFORMED
UNDER ONGOING CITY
WATERLINE PROJECT.
C O
LL
EG
E H
IL
L
PL
HILLSIDE DR
C O
LL
EG
E
VI
EW
D
R
A R
B O
R D
R
UPPER MIDHILL DR
W O
O D
H
IL
L C
T
HILLSIDE CT
R O
B
IN
W O
O D
W A
Y
M A
R
YL
H U
R
ST
D R
UPPER MIDHILL DR
LOWER MIDHILL DR
SK
YE
P K
W Y
WILLAMETTE DR
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre an d, O
R ph on e:
.2
.1 w
.h hp
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
AR
EA
L
AY
O
U T
M
AP
S
HE
ET
S.
DW
G
3A.0
AR
EA
LA
YO
UT
M
AP
AR
EA
A
3A.1
AREA "A" - 3A SERIES
SCALE: 1" = 300' (HORZ.)
SCALE: 1" = '
30015075
3A.2 3A.3
3A.4
3A.5
3A.2
3A.3
3A.4
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
CURB RAMP IMPROVEMENTS
CITY WATERLINE PROJECT
LIMITS (SEPARATE PROJECT)
AD
DE
N
DU
M
- 7
/9 /2
2220 COLLEGE HILL PL 2219 ARBOR DR 2216 ARBOR DR 18353 UPPER MIDHILL DR NO SITUS
18250 UPPER MIDHILL DR 18270 UPPER MIDHILL DR 18298 UPPER MIDHILL DR 18308 UPPER MIDHILL DR 18318 UPPER MIDHILL DR 18358 UPPER MIDHILL DR 18378 UPPER MIDHILL DR
SS
SS
SS
SS
2220 COLLEGE HILL PL 2219 ARBOR DR 2216 ARBOR DR 18353 UPPER MIDHILL DR NO SITUS
18250 UPPER MIDHILL DR 18270 UPPER MIDHILL DR 18298 UPPER MIDHILL DR 18308 UPPER MIDHILL DR 18318 UPPER MIDHILL DR 18358 UPPER MIDHILL DR 18378 UPPER MIDHILL DR
57+00 58+00 59+00 60+00 61+00 62+00
UPPER MIDHILL DR
A R
B O
R D
R
±36'
NO SITUS 18505 UPPER MIDHILL DR NO SITUS
18454 UPPER MIDHILL DR18442 UPPER MIDHILL DR 18500 UPPER MIDHILL DR 18522 UPPER MIDHILL DR 18580 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
18590 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
U
PP
ER
M
ID
HI
LL
D R
SD
NO SITUS 18505 UPPER MIDHILL DR NO SITUS
18454 UPPER MIDHILL DR18442 UPPER MIDHILL DR 18500 UPPER MIDHILL DR 18522 UPPER MIDHILL DR 18580 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
18590 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
U
PP
ER
M
ID
HI
LL
D R
63+00 64+00 65+00 66+00 67+00 68+00UPPER MIDHILL DR
SD
SS
STORM INLET - G-2, CG-3
WATER METER
POWER STRUCTURE
STORM MH
SANITARY MH
WATER VALVE CAN
LEGEND
GAS VALVE
TRAFFIC LOOP
PAVEMENT REPAIR LIMITS
FULL DEPTH PAVEMENT SECTION
GRIND AND INLAY PAVEMENT LIMITS
VAULT
±X" AC
±X" AGG BASE PAVEMENT CORE DETAILS
UTILITY MANHOLET
FIRE HYDRANT W/ VALVE
W
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
0 12.5 25 50
SCALE: 1" = '50
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre an d, O
R ph on e:
.2
.1 w
.h hp
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
AR
EA
A
PL
AN
S
HE
ET
S.
DW
G
3A.2
UP
PE
R
MI
DH
ILL
D R
PA
VI
NG
P
LA
N
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
M A
TC
H
LIN
E SEE SH
EET 3A
.1
M A
TC
H
LIN
E SEE B
ELO
W
M A
TC
H
LIN
E SEE SH
EET A
B
O
VE
M A
TC
H
LIN
E SEE SH
EET 3A
.3
CONSTRUCTION NOTES:
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
GENERAL NOTES:
1. ADJUST ALL MONUMENT BOXES, VALVES,
METERS, MANHOLES AND INLETS WITHIN
LIMITS OF WORK TO FINISHED GRADE.
SEE LEGEND FOR OBJECT TYPE.
2. DIMENSIONS SHOWN ARE APPROXIMATE
PAVING WIDTHS. FIELD COORDINATE
LIMITS WITH CITY PRIOR TO
CONSTRUCTION.
1 CONSTRUCT 2 INCH COLD PLANE PAVEMENT REMOVAL
AND 2 INCH PAVING INLAY, LEVEL 2, 1/2" DENSE ACP.
7 CONSTRUCT PAVEMENT REPAIR, SEE SECTION DETAILS ON
SHEET 5.1. FIELD COORDINATE WITH CITY AND
ENGINEERING STAFF FOLLOWING COLD PLANE SURFACE
REMOVAL TO DETERMINE PAVEMENT REPAIR LIMITS AND
EXTENTS.
9 CONSTRUCT FULL DEPTH PAVEMENT SECTION, SEE
SECTION DETAILS ON SHEET 5.1.
25 CONSTRUCT STANDARD CURB PER CITY STD. DWG.
WL-RD700.
AD
DE
N
DU
M
- 7
/9 /2
18687 UPPER MIDHILL DR
18717 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
L
DR
18777 UPPER MIDHILL DR 18819 UPPER MIDHILL DR
18632 UPPER MIDHILL DR 18646 UPPER MIDHILL DR 18734 UPPER MIDHILL DR 18754 UPPER MIDHILL DR 18782 UPPER MIDHILL DR 18812 UPPER MIDHILL DR
SS
18687 UPPER MIDHILL DR
18717 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
L
DR
18777 UPPER MIDHILL DR 18819 UPPER MIDHILL DR
18632 UPPER MIDHILL DR 18646 UPPER MIDHILL DR 18734 UPPER MIDHILL DR 18754 UPPER MIDHILL DR 18782 UPPER MIDHILL DR 18812 UPPER MIDHILL DR
68+00
69+00 70+00 71+00 72+00 73+00
RO
BI
NW
O
O D
W
AY
UPPER MIDHILL DR
18835 UPPER MIDHILL DR
18822 UPPER MIDHILL DR
18891 UPPER MIDHILL DR 18933 UPPER MIDHILL DR 2615 MARYLHURST DR
NO
S
IT
US
NO
S
IT
US
18695 MIDHILL CIR18858 UPPER MIDHILL DR 18882 UPPER MIDHILL DR
18906 UPPER MIDHILL DR
SS
SS
18835 UPPER MIDHILL DR
18822 UPPER MIDHILL DR
18891 UPPER MIDHILL DR 18933 UPPER MIDHILL DR 2615 MARYLHURST DR
NO
S
IT
US
NO
S
IT
US
18695 MIDHILL CIR18858 UPPER MIDHILL DR 18882 UPPER MIDHILL DR
18906 UPPER MIDHILL DR
77+5574+00 75+00 76+00 77+00
M
AR
YL
HU
RS
T
DR
UPPER MIDHILL DR
SD
SS
STORM INLET - G-2, CG-3
WATER METER
POWER STRUCTURE
STORM MH
SANITARY MH
WATER VALVE CAN
LEGEND
GAS VALVE
TRAFFIC LOOP
PAVEMENT REPAIR LIMITS
FULL DEPTH PAVEMENT SECTION
GRIND AND INLAY PAVEMENT LIMITS
VAULT
±X" AC
±X" AGG BASE PAVEMENT CORE DETAILS
UTILITY MANHOLET
FIRE HYDRANT W/ VALVE
W
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
0 12.5 25 50
SCALE: 1" = '50
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre an d, O
R ph on e:
.2
.1 w
.h hp
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
AR
EA
A
PL
AN
S
HE
ET
S.
DW
G
3A.3
UP
PE
R
MI
DH
ILL
D R
PA
VI
NG
P
LA
N
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
M A
TC
H
LIN
E SEE SH
EET 3A
.2
M A
TC
H
LIN
E SEE B
ELO
W
M A
TC
H
LIN
E SEE SH
EET A
B
O
VE
CONSTRUCTION NOTES:
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
CITY WATERLINE PROJECT LIMITS
(SEPARATE PROJECT)
GENERAL NOTES:
1. ADJUST ALL MONUMENT BOXES, VALVES,
METERS, MANHOLES AND INLETS WITHIN
LIMITS OF WORK TO FINISHED GRADE.
SEE LEGEND FOR OBJECT TYPE.
2. DIMENSIONS SHOWN ARE APPROXIMATE
PAVING WIDTHS. FIELD COORDINATE
LIMITS WITH CITY PRIOR TO
CONSTRUCTION.
AD
DE
N
DU
M
- 7
/9 /2
2220 COLLEGE HILL PL 2219 ARBOR DR 2216 ARBOR DR 18353 UPPER MIDHILL DR NO SITUS
18250 UPPER MIDHILL DR 18270 UPPER MIDHILL DR 18298 UPPER MIDHILL DR 18308 UPPER MIDHILL DR 18318 UPPER MIDHILL DR 18358 UPPER MIDHILL DR 18378 UPPER MIDHILL DR
2220 COLLEGE HILL PL 2219 ARBOR DR 2216 ARBOR DR 18353 UPPER MIDHILL DR NO SITUS
18250 UPPER MIDHILL DR 18270 UPPER MIDHILL DR 18298 UPPER MIDHILL DR 18308 UPPER MIDHILL DR 18318 UPPER MIDHILL DR 18358 UPPER MIDHILL DR 18378 UPPER MIDHILL DR
57+00 58+00 59+00 60+00 61+00 62+00
UPPER MIDHILL DR
A R
B O
R D
R
NO SITUS 18505 UPPER MIDHILL DR NO SITUS
18454 UPPER MIDHILL DR18442 UPPER MIDHILL DR 18500 UPPER MIDHILL DR 18522 UPPER MIDHILL DR 18580 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
18590 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
U
PP
ER
M
ID
HI
LL
D R
NO SITUS 18505 UPPER MIDHILL DR NO SITUS
18454 UPPER MIDHILL DR18442 UPPER MIDHILL DR 18500 UPPER MIDHILL DR 18522 UPPER MIDHILL DR 18580 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
18590 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
LL
D R
U
PP
ER
M
ID
HI
LL
D R
63+00 64+00 65+00 66+00 67+00 68+00UPPER MIDHILL DR
4A.2
UP
PE
R
MI
DH
ILL
D R
ST
RI
PI
NG
P
LA
N
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre an d, O
R ph on e:
.2
.1 w
.h hp
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
ST
RI
PI
N G
PL
AN
S
HE
ET
S.
DW
G
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
M A
TC
H
LIN
E SEE SH
EET 4A
.1
M A
TC
H
LIN
E SEE B
ELO
W
M A
TC
H
LIN
E SEE SH
EET A
B
O
VE
M A
TC
H
LIN
E SEE SH
EET 4A
.3
S
GENERAL NOTES:
1. MATCH POINTS TO EXISTING PAVEMENT
MARKINGS ARE APPROXIMATE AND SHALL BE
FIELD VERIFIED.
2. REMOVE ALL PAVEMENT MARKINGS THAT
CONFLICT WITH THESE PLANS. REMOVAL OF
EXISTING PAVEMENT MARKINGS IS TO BE
DETERMINED IN THE FIELD. STRIPING SHALL
BE REMOVED AS DIRECTED BY THE ENGINEER.
3. UNLESS OTHERWISE SPECIFIED, ALL
TRANSVERSE PAVEMENT MARKINGS
INCLUDING LEGENDS AND BARS SHALL BE
TYPE B-HS, PREFORMED FUSED
THERMOPLASTIC FILM HIGH SKID.
4. UNLESS OTHERWISE SPECIFIED, ALL
LONGITUDINAL PAVEMENT MARKINGS SHALL
BE THERMOPLASTIC, EXTRUDED, SURFACE,
NON-PROFILED.
SEE ODOT STANDARD DRAWINGS.
S
S
0 12.5 25 50
SCALE: 1" = '50
COORDINATE INSTALLATION WITH CITY WATERLINE PROJECT
AD
DE
N
DU
M
- 7
/9 /2
18687 UPPER MIDHILL DR
18717 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
L
DR
18777 UPPER MIDHILL DR 18819 UPPER MIDHILL DR
18632 UPPER MIDHILL DR 18646 UPPER MIDHILL DR 18734 UPPER MIDHILL DR 18754 UPPER MIDHILL DR 18782 UPPER MIDHILL DR 18812 UPPER MIDHILL DR
18687 UPPER MIDHILL DR
18717 UPPER MIDHILL DR
U
PP
ER
M
ID
HI
L
DR
18777 UPPER MIDHILL DR 18819 UPPER MIDHILL DR
18632 UPPER MIDHILL DR 18646 UPPER MIDHILL DR 18734 UPPER MIDHILL DR 18754 UPPER MIDHILL DR 18782 UPPER MIDHILL DR 18812 UPPER MIDHILL DR
68+00
69+00 70+00 71+00 72+00 73+00
RO
BI
NW
O
O D
W
AY
UPPER MIDHILL DR
18835 UPPER MIDHILL DR
18822 UPPER MIDHILL DR
18891 UPPER MIDHILL DR 18933 UPPER MIDHILL DR 2615 MARYLHURST DR
NO
S
IT
US
NO
S
IT
US
18695 MIDHILL CIR18858 UPPER MIDHILL DR 18882 UPPER MIDHILL DR
18906 UPPER MIDHILL DR
18835 UPPER MIDHILL DR
18822 UPPER MIDHILL DR
18891 UPPER MIDHILL DR 18933 UPPER MIDHILL DR 2615 MARYLHURST DR
NO
S
IT
US
NO
S
IT
US
18695 MIDHILL CIR18858 UPPER MIDHILL DR 18882 UPPER MIDHILL DR
18906 UPPER MIDHILL DR
74+00 75+00 76+00 77+00 77+55
M
AR
YL
HU
RS
T
DR
UPPER MIDHILL DR
4A.3
UP
PE
R
MI
DH
ILL
D R
ST
RI
PI
NG
P
LA
N
DRAWN:
DESIGNED:
CHECKED:
DATE:
E N
G I
N E
E
A N
N E
R S
LA
N
D
SC
AP
E
AR
C
H
IT
EC
TS
S U
R
VE
YO
R
S
SE
S po ka ne
S tre an d, O
R ph on e:
.2
.1 w
.h hp
.2
.1
H ar pe r
H ou f P et er so n Ri gh el lis In c.
JOB NO.
SHEET NO.
HHPR TEAM
HHPR TEAM
JSH
6-26-25 CWL-14
R
OA
D
PR
OG
RA
M W
ES
T
LIN
N, O
RE
GO
N
DR
AW
IN
G
N
AM
E:
C
W L1
4-
ST
RI
PI
N G
PL
AN
S
HE
ET
S.
DW
G
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
UPPER MIDHILL DR - PLAN VIEW
SCALE: 1" = 50' (HORZ.)
M A
TC
H
LIN
E SEE SH
EET 4A
.2
M A
TC
H
LIN
E SEE B
ELO
W
M A
TC
H
LIN
E SEE SH
EET A
B
O
VE
GENERAL NOTES:
1. MATCH POINTS TO EXISTING PAVEMENT
MARKINGS ARE APPROXIMATE AND SHALL BE
FIELD VERIFIED.
2. REMOVE ALL PAVEMENT MARKINGS THAT
CONFLICT WITH THESE PLANS. REMOVAL OF
EXISTING PAVEMENT MARKINGS IS TO BE
DETERMINED IN THE FIELD. STRIPING SHALL
BE REMOVED AS DIRECTED BY THE ENGINEER.
3. UNLESS OTHERWISE SPECIFIED, ALL
TRANSVERSE PAVEMENT MARKINGS
INCLUDING LEGENDS AND BARS SHALL BE
TYPE B-HS, PREFORMED FUSED
THERMOPLASTIC FILM HIGH SKID.
4. UNLESS OTHERWISE SPECIFIED, ALL
LONGITUDINAL PAVEMENT MARKINGS SHALL
BE THERMOPLASTIC, EXTRUDED, SURFACE,
NON-PROFILED.
SEE ODOT STANDARD DRAWINGS.
S
0 12.5 25 50
SCALE: 1" = '50
COORDINATE INSTALLATION WITH CITY WATERLINE PROJECT
AD
DE
N
DU
M
- 7
/9 /2
| 2.1 QUANTITY SHEET |
| 2.1 QUANTITY SHEET |
| 3A.0 AREA LAYOUT MAP - AREA A |
| 3A.0 AREA LAYOUT MAP - AREA A |
| 3A.2 UPPER MIDHILL DR PAVING PLAN |
| 3A.2 UPPER MIDHILL DR PAVING PLAN |
| 3A.3 UPPER MIDHILL DR PAVING PLAN |
| 3A.3 UPPER MIDHILL DR PAVING PLAN |
| 4A.2 UPPER MIDHILL DR STRIPING PLAN |
| 4A.2 UPPER MIDHILL DR STRIPING PLAN |
| 4A.3 UPPER MIDHILL DR STRIPING PLAN |
| 4A.3 UPPER MIDHILL DR STRIPING PLAN |
File details come from the government source that posted it. Updated .