2026-04 2026 Southeast Pavement Overlay Project Plans.pdf
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- Attached to
- 2026 SE Pavement Overlay Project
- Solicitation number
- S-KS0070-00016869
- Issued by
- Oregon
About this file
This is a project plans document for the 2026 Southeast Pavement Overlay Project (Project No. 2026-04) prepared by the City of Scappoose, Oregon, in collaboration with the engineering firm Kittelson & Associates, Inc. The project encompasses pavement overlay and maintenance work on 3rd Street, Myrtle Street, Oak Street, and Elm Street within Scappoose. The scope of work includes asphalt concrete pavement overlay installation, full-depth asphalt removal and replacement in selected areas, pre-level base lifts, grind and inlay operations, driveway connections, manhole and valve box adjustments, and sand sealing of pavement edges. The project plans were prepared as of May 6, 2026, and consist of seven sheets including a cover sheet with project contacts, typical sections, and detailed pavement plans showing repair areas and dimensions. A pre-pavement meeting is required prior to any construction activities, during which a site walk with City staff will confirm the limits of repair, full-depth asphalt removal areas, driveway repair limits, and overall project boundaries. All base erosion and sediment control measures must be in place and approved before commencement of construction.
The project specifications require that contractors provide all necessary material and compaction testing at no additional cost to the City. Manhole and valve box adjustments are the contractor's responsibility, with quantities listed in the contract being approximate and subject to verification by both the contractor and City prior to payment. Existing valve boxes should be reused, with damaged boxes requiring City arrangement for replacement. Striping, raised pavement markers, geotextile installation, and additional shoulder aggregate are not included in the contract. The contractor must ensure that existing drainage patterns and curb exposures are not altered and must identify any ponding or drainage concerns with the City prior to commencing paving work. Project contacts include Chris Negelspach, P.E., City Engineer at 503.543.7184, and Tony Roos, P.E., with Kittelson & Associates at 503.535.7444.
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| File | Type | Posted |
|---|---|---|
| Book 1 - ITB.pdf | ||
| Book 2 - Technical Specs.pdf |
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Text version
Project Locations
W es t L an e Rd
Scappoose
Vernonia Hwy
Columbia Ave
High School Way
PREPARED FOR
POTENTIAL UNDERGROUND
FACILITY OWNERS
"ONE CALL"
UTILITY NOTIFICATION CENTER
1-800-332-2344 or 811 ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through 952-001-0090. You May Obtain Copies Of The Rules By Calling The Center. (Note: The
Telephone Number For The Oregon Utility Notification Center Is (503) 232-1987.)
THE CITY OF SCAPPOOSE, OREGON
PROJECT NO. 2026-04
May 6, 2026
3RD ST, MYRTLE ST, OAK ST, AND ELM ST
CO
VE
R
SH
EE
T
VERTICAL & HORIZONTAL DATUM:
NO HORIZONTAL OR VERTICAL DATUM PROVIDED FOR THIS PROJECT.
Knowwhat's below.
Callbefore you dig.
R
PROJECT CONTACTS
CITY OF SCAPPOOSE
CONTACT: Chris Negelspach, P.E.
ADDRESS: 52610 NE 1st Street, Suite 120
Scappoose, OR 97056
PHONE: 503.543.7184
CITY ENGINEER PUBLIC WORKS DIRECTOR
These plans are approved for construction subject to the revisions as noted. All work must be in conformance with the City of Scappoose Public Works Design Standards and Specifications and with the City of Scappoose Municipal Code and does not relieve the Engineer of Record of responsibility for the design.
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2026 SE PAVEMENT
OVERLAY PROJECT
ENGINEER
KITTELSON & ASSOCIATES, INC.
CONTACT: Tony Roos, P.E.
ADDRESS: 610 SW Alder St., Suite 700
Portland, OR 97205
PHONE: 503.535.7444
CITY OF SCAPPOOSE
CONTACT: Dave Sukau ADDRESS: 33568 E. Columbia Ave.
Scappoose, OR 97056
PHONE: 503.543.7146
VICINITY MAP
SCALE: NTS
BENCHMARK:
NO BENCHMARKS ARE PROVIDED FOR THIS PROJECT.
Approved By:
_______________________________ Date: _________________ Planning Services Manager
Approved By:
_______________________________ Date: _________________ City Engineer or Delegate
SH
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LA
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PROJECT BID NO.
SHEET NO.
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1A
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INDEX OF SHEETS
SHEET NUMBER SHEET TITLE
1 COVER SHEET
INDEX, ABBREVIATIONS, AND SHEET LAYOUT 1A
TYPICAL SECTIONS2
PAVEMENT PLANS3 THRU 7
ABBREVIATIONS
DRAWING
STA. STATION
CATCH BASIN
CURB INLET
AREA DRAIN
SHOT SHEET
R.O.W. RIGHT-OF-WAY
CRT. RIGHT
R RADIUS
DELTA ANGLE
PT POINT OF TANGENCY
PI POINT OF VERTICAL INFLECTION
EDGE OF ASPHALT CONCRETE
ASPHALT CONCRETE
PVC POLY VINYL CHLORIDE
DUCTILE IRON
BEGIN VERTICAL CURVE
ELEVATION
FT FEET
AMERICAN DISABILITIES ACT
S SLOPE
EACH
RC REINFORCED CONCRETE PIPE
W WATER
ELECTRICAL
T TELECOM
SD STORM DRAIN
WA WATER QUALITY
COMPOSITE
THIN. THICKNESS
WM WATER QUALITY MANHOLE
PC POINT OF REVERSE CURVATURE
BACK OF CURB (TOP)
BACK OF SIDEWALK
BOOT OREGON DEPARTMENT OF TRANSPORTATION
LTV. LEFT
L LENGTH
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INFLECTION
NO. NUMBER
LF LINEAR FEET
IE INVERT ELEVATION
PGE PORTLAND GENERAL ELECTRIC
G GAS
GV GAS VALVE
LVC LENGTH OF VERTICAL CURVE
ACP ASPHALT CONCRETE PAVEMENT
NOM. NOMINAL
N.T.S./NTS NOT TO SCALE
MJ MECHANICAL JOINT
Max. MAXIMUM
PE PLAIN END
TOC TOP OF CURB
F.T. FLAT TOP
VC VERTICAL CURVE
Min. MINIMUM
PUE PUBLIC UTILITY EASEMENT
PSUE PUBLIC SLOPE & UTILITY EASEMENT
PSE PUBLIC SLOPE EASEMENT
PSDUE PUBLIC SLOPE, DRAINAGE, & UTILITY EASEMENT
PWE PUBLIC WALL EASEMENT
PWUE PUBLIC WALL & UTILITY EASEMENT
END VERTICAL CURVE
EXISTING
FLANGE
FLOW LINE
DWG.
CB
CI
AD
Δ
EAC
AC
DI
BVC
ELEV
ADA
EA
E
COMP.
BC
BW
EVC
Extg.
FLG
F.L./FL
CITY OF SCAPPOOSECoS
MH MANHOLE
TC TOP OF CURB
TRK TRUCK
OSSC OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION
GENERAL NOTES
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN
PLACE, FUNCTIONAL, AND APPROVED IN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. A PRE-PAVEMENT MEETING IS REQUIRED PRIOR TO ANY PAVEMENT REMOVAL OR INSTALLATION. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS MEETING. A SITE WALK WITH CITY OF SCAPPOOSE STAFF SHALL BE CONDUCTED DURING THE MEETING TO CONFIRM LIMITS OF REPAIR, INCLUDING FULL-DEPTH ASPHALT REMOVAL AND REPLACEMENT, ASPHALT PRE-LEVEL, DRIVEWAY REPAIR LIMITS, AND
OVERALL PROJECT LIMITS.
3. ALL REPAIR AREAS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FINALIZED DURING THE REQUIRED SITE WALK AT THE
PRE-PAVEMENT MEETING.
4. AREA MAY BE IDENTIFIED FOR PRE-LEVEL DURING PRE-PAVEMENT MEETING. PRE-LEVEL CAN BE USED FOR ROAD REPAIR, DEVELOPING POSITIVE DRAINAGE. NO PRE-LEVEL COST WILL BE PAID FOR UNLESS AUTHORIZED BY THE CITY. QUANTITY PROVIDED CONTINGENCY
AMOUNT TO BE AUTHORIZED BY CITY.
5. ALL PAVEMENT EDGES SHALL BE SAND SEALED.
6. NO STRIPING OR RAISED PAVEMENT MARKERS ARE INCLUDED IN THIS CONTRACT.GEOTEXTILE SHALL NOT BE INSTALLED AS PART OF THIS
PROJECT.
7. QUANTITIES FOR MANHOLE ADJUSTMENTS AND VALVE LID ADJUSTMENTS ARE APPROXIMATE.
8. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIAL AND COMPACTION TESTING AT NO ADDITIONAL COST TO THE CITY.
9. NO ADDITIONAL SHOULDER AGGREGATE TO BE INSTALLED AS PART OF THIS PROJECT.
10. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL NECESSARY ADJUSTMENTS TO MANHOLES AND VALVE BOXES. THE QUANTITY LISTED IN THE PAY ITEM IS APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR AND CITY PRIOR TO PAYMENT. VALVE BOXES SHOULD BE RE-USED; IF ANY ARE DAMAGED DURING ADJUSTMENTS, THE CONTRACTOR MUST CONTACT THE CITY TO ARRANGE FOR REPLACEMENTS.
11. THE CONTRACTOR SHALL ENSURE THAT EXISTING DRAINAGE PATTERNS AND CURB EXPOSURES ARE NOT ALTERED. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ANY PONDING OR DRAINAGE CONCERNS WITH THE CITY PRIOR TO COMMENCING ANY PAVING WORK.
SHEET LAYOUT
SE
RD
S
T
SE MYRTLE ST
SE OAK ST
SE
RD
S
T
SE MAPLE ST
SE SANTOSH ST
SE
RD
S
T
SE
TH
S
T
SE ELM ST
SH
T.
SH
T.
SHT. 5
SHT. 6
SHT. 7
SE
TH
S
T
SE
TH
S
T
SE
TH
S
T
SE
TH
S
T
SE
TH
S
T
FINISH GRADE
(SLOPE VAR.)
12"
3"
BATTER 2:1
(TYP.)
NO
RM
AL
E
DG
E
OF
S
HL
DR
ASPHALT DRAINAGE CURB
jkraupp Text Box 2026.04.29.
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TYPICAL SECTION
0" - 2" VARIABLE GRIND AND INLAY 2" OVERLAY
FULL EXISINTG AC REMOVAL
AND REPLACEMENT WITH PRE-LEVEL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND2" INLAY AREA
Variable Grind
2" OVERLAY 2" OVERLAY
3" BASE LIFT
(PRE-LEVEL)
3RD ST, OAK ST, MYRTLE ST, ELM ST
SEE BELOW
SIDE STREET CONNECTIONS OR EXISTING
EXISTING ACP DRIVEWAY CONNECTIONS
REPLACEMENT AREAS
OR EXTENSION AREAS
jkraupp Text Box 2026.04.29.
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0 502550
Scale: 1" = 50'
SEE BELOW
LEFTSE 3RD ST
SE ELM
ST
SE SANTOSH ST
SE M
APLE ST
SEE SHEET 4
SEE ABOVE RIGHT
SE 3RD ST
SE OAK ST
SE M
YRTLE ST
SE 3RD ST
PA
VE
M
EN
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PL
A N
PAVEMENT LEGEND
0"-2" VARIABLE GRIND AND INLAY
2" OVERLAY NEW ASPHALT DRIVEWAY CONNECTION
2" THICK
2" OVERLAY
3" BASE LIFT
ADD DRIVEWAY
WINGOUT
3' 10'
3' 10'
ADA CURB RAMP
COUNTER SLOPE AT CURB RAMP
SHALL NOT EXCEED 5%
3'6'
ADA CURB RAMP ADA CURB RAMP
COUNTER SLOPE AT CURB RAMP
SHALL NOT EXCEED 5%
COUNTER SLOPE AT CURB RAMP
SHALL NOT EXCEED 5%
3'
2' WING OUT AT GRAVEL
DRIVEWAY, TYPICAL
11.5'
PROTECT FIRE
HYDRANT
CITY TO WIDEN ROADWAY
FOR ADDITIONAL PAVING
3'
10'
3'
FULL EXISTING ASPHALT REMOVAL AND
REPLACEMENT PRE-LEVEL
10'
12'
12' 6'3'
6'
6' 9.5' 45.5'
28'
6'
4' jkraupp Text Box 2026.04.29.
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SEE SHEET 3
SE 3RD ST
SE OLIVE ST
E COLUM
BIA AVE
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Scale: 1" = 50'
PA
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M
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PL
A N
PAVEMENT LEGEND
0"-2" VARIABLE GRIND AND INLAY
2" OVERLAY
FULL EXISTING ASPHALT REMOVAL AND
REPLACEMENT PRE-LEVEL
NEW ASPHALT DRIVEWAY CONNECTION
2" THICK
7' TIE IN MATCH AT GUTTER LIP
10' 3'
3'
10'2' WING OUT AT GRAVEL
DRIVEWAY, TYPICAL
4'
6'
5'
30'
12'
12' jkraupp Text Box 2026.04.29.
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SEE ABOVE RIGHT
SE 3RD ST
SE MYRTLE ST
SE 4TH ST
SE MYRTLE ST
SEE BELOW
LEFT
0 502550
Scale: 1" = 50'
PA
VE
M
EN
T
PL
A N
3'
14'
3' 3' 3' 3'
8' 3'
14'
3' 3' 10'
10'
10'
EXISTING CB
PROTECT NEW CURB AND
SIDEWALK INSTALLED BY
OTHERS (NOT SHOWN)
PAVEMENT LEGEND
0"-2" VARIABLE GRIND AND INLAY
2" OVERLAY
FULL EXISTING ASPHALT REMOVAL AND
REPLACEMENT PRE-LEVEL
NEW ASPHALT DRIVEWAY CONNECTION
2" THICK
2' WING OUT AT GRAVEL
DRIVEWAY, TYPICAL
17'
10'
EXISTING CATCH BASIN
14' jkraupp Text Box 2026.04.29.
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SEE ABOVE RIGHT
SE 3RD ST
SE OAK ST
SE 4TH ST
SE OAK ST
SEE BELOW
LEFT
0 502550
Scale: 1" = 50'
PA
VE
M
EN
T
PL
A N
3' 10'
3' 3' 3'
3' 3' 3'
6' 3' 3' 3'
PROTECT NEW CURB
AND SIDEWALK INSTALLED
BY OTHERS (NOT SHOWN)
10'
PROTECT NEW CURB
AND SIDEWALK INSTALLED
BY OTHERS (NOT SHOWN)
10' 3'
3'
3'
10'
PAVEMENT LEGEND
0"-2" VARIABLE GRIND AND INLAY
2" OVERLAY
FULL EXISTING ASPHALT REMOVAL AND
REPLACEMENT PRE-LEVEL
NEW ASPHALT DRIVEWAY CONNECTION
2" THICK
2' WING OUT AT GRAVEL
DRIVEWAY, TYPICAL
3'
5' jkraupp Text Box 2026.04.29.
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/2 9/
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Ja m es ta un
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O nl y th e el ec tro ni c ve rs io n of th is d oc um en t w ith a d ig ita l s ig na tu re p er
O A
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SEE BELOW
LEFT
SE 4TH ST
SE ELM ST
SE 5TH ST
SE ENDICOTT LN
SEE ABOVE RIGHT
SE ELM ST
SE 6TH ST
SE 6TH CT
SE ELM ST
0 502550
Scale: 1" = 50'
PA
VE
M
EN
T
PL
A N
3' 3' 3' 3'
3" ASPHALT
DRAINAGE CURB 10'
3'
7.5' PROTECT EXISTING CURB
PROTECT EXISTING CURB
4' WIDEN
PROTECT TREE
UP TO 4" GRIND
PERPENDICULAR
TO LEFT EDGE
PAVEMENT LEGEND
0"-2" VARIABLE GRIND AND INLAY
2" OVERLAY
FULL EXISTING ASPHALT REMOVAL AND
REPLACEMENT PRE-LEVEL
NEW ASPHALT DRIVEWAY CONNECTION
2" THICK
2" OVERLAY
3" BASE LIFT
2' WING OUT AT GRAVEL
DRIVEWAY, TYPICAL
3'
10' 45' 12'
3' 18' jkraupp Text Box 2026.04.29.
| Sheets and Views |
| 1 COVER SHEET |
| 1A SHEET LAYOUT, INDEX, ABBREVIATIONS, AND GENERAL NOTES |
| 1A SHEET LAYOUT, INDEX, ABBREVIATIONS, AND GENERAL NOTES |
| 2 TYPICAL SECTION |
| 2 TYPICAL SECTION |
| 3 PAVEMENT PLAN |
| 3 PAVEMENT PLAN |
| 4 PAVEMENT PLAN |
| 4 PAVEMENT PLAN |
| 5 PAVEMENT PLAN |
| 5 PAVEMENT PLAN |
| 6 PAVEMENT PLAN |
| 6 PAVEMENT PLAN |
| 7 PAVEMENT PLAN |
| 7 PAVEMENT PLAN |
| 2026-04-29T11:48:40-0700 | |
| Jamestaun B Kraupp |
File details come from the government source that posted it. Updated .