00017072 Exhibit 6 Plans.pdf
PDF 5 MB Posted
- Attached to
- Jordan Valley Wash Slab Replacement
- Solicitation number
- S-73000-00017072
- Issued by
- Multnomah County, Oregon
About this file
This document comprises construction plans and specifications for the Oregon Department of Transportation (ODOT) Jordan Valley Maintenance Station Wash Slab Replacement project located at 701 Bassett Street, Jordan Valley, Oregon 97910. The project scope includes complete removal and replacement of the existing concrete wash slab, sump basins, installation of a new oil/water separator, replacement of associated underground drainage piping, and removal or relocation of interfering electrical conduits and piping. The work encompasses installation of approximately 21 linear feet of 4-inch diameter ABS drain pipe, up to 110 linear feet of 4-inch Schedule 40 PVC sanitary sewer drain pipe, approximately 25 linear feet of 1.5-inch HDPE pressure pipe, and a new catch basin with pre-fabricated grate and lifting assemblies. The plans indicate a reference elevation of 10 feet for the new wash slab perimeter, with the catch basin outlet invert at 8 feet 1 inch, and require compacted crushed aggregate base material at 95 percent compaction per ASTM D1557. The design documents were prepared by Franco Jon Doughton and dated May 20, 2026.
The plans establish comprehensive construction requirements including mandatory concrete test cylinders for 7-day and 28-day strength verification, compaction testing for aggregate base at each lift, and requirement for contractors to conduct pre-bid site visits to examine existing conditions. All work must conform to applicable codes and laws, with clarifications requested in writing prior to installation and any incorrect installations corrected at no additional cost to ODOT. The basis of design specifies an Oldcastle Precast oil/water separator model 576-SA-1000 with asphalt waterproofing coating on interior surfaces, along with specific stainless steel components including Type 316 angle rim framing and welded studs. Contractors must coordinate with the Oregon Utility Notification Center per OAR 952-001-0010 through 0090, provide 48 business-day notice prior to excavation near underground utilities, and pothole all utility crossings before excavating. All equipment and materials must be installed per manufacturer specifications, and the entire work area must be cleaned to ODOT Project Manager satisfaction upon project completion.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00017072 Preliminary Results.xlsx | XLSX spreadsheet | |
| 00017072 Addenda 1.docx | DOCX document | |
| 00017072 PI_ITB.docx | DOCX document | |
| 00017072 PreBid Sign In Sheet.pdf | ||
| 00017072 Exhibit 5 Specifications.pdf | ||
| 00017072 Exhibit 8 Photos.pdf | ||
| 00017072 Exhibit 7 Project Overview.doc | DOC document | |
| 00017072 Sample PI Contract.docx | DOCX document | |
| 00017072 Prebid Meeting Agenda.doc | DOC document |
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Text version
ODOT JORDAN
VALLEY MAINT. SITE JORDAN VALLEY
CITY PARK
BASSETT
ST HWY 95
SOMERVILLE ST
MONTANA AVE
IOWA AVE
SOMERVILLE ST
MONTANA AVE
WALLOWA
UNION
UMATILLA
MORROW
GILLIAM
SHERMANWASCO
HOOD
RIVER
CLACKAMAS
MULTNOMAH
COLUMBIA
CLATSOP
TILLAMOOK
WASHINGTON
YAMHILL
POLK
LINCOLN
BENTON
LINN
MARION
LANE
DOUGLAS
COOS
CURRY
JOSEPHINE
JACKSON
KLAMATH
LAKE
HARNEY
MALHEUR
CROOK
JEFFERSON WHEELER
GRANT
BAKER
DESCHUTES
26 JOHN
DAY
THE
DALLES
PENDLETON
LA
GRANDE
BAKER
CITY
ONTARIO
BURNS
BEND
KLAMATH
FALLS
PORTLAND
SALEM
EUGENE
ROSEBURG
MEDFORD
COOS
BAY
NEWPORT
ASTORIA
FLORENCE
CORVALLIS
ALBANY
ASHLAND
LAKEVIEW
22 REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910
1. ALL WORK SHALL CONFORM TO APPLICABLE CODES, LAWS AND ORDINANCES OF THE JURISDICTION HAVING AUTHORITY.
2. CONTRACTOR SHALL COORDINATE AND ODOT SHALL PAY FOR CONCRETE TEST CYLINDERS TO VERIFY 7 DAY AND 28 DAY STRENGTHS OF
CONCRETE IN ACCORDANCE WITH SPECIFICATIONS.
3. CONTRACTOR SHALL COORDINATE AND ODOT SHALL PAY FOR COMPACTION TESTING FOR CRUSHED AGGREGATE BASE AT EACH LIFT OR AS DETERMINED BY ODOT CONSTRUCTION PROJECT MANAGER. CRUSHED ROCK SHALL BE COMPACTED TO 95% PER ASTM D1557 UNLESS
NOTED OTHERWISE.
4. DO NOT SCALE THE DRAWINGS.
5. CONTRACTOR SHALL MAKE A SITE VISIT AND EXAMINE EXISTING CONDITIONS PRIOR TO PROVIDING A BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ODOT THROUGH A REQUEST FOR CLARIFICATION AS SET FORTH IN THE BID DOCUMENTS.
6. CLARIFICATIONS SHALL BE REQUESTED IN WRITING PRIOR TO ANY INSTALLATION. INCORRECT INSTALLATIONS SHALL BE CORRECTED AT NO
ADDITIONAL COST TO ODOT.
7. ALL WORK SHOWN IS TO BE BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS BEING BY ODOT OR BY OTHERS. ALL MATERIALS SHOWN ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS EXISTING OR PROVIDED BY ODOT.
8. DRAWINGS ARE SCHEMATIC IN NATURE. MAJOR COMPONENTS AND EQUIPMENT ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL SUPPLY AND INSTALL ALL MINOR COMPONENTS AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL PROJECT
WHETHER OR NOT ALL SUCH COMPONENTS ARE NOTED IN THE DRAWINGS AND SPECIFICATIONS.
9. PLANS AND SPECIFICATIONS CALL OUT SPECIFIC MAKES AND MODELS OF EQUIPMENT IN SOME LOCATIONS. SUBSTITUTION REQUESTS SHALL BE MADE DURING THE BID PROCESS. ODOT SHALL AT ITS SOLE DISCRETION DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS. NO SUBSTITUTIONS SHALL BE INSTALLED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ODOT CONSTRUCTION PROJECT MANAGER.
10. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION
INSTRUCTIONS AND RECOMMENDATIONS.
11. CLEAN ENTIRE WORK AREA AT CONCLUSION OF PROJECT TO THE SATISFACTION OF THE ODOT PROJECT MANAGER.
GENERAL CONSTRUCTION NOTES
1. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE
FROM AVAILABLE RECORDS AND/OR FIELDS SURVEYS. NO
GUARANTEE OF THE ACCURACY NOR COMPLETENESS OF SUCH
INFORMATION IS MADE.
2. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE
RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR
952-001-0090. COPIES OF THE RULES ARE AVAILABLE BY CALLING THE
OREGON UTILITY NOTIFICATION CENTER AT (800) 332-2344.
3. THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT
LEAST 48 BUSINESS-DAY HOURS PRIOR TO EXCAVATING, BORING, OR
POTHOLING. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS
NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE
CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS.
4. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL
EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING
CONSTRUCTION.
5. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE
ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO
THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. WHERE
PRACTICABLE, THE CONTRACTOR SHALL CAP OR PLUG WITH
CONCRETE BOTH ENDS OF ABANDONED UTILITIES.
COORDINATION WITH UTILITIES
T101 TITLE SHEET
C101 EXISTING SITE PLAN
C102 DEMOLITION PLAN
C103 WASH SLAB PLAN
C104 SECTIONS
C105 DETAILS
C106 DETAILS
SHEET INDEX
0 200'
LOCAL VICINITY PLAN
SCALE: 1" = 200'
STATE VICINITY MAP
SCALE: N.T.S.
TITLE SHEET T101
JORDAN
VALLEY
TO CALDWELL, ID
TO McDERMITT
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
OHPOHPOHPOHPOHPOHPOHP
B A
SS
ET
T
ST
R
EE
T/
U .S
. H
IG
H W
AY
0'
S
2 2
' W
0'
N
2 2
' E
384' N 89° 38' W
384' S 89° 38' E
DRIVEWAY
STOCKPILE
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
GRAVEL
YARD
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
SAND
SHED
F2408501
OFFICE
F4230508
STORAGE
F4230502
FUEL STATION
F4230505
SALT
SHED
F4230510
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH
MAINTENANCE
SHOP
F4230501
CLOSED
STORAGE
F4230509
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
W W
W W
W W
W W
W W
W W
W W
WW
WW
W W
W W
W W
W W
E
E E
E E
GASGASGAS
W
AT
R W
AT
R
WATR WATR WATR WATR WATR WATR
W
ATR
W
ATR
W
ATR
W
ATR
W
ATR
W
ATR
W
ATR
WATR WATR WATR WATR
E
E
E
E
E
E
E
E
E
DETAILED WORK AREA PLANS,
SEE DRAWINGS C102 AND C103 EXISTING
CLEANOUT
TO GRADE
WATER
VALVE
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
EXISTING SITE PLAN C101
0 20'
EXISTING SITE PLAN
SCALE: 1" = 20'
A
SS
SD
WATR
SANITARY SEWER LINE
SANITARY MANHOLE
CLEANOUT
GAS LINE
GAS VALVE
GAS METER
GAS
STORM DRAIN
CATCH BASIN
WATER LINE
WATER VALVE
FIRE HYDRANT
GUY
LIGHT POLE
UNDERGROUND TELEPHONE LINE
UNDERGROUND POWER LINES
FENCE
SIGN
BOLLARD
UNDERGROUND AIR LINE
ABANDONED STEAM CONDUIT
MONITOR WELL
UTILITY POLE
ELECT. VAULT/METER
COM
E
LEGEND:
FIRE SPRINKLER VALVE
W ABANDONED WATER LINE
WATER METER
FIRE DEPT. CONNECTION
ELECTRICAL TRANSFORMER
STORM MANHOLE
DECIDUOUS TREE
EVERGREEN TREE
PROPERTY LINE
OVERHEAD POWEROHP
HALL
OFFICE
OIL STORAGE
STORAGE
LUBE BAY
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WW
W
WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW
E
E E E E E E E E E E E E E E E E E E E E E E
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
W
ATR
W
ATR
WATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATR
REMOVE EXISTING
CONCRETE WASH SLAB
COMPLETELY
REMOVE EXISTING
SUMP BASINS
SERVICE PIT
PRESSURE LINE FROM
PIT SUMP PUMP
WATER VALVE BOX
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
WATR
WATR
E
E
E
E
E
E
E
E
E
E
E
GRAVEL YARD
GRAVEL YARD
EDGE OF EXISTING
ASPHALT PAVEMENT
REMOVE EXISTING
CONDUIT AS
REQUIRED AND CAP
REMOVE EXISTING
PIPING AS REQUIRED
AND CAP
REMOVE EXISTING ELECTRICAL
CIRCUIT AND CONDUCTORS FROM
EXISTING CONDUIT
REMOVE INTERFERING PORTIONS
OF PIPING AND TEMPORARILY CAP
FOR RECONNECTION
EXISTING CONCRETE
APRON IS TO REMAIN
APPROXIMATE EXISTING
EDGE OF ASPHALT
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
DEMOLITION PLAN C102
DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
OIL STORAGE
STORAGE
LUBE BAY
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WW
W
WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW
E
E E E E E E E E E E E E E E E E E E E E E E
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
WATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATR
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
SERVICE PIT
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
W
AT
R W
AT
R
WATR
WATR
E
E
E
E
E
E
E
E
E
E
E
10'-0"
10'-0"
10'-0"
10'-0"
C104
C104
C104
C104
12'-6"
25'-0"
TYPICAL
VALLEY LINE
C105
22'-6"
45'-0"
TYPICAL WASH
SLAB, SEE DETAIL
C105
13 12
9'-8"
RIM
2'-0" MIN.
C105
C105
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
WASH SLAB PLAN C103
DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
KEYED NOTES:
1. SELECT THE LOWEST POINT ALONG THE EXISTING CONCRETE APRON EDGE AS
THE PROJECT REFERENCE ELEVATION. THE ASSUMED ELEVATION OF THIS
POINT IS 10'-0”.
2. PERIMETER ELEVATION OF NEW WASH SLAB IS 10'-0” ALL AROUND.
3. INSTALL CATCH BASIN AT CENTER OF SLAB. 4” DIAMETER OUTLET INVERT
ELEVATION IS 8'-1”. SEAL PIPE ENTRIES TO CATCH BASIN WATERTIGHT. SEE
DETAIL
4. INSTALL APPROXIMATELY 21 LINEAL FEET OF 4” DIAMETER SCHEDULE 40 ABS
DRAINPIPE AT 2% SLOPE.
5. INSTALL TWO 45 DEGREE ABS ELBOWS WITH MINIMUM 12” LONG STRAIGHT RUN
BETWEEN THE ELBOWS TO FORM THE 90 DEGREE DIRECTION CHANGE.
6. INSTALL NEW OIL/WATER SEPARATOR ADJACENT TO WASH SLAB, SEE DETAIL
7. VERIFY LOCATION, DEPTH, SIZE, AND MATERIALS OF EXISTING SANITARY SEWER
DRAIN. CONNECT EXISTING SANITARY SEWER DRAIN TO NEW DRAINPIPE USING
APPROPRIATE ADAPTER. INSTALL CLEANOUT TO GRADE, SEE DETAIL
8. REPLACE UP TO 110 LINEAL FEET OF SANITARY SEWER DRAINPIPE ALONG
EXISTING SANITARY SEWER ALIGNMENT. EXACT LENGTH REQUIRED IS
DETERMINED BY THE DEPTH OF THE EXISTING LINE, TO BE VERIFIED IN THE
FIELD. INSTALL 4” DIAMETER SCHEDULE 40 PVC. MINIMUM SLOPE IS 2%.
RECONNECT TO EXISTING SANITARY SEWER PIPE USING APPROPRIATE
ADAPTER.
9. INSTALL 4” DIAMETER SCHEDULE 40 PVC DRAINPIPE BETWEEN OIL/WATER
SEPARATOR AND EXISTING SANITARY SEWER ALIGNMENT. INSTALL SWEEP WYE
AT CONNECTION. MINIMUM SLOPE IS 2%.
10. REMOVE EXISTING DOWNSPOUT FROM BUILDING. REPLACE WITH NEW
DOWNSPOUT OF EQUIVALENT SIZE, MATERIAL, AND FINISH. INSTALL FITTINGS
AS NEEDED TO LOCATE DOWNSPOUT AT CORNER OF BUILDING. INSTALL AN
APPROPRIATE ADAPTER TO CONNECT THE DOWNSPOUT TO NEW
UNDERGROUND PIPING.
11. INSTALL 4” DIAMETER SCHEDULE 40 PVC DRAINPIPE BETWEEN DOWNSPOUT
CONNECTION AND SANITARY SEWER LINE. INSTALL WYE AT PIPE CONNECTION.
MINIMUM SLOPE IS 2%.
12. VERIFY LOCATION, DEPTH, SIZE, AND MATERIALS OF EXISTING PUMPED
DISCHARGE LINE FROM SERVICE PIT DRAIN. CONNECT NEW PRESSURE LINE TO
EXISTING LINE USING APPROPRIATE ADAPTER .
13. INSTALL APPROXIMATELY 25 LINEAL FEET OF NEW 1-1/2” DIA. HDPE PE4710 DR-11
PRESSURE PIPE BETWEEN CONNECTION TO EXISTING LINE AND CATCH BASIN.
BEND PER MANUFACTURE'S MINIMUM REQUIREMENTS. SLOPE LINE AT 2%
MINIMUM TO CATCH BASIN FOR DRAINAGE.
14. DISCHARGE PRESSURE LINE INTO CATCH BASIN. SEAL ENTRY WATERTIGHT.
15. INSTALL (2) #5 BY 6'-0” LONG REINFORCING BARS AT A 45 DEGREE ANGLE TO
CATCH BASIN CORNER. CENTER ON CORNER AND SPACE AT 3” APART, TYPICAL
AT ALL CORNERS. PLACE BARS DIRECTLY BELOW STEEL REINFORCING MAT IN
SLAB. BARS ARE EPOXY COATED.
16. POUR WASH SLAB WITHOUT SURFACE JOINTS.
17. SEAL CURED HORIZONTAL CONCRETE SURFACES WITH SEALER. SEE
SPECIFICATIONS.
18. PLACE 3/4” MINUS COMPACTED CRUSHED AGGREGATE AROUND NEW WASH
SLAB. GRADE TO SMOOTHLY MATCH INTO SURROUNDING FINISH GRADES.
C105
C106
C106
C105
NEW CATCH BASIN,
SEE DETAIL
UNDISTURBED SOIL
NEW WASH SLAB,
SEE DETAIL 3
C105
UNDISTURBED SOIL
COMPACTED CRUSHED
AGGREGATE FILL
PROVIDE ABS TEE AT OUTLET,
FRICTION FIT, DO NOT GLUE
EXISTING
CONCRETE APRON
PRESSURE LINE FROM
SERVICE PIT
RIM ELEV. PER PLAN
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
SECTIONS C104
SECTION
SCALE: 3/8" = 1'-0"
C104
SECTION
SCALE: 3/8" = 1'-0"
C104
4'-0"
SQUARE 8" TYP.
8"
#4 BARS AT 12" ON
CENTER EACH WAY,
EPOXY COATED
#4 "L"-BARS AT 12" ON CENTER, TYPICAL
AT ALL VERTICAL AND HORIZONTAL
CORNERS, EPOXY COATED
24"
24"
#4 "L"-BARS AT 12" ON
CENTER, TYPICAL ALL
AROUND, EPOXY COATED
8"
24"
CATCH BASIN
FLOOR = 0'-0"
4"MINIMUM THICKNESS
COMPACTED BASE
UNDER CATCH BASIN
4" TYP.
4" TYP.
#4 BARS AT 12" ON
CENTERED EACH
WAY, EPOXY
COATED, TYPICAL
PRE-FABRICATED
CATCH BASIN GRATE
RIM ELEV. PER PLAN
L 4x4x3/8 TYPE 316 STAINLESS STEEL ANGLE RIM
ALL AROUND TOP EDGE, FULLY WELD CORNERS,
(3) 3" LONG BY 3/8" DIA. STAINLESS STEEL
WELDED HEADED STUDS PER SIDE
TWO LIFTING
ASSEMBLIES SPACED
APPROXIMATELY 1'-10"
APART ON GRATE,
SEE DETAIL
C105
PROVIDE ±3/4" GAP
BETWEEN GRATE AND
FRAME, ALL AROUND
3" CLR.
8"
COMPACTED CRUSHED
AGGREGATE BASE, COMPACT
TO 95% PER ASTM D1557
TYPICAL REINFORCING, #5 BARS
AT 8" ON CENTER EACH WAY,
EPOXY COATED
4" MIN.
END LIFT PLATE
LIFT PLATE
1"
1"
4" 73
8" 1'-83 4" 3
4"73 8"
3'-1"
1/4" THICK STAINLESS
STEEL PLATE
7/16" DIA. BOLT
HOLE, TYPICAL
11" 7"
SIDE
3/8" DIA. STAINLESS STEEL
"U"-BOLT, TYPICAL (2) PLACES
PER LIFTING ASSEMBLY
NUT ON TOP AND
DOUBLE NUTS ON
BOTTOM, ALL
STAINLESS STEEL, TYP.
NOTE: CENTER THE PAIR
OF LIFT ASSEMBLIES ON
CATCH BASIN GRATE IN
BOTH DIRECTIONS,
SPACED APART AS NOTED.
WASH SLAB,
SEE DETAIL C105
1/2" RADIUS
AT SLAB EDGE
FINISH GRADE
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
DETAILS C105
TYPICAL WASH SLAB
SCALE: 1-1/2" = 1'-0"
CATCH BASIN
SCALE: 1" = 1'-0"
TYPICAL SLAB EDGE
SCALE: 1" = 1'-0"
CATCH BASIN GRATE LIFTING ASSEMBLY (2 REQUIRED)
SCALE: 3" = 1'-0"
C105
C105
C105 C105
PLAN VIEW
OIL / WATER
SEPARATOR BASE
CONCRETE LID WITH
ACCESS DOORS
INV. OUT
ELEV = 7'-6"
INV. IN
ELEV = 7'-8"
OUTLET PIPE TO
SANITARY SEWER
4" MIN.±2'-4"
UNDISTURBED SOIL
COMPACTED CRUSHED
AGGREGATE,
COMPACTED TO 95%
PER ASTM D1557,
TYPICAL
FERNCO TYPE PIPE
ADAPTER, TYPICAL
INLET FROM
WASH SLAB
10'-0"
MATCH INTO
EXISTING GRADE
INV. ELEV.
PER PLAN
4" MIN.
12 GA TRACER WIRE ATTACHED
TO TOP OF UTILITY, CONNECT
TO EXISTING TRACER OR
TERMINATE AT GRADE
BURIED UTILITY
PIPE BEDDING TO
4" ABOVE PIPE
2'-0" MIN.
NOTE: FOR MULTIPLE UTILITIES IN THE
SAME TRENCH, PROVIDE A MINIMUM OF
6" HORIZONTALLY BETWEEN UTILITIES,
AND BETWEEN TRENCH SIDES.
PIPE DIA.
PLUS 12"
MIN.
PLACE DETECTION TAPE ABOVE UTILITY
APPROXIMATELY 12" BELOW GRADE
COMPACTED CRUSHED AGGREGATE
BACKFILL, COMPACT TO 95% PER ASTM D698
CONCRETE COLLAR
FORMED ROUNDTYP.
4"
4"
STANDARD CAST IRON
CLEANOUT BOX AND LID
FINISH GRADE
WATER TIGHT
THREADED CAP
4" DIA. RISER
ADAPTER
STANDARD COMPACTED
TRENCH BACKFILL
UNDISTURBED
SOIL
EXISTING PIPE
VERIFY
INV. ELEV.
SOLVENT WELDED SCH
40 PVC RISER
SEWER PIPE PER PLAN, USE
APPROPRIATE ADAPTER WHEN
PIPE MATERIALS CHANGE
NOTE: LOOP TRACER
WIRE UP INTO GRADE
BOX AT CLEANOUT
REDUCED 50%
WHEN PRINTED
AT 11" x 17"
TH
IS
D R
AW
IN
G
IS
R
ED
U C
ED
IF
B O
R D
ER
IS
N O
T
/2
" x
2"
F42305
ODOT JORDAN VALLEY MAINTENANCE STATION
WASH SLAB REPLACEMENT
701 BASSETT ST, JORDAN VALLEY, OR 97910 7
05/20/26
FRANCO
JON DOUGHTON
DETAILS C106
VAULT NOTES:
1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE REQUIREMENTS NOTED
HERE ARE BASED ON THE BASIS OF DESIGN PRODUCTS LISTED.
2. NO SUBSTITUTIONS ARE ALLOWED WITHOUT PRIOR APPROVAL.
3. BASIS OF DESIGN OIL/ WATER SEPARATOR IS OLDCASTLE PRECAST NO. 576-SA-1000
BASE WITH INTERIOR BAFFELS. LID IS NO. 576-T-SA TOP WITH ONE NO. 3030P SPRING
ASSISTED GALVANIZED DIAMOND PLATE DOOR WITH LOCKING LATCH AND TWO NO.
1012P GALVANIZED DIAMOND PLATE DOORS.
4. INTERIOR OF OIL/ WATER SEPARATOR 576-SA-1000 BASE, INCLUDING ALL BAFFELS,
SHALL BE COATED WITH ASPHALT WATER PROOFING. NO BARE CONCRETE SHALL BE
DIRECTLY EXPOSED TO WATER. RISERS AND LID NEED NOT BE COATED.
5. INSTALL OIL / WATER SEPARATOR LEVEL.
6. FILL VAULTS TO THE LEVEL OF OUTLET PIPE WITH CLEAN WATER AFTER INSTALLATION.
7. VERIFY GRADES PRIOR TO INSTALLATION.
OIL / WATER SEPARATOR
SCALE: 1" = 1'-0"
C106
TYPICAL UTILITY TRENCH
SCALE: 1" = 1'-0"
C106
CLEANOUT TO GRADE
SCALE: 1" = 1'-0"
C106
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN 05.20.26.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN T101.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN C101.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN C102.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN C103.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN C104.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPL.pdf |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN 05.20.26 |
| F42305 - 05_JORDAN VALLEY WASH SLAB REPLACEMENT_PLAN C106.pdf |
| 2026-05-20T15:12:08-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:12:27-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:12:49-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:13:07-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:13:38-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:13:55-0700 | |
| DOUGHTON Jonathan S |
| 2026-05-20T15:14:13-0700 | |
| DOUGHTON Jonathan S |
File details come from the government source that posted it. Updated .