333 FINAL PLANS_full CONTRACT DOCUMENTS FOR THE
CONSTRUCTION OF
Work Order 333
Lakeview Blvd Improvement Project
FOR
City of Lake Oswego
VOLUME 2
November 2024
City of Lake Oswego
Engineering Department
� n 380AAvenue
F P. O. Box 369
V � � Lake Oswego, Oregon 97034
OREGOc�
L A K E
PROJECT
LOCATION
O S W
E
G
O
PROJECT LOCATION
VOLUME 2 OF 2 - DRAWINGS
WO 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-G
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
EAM
EAM
WRA
COVER SHEET, INDEX OF
DRAWINGS AND LOCATION MAP
1
G01
1"=1,000'
ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED
BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR
952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE
RULES BY CALLING THE UTILITY NOTIFICATION CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987.)
Know what'sbelow.Callbefore you dig.
N
1
2
3
4
5
G01
G02
G03
G04
G05
COVER SHEET, INDEX OF DRAWINGS AND LOCATION MAP
GENERAL NOTES
SYMBOLS AND LEGENDS
ABBREVIATIONS
GENERAL PLAN SHEET LAYOUT
GENERAL
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
D11
D12
D13
D14
D15
D16
D17
D18
D19
D20
D21
D22
ROADWAY DETAILS
ROADWAY DETAILS
ROADWAY DETAILS
ROADWAY DETAILS
ROADWAY DETAILS
STORMWATER DETAILS
WATER DETAILS
RAILROAD CROSSING PLAN
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
DRIVEWAY DETAILS
CURB RAMP DETAILS
CURB RAMP DETAILS
CURB RAMP DETAILS
PLANTING DETAILS
DETAILS
63
64
65
66
67
68
69
70
71
SS01
SS02
SS03
SS04
SS05
SS06
SS07
SS08
SS09
SIGNING & STRIPING PLAN - STA 'L' 1+00 TO STA 'L' 11+00
SIGNING & STRIPING PLAN - STA 'L' 11+00 TO STA 'L' 21+40
SIGNING & STRIPING PLAN - STA 'L' 21+40 TO STA 'L' 31+60
SIGNING & STRIPING PLAN - STA 'L' 31+60 TO STA 'L' 41+60
SIGNING & STRIPING PLAN - STA 'L' 41+60 TO STA 'L' 46+60
STRIPING DETAILS
SIGNING DETAILS
SIGN & POST DATA TABLE
SIGN & POST DATA TABLE
SIGNING & STRIPING
18
19
20
21
22
23
24
25
26
27
28
29
C06A
C07
C07A
C08
C08A
C09
C09A
C10
C10A
C11
C12
C13
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 26+60 TO STA. 'L' 31+60
STREET PLAN & PROFILE - STA. 'L' 31+60 TO STA. 'L' 36+40
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 31+60 TO STA. 'L' 36+40
STREET PLAN & PROFILE - STA. 'L' 36+40 TO STA. 'L' 41+60
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 36+40 TO STA. 'L' 41+60
STREET PLAN & PROFILE - STA. 'L' 41+60 TO 'L' 46+40
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 41+60 TO STA. 'L' 46+40
STREET PLAN & PROFILE - STA. 'S' 0+00 TO STA. 'S' 2+00
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'S' 0+00 TO STA. 'S' 2+00
ROADWAY CROSS SECTIONS - STA 'L' 3+00 TO STA 'L' 18+00
ROADWAY CROSS SECTIONS - STA 'L' 19+00 TO STA 'L' 34+00
ROADWAY CROSS SECTIONS - STA 'L' 35+00 TO STA 'L' 45+00
CIVIL
30
31
32
33
34
TS01
TS02
TS03
TS04
TS05
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
57
58
59
60
61
62
EC01
EC02
EC03
EC04
EC05
EC06
EROSION & SEDIMENT CONTROL COVER
STANDARD EROSION & SEDIMENT
CONTROL NOTES & SHEET INDEX
EROSION & SEDIMENT CONTROL PLAN -
STA 'L' 1+00 TO STA 'L' 21+40
EROSION & SEDIMENT CONTROL PLAN -
STA 'L' 21+40 T0 STA 'L' 38+60
EROSION & SEDIMENT CONTROL PLAN -
STA 'L' 38+60 TO STA 'L' 46+40
EROSION CONTROL DETAILS
EROSION CONTROL
72
73
74
75
76
77
78
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL PLANS
TEMPORARY TRAFFIC CONTROL
TC01
TC02
TC03
TC04
TC05
TC06
TC07
6 HORIZONTAL CONTROL
HORIZONTAL CONTROL
HC01
INDEX OF DRAWINGS
7
8
9
10
11
12
13
14
15
16
17
C01
C01A
C02
C02A
C03
C03A
C04
C04A
C05
C05A
C06
STREET PLAN & PROFILE - STA. 'L' 1+00 TO STA. 'L' 5+80
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 1+00 TO STA. 'L' 5+80
STREET PLAN & PROFILE - STA. 'L' 5+80 TO STA. 'L' 11+00
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 5+80 TO STA. 'L' 11+00
STREET PLAN & PROFILE - STA. 'L' 11+00 TO STA. 'L' 16+20
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 11+00 TO STA. 'L' 16+20
STREET PLAN & PROFILE - STA. 'L' 16+20 TO STA. 'L' 21+40
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 16+20 TO STA. 'L' 21+40
STREET PLAN & PROFILE - STA. 'L' 21+40 TO STA. 'L' 26+60
DRAINAGE, UTILITIES PLAN & PROFILE - STA. 'L' 21+40 TO STA. 'L' 26+60
STREET PLAN & PROFILE - STA. 'L' 26+60 TO STA. 'L' 31+60
CIVIL
OWNER:
CITY OF LAKE OSWEGO
380 A AVENUE
LAKE OSWEGO, OREGON 97034
TEL: 503-635-0267
CONTACT: HEIKE SHIPTON, PE
CIVIL ENGINEER:
CONSOR
1 SW COLUMBIA ST. STE 1700
PORTLAND, OREGON 97205
TEL: 503-225-9010
CONTACT: BILLY ADAMS, PE
WATER, SEWER, STORM:
CITY OF LAKE OSWEGO
SEE CONTACT INFORMATION
ABOVE
GAS:
NW NATURAL
220 NW 2ND AVE
PORTLAND, OR 97209
TEL:217-741-4403
CONTACT: STEVE MONIER
POWER:
PORTLAND GENERAL ELECTRIC
3700 SE 17TH ST
PORTLAND, OR 97202
TEL:503-963-6928
CONTACT: KOLBY
HOLLINGSWORTH
CABLE:
COMCAST
11308 SW 68TH PARKWAY
TIGARD, OR 97223
TEL: 503-351-9311
CONTACT: MATT BRAVO
TELECOM:
LUMEN
4501 NE MINNEHAHA ST, BLDG 2
VANCOUVER, WA 98661
TEL: 503-616-6291
CONTACT: HEATH LINS
CROWN CASTLE
1500 CORPORATE DR
CANONSBURG, PA 15317
TEL: 949-344-7855
CONTACT: NICK MORENO
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2021 EDITION OF THE OREGON
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS ADOPTED AND
MODIFIED BY THE CITY OF LAKE OSWEGO.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL
APPLICABLE PERMITS, LICENSES AND CERTIFICATES RELATIVE TO THE TRADES TO
COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED.
COMPLIANCE SHALL BE AT ALL LEVELS, FEDERAL, STATE, COUNTY, AND LOCAL, RELATING TO
THE PERFORMANCE OF THE WORK.
3. CONSTRUCTION SHALL BE CONFINED TO THE RIGHT-OF-WAY. WORK SHALL NOT ENCROACH
BEYOND THE RIGHT-OF-WAY WITHOUT APPROVAL.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING UTILITIES
SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE
ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN,
MAY EXIST WITHIN THE WORK AREA.
5. OREGON LAW REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION
CENTER BE FOLLOWED. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR
952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR
ACCESSING VIA INTERNET AT WWW.CALLBEFOREYOUDIG.ORG. CALL BEFORE YOU DIG -
PORTLAND METRO AREA 503-246-6699.
6. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE
AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR
REPLACE ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE
UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR
WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. NO ADDITIONAL PAYMENT WILL BE MADE
FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BY UTILITY CONFLICTS. ALL
COSTS RELATED TO UTILITY COORDINATION, PROTECTION, RELOCATION AND POTHOLING
ARE TO BE CONSIDERED INCIDENTAL TO THE CONTRACT WORK.
7. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF LAKE OSWEGO 48 HOURS IN
ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER
SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS,
SUNDAYS, OR HOLIDAYS.
8. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT
ALL TIMES.
9. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT
NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE
ENGINEER. ANY ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE DOCUMENTED ON
CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER. ANY PROPOSED
CHANGES IN CONSTRUCTION PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY
ENGINEER PRIOR TO COMMENCING WORK.
10. PROVIDE "AS CONSTRUCTED" DRAWINGS INDICATING ALL CHANGES IN GRADE,
ALIGNMENT, FITTINGS AND MATERIALS INSTALLED AND ANY OTHER UTILITIES OR OBSTACLES
NOT SO INDICATED ON THESE PLANS.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING
CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY
FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING
CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY
ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK
AFFECTED UNTIL REPORTED TO THE ENGINEER FOR CLARIFICATION OR CORRECTION.
12. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR ENGINEER SHALL
NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE
WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND
PROJECT CONTRACT DOCUMENTS.
13. CONTRACTOR SHALL COORDINATE ALL IMPROVEMENT LIMITS WITH THE ENGINEER
ONSITE PRIOR TO BEGINNING WORK. NO PAYMENT WILL BE MADE FOR EXTRA WORK THAT IS
CONSTRUCTED BEYOND THE APPROVED CONSTRUCTION LIMITS.
14. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT
AREA AND LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION OF THE PROJECT,
THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE FROM ALL DEBRIS AND UNUSED
MATERIALS.
15. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL
DELINEATION PURPOSES ONLY AND ARE NOT MEANT TO REPRESENT THE ACTUAL PROPERTY
BOUNDARIES, UNLESS OTHERWISE INDICATED.
16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL
CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ,
STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK
INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, ERECTION/INSTALLATION, FALL
PROTECTION, GUARDRAILS, ETC.
17. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A
RESULT OF CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST
EXISTING CONSTRUCTION JOINT. REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE
WORK.
18. ALL CONSTRUCTION SURVEY AND STAKING REQUIRED FOR THE PROJECT SHALL BE
PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP AND MAKE ALL DETAIL
SURVEYS NECESSARY FOR LAYOUT AND CONSTRUCTION INCLUDING EXACT COMPONENT
LOCATION (SUCH AS EXISTING STRIPING, SYMBOLS, DETECTOR LOOPS, ETC), WORKING
POINTS, LINES, AND ELEVATIONS. PRIOR TO CONSTRUCTION, THE FIELD LAYOUT SHALL BE
REVIEWED BY THE ENGINEER. THE CONTRACTOR SHOULD ASSUME THAT ALL SURVEY
STAKING IS TO BE COMPLETED USING INFORMATION CONTAINED IN THE PLANS AND
SPECIFICATIONS OR FROM EXISTING ONSITE FEATURES. ELECTRONIC DESIGN FILE(S) FOR
STAKING CURB RAMPS SHALL BE PROVIDED UPON REQUEST.
19. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO CAREFULLY PRESERVE BENCH
MARKS, REFERENCE POINTS AND STAKES. IN THE CASE OF DESTRUCTION, THEREOF, BY THE
CONTRACTOR RESULTING FROM ITS NEGLIGENCE, THE CONTRACTOR SHALL BE CHARGED
WITH THE EXPENSE AND DAMAGE RESULTING THEREFORE AND SHALL BE RESPONSIBLE FOR
ANY MISTAKES THAT MAY BE CAUSED BY THE UNNECESSARY LOSS OR DISTURBANCE OF
SUCH MARKS, REFERENCE POINTS AND STAKES.
20. COORDINATE WITH OTHER CONTRACTORS WITHIN THE PROJECT LIMITS COMPLETING
WORK.
21. MULTIPLE SURVEY MONUMENTS ARE PRESENT THROUGHOUT THE PROJECT AREA. THE
CONTRACTOR SHALL VERIFY THE PRESENCE PRIOR TO COORDINATING WITH THE ENGINEER
PER 00490.48 OF THE SPECIAL PROVISIONS PRIOR TO ANY DISTURBANCE ACTIVITIES.
22. PROTECT ALL STREET LIGHTING POLES, EXISTING MAILBOXES, AND ROADSIDE UTILITIES
UNLESS OTHERWISE NOTED.
23. CONTRACTOR IS RESPONSIBLE FOR THE DOCUMENTATION AND POST-CONSTRUCTION
SURVEY FOR THE EXISTING, MODIFIED, AND NEW INLETS WITHIN THE PROJECT PAVING
LIMITS. SURVEY TO INCLUDE THE RIM, SUMP, INFLUENT AND EFFLUENT ELEVATIONS. SURVEY
SHALL ALSO CONTAIN PIPE MATERIAL TYPE AND INLET TYPE. SEE SECTION 00305.02 OF THE
SPECIAL PROVISIONS FOR FURTHER INFORMATION.
23. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES, AND
SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION NEW PIPING FAR ENOUGH IN
ADVANCE TO ALLOW NECESSARY ADJUSTMENTS IN GRADE AND SHALL NOTIFY ENGINEER OF
NEED TO ADJUST PIPING INSTALLATION ACCORDINGLY. POTHOLING SHALL SUFFICIENTLY
PRECEDE LAYING OF PIPE TO ALLOW REQUIRED ELEVATION ADJUSTMENTS TO BE
ACCOMPLISHED WITHOUT REWORK. ELEVATION ADJUSTMENTS SHALL BE EXPECTED AND
ARE INCIDENTAL TO THE WORK. DEFLECT PIPE AS REQUIRED AND WITHIN THE
MANUFACTURER'S TOLERANCES TO AVOID EXISTING UTILITIES AND COMPLETE TIE-INS.
1. NEWLY CONSTRUCTED OR MODIFIED INLETS AND CATCH BASINS ARE TO BE PROTECTED IMMEDIATELY UPON INSTALLATION. EXISTING INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF
FROM THE PROJECT AREA ARE TO BE PROTECTED PRIOR TO CONSTRUCTION. ALL INLETS AND CATCH BASINS ARE TO BE PROTECTED IN ACCORDANCE WITH THE CITY OF LAKE OSWEGO PUBLIC
WORKS STANDARDS FOR EROSION AND SEDIMENT CONTROL.
2. IN THE EVENT OF ANY EROSION CONTROL MEASURE FAILURE, IMMEDIATE ACTION SHALL BE TAKEN TO REPAIR, REPLACE, OR CONSTRUCT ADDITIONAL MEASURES AS REQUIRED TO ENSURE
ADEQUATE EROSION CONTROL PROTECTION.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED REGULARLY, PARTICULARLY DURING AND AFTER STORM EVENTS, TO ENSURE ADEQUATE PERFORMANCE. MAINTENANCE AND
INSPECTION LOGS SHALL REMAIN ON SITE AND SHALL BE AVAILABLE TO THE CITY OF LAKE OSWEGO UPON REQUEST.
4. ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS SHALL BE ADMINISTERED RESPONSIBLY WITH DISPOSAL AND SPILLS HANDLED IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.
5. CONTRACTOR SHALL VACUUM SWEEP PARKING LOTS AND ROADWAYS TO ENGINEERS SATISFACTION TO PREVENT SEDIMENT FROM BEING TRACKED OFFSITE. ALL NEWLY PAVED STREETS
SHALL BE PROTECTED FROM SEDIMENT BY CONSTRUCTION EQUIPMENT TO THE MAXIMUM EXTENT PRACTICAL.
·RD100 - MAILBOX SUPPORT
·RD101 - MAILBOX INSTALLATION
·RD300 - TRENCH BACKFILL, BEDDING, PIPE ZONE AND MULTIPLE INSTALLATIONS
·RD302 - STREET CUT
·RD336 - STANDARD MANHOLE DETAILS
·RD339 - PIPE TO STRUCTURES CONNECTIONS
·RD345 - PIPE TO MANHOLE CONNECTIONS
·RD360 - MANHOLE FRAME ADJUSTMENT
·RD390 - FILL HEIGHT TABLE FOR CORRUGATED HDPE PIPE
·RD400 - GUARDRAIL AND METAL MEDIAN BARRIER (29" RAIL HEIGHT)
·RD402 - MIDWEST GUARDRAIL SYSTEM TYPES
·RD404 - MIDWEST GUARDRAIL SYSTEM STEEL POST AND BLOCK
·RD406 - PLACEMENT OF GUARDRAILS ON SLOPES
·RD407 - MIDWEST GUARDRAIL SYSTEM (W-BEAM)
·RD416 - MIDWEST GUARDRAIL SYSTEM STANDARD HARDWARE (NUTS, BOLTS,
WASHERS AND MISC.)
·RD417 - MIDWEST GUARDRAIL SYSTEM END SECTIONS
·RD419 - MIDWEST GUARDRAIL SYSTEMS GRADING FOR TERMINALS
·RD420 - MIDWEST GUARDRAIL SYSTEM NON-FLARED ENERGY-ABSORBING
TERMINAL
·RD450 - GUARDRAIL ANCHORS (STEEL)
·RD481 - MIDWEST GUARDRAIL SYSTEM HEIGHT CONVERSION
·RD700 - CURBS
·RD720 - CURB LINE SIDEWALKS
·RD722 - SIDEWALK JOINTS AND TRANSITION PANELS
·RD902 - DETECTABLE WARNING SURFACE DETAILS
·RD904 - DETECTABLE WARNING SURFACE PLACEMENT FOR CURB RAMPS
·RD905 - DETECTABLE WARNING SURFACE PLACEMENT FOR DIRECTIONAL CURB
·RD910 - PERPENDICULAR CURB RAMP
·RD912 - PERPENDICULAR CURB RAMP
·RD916 - PERPENDICULAR CURB RAMP SINGLE RAMP
·RD920 - PARALLEL CURB RAMP
·RD922 - PARALLEL CURB RAMP SINGLE RAMP
·RD930 - COMBINATION CURB RAMP
·RD932 - COMBINATION CURB RAMP
·RD936 - COMBINATION CURB RAMP
·RD938 - COMBINATION CURB RAMP SINGLE RAMP
·RD950 - END OF WALK CURB RAMP
·RD1010 - INLET PROTECTION TYPE 2, 3, 6, 7, 10 & 11
·RD1032 - SEDIMENT BARRIER TYPE 8
·RD1070 - CONCRETE TRUCK WASH OUT
·TM500 - PAVEMENT MARKING STANDARD DETAIL BLOCKS
·TM501 - PAVEMENT MARKING STANDARD DETAIL BLOCKS
·TM502 - PAVEMENT MARKING STANDARD DETAIL BLOCKS
·TM503 - PAVEMENT MARKING STANDARD DETAIL BLOCKS
·TM504 - PAVEMENT MARKING STANDARD DETAIL BLOCKS
·TM505 - RAIL CROSSING PAVEMENT MARKINGS
·TM521 - DURABLE & HIGH PERFORMANCE PAVEMENT MARKINGS SURFACE &
GROOVE INSTALLED NON-PROFILED
·TM530 - INTERSECTION PAVEMENT MARKINGS (CROSSWALK, STOP BAR & BIKE
LANE STENCIL)
·TM671 - 3-SECOND WIND GUST MAP
·TM676 - SIGN ATTACHMENTS
·TM681 - PERFORATED STEEL SQUARE TUBE (PSST) SIGN SUPPORT INSTALLATION
·TM687 - PERFORATED STEEL SQUARE TUBE (PSST) ANCHOR FOUNDATION
·TM800 - TABLES, ABRUPT EDGE, AND PCMS DETAILS
·TM820 - TEMPORARY BARRICADES
·TM821 - TEMPORARY SIGN SUPPORTS
·TM822 - TEMPORARY SIGN SUPPORTS
·TM840 - CLOSURE DETAILS
·TM841 - INTERSECTION WORK ZONE
·TM844 - TEMPORARY PEDESTRIAN ACCESSIBLE ROUTES
·TM845 - TEMPORARY SIDEWALK RAMPS
·TM850 - 2-LANE, 2-WAY ROADWAYS
·TM855 - 2-LANE, 2-WAY ROADWAYS
·E1-01 - CATCH BASIN-INLET PROTECTION
·E1-03 - SEDIMENT FENCE
·E1-04 - MATTING SLOPE INSTALLATION
·E1-06 - CONSTRUCTION ENTRANCE
·E1-08 - TREE PROTECTION
·S2-01 - VERTICAL CURB DETAIL
·S4-01 - TYPICAL DRIVEWAY GRADIENT PROFILE
·S4-02 - VERTICAL CURVES FOR PRIVATE DRIVEWAYS
·SD1-01 - INSIDE DROP MANHOLE
·SD2-01 - STANDARD STORM MANHOLE FRAME & COVER
·SD3-01 - HOOD SPECIFICATIONS FOR CATCH BASINS AND
WATER QUALITY STRUCTURES
·SD5-01D - TYPE "G" CATCH BASIN
·SD5-02 - CATCH BASIN FRAME & GRATE
·SD5-03A - INLET CATCH BASIN (CG-30)
·SD8-01 - 18" BEEHIVE OVERFLOW
·W1-01A - 1" WATER SERVICE ASSEMBLY
·W4-01 - TYPICAL FIRE HYDRANT INSTALLATION
·W6-01 - TYPICAL VALVE SETTING
·WW2-04 - MANHOLE STEP
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-G
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
GENERAL NOTES
2
G02
PROJECT CONTACTS
CITY STANDARD DRAWINGSODOT STANDARD DRAWINGSGENERAL NOTES
EROSION CONTROL NOTES CITY OF LAKE OSWEGO EROSION CONTROL PERMIT SHOULD BE OBTAINED VIA THE CITY WEBSITE AT: https://www.ci.oswego.or.us/formslf/ErosionControlApp
EXISTING RIGHT OF WAY
EXISTING CENTERLINE
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF GRAVEL
EXISTING CURB
EXISTING CONCRETE SIDEWALK
EXISTING STORM
EXISTING DITCH
EXISTING SANITARY
EXISTING WATER
EXISTING ABANDONED WATER
EXISTING GAS
EXISTING OVERHEAD TELEPHONE
EXISTING UNDERGROUND TELEPHONE
EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
EXISTING OVERHEAD CABLE TV
EXISTING UNDERGROUND CABLE TV
EXISTING HANDRAIL
EXISTING WALL
EXISTING FENCE WOOD
EXISTING FENCE GATE
EXISTING FENCE ORNAMENTAL
EXISTING BUILDING/STRUCTURE
EXISTING GUARDRAIL
EXISTING PAVER
EXISTING BERM
W
W
G
CB
CB
DCO
E
EXISTING MANHOLE WASTEWATER
EXISTING MANHOLE STORM
EXISTING CATCH BASIN RECTANGLE
EXISTING CATCH BASIN ROUND
EXISTING CLEANOUT WASTEWATER
EXISTING CLEANOUT STORM
EXISTING ROOF DRAIN
EXISTING WATER METER
EXISTING IRRIGATION CONTROLLER
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
EXISTING POWER METER
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING TV PEDESTAL
EXISTING MAILBOX
EXISTING GAS VALVE
EXISTING LUMINAIRE
EXISTING SIGN
EXISTING TREE, SHRUB,
OR ROOT SYSTEM
CITY BENCHMARK
SURVEY BENCHMARK
GROUND LIGHT
COMMUNICATION MANHOLE
COMMUNICATION CABINET
COMMUNICATION TOWER
WATER MONITORING WELL
SURVEY MONUMENT
VEHICLE DETECTION CIRCLE
VEHICLE DETECTION DIAMOND
TRAFFIC CONTROL BOX
EXISTING FIBER OPTIC VAULT
EXISTING UTILITY VAULT
EXISTING ROOF DRAIN
EXISTING SCHOOL LOCATION
C
S
D
SCO
C
S
D
CB
W
W
E
SCO
PROPOSED
DCO
PROPOSED COMMUNICATION UNDERGROUND UTILITY
STRUCTURE (DIMENSIONS VARY)
PROPOSED COMMUNICATION UTILITY PEDESTAL
PROPOSED WASTEWATER MANHOLE
PROPOSED STORMWATER MANHOLE
PROPOSED WASTEWATER CLEANOUT
PROPOSED STORMWATER CLEANOUT
PROPOSED CATCH BASIN
PROPOSED DROP INLET
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
PROPOSED LUMINAIRE
PROPOSED LED BOLLARD
PROPOSED ELECTRICAL BOX OR VAULT
PROPOSED PAD MOUNTED SERVICE CABINET
PROPOSED UTILITY POLE
PROPOSED ROOF DRAIN CONNECTION
PROPOSED COMMUNICATIONS MANHOLE
PROPOSED MONUMENT
PROPOSED CHECK DAM
PROPOSED TRUNCATED DOMES
PROPOSED CURB CUT INLET
PROPOSED METAL INLET, TYPE TRENCH GRATE
PROPOSED METAL INLET, TYPE BEEHIVE
PROPOSED UTILITY VAULT
PROPOSED GAS VALVE
PROPOSED VEHICLE DETECTION CIRCLE
PROPOSED VEHICLE DETECTION DIAMOND
PROPOSED SURVEY MONUMENT
PROPOSED DIRECTION OF FLOW
PROPOSED TREE REMOVAL
PROPOSED LIMITS OF WORK
PROPOSED CENTERLINE
PROPOSED CURB (TYPE VARIES PER PLAN)
PROPOSED CURB AND GUTTER (INCLUDES MODIFIED)
PROPOSED CONCRETE EDGING
PROPOSED VALLEY GUTTER
PROPOSED CONCRETE
PROPOSED ASPHALT CONCRETE PAVING
PROPOSED ASPHALT CONCRETE PAVEMENT REPAIR
PROPOSED ASPHALT DRIVEWAY APPROACH
PROPOSED WEDGE/TAPER GRIND
PROPOSED ROCK SHOULDER TRANSITION
PROPOSED ROCK SHOULDER
PROPOSED RIGHT OF WAY
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
APPROXIMATE RIGHT OF ENTRY
PROPOSED CUT LIMITS
PROPOSED FILL LIMITS
PROPOSED ASPHALT BERM
PROPOSED STORM
PROPOSED WATER SERVICE
PROPOSED LANDSCAPING
PROPOSED ABANDONED WATER SERVICE
PROPOSED STORM REMOVAL
PROPOSED REMOVAL OF DEBRIS
PROPOSED REMOVAL OF ASPHALT AND OR CONCRETE
SURFACING
TCE
G
C
U
RD
U
ROE
EXISTING
SHEET NOTES:
1. LEGEND SYMBOLS SHOWN DEPICT GRAPHIC SCALE OF 1" = 20'.
SHEET FROM WHICH
DETAIL IS TAKEN *
SHEET WHERE SECTION
IS SHOWN *
SECTION AND DETAIL DESIGNATIONS
SECTION DESIGNATIONS DETAIL DESIGNATIONS
2
2
SCALE:
DETAIL
2
A
SCALE:
SECTION
2
A
* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN
ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED
WITH A DASH.
SECTION LETTER
DESIGNATION
SHEET FROM WHICH
SECTION IS TAKEN *
SECTION LETTER
DESIGNATION
DETAIL
NUMBER
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-G
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SYMBOLS AND LEGENDS
3
G03
X
AB
ABAN
ABC
ABS
ABV
AC
ACP
ACU
ADJ
ANCHOR BOLT
ABANDON(ED)
AGGREGATE BASE COURSE
ACRYLONITRILE BUTADIENE STYRENE
ABOVE
ASPHALTIC CONCRETE
ASPHALTIC CONCRETE PAVING
AIR CONDITIONING UNIT
ADJUSTABLE
ADJC
AFF
AFG
AHR
AHU
AL
ALT
APPROX
APPVD
ADJACENT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ANCHOR
AIR HANDLING UNIT
ALUMINUM
ALTERNATE
APPROXIMATE
APPROVED
A
ARV
ASSN
ASSY
ATM
AUTO
AUX
@
AIR RELEASE VALVE
ASSOCIATION
ASSEMBLY
ATMOSPHERE
AUTOMATIC
AUXILIARY
AT
BETW
BF
BFV
BL
BACK OF CURB
BETWEEN
BOTH FACES
BOTTOM FACE
BUTTERFLY VALVE
BASE LINE
BLDG
BLK
BLT
BLW
BO
BOT
BS
BUILDING
BLOCK
BOLT
BELOW
BLOWOFF
BOTTOM
BLACK STEEL
BTU
BV
BC
BRITISH THERMAL UNIT
BALL VALVE
BOTTOM OF CURB
C
C/C OR
C TO C
CAB
CARV
CENTER TO CENTER
CABINET
COMBINATION AIR
RELEASE VALVE
CB
CCP
CCW
CFM
CFS
CHAN
CHEM
CATCH BASIN
CONCRETE CYLINDER PIPE
COUNTER CLOCKWISE
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHANNEL
CHEMICAL
CHFR
CHKV
CI
CIMJ
CIP
CIPC
CISP
CHAMFER
CHECK VALVE
CAST IRON
CAST IRON MECHANICAL JOINT
CAST IRON PIPE
CAST IN PLACE CONCRETE
CAST IRON SOIL PIPE
CJ
C/L, CL OR C
CLG
CLJ
L
CLO
CLR
CONSTRUCTION JOINT
CENTER LINE
CEILING
CONTROL JOINT
CITY OF LAKE OSWEGO
CLEAR
CMP
CMU
CND
CO
COL
COMPL
CORRUGATED METAL PIPE
CONCRETE MASONARY UNIT
CONDUIT
CLEANOUT
COLUMN
COMPLETE
CONC
CONN
CONSTR
CONT
CONTR
COORD
COP
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS(ATION)
CONTRACT(OR)
COORDINATE
COPPER
CORP
CORR
CP
CPLG
CPVC
CRN
CSP
CV
CORPORATION
CORRUGATED
CONTROL POINT
COUPLING
CHLORINATED POLYVINYL CHOLRIDE
CROWN
CONCRETE SEWER PIPE
CONTROL VALVE
CY CUBIC YARDS
D
D
DET
DI
DIA
DIM
DRAIN
DETAIL
DUCTILE IRON
DIAMETER
DIMENSION
DIST
DN
DWG
DISTANCE
DOWN
DRAWING
E
EA
ECC
EF
EL OR ELEV
ELB
EACH
ECCENTRIC
EACH FACE
ELBOW
ELEVATION
ELEC OR E
ENCL
EOP
EQL SP
EQUIP
ESMT
EW
EXC
EXH
ELECTRICAL
ENCLOSURE
EDGE OF PAVEMENT
EQUALLY SPACED
EQUIPMENT
EASEMENT
EACH WAY
EXCAVATE
EXHAUST
EXP
EXP BT
EXP JT
EG
EXPANSION
EXPANSION BOLT
EXPANSION JOINT
EXISTING GRADE
EXIST
EXT
EXISTING
EXTERIOR
F
F/F OR
F TO F
F/L
FAB
FB
FCA
FCO
FD
FDN
FACE TO FACE
FLOW LINE
FABRICATE
FLAT BAR
FLANGED COUPLING ADAPTOR
FLOOR CLEANOUT
FLOOR DRAIN
FOUNDATION
FDR
FEXT
FF
FGL
FH
FIN FL
FG
FLEX C
FEEDER
FIRE EXTINGUISHER
FAR FACE
FIBERGLASS
FIRE HYDRANT
FINISH FLOOR
FINISH GRADE
FLEXIBLE COUPLING,
FLEXIBLE CONNECTION
FLG
FLR
FN
FOC
FOF
FPM
FPS
FT
FLANGE
FLOOR
FENCE
FACE OF FINISH
FEET PER MINUTE
FEET PER SECOND
FEET OR FOOT
FTG
FUT
FXTR
FITTING OR FOOTING
FUTURE
FIXTURE
G
G
GA
GAL
GAS
GAGE
GALLON
GALV
GIP
GL
GLV
GALVANIZED
GALVANIZED IRON PIPE
GLASS
GLOBE VALVE
GM
GND
GPD
GPH
GPM
GPS
GR
GR LN
GAS METER
GROUND
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GALLONS PER SECOND
GRADE
GRADE LINE
GTV
GV
GVL
GATE VALVE
GAS VALVE
GRAVEL
H
HB
HC
HDPE
HDWE
HOSE BIBB
HOLLOW CORE
HIGH-DENSITY POLYETHYLENE
HARDWARE
HGR
HGT
HH
HM
HNDRL
HOA
HANGER
HEIGHT
HANDHOLE
HOLLOW METAL
HANDRAIL
HAND-OFF-AUTO
HORIZONTAL
HP
HPG
HPT
HR
HSB
HV
HVAC
HWY
HYD
HYDR
HIGH PRESSURE
OR HORSEPOWER
HIGH PRESSURE GAS
HIGH POINT
HOUR
HIGH STRENGTH BOLT
HOSE VALVE
HEATING, VENTILATION,
AIR CONDITIONING
HIGHWAY
HYDRANT
HYDRAULIC
I
ID
IF
INCC
INSTL
INSTR
INSUL
INTLK
INTR
IP
IR
INSIDE DIAMETER
INSIDE FACE
INCLUDE(D)(ING)
INSTALLATION OR
INSTALL
INSTRUMENT
INSULATION
INTERLOCK
INTERIOR
INVERT ELEVATION
IRON PIPE
IRON ROD
J
JT JOINT
K
KPL
KWY
KICK PLATE
KEYWAY
L
LC
LOC
LONG
LP
LPT
LRG
LEVEL CROWN
LOCATION
LONGITUDINAL
LOW POINT
LS
LVL
LUMP SUM
LEVEL
M
MAN
MATL
MAX
MB
MECH
MET
MFR
MANUAL
MATERIAL
MAXIMUM
MAILBOX
MECHANICAL
METAL
MANUFACTURER
MGD
MH
MIN
MISC
MJ
MON
MPT
MSL
MTD
MILLION GALLONS PER DAY
MANHOLE
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
MONUMENT
MALE PIPE THREAD
MEAN SEA LEVEL
MOUNTED
N
NA
NC
NIC
NO
NRCP
NOT APPLICABLE
NORMALLY CLOSED
NOT IN CONTRACT
NUMBER
NON REINFORCED CONCRETE PIPE
O
O/O OR
O TO O
OFF
OC
OD
OF
OUT TO OUT
OFFSET
ON CENTER
OUTSIDE DIAMETER
OVERFLOW OR OUTSIDE FACE
OPP
ORIG
OVHD
OPPOSITE
ORIGINAL
OVERHEAD
P
P PLANT
PERP
PG
PH
PI
PK
PL
PERPENDICULAR
PRESSURE GAGE
PIPE HANGER
POINT OF INTERSECTION
PK (SURVEY) NAIL
PROPERTY LINE OR PLATE
PP
PRCST
PREP
PRESS
PRKG
PROP
PRV
POWER POLE
PRECAST
PREPARATION
PRESSURE
PARKING
PROPERTY
PRESSURE REDUCING VALVE
PJF PREFORMED JOINT FILLER
PS
PSIG
PSL
PV
PVC
PVMT
POUNDS PER SQUARE INCH GAGE
PIPE SLEEVE
PLUG VALVE
POINT OF VERTICAL CURVATURE
PAVEMENT
R
R
RC
RCP
RD
RDCR
REF
RADIUS
REVERSE CROWN
REINFORCED CONCRETE PIPE
ROOF DRAIN OR RAIN DRAIN
REDUCER
REFERENCE
REINF
REQD
RLG
RM
RND
RO
ROW
REINFORCE(D)(ING)(MENT)
REQUIRED
RAILING
ROOM
ROUND
ROUGH OPENING
RIGHT OF WAY
RPM
RR
RST
REVOLUTIONS PER MINUTE
RAILROAD
REINFORCING STEEL
S
SA
SD
SDL
SECT
SHLDR
SAMPLE
SCHEDULE
STORM DRAIN
SADDLE
SECTION
SHOULDER
SHT
SIM
SL
SLP
SLV
SOC
SP
SHEET
SIMILAR
STREET LIGHT
SLOPE
SLEEVE
SOCKET
SOIL PIPE
SPCL
SPEC
SPG
SPRT
SQ
SQ FT
SQ IN
SQ YD
SPECIAL
SPECIFICATION
SPACING
SUPPORT
SQUARE
SQUARE FOOT
SQUARE INCH
SQUARE YARD
SAN
SST
STA
STD
STL
STR
STAINLESS STEEL
STATION
STANDARD
STEEL
STRAIGHT
STRUCT
SUBMG
SW
SYMM
SYS
STRUCTURE
SUBMERGED
SIDEWALK
SYMMETRICAL
SYSTEM
T
T & B
T & G
TBM
TC
TEL
TEMP
TOP & BOTTOM
TONGUE & GROOVE
TEMPORARY BENCH MARK
TOP OF CURB OR TOP OF CONCRETE
TELEPHONE
TEMPORARY
THK
THRU
TOT
TP
TB
TRANS
THICKNESS
THROUGH
TOTAL
TEST PIT OR
THRUST BLOCK
TRANSITION
TSIG
TW
TYP
TRAFFIC SIGNAL
TOP OF WALL
TYPICAL
U
UG
UN
UNIF
UON
UP
UNION
UNIFORM
UNLESS OTHERWISE
UTILITY POLE
V
V
VB
VENT
VACUUM BREAKER
OR VALVE BOX
VERT
VOL
VERTICAL
VOLUME
W
W/
W/O
W/W
WF
WITH
WITHOUT
WALL TO WALL
WIDE FLANGE
WH
WLD
WM
WP
WALL HYDRANT
WELDED
WATER METER
WORKING POINT OR
WATERPROOFING
WS
WTRT
WATER SERVICE
WATERTIGHT
WV WATER VALVE
X
X SECT
XFMR
CROSS SECTION
TRANSFORMER
Y
YD
YH
YARD DRAIN
YARD
BOC
BTF
BST
UNDERGROUND
ANG ANGLE
BACK SIGHT
FACE OF CONCRETE/CURB
GUT GUTTER
GUY GUY ANCHOR
HORIZ
IE OR INV
COR CORNER
D/W DRIVEWAY
FS FORE SIGHT
INLET INLET STRUCTURE
LARGE
PC POINT OF CURVATURE
POINT OF SPIRAL
LT LEFT
NE NORTHEAST
NW NORTHWEST
PCC
POINT OF COMPOUND CURVEPE
PLAIN END
PERF PERFORATED
POC
POT
POINT ON CURVE
POINT ON TANGENT
PT POINT OF TANGENCY
PRC POINT OF REVERSE CURVE
RT RIGHT
SE SOUTHEAST
SOUTHWEST
S/W
RIM RIM
TL TRAFFIC LOOP
TLC TRAFFIC LOOP
TLW TRAFFIC LOOP WIRE
TOE TOE (OF SLOPE)
TOP TOP (OF SLOPE)
VLT VAULT
W WEST
DW DRYWELL
POLC POLLUTION CONTROL
SANITARY SEWER
SERV SERVICE
BH BORE HOLE
DCO
SDMH STORM DRAIN MANHOLE
STORM DRAIN CLEANOUT
SCO SANITARY SEWER CLEANOUT
SAN MH SANITARY SEWER MANHOLE
BFP BACKFLOW PREVENTOR
DEMO DEMOLITION
CR CRUSHED
DP DEPTH
LOOP
PED PEDESTRIAN
REPL REPLACE
SCH
VC VERTICAL CURVE
CITY CITY OF LAKE OSWEGO
OSD OREGON STANDARD DRAWINGS
XING CROSSING
AR ADA RAMP
ADA AMERICANS WITH DISABILITIES ACT
L LENGTH
T TANGENT
C CHORD LENGTH
LVC LENGTH OF VERTICAL CURVE
PVI POINT OF VERTICAL INTERSECTION
BVCS BEGINNING VERTICAL CURVE STATION
BVCE BEGINNING VERTICAL CURVE ELEVATION
EVCE
EVCS
END VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
MIL MILLIMETER
NOTED
TC TOP OF CURB
EST ESTIMATED
HDR HEADER
BFS BEGIN FULL SUPERELEVATION
BNC BEGIN NORMAL CROWN
EFS END FULL SUPERELEVATION
ENC END NORMAL CROWN
B
SAN LAT SANITARY SEWER LATERAL
LF LINEAL FEET
E EAST
N NORTH
S SOUTH
CONTROLLER
TOP OF PAVEMENT
WQ WATER QUALITY
HYDRANT
PSST PERFORATED STEEL SQUARE TUBE
OBS OBSERVATION
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-G
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ABBREVIATIONS
4
G04
OSWE
G
O
LAKE
0
FEETSCALE
200 100 400200
X
PLAN SHEET VIEW FRAME
SHEET LEGEND:
C01
C02
C03
C04
C05
C06 C07
C
0
8
C0
9
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-G
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
GENERAL PLAN SHEET LAYOUT
5
G05
LAKE
V
I
E
W
B
L
V
D
IRON
M
O
U
N
T
A
I
N
B
L
V
D
UPP
E
R
D
R
TW
I
N
F
I
R
R
D
UPPE
R
D
R
R
E
E
S
E
R
D
LAKE GROVE AVE
BO
O
N
E
S
F
E
R
R
Y
R
D
SO
U
T
H
S
H
O
R
E
B
L
V
D
SOUTH SHORE BLVD
PLAN SHEET LABEL
SUM
M
I
T
DR
C10
10019
10015
40003
10009
10026
'
S
'
0
+
0
0
'S'2+00
10008
10022
10018
10014
10013
10025
10012
10011
10010
10007
10027
10006
10005
10002
10020
10004
N65° 54' 46.18"E
315.39
N61° 36' 51.47"E
5.63
N69° 27' 25.20"E
51.50
N64° 25' 49.85"E
38.59
N18° 49' 12.81"E
52.33
N08° 30' 28.38"W
86.77
N18° 05' 11.72"E
104.26
N05° 23' 55.27"E
50.18
N28° 08' 12.65"W
83.41
N71° 30' 26.43"E
58.61
N68° 37' 28.04"E
43.59
N73° 03' 22.87"E
55.04
N64° 46' 24.84"E
168.39
S87° 02' 33.25"E
213.92
N64° 09' 08.92"E
60.72
N64° 45' 06.49"E
268.61
N64° 23' 40.68"E
84.70
R=1400'
Δ=4°17'55"
L=4540.00'
R=170'
Δ=45°36'37"
L=4540.00'
R=230'
Δ=27°19'41"
L=4540.00'
R=360'
Δ=26°35'40"
L=4540.00'
R=400'
Δ=12°41'16"
L=4540.00'
R=225'
Δ=33°32'08"
L=4540.00'
R=10000'
Δ=1°32'56"
L=4540.00'
R=3399'
Δ=8°16'58"
L=4540.00'
R=1000'
Δ=2°52'58"
L=4540.00'
R=2000'
Δ=0°49'57"
L=4540.00'
R=360'
Δ=23°30'09"
L=4540.00'
R=675'
Δ=10°35'57"
L=4540.00'
R=656'
Δ=17°55'52"
L=4540.00'
R=8450'
Δ=2°57'21"
L=4540.00'
R=10000'
Δ=0°25'04"
L=4540.00'
R=10000'
Δ=0°35'58"
L=4540.00'
R=10000'
Δ=0°21'26"
L=4540.00'
R=10000'
Δ=0°22'44"
L=4540.00'
PC: 'L' 4+15.39
PC: 'L' 36+30.64
PC: 'L' 38+18.31
PC: 'L' 40+14.78
PC: 'L' 42+86.14
PC: 'L' 44+24.90
PC: 'L' 23+96.86
PC: 'L' 18+50.38
PC: 'L' 27+25.83 PC: 'L' 28+19.74
PC: 'L' 29+00.30 PC: 'L' 32+61.88
PC: 'L' 5+26.05
PC: 'L' 10+95.61
PC: 'L' 14+68.83 PC: 'L' 16+15.86
PT: 'L' 5+20.42
PT: 'L' 37+65.97
PT: 'L' 39+28.01
PT: 'L' 41+81.88
PT: 'L' 43+74.72
PT: 'L' 45+56.59
PT: 'L' 26+67.23PT: 'L' 23+41.82
PT: 'L' 27+76.15
PT: 'L' 28+48.80
PT: 'L' 30+47.96
PT: 'L' 35+92.05
PT: 'L' 10+34.89
PT: 'L' 12+00.21
PT: 'L' 15+31.16
PT: 'L' 16+82.00
PCC: 'L' 33+86.75
PRC: 'L' 9+61.99
PC: 'S' 0+15.06
PT: 'S' 0+59.60
S58° 35' 58.85"E
15.06
N57° 36' 03.57"E
140.43
R=40'
Δ=63°47'58"
L=200.03'
'L' 1+00 'L' 5+00
'L' 10+00 'L' 15+00 'L' 20+00
'L' 25+00
'L' 3
0
+
0
0
'L' 35+00
'L
'
4
0
+
0
0
'L
'
4
5
+
0
0
'
L
'
4
6
+
4
0
IRON
MOUNTAIN
BLVD
PLAN
SCALE: 1"=150'NO
R
T
H
LAKEVIEW BLVD
SO
U
T
H
SH
O
R
E
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-HC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
HORIZONTAL CONTROL
6
HC01
UPPE
R
D
R
SURVEY CONTROL AND ALIGNMENT MAP:
1)BASIS OF BEARINGS AND COORDINATE SYSTEM ARE OREGON COORDINATE REFERENCE SYSTEM (OCRS),
PORTLAND ZONE, EPOCH 2010, NAD83(2011), INTERNATIONAL FEET
2)ELEVATIONS ARE BASED ON NGVD CITY OF LAKE OSWEGO CONTROL MONUMENT "10J-1", A BRASS DISK
STAMPED "I" AT SW CORNER OF SUMMIT DR BRIDGE OVER SPRINGBRROK CREEK; 35' W OF CREEK AND
11' S OF CENTERLINE SUMMIT DR
ELEVATION = 129.769'
3)CONTROL ESTABLISHED BETWEEN JANUARY 5 TO FEBRUARY 3, 2023.
4)CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL CONTROL BEFORE USE.
SUMMIT DR
CONTROL TABLE
POINT#
10004
NORTHING
132135.31
EASTING
339525.18
ELEV.
148.89
DESCRIPTION
5/8" IR W/RPC "WESTLAKE CONSULTANTS"
LEGEND:
POINT #CONTROL POINT
10018
10019
10020
10022
130143.16
129970.24
129814.63
130053.86
336705.08
336345.22
336012.50
336622.74
124.92
123.63
122.21
124.27
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
10013
10014
10015
10025
130664.67
130518.16
130285.78
130733.87
337788.94
337480.36
337063.86
338030.08
131.71
128.78
127.95
132.32
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL
10010
10011
10012
40003
131045.38
130932.63
130820.50
130990.77
338870.74
338544.73
338182.03
338778.61
135.81
133.56
134.74
136.31
5/8" IR W/RPC "WESTLAKE CONSULTANTS"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
SCRIBE IN CONC.
10006
10007
10008
10009
131546.36
131281.26
131127.73
131015.86
339595.52
339644.76
339574.15
339263.24
162.92
152.12
139.06
137.67
5/8" IR W/RPC "WESTLAKE CONSULTANTS"
5/8" IR W/RPC "WESTLAKE CONSULTANTS"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
CONTROL TABLE
POINT#NORTHING EASTING ELEV.DESCRIPTION
10002
10005
10026
132209.03
131877.39
131706.56
339718.40
339703.54
339675.26
133.16
153.41
155.50
MAG NAIL W/ 1-1/2" WASHER "WESTLAKE CONTROL"
NAIL
HUB W/ MAG NAIL
10027 131400.37 339632.47 159.14 HUB W/ MAG NAIL
START: STA. 'L' 1+00.00
N:129899.51
E:336232.55
END: STA. 'L' 46+40.00
N:132045.43
E:339617.41
END: STA. 'S' 1+02.00
N:131234.14
E: 339756.69
'L' STA
37+28.26 = 'S'
STA 0+00.00
E
E
ROE
'L' 1+00 'L' 2+00 'L' 3+00 'L' 4+00 'L' 5+00
STA 'L' 1+98.84, 18.80' LT.
STA 'L' 2+11.38, 15.23' RT.
STA 'L' 4+49.14, 10.00' RT.
STA 'L' 4+49.14, 16.15' LT.
120
125
130
135
140
145
120
125
130
135
140
145
'L'1+00 'L'1+20 'L'1+40 'L'1+60 'L'1+80 'L'2+00 'L'2+20 'L'2+40 'L'2+60 'L'2+80 'L'3+00 'L'3+20 'L'3+40 'L'3+60 'L'3+80 'L'4+00 'L'4+20 'L'4+40 'L'4+60 'L'4+80 'L'5+00 'L'5+20 'L'5+40 'L'5+60 'L'5+80
-0.50%
0.60%0.56%
70.00' VC
K=65.97
PVI STA=5+11.02
PVI EL=124.96
PV
C
S
T
A
4
+
7
6
.
0
2
EL
=
1
2
4
.
7
7
PV
T
S
T
A
5
+
4
6
.
0
2
EL
=
1
2
4
.
7
9
70.00' VC
K=27.39
PVI STA=5+89.76
PVI EL=124.56
PV
C
S
T
A
5
+
5
4
.
7
6
EL
=
1
2
4
.
7
4
1+00 4+00 5+00 5+801+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+20 4+40 4+60 4+80 5+20 5+40 5+60
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
-4.00%
-5.00%
-4.00%
-5.00%
2+11.45
EF
S
2+46.45
LC
BN
C
Runout Runoff
2+86.45
CONSTRUCTION NOTES:
MATCH EXIST
MAINTAIN & PROTECT EXIST CURB AND/OR
GUTTER
MAINTAIN & PROTECT EXIST RAILING
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST MAILBOX
CONSTRUCT CURB AND GUTTER
(SEE DETAIL 1 ON SHEET D01)
CONSTRUCT ASPHALT DRIVEWAY OVERLAY
TRANSITION
(SEE DETAIL 3 ON SHEET D03)
CONSTRUCT END OF WALK CURB RAMP
(SEE ODOT STD DWGS RD904 & RD950)
INSTALL TRUNCATED DOMES
(SEE ODOT STD DWGS RD902, RD904, &
RD905)
CONSTRUCT ASPHALT DRIVEWAY
APPROACH
(SEE DETAIL 5 ON SHEET D03)
CONSTRUCT CONCRETE SIDEWALK
(SEE ODOT STD DWGS RD720 & RD722)
PLACE 3' X 3' X 2" OF 3/4"-0 AGGREGATE
BASE ROCK AROUND HYDRANT
CONSTRUCT TRANSITION FROM STANDARD
CURB & GUTTER TO CURB END
(SEE ODOT STD DWG RD700)
REMOVE OR PROTECT EXIST TREES, AS
SHOWN
(SEE EC SHEETS FOR TREE PROTECTION
AND/OR REMOVALS)
CONSTRUCT VERTICAL CURB
(SEE DETAIL S2-01)
INSTALL VANGUARD SURFACE APPLIED
TRUNCATED DOMES
(SEE ODOT STD DWGS RD902, RD904, &
RD905)
PLACE AGGREGATE SHOULDER ROCK
(SEE TYPICAL SECTIONS)
1
2
4
5
7
10
13
14
15
22
23
27
28
34
44
47
48
PLAN
SCALE: 1"=20'NO
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
5
+
8
0
S
E
E
S
H
E
E
T
C
0
2
PROFILE
LAKEVIEW BLVD
SO
U
T
H
S
H
O
R
E
B
L
V
D
FG AT ROADWAY C/L
EG AT ROADWAY C/L
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
4361
SOUTH SHORE
BLVD
4375
SOUTH SHORE
BLVD
PACIFIC & WESTERN RAILROAD
3910
LAKEVIEW
BLVD
3800
LAKEVIEW
BLVD
1
1
2
5
5
7
10 10
10 134
4
23 23
14
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 1+00 TO STA. 'L' 5+80
7
C01
14
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
PAVING LIMITS
23 5
16'
10'
16'
10'
10
MATCH EXIST
STA. 'L' 2+11.45
ELEV. = 123.28
SAWCUT LINE
SAWCUT LINE
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
'L' LINE & PIVOT POINT
SEE DETAIL 1
ON SHEET D19
SEE DETAIL 2
ON SHEET D19
15
15 44 X
34
47
XX
X
34
34
XX
28
-2.00%
SEE DETAIL 1
ON SHEET D09
22
TYP TYP
TYP
60'
60' LENGTH 0" - 3" TAPER GRIND
WEDGE GRIND
16'
VARIES
27
48
45,
1
34
TYP
& LT.
PVI STA. 'L' 2+51.45
PVI ELEV. = 123.52
100
105
110
115
120
125
130
135
100
105
110
115
120
125
130
135
'L'1+00 'L'1+20 'L'1+40 'L'1+60 'L'1+80 'L'2+00 'L'2+20 'L'2+40 'L'2+60 'L'2+80 'L'3+00 'L'3+20 'L'3+40 'L'3+60 'L'3+80 'L'4+00 'L'4+20 'L'4+40 'L'4+60 'L'4+80 'L'5+00 'L'5+20 'L'5+40 'L'5+60 'L'5+80
EXIST WATER
(12" & 2" ABANDONED)
MH 1
STA 'L':2+30.04
RIM:123.35
SUMP:117.34
IE IN(S):117.45 10"
IE IN(N):117.85 10"
IE OUT(NE):117.34 12"
MH 2
STA 'L':5+73.99
RIM:124.48
SUMP:115.43
IE IN(S):116.80 10"
IE IN(NW):119.21 10"
IE IN(SW):115.63 12"
IE OUT(NE):115.43 15"
EXIST
SS MH
343 LF, 12" HDPE @ 0.50%
EXIST WATER
(12" & 2" ABANDONED)
EXIST
SS
EXIST
SS
EXIST
SS
CB
CB
CB
CB
CBW
W
W W
W
W
W
E
E
C C C
CB
W
G
D
CB
CB CB
D
CB
W
W
S
W
G
CB
124
124.0
123.5
124.5
'L' 1+00 'L' 2+00 'L' 3+00 'L' 4+00 'L' 5+00
STA 'L':6+42.97
OFF:22.65' RT.
MH 2
STA 'L':5+73.99
OFF:11.54' LT.
CB 3
CONC INLET, TYPE G-2
STA 'L': 5+73.32
RIM:124.34
SUMP:116.36
IE OUT(SE):119.36 10"
CB 4
CONC INLET, TYPE G-2
STA 'L': 5+69.86
RIM:123.86
SUMP:114.47
IE OUT(N):117.47 10"
MH 1
STA 'L':2+30.04
OFF:6.18' LT.
CB 2
CONC INLET, TYPE G
STA 'L': 2+18.77
RIM:122.80
SUMP:114.65
IE IN(SW):117.82 8"
IE OUT(N):117.65 10"
CB 1
CONC INLET, TYPE G-2
STA 'L': 2+39.74
RIM:123.22
SUMP:115.05
IE OUT(S):118.05 10"
65 LF, 15" HDPE @ 0.50%
EXIST 30" RCP @ 14.51%
34 LF, 10" HDPE @ 2.00%
6 LF, 10" HDPE @ 2.24%
22 LF, 10" HDPE @ 0.92%
14 LF, 10" HDPE @ 1.47%
9 LF, 10" HDPE @ 2.00%
343 LF, 12" HDPE @ 0.50%
CB 2A
CONC INLET, TYPE G
STA 'L': 2+15.62
RIM:122.73
SUMP:114.89
IE OUT(NE):117.89 8"
3 LF, 8" HDPE @ 2.00%
PROFILE
FG AT ROADWAY C/L
EG AT ROADWAY C/L
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 1+00 TO STA 'L' 5+80
8
C01A
PLAN
SCALE: 1"=20'NO
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
5
+
8
0
S
E
E
S
H
E
E
T
C
0
2
A
LAKEVIEW BLVD
SO
U
T
H
S
H
O
R
E
B
L
V
D
4361
SOUTH SHORE
BLVD
4375
SOUTH SHORE
BLVD
PACIFIC & WESTERN RAILROAD
3910
LAKEVIEW
BLVD
3800
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST WV BOX & LID
REMOVE & REPLACE FIRE HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST BOX (GAS, SCO, ETC )
MINOR ADJUST MH USING METHOD 'C'
(SEE ODOT STD DWG RD360)
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302, RD336, &
RD345)
REMOVE & REPLACE WV BOX & LID TO GRADE
(SEE DETAIL W6-01)
ADJUST BOX (GAS, SCO, ETC.) TO GRADE
INSTALL 48" DIA MH WITH INSIDE DROP
(SEE DETAILS SD1-01, SD2-01, WW1-02, & WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302, RD336, &
RD345)
INSTALL 12" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302, RD336, &
RD345)
REPLACE WATER METER BOX AT GRADE
(SEE DETAILS W1-01A)
INSTALL CAST-IN-PLACE TYPE G-2 INLET WITH 12F
SNOUT & OIL DEBRIS STOPS
(SEE DETAILS SD3-01, SD5-01D & SD5-02)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
INSTALL CAST-IN-PLACE TYPE G INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
REMOVE EXIST STORM PIPE
PRESERVE & PROTECT EXIST SEWER PIPE
INSTALL 1" WATER SERVICE LATERAL & ABANDON
EXIST WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD DWG RD300)
EXTEND FIRE HYDRANT LATERAL
(SEE DETAIL W4-01)
PRESERVE & PROTECT EXIST WATER METER
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, & WW2-04)
3
4
5
9
10
11
12
14
15
16
19
20
22
23
25
27
33
36
35
39
ROW
ROW
3
4
5
9
11
15
23
23
2523 23 25
27
15
16
15
15
16
14
39
20
39
22
39
14
20
20
19
25
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
33 35 1935
X
X
X
X
12
22
36
10
D C
'L' 6+00 'L' 7+00 'L' 8+00 'L' 9+00 'L' 10+00 'L' 11+00
STA 'L' 7+48.70, 14.45' RT.
STA 'L' 7+48.70, 10.00' LT.
120
125
130
135
140
145
120
125
130
135
140
145
'L'5+80 'L'6+00 'L'6+20 'L'6+40 'L'6+60 'L'6+80 'L'7+00 'L'7+20 'L'7+40 'L'7+60 'L'7+80 'L'8+00 'L'8+20 'L'8+40 'L'8+60 'L'8+80 'L'9+00 'L'9+20 'L'9+40 'L'9+60 'L'9+80 'L'10+00 'L'10+20 'L'10+40 'L'10+60 'L'10+80 'L'11+00
120.00' VC
K=38.74
PVI STA=7+10.40
PVI EL=127.04
PV
C
S
T
A
6
+
5
0
.
4
0
EL
=
1
2
5
.
8
1
PV
T
S
T
A
7
+
7
0
.
4
0
EL
=
1
2
6
.
4
1
40.00' VC
K=64.93
PVI STA=9+96.00
PVI EL=127.56
PV
C
S
T
A
9
+
7
6
.
0
0
EL
=
1
2
7
.
3
4
PV
T
S
T
A
1
0
+
1
6
.
0
0
EL
=
1
2
7
.
6
6
70.00' VC
K=70.04
PVI STA=10+81.00
PVI EL=127.98
PV
C
S
T
A
1
0
+
4
6
.
0
0
EL
=
1
2
7
.
8
1
70.00' VC
K=27.39
PVI STA=5+89.76
PVI EL=124.56
PV
T
S
T
A
6
+
2
4
.
7
6
EL
=
1
2
5
.
2
8
60.00' VC
K=27.76
PVI STA=8+33.63
PVI EL=125.75
PV
C
S
T
A
8
+
0
3
.
6
3
EL
=
1
2
6
.
0
6
PV
T
S
T
A
8
+
6
3
.
6
3
EL
=
1
2
6
.
0
8
2.05%
-1.05%1.11%
0.50%
5+80 6+00 7+00 8+00 9+00 10+00 11+006+20 6+40 6+60 6+80 7+20 7+40 7+60 7+80 8+20 8+40 8+60 8+80 9+20 9+40 9+60 9+80 10+20 10+40 10+60 10+80
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
7+48.74
EN
C
7+83.74
LC
BF
S
Runout Runoff
8+36.74
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
-4.00%-4.00%
CONSTRUCTION NOTES:
MATCH EXIST
MAINTAIN & PROTECT EXIST
DRIVEWAY
MAINTAIN & PROTECT EXIST
RAILING
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST
MAILBOX
MAINTAIN & PROTECT EXIST
STAIRS AND HANDRAIL
CONSTRUCT CURB AND GUTTER
(SEE DETAIL 1 ON SHEET D01)
CONSTRUCT LOW-PROFILE
MOUNTABLE CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
CONSTRUCT END OF WALK CURB
RAMP
(SEE ODOT STD DWG RD950)
INSTALL TRUNCATED DOMES
(SEE ODOT STD DWGS RD902,
RD904, & RD905)
CONSTRUCT RAISED CONCRETE
CROSSWALK
(SEE DETAIL 5 ON SHEET D01)
CONSTRUCT ASPHALT BERM
(SEE DETAIL 4 ON SHEET D01)
CONSTRUCT PERPENDICULAR
ADA CURB RAMP
(SEE ODOT STD DWG RD910)
CONSTRUCT PARALLEL ADA
CURB RAMP
(SEE ODOT STD DWG RD920)
CONSTRUCT COMBINATION
PERPENDICULAR ADA CURB
RAMP
(SEE ODOT STD DWGS RD910 &
RD930)
CONSTRUCT CONCRETE
SIDEWALK
(SEE ODOT STD DWGS RD720 &
RD722)
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK
AROUND HYDRANT
CONSTRUCT TRANSITION FROM
STANDARD CURB & GUTTER TO
LOW-PROFILE MOUNTABLE CURB
& GUTTER
(SEE DET 1 ON SHEET D02)
REMOVE OR PROTECT EXIST
TREES, AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
CONSTRUCT CONNECTION TO
SWIM PARK STAIRS
(SEE DETAIL 6 ON SHEET D01)
COMPLETE LANDSCAPING
(SEE SHEET D22 FOR DETAILS)
REPLACE CONCRETE AROUND
WATER METER BOX (CONCRETE
DRIVEWAYS.) WORK WITH
INSPECTOR TO DETERMINE
LIMITS.
(SEE DETAIL 6 ON SHEET D03)
PLACE AGGREGATE SHOULDER
ROCK
(SEE TYPICAL SECTIONS)
1
3
4
5
7
9
10
12
14
15
16
18
19
20
21
23
27
31
34
37
45
46
48
PLAN
SCALE: 1"=20'N
O
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
5
+
8
0
S
E
E
S
H
E
E
T
C
0
1
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
1
+
0
0
SE
E
S
H
E
E
T
C
0
3
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
ROW
ROW
3800
LAKEVIEW
BLVD
3800
LAKEVIEW
BLVD
3796
LAKEVIEW
BLVD
3764
LAKEVIEW
BLVD
3750
LAKEVIEW
BLVD
3748
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
1
433 3 3 3 3 35
5
5 5 5 55
23 9
77
10
10 12
20
21
19
15
15
15
16
23
3 47 4
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 5+80 TO STA. 'L' 11+00
9
C02
23
18
3690
LAKEVIEW
BLVD
9
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
18'10'
10'
10'
VARIES
VARIES
10'
10'
SAWCUT LINE
SAWCUT LINE
5
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
-2.00%'L' LINE & PIVOT POINT
2.00%
31
SEE DETAIL 2
ON SHEET D21
SEE DETAIL 1
ON SHEET D20
34
2015
37
10
10
X
34
X
34
45
14
XXX
SEE DETAIL 1
ON SHEET D21
SEE DETAIL 2
ON SHEET D04
FOR LOCALIZED
GRADING
TYP TYP
TYP
0" - 2" WEDGE GRIND
VARIESVARIES
4627
48
48
74,
100
105
110
115
120
125
130
135
100
105
110
115
120
125
130
135
'L'5+80 'L'6+00 'L'6+20 'L'6+40 'L'6+60 'L'6+80 'L'7+00 'L'7+20 'L'7+40 'L'7+60 'L'7+80 'L'8+00 'L'8+20 'L'8+40 'L'8+60 'L'8+80 'L'9+00 'L'9+20 'L'9+40 'L'9+60 'L'9+80 'L'10+00 'L'10+20 'L'10+40 'L'10+60 'L'10+80 'L'11+00
65 LF, 15" HDPE @ 0.50%
EXST MH 1
STA 'L':6+39.10
RIM:123.01
SUMP:115.10
IE IN(N):120.80 18"
IE IN(SW):115.10 15"
IE OUT(SE):115.10 30"
39 LF, 30" EX 30" CONC @ 14.51%
MH 3
STA 'L':6+42.97
RIM:124.93
SUMP:109.43
IE IN(NE):110.43 15"
IE IN(NW):109.43 30"
IE OUT(SE):109.43 30"
23 LF, 15" HDPE @ 0.50%
MH 4
STA 'L':6+64.25
RIM:125.68
SUMP:110.54
IE IN(NE):110.64 15"
IE IN(SE):120.86 10"
IE IN(NW):118.49 10"
IE OUT(SW):110.54 15"
49 LF, 15" HDPE @ 0.60%
5 LF, 15" HDPE @ 0.50%
MH 5
STA 'L':7+26.54
RIM:126.29
SUMP:111.01
IE IN(N):114.21 15"
IE IN(SE):120.84 10"
IE OUT(SW):114.01 15"
21 LF, 15" HDPE @ 0.50%
MH 6
STA 'L':7+38.40
RIM:126.53
SUMP:114.31
IE IN(NE):114.41 15"
IE OUT(S):114.31 15"
94 LF, 15" HDPE @ 0.50%
MH 7
STA 'L':8+32.69
RIM:125.79
SUMP:114.88
IE IN(NW):121.90 10"
IE IN(NE):114.98 15"
IE OUT(SW):114.88 15"
312 LF, 15" HDPE @ 0.50%
EXIST
SS
EXIST
SS MH
EXIST WATER
(12" & 2" ABANDONED)
EXIST
SS
EXIST WATER
(12" & 2" ABANDONED)
D
D
CB
CB
W
W
W W W W
W
W
C
CB
D
D
CB
CB
CB
D
CB
D
W
W
W
W
W W
S
C
D
D W
CB
CB
W W
W
W
WW
D
CB
126 128
12
5
.
0
12
6
.
0
126.0
126
.
0
127.0
126.5
127.5
'L' 6+00 'L' 7+00 'L' 8+00 'L' 9+00 'L' 10+00 'L' 11+00
MH 7
STA 'L':8+32.69
OFF:5.88' LT.
CB 8
CONC INLET, TYPE CG-30
STA 'L': 8+32.70
RIM:125.98
SUMP:119.02
IE OUT(SE):122.02 10"
CB 5
CONC INLET, TYPE CG-30
STA 'L': 6+57.75
RIM:126.20
SUMP:116.04
IE IN(NW):119.54 10"
IE OUT(SE):119.04 10"
EXST MH 1
STA 'L':6+39.10
OFF:16.24' LT.
MH 3
STA 'L':6+42.97
OFF:22.65' RT.
CB 3
CONC INLET, TYPE G-2
STA 'L': 5+73.32
RIM:124.34
SUMP:116.36
IE OUT(SE):119.36 10"
MH 6
STA 'L':7+38.40
OFF:3.92' LT.
MH 5
STA 'L':7+26.54
OFF:13.36' RT.
CB 7
CONC INLET, TYPE G-2
STA 'L': 7+34.68
RIM:125.64
SUMP:118.40
IE OUT(NW):121.40 10"
312 LF, 15" HDPE @ 0.50%
6 LF, 10" HDPE @ 2.00%
65 LF, 15" HDPE @ 0.50%
EXIST 30" RCP @ 14.51%
EX
I
S
T
1
8
"
R
C
P
@
4
.
1
0
%
94 LF, 15" HDPE @ 0.50%
23 LF, 15" HDPE @ 0.50%
14 LF, 10" HDPE @ 2.00%
28 LF, 10" HDPE @ 2.00%
5 LF, 15" HDPE @ 0.50%
21 LF, 15" HDPE @ 0.50%
49 LF, 15" HDPE @ 0.60%21 LF, 10" HDPE @ 2.64%MH 4
STA 'L':6+64.25
OFF:14.84' RT.
AREA DRAIN 1
CONC INLET, TYPE G-2 WITH BEEHIVE GRATE
STA:6+55.69
OFF: 20.83 LT
RIM:124.95
SUMP:116.72
IE OUT(SE):119.72 10"9 LF, 10" HDPE @ 2.00%
CB 6
CONC INLET, TYPE G-2
STA 'L': 6+68.14
RIM:125.16
SUMP:118.15
IE OUT(NW):121.15 10"
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 5+80 TO STA 'L' 11+00
10
C02A
PLAN
SCALE: 1"=20'
N
O
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
5
+
8
0
S
E
E
S
H
E
E
T
C
0
1
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
1
+
0
0
SE
E
S
H
E
E
T
C
0
3
A
LAKEVIEW BLVD
3800
LAKEVIEW
BLVD
3764
LAKEVIEW
BLVD
3750
LAKEVIEW
BLVD
3748
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
CONSTRUCTION NOTES:
REMOVE & REPLACE FIRE HYDRANT
ASSEMBLY (SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST UTILITY &/OR
LIGHT POLE
MAJOR ADJUST MH TO GRADE
(SEE ODOT STD DWG RD360)
MINOR ADJUST MH USING METHOD 'C'
(SEE ODOT STD DWG RD360)
REMOVE & REPLACE WV BOX & LID TO
GRADE
(SEE DETAIL W6-01)
INSTALL 48" DIA MH WITH INSIDE DROP
(SEE DETAILS SD1-01, SD2-01, WW1-02, &
WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, RD339, & RD345)
INSTALL 15" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE CG-30 INLET
WITH 12F SNOUT & OIL DEBRIS STOPS
(SEE DETAILS SD3-01 & SD5-03A)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REPLACE WATER METER BOX AT GRADE
(SEE DETAILS W1-01A)
INSTALL CAST-IN-PLACE TYPE G-2 INLET
WITH 12F SNOUT & OIL DEBRIS STOPS
(SEE DETAILS SD3-01, SD5-01D & SD5-02)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
ADJUST UTILITY MANHOLE (BY OTHERS)
INSTALL WATER QUALITY STRUCTURE,
VAULT NO. 1
(SEE DETAILS ON SHEET D06)
REMOVE EXIST STORM PIPE
PRESERVE & PROTECT EXIST SEWER PIPE
CONSTRUCT 72" DIA MH OVER EXIST
STORM PIPE
(SEE DETAIL SD1-01, SD2-01, & WW2-04, &
ODOT STD DWG RD345)
RELOCATE UTILITY POLE (BY OTHERS)
INSTALL CAST-IN-PLACE TYPE G-2 INLET
WITH 12F SNOUT & OIL DEBRIS STOPS &
18" BEEHIVE OVERFLOW
(SEE DETAILS SD3-01, SD3-01, SD5-01D,
SD5-02, & SD8-01)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
INSTALL 1" WATER SERVICE LATERAL &
ABANDON EXIST WATER SERVICE
LATERAL
(SEE DETAIL W1-01A & ODOT STD DWG
RD300)
MAINTAIN & PROTECT EXIST STORM PIPE
PRESERVE & PROTECT EXIST WATER
METER
CONTRACTOR IS REQUIRED TO FIELD
VERIFY EXISTING MANHOLE SIZE AND PIPE
CLEARANCES BEFORE BEGINNING
CONSTRUCTION
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, & WW2-04)
INSTALL WATER SAMPLING STATION
(SEE DETAIL 1 ON SHEET D07)
FURNISH & INSTALL WATER METER BOX
(SEE DETAIL W1-01A)
INSTALL 3/4" WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT
STD DWG RD300)
4
6
8
9
11
14
15
17
18
19
20
21
24
25
27
28
31
32
33
34
35
38
39
41
42
44
ROW
ROW
ROW
4
6
19
9 21
19
19 19
19
11
3690
LAKEVIEW
BLVD
252525
25
27
17
17
WATER QUALITY STRUCTURE,
VAULT NO. 1
STA 'L' 7+21.01
RIM: (N)126.28, (MID) 126.10, (S) 125.97
IE IN (NE) 113.98 15"
IE OUT (SW) 110.93 15"17
17
17 17
15
15
17
17
27 15
17
18 18
14
20
14
20
28
28
39
24
14
8
WATER QUALITY STRUCTURE, VAULT NO. 1
RIM: (N)126.28, (MID) 126.10, (S) 125.97
24
17
14
17
14
8
3796
LAKEVIEW
BLVD
39
14
17
1517
6
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
31
6
17
15
32
33
33
42
34
34
35
35
35
34
38
35
41
44
SEE DETAILS
ON SHEET D06
EXIST RIM ELEV: 124.73
PROP RIM ELEV: 125.73
ROE
'L' 11+00 'L' 12+00 'L' 13+00 'L' 14+00 'L' 15+00 'L' 16+00
125
130
135
140
145
150
125
130
135
140
145
150
'L'11+00 'L'11+20 'L'11+40 'L'11+60 'L'11+80 'L'12+00 'L'12+20 'L'12+40 'L'12+60 'L'12+80 'L'13+00 'L'13+20 'L'13+40 'L'13+60 'L'13+80 'L'14+00 'L'14+20 'L'14+40 'L'14+60 'L'14+80 'L'15+00 'L'15+20 'L'15+40 'L'15+60 'L'15+80 'L'16+00 'L'16+20
70.00' VC
K=70.04
PVI STA=10+81.00
PVI EL=127.98
PV
T
S
T
A
1
1
+
1
6
.
0
0
EL
=
1
2
7
.
8
1
40.00' VC
K=116.65
PVI STA=13+08.00
PVI EL=128.75
PV
C
S
T
A
1
2
+
8
8
.
0
0
EL
=
1
2
8
.
5
8
PV
T
S
T
A
1
3
+
2
8
.
0
0
EL
=
1
2
8
.
8
5
40.00' VC
K=39.85
PVI STA=13+58.00
PVI EL=129.00
PV
C
S
T
A
1
3
+
3
8
.
0
0
EL
=
1
2
8
.
9
0
PV
T
S
T
A
1
3
+
7
8
.
0
0
EL
=
1
2
8
.
9
0
20.00' VC
K=36.73
PVI STA=14+73.00
PVI EL=129.34
PV
C
S
T
A
1
4
+
6
3
.
0
0
EL
=
1
2
9
.
2
3
PV
T
S
T
A
1
4
+
8
3
.
0
0
EL
=
1
2
9
.
3
9
50.00' VC
K=49.85
PVI STA=11+45.00
PVI EL=127.66
PV
C
S
T
A
1
1
+
2
0
.
0
0
EL
=
1
2
7
.
7
9
PV
T
S
T
A
1
1
+
7
0
.
0
0
EL
=
1
2
7
.
7
9
20.00' VC
K=58.04
PVI STA=12+29.00
PVI EL=128.08
PV
C
S
T
A
1
2
+
1
9
.
0
0
EL
=
1
2
8
.
0
3
PV
T
S
T
A
1
2
+
3
9
.
0
0
EL
=
1
2
8
.
1
7
50.00' VC
K=32.47
PVI STA=14+14.00
PVI EL=128.72
PV
C
S
T
A
1
3
+
8
9
.
0
0
EL
=
1
2
8
.
8
5
PV
T
S
T
A
1
4
+
3
9
.
0
0
EL
=
1
2
8
.
9
8
-0.50%0.50%0.85%0.50%-0.50%1.04%
0.50%
11+00 12+00 13+00 14+00 15+00 16+00 16+2011+20 11+40 11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60 13+80 14+20 14+40 14+60 14+80 15+20 15+40 15+60 15+80
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST
DRIVEWAY
MAINTAIN & PROTECT EXIST
RAILING
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST
MAILBOX
CONSTRUCT LOW-PROFILE
MOUNTABLE CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
CONSTRUCT ASPHALT DRIVEWAY
APPROACH
(SEE DETAIL 5 ON SHEET D03)
CONSTRUCT CONCRETE
SIDEWALK
(SEE ODOT STD DWGS RD720 &
RD722)
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK
AROUND HYDRANT
REMOVE OR PROTECT EXIST
TREES, AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
REMOVE EXIST MAILBOX
INSTALL SINGLE MAILBOX
SUPPORT (BLACK) & STANDARD
MAILBOX (SIZE 1.5)
(SEE ODOT STD DWGS RD100 &
RD101)
REMOVE UNIT PAVERS
REMOVE CONCRETE SURFACING
CONSTRUCT VERTICAL CURB
(SEE DETAIL S2-01)
COMPLETE LANDSCAPING
(SEE SHEET D22 FOR DETAILS)
PLACE AGGREGATE SHOULDER
ROCK
(SEE TYPICAL SECTIONS)
3
4
5
7
12
22
23
27
34
38
39
40
41
44
45
48
PLAN
SCALE: 1"=20'N
O
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
6
+
2
0
SE
E
S
H
E
E
T
C
0
4
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
1
+
0
0
SE
E
S
H
E
E
T
C
0
2
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
PACIFIC & WESTERN RAILROAD
3690
LAKEVIEW
BLVD
3648
LAKEVIEW
BLVD
3620
LAKEVIEW
BLVD
3600
LAKEVIEW
BLVD
3576
LAKEVIEW
BLVD
3548
LAKEVIEW
BLVD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
3 3
3
3
22
3
3 3455
5
7
7
7
1212 2323
34 34
38
4
3
5
3538
LAKEVIEW
BLVD
3 557
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 11+00 TO STA. 'L' 16+20
11
C03
X X
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
VARIES
10'
10'
VARIES
10'
10'
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
-2.00%
'L' LINE & PIVOT POINT
2.00%
40
41
39
45
45
TYP TYP
SEE DETAIL 2
ON SHEET D09
44
44
3530
LAKEVIEW
BLVD
CONTRACTOR TO GRADE
AROUND PROPOSED INLET,
AS NEEDED, TO PROVIDE
POSITIVE DRAINAGE
27
48 48 48
5
5
NOTES:
1. WORK WITH THE INSPECTOR TO
DETERMINE THE CURBLINE LAYOUT OF THE
LANDSCAPING AREA.
SEE NOTE 1
SEE NOTE 1
105
110
115
120
125
130
135
140
105
110
115
120
125
130
135
140
'L'11+00 'L'11+20 'L'11+40 'L'11+60 'L'11+80 'L'12+00 'L'12+20 'L'12+40 'L'12+60 'L'12+80 'L'13+00 'L'13+20 'L'13+40 'L'13+60 'L'13+80 'L'14+00 'L'14+20 'L'14+40 'L'14+60 'L'14+80 'L'15+00 'L'15+20 'L'15+40 'L'15+60 'L'15+80 'L'16+00 'L'16+20
MH 8
STA 'L':11+44.97
RIM:127.61
SUMP:116.54
IE IN(NE):116.64 15"
IE IN(NW):123.57 10"
IE OUT(SW):116.54 15"
193 LF, 15" HDPE @ 0.50%
MH 10
STA 'L':14+05.19
RIM:128.68
SUMP:118.14
IE IN(NE):118.24 15"
IE IN(NW):124.17 10"
IE OUT(SW):118.14 15"
211 LF, 15" HDPE @ 0.50%
MH 11
STA 'L':16+16.21
RIM:129.93
SUMP:119.29
IE IN(NE):119.39 15"
IE IN(NW):125.71 10"
IE OUT(SW):119.29 15"
MH 9
STA 'L':13+38.29
RIM:128.78
SUMP:117.61
IE IN(NE):117.81 15"
IE IN(NW):122.89 10"
IE OUT(SW):117.61 15"
67 LF, 15" HDPE @ 0.50%
CB
CB
CB
CB
CB CB CB
W
W
W
W W
W
G
W
D
D
D
CB
CB
CB
W
W
W
W
W
W
D
CB
W
W
W
G
CB
130
128.0
129.0
128.5
129.5
'L' 11+00 'L' 12+00 'L' 13+00 'L' 14+00 'L' 15+00 'L' 16+00
MH 11
STA 'L':16+16.21
OFF:5.96' LT.
CB 11
CONC INLET, TYPE G
STA 'L': 16+16.29
RIM:129.84
SUMP:122.81
IE IN(NE):125.87 8"
IE OUT(SE):125.81 10"
MH 10
STA 'L':14+05.19
OFF:6.57' LT.
MH 8
STA 'L':11+44.97
OFF:5.63' LT.
CB 9
CONC INLET, TYPE CG-30
STA 'L': 11+44.98
RIM:127.79
SUMP:120.70
IE OUT(SE):123.70 10"193 LF, 15" HDPE @ 0.50%
211 LF, 15" HDPE @ 0.50%6 LF, 10" HDPE @ 2.00%
5 LF, 10" HDPE @ 2.00%5 LF, 10" HDPE @ 2.00%
AREA DRAIN 2
CONC INLET, TYPE G-2 WITH BEEHIVE GRATE
STA:13+38.25
OFF: 19.78 LT
RIM:128.04
SUMP:119.61
IE OUT(SE):122.61 10"
13 LF, 10" HDPE @ -2.08%
MH 9
STA 'L':13+38.29
OFF:6.29' LT.
67 LF, 15" HDPE @ 0.50%
CB 10
CONC INLET, TYPE CG-30
STA 'L': 14+05.23
RIM:128.85
SUMP:121.27
IE OUT(SE):124.27 10"
CB 11A
CONC INLET, TYPE G
STA 'L': 16+19.32
RIM:129.85
SUMP:122.93
IE OUT(SW):125.93 8"
3 LF, 8" HDPE @ 2.00%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 11+00 TO STA 'L' 16+20
12
C03A
PLAN
SCALE: 1"=20'
N
O
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
6
+
2
0
SE
E
S
H
E
E
T
C
0
4
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
1
+
0
0
SE
E
S
H
E
E
T
C
0
2
A
LAKEVIEW BLVD
ROW
ROW
PACIFIC & WESTERN RAILROAD
3690
LAKEVIEW
BLVD
3648
LAKEVIEW
BLVD
3620
LAKEVIEW
BLVD
3600
LAKEVIEW
BLVD
3576
LAKEVIEW
BLVD
3548
LAKEVIEW
BLVD
3530
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST
UTILITY &/OR LIGHT POLE
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, & RD345)
REMOVE & REPLACE WV BOX &
LID TO GRADE
(SEE DETAIL W6-01)
ADJUST BOX (GAS, SCO, ETC.) TO
GRADE
INSTALL 48" DIA MH WITH INSIDE
DROP
(SEE DETAILS SD1-01, SD2-01,
WW1-02, & WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL 15" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE
CG-30 INLET WITH 12F SNOUT &
OIL DEBRIS STOPS
(SEE DETAILS SD3-01 & SD5-03A)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REPLACE WATER METER BOX AT
GRADE
(SEE DETAIL W1-01A)
INSTALL CAST-IN-PLACE TYPE G
INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
REMOVE EXIST STORM PIPE
PLUG EXIST STORM PIPE
INSTALL CAST-IN-PLACE TYPE G-2
INLET WITH 12F SNOUT & OIL
DEBRIS STOPS & 18" BEEHIVE
OVERFLOW
(SEE DETAILS SD3-01, SD3-01,
SD5-01D, SD5-02, & SD8-01)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
INSTALL 1" WATER SERVICE
LATERAL & ABANDON EXIST
WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD
DWG RD300)
PRESERVE & PROTECT EXIST
WATER METER
4
6
10
11
12
14
15
17
18
19
22
23
25
26
32
33
35
12
4
6
6
19
11
23
19
6
19
19
23
19
26
25
25
17
17
15
17
17
15
14
14
18
14
18
14
23
23
25
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
19
22
14
15
14
14
15
32
17
14
17
33
33
33
35 35
35
35
35 35
6
X
X
X
X
(EXIST LOW POINT)
22
10
'L' 17+00 'L' 18+00 'L' 19+00 'L' 20+00
'L' 21+00
125
130
135
140
145
150
125
130
135
140
145
150
'L'16+20 'L'16+40 'L'16+60 'L'16+80 'L'17+00 'L'17+20 'L'17+40 'L'17+60 'L'17+80 'L'18+00 'L'18+20 'L'18+40 'L'18+60 'L'18+80 'L'19+00 'L'19+20 'L'19+40 'L'19+60 'L'19+80 'L'20+00 'L'20+20 'L'20+40 'L'20+60 'L'20+80 'L'21+00 'L'21+20 'L'21+40
30.00' VC
K=26.08
PVI STA=17+88.00
PVI EL=131.51
PV
C
S
T
A
1
7
+
7
3
.
0
0
EL
=
1
3
1
.
2
6
PV
T
S
T
A
1
8
+
0
3
.
0
0
EL
=
1
3
1
.
5
8
30.00' VC
K=26.03
PVI STA=18+33.00
PVI EL=131.73
PV
C
S
T
A
1
8
+
1
8
.
0
0
EL
=
1
3
1
.
6
6
PV
T
S
T
A
1
8
+
4
8
.
0
0
EL
=
1
3
1
.
6
4
20.00' VC
K=19.90
PVI STA=19+48.00
PVI EL=131.41
PV
C
S
T
A
1
9
+
3
8
.
0
0
EL
=
1
3
1
.
3
6
PV
T
S
T
A
1
9
+
5
8
.
0
0
EL
=
1
3
1
.
3
6
50.00' VC
K=209.74
PVI STA=20+90.00
PVI EL=131.82
PV
C
S
T
A
2
0
+
6
5
.
0
0
EL
=
1
3
1
.
6
4
PV
T
S
T
A
2
1
+
1
5
.
0
0
EL
=
1
3
1
.
9
5
50.00' VC
K=43.30
PVI STA=17+35.00
PVI EL=130.64
PV
C
S
T
A
1
7
+
1
0
.
0
0
EL
=
1
3
0
.
5
1
PV
T
S
T
A
1
7
+
6
0
.
0
0
EL
=
1
3
1
.
0
5
40.00' VC
K=34.54
PVI STA=19+11.00
PVI EL=131.23
PV
C
S
T
A
1
8
+
9
1
.
0
0
EL
=
1
3
1
.
3
6
PV
T
S
T
A
1
9
+
3
1
.
0
0
EL
=
1
3
1
.
3
3
40.00' VC
K=32.22
PVI STA=20+00.00
PVI EL=131.15
PV
C
S
T
A
1
9
+
8
0
.
0
0
EL
=
1
3
1
.
2
5
PV
T
S
T
A
2
0
+
2
0
.
0
0
EL
=
1
3
1
.
3
0
1.65%0.50%-0.65%0.51%-0.50%0.74%0.50%
16+20 17+00 18+00 19+00 20+00 21+00 21+4016+40 16+60 16+80 17+20 17+40 17+60 17+80 18+20 18+40 18+60 18+80 19+20 19+40 19+60 19+80 20+20 20+40 20+60 20+80 21+20
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST
DRIVEWAY
MAINTAIN & PROTECT EXIST
RAILING
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST
MAILBOX
CONSTRUCT LOW-PROFILE
MOUNTABLE CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
CONSTRUCT CONCRETE
SIDEWALK
(SEE ODOT STD DWGS RD720 &
RD722)
CONSTRUCT ASPHALT SPEED
CUSHION
(SEE DETAIL 1 ON SHEET D04)
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK
AROUND HYDRANT
REMOVE OR PROTECT EXIST
TREES, AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
REMOVE INFILTRATION BASIN
REPLACE CONCRETE AROUND
WATER METER BOX (CONCRETE
DRIVEWAYS.) WORK WITH
INSPECTOR TO DETERMINE
LIMITS.
(SEE DETAIL 6 ON SHEET D03)
PLACE AGGREGATE SHOULDER
ROCK
(SEE TYPICAL SECTIONS)
3
4
5
7
12
23
25
27
34
42
46
48
PLAN
SCALE: 1"=20'
NO
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
1
6
+
2
0
SE
E
S
H
E
E
T
C
0
3
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
1
+
4
0
SE
E
S
H
E
E
T
C
0
5
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
PACIFIC & WESTERN RAILROAD
3512
LAKEVIEW
BLVD
3466
LAKEVIEW
BLVD
3458
LAKEVIEW
BLVD
3434
LAKEVIEW
BLVD
3406
LAKEVIEW
BLVD
3390
LAKEVIEW
BLVD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
3 3 3 3 3 3 34444 55555577777
12 1223 23
3 5
3358
LAKEVIEW
BLVD
3 5 577
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 16+20 TO STA. 'L' 21+40
13
C04
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
VARIES
10'
10'
VARIES
10'
10'
25
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
-2.00%
'L' LINE & PIVOT POINT
2.00%
42
X
34
TYP
46
27
48
48
34
TYP
110
115
120
125
130
135
140
145
110
115
120
125
130
135
140
145
'L'16+20 'L'16+40 'L'16+60 'L'16+80 'L'17+00 'L'17+20 'L'17+40 'L'17+60 'L'17+80 'L'18+00 'L'18+20 'L'18+40 'L'18+60 'L'18+80 'L'19+00 'L'19+20 'L'19+40 'L'19+60 'L'19+80 'L'20+00 'L'20+20 'L'20+40 'L'20+60 'L'20+80 'L'21+00 'L'21+20 'L'21+40
297 LF, 15" HDPE @ 0.50%
MH 12
STA 'L':19+13.44
RIM:131.16
SUMP:120.88
IE IN(NE):120.98 15"
IE IN(NW):127.47 10"
IE OUT(SW):120.88 15"
83 LF, 15" HDPE @ 0.50%
MH 13
STA 'L':19+96.01
RIM:131.08
SUMP:121.39
IE IN(E):121.49 15"
IE OUT(SW):121.39 15"
IE OUT(N):127.55 10"
208 LF, 15" HDPE @ 0.50%
CB
CB
CB
CB
W
W
W
W
W
W
W
W
D
CB
CB
D
W
W W W
W
W
W
W
W
W
CBCB
13
2
130.0 131
.
0
130.5 131.5 131.5
131.5'L' 17+00 'L' 18+00 'L' 19+00 'L' 20+00
'L' 21+00
MH 12
STA 'L':19+13.44
OFF:6.14' LT.
MH 13
STA 'L':19+96.01
OFF:6.45' LT.
CB 12
CONC INLET, TYPE CG-30
STA 'L': 19+13.55
RIM:131.32
SUMP:124.58
IE OUT(SE):127.58 10"
CB 13
CONC INLET, TYPE G
STA 'L': 19+96.09
RIM:131.00
SUMP:124.49
IE IN(S):127.49 10"
IE IN(E):127.66 8"
297 LF, 15" HDPE @ 0.50%
4 LF, 10" HDPE @ 1.36%
83 LF, 15" HDPE @ 0.50%6 LF, 10" HDPE @ 2.00%
208 LF, 15" HDPE @ 0.50%
CB 13A
CONC INLET, TYPE G
STA 'L': 19+99.13
RIM:131.01
SUMP:127.72
IE OUT(W):127.72 8"
3 LF, 8" HDPE @ 2.00%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 16+20 TO STA 'L' 21+40
14
C04A
PLAN
SCALE: 1"=20'
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
1
6
+
2
0
SE
E
S
H
E
E
T
C
0
3
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
1
+
4
0
SE
E
S
H
E
E
T
C
0
5
A
LAKEVIEW BLVD
ROW
ROW
PACIFIC & WESTERN RAILROAD
3512
LAKEVIEW
BLVD
3466
LAKEVIEW
BLVD
3458
LAKEVIEW
BLVD
3434
LAKEVIEW
BLVD
3406
LAKEVIEW
BLVD
3390
LAKEVIEW
BLVD
3358
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST INLET
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST
UTILITY &/OR LIGHT POLE
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, & RD345)
REMOVE & REPLACE WV BOX &
LID TO GRADE
(SEE DETAIL W6-01)
INSTALL 48" DIA MH WITH INSIDE
DROP
(SEE DETAILS SD1-01, SD2-01,
WW1-02, & WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL 15" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE
CG-30 INLET WITH 12F SNOUT &
OIL DEBRIS STOPS
(SEE DETAILS SD3-01 & SD5-03A)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REPLACE WATER METER BOX AT
GRADE
(SEE DETAILS W1-01A)
INSTALL CAST-IN-PLACE TYPE G
INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
REMOVE EXIST STORM PIPE
INSTALL 1" WATER SERVICE
LATERAL & ABANDON EXIST
WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD
DWG RD300)
PRESERVE & PROTECT EXIST
WATER METER
2
4
6
10
11
14
15
17
18
19
22
23
25
33
35
4 6 6
6
61911
19
191923231919 1923
2
25
25 6
15
15
17
17
17
17
17
14
18
22
14
14
14
17
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
33
33
33 3335353535
35 35
X
X
35
22
10
X
E
'L' 22+00 'L' 23+00
'L' 24+00
'L' 25+00 'L' 26+00
125
130
135
140
145
150
125
130
135
140
145
150
'L'21+40 'L'21+60 'L'21+80 'L'22+00 'L'22+20 'L'22+40 'L'22+60 'L'22+80 'L'23+00 'L'23+20 'L'23+40 'L'23+60 'L'23+80 'L'24+00 'L'24+20 'L'24+40 'L'24+60 'L'24+80 'L'25+00 'L'25+20 'L'25+40 'L'25+60 'L'25+80 'L'26+00 'L'26+20 'L'26+40 'L'26+60
50.00' VC
K=38.50
PVI STA=24+62.00
PVI EL=133.96
PV
C
S
T
A
2
4
+
3
7
.
0
0
EL
=
1
3
3
.
8
0
PV
T
S
T
A
2
4
+
8
7
.
0
0
EL
=
1
3
3
.
8
0
70.00' VC
K=20.30
PVI STA=22+53.44
PVI EL=134.36
PV
C
S
T
A
2
2
+
1
8
.
4
4
EL
=
1
3
3
.
3
8
PV
T
S
T
A
2
2
+
8
8
.
4
4
EL
=
1
3
4
.
1
3
50.00' VC
K=38.34
PVI STA=23+87.94
PVI EL=133.48
PV
C
S
T
A
2
3
+
6
2
.
9
4
EL
=
1
3
3
.
6
4
PV
T
S
T
A
2
4
+
1
2
.
9
4
EL
=
1
3
3
.
6
4
70.00' VC
K=55.93
PVI STA=25+87.03
PVI EL=133.15
PV
C
S
T
A
2
5
+
5
2
.
0
3
EL
=
1
3
3
.
3
7
PV
T
S
T
A
2
6
+
2
2
.
0
3
EL
=
1
3
3
.
3
6
68.85' VC
K=27.21
PVI STA=21+82.42
PVI EL=132.29
PV
C
S
T
A
2
1
+
4
8
.
0
0
EL
=
1
3
2
.
1
1
PV
T
S
T
A
2
2
+
1
6
.
8
5
EL
=
1
3
3
.
3
3
-0.65%0.65%-0.65%3.03%
21+40 22+00 23+00 24+00 25+00 26+00 26+6021+60 21+80 22+20 22+40 22+60 22+80 23+20 23+40 23+60 23+80 24+20 24+40 24+60 24+80 25+20 25+40 25+60 25+80 26+20 26+40
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
-1.00%
-2.00%
-3.00%
26+83.70
EF
S
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
Runout
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST
DRIVEWAY
MAINTAIN & PROTECT EXIST RAILING
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST MAILBOX
CONSTRUCT LOW-PROFILE
MOUNTABLE CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
CONSTRUCT END OF WALK CURB
RAMP
(SEE ODOT STD DWGS RD904 &
RD950)
CONSTRUCT CONCRETE SIDEWALK
(SEE ODOT STD DWGS RD720 &
RD722)
CONSTRUCT ASPHALT SPEED
CUSHION
(SEE DETAIL 1 ON SHEET D04)
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK AROUND
HYDRANT
REMOVE OR PROTECT EXIST TREES,
AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
REMOVE ASPHALT AND/OR
CONCRETE SURFACING
CONSTRUCT VERTICAL CURB
(SEE DETAIL S2-01)
COMPLETE LANDSCAPING
(SEE SHEET D22 FOR DETAILS)
PLACE AGGREGATE SHOULDER
ROCK
(SEE TYPICAL SECTIONS)
3
4
5
7
12
14
23
25
27
34
41
44
45
48
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
6
+
6
0
SE
E
S
H
E
E
T
C
0
6
PROFILE
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
2
1
+
4
0
S
E
E
S
H
E
E
T
C
0
4
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
3328
LAKEVIEW
BLVD
3270
LAKEVIEW
BLVD
3258
LAKEVIEW
BLVD
3232
LAKEVIEW
BLVD
3214
LAKEVIEW
BLVD
3168
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
3 3 3
3
3 34555
5
5 57
7
7 7
12
12
23
23
4 77
5
PLAN
SCALE: 1"=20'
ROW
3142
LAKEVIEW
BLVD
4
14
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 21+40 TO STA. 'L' 26+60
15
C05
X X
34 34
ROW
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
VARIES
10'
10'
VARIES
10'
10'
LT. EP
RT. EP
25
SUPERELEVATION DIAGRAM
-2.00%
'L' LINE & PIVOT POINT
2.00%
3
SEE DETAIL 2
ON SHEET D21
34
X
34
3
44
45
XX
3124
LAKEVIEW
BLVD
3
PROPERTY UNDER
CONSTRUCTION. CONTRACTOR
TO WORK WITH INSPECTOR TO
DETERMINE PAVING LIMITS.
TYPTYPTYP
TYP
44
41
27
27
48
NOTES:
1. WORK WITH THE INSPECTOR TO
DETERMINE THE CURBLINE LIMIT OF THE
LANDSCAPING AREA.
SEE NOTE 1
110
115
120
125
130
135
140
145
110
115
120
125
130
135
140
145
'L'21+40 'L'21+60 'L'21+80 'L'22+00 'L'22+20 'L'22+40 'L'22+60 'L'22+80 'L'23+00 'L'23+20 'L'23+40 'L'23+60 'L'23+80 'L'24+00 'L'24+20 'L'24+40 'L'24+60 'L'24+80 'L'25+00 'L'25+20 'L'25+40 'L'25+60 'L'25+80 'L'26+00 'L'26+20 'L'26+40 'L'26+60
MH 14
STA 'L':22+03.89
RIM:132.81
SUMP:122.53
IE IN(E):122.65 15"
IE OUT(W):122.53 15"
184 LF, 15" HDPE @ 0.50%
MH 15
STA 'L':23+88.01
RIM:133.43
SUMP:123.57
IE IN(N):129.69 10"
IE IN(E):123.71 15"
IE OUT(W):123.57 15"
200 LF, 15" HDPE @ 0.50%
MH 16
STA 'L':25+88.32
RIM:133.14
SUMP:124.71
IE IN(E):124.91 15"
IE IN(N):128.95 10"
IE OUT(W):124.71 15"
CB
CB
CB
W
W W
W W
W W
W
W
W
E
D
D
D
CB
CB
W
W
W W W
W
W W
W W
W
W
CB
13
4
133
.
0
134.
0
134
.
0
134.0134.0
132
.
5
133.5133.5
133.5
133.
5
133
.
5
'L' 22+00 'L' 23+00
'L' 24+00
'L' 25+00 'L' 26+00
MH 15
STA 'L':23+88.01
OFF:6.59' LT.
CB 14
CONC INLET, TYPE G
STA 'L': 23+88.02
RIM:133.35
SUMP:126.79
IE IN(E):130.62 8"
IE OUT(S):129.79 10"
MH 16
STA 'L':25+88.32
OFF:6.04' LT.
CB 15
CONC INLET, TYPE CG-30
STA 'L': 25+88.32
RIM:133.30
SUMP:126.07
IE OUT(S):129.07 10"
MH 14
STA 'L':22+03.89
OFF:7.71' LT.
184 LF, 15" HDPE @ 0.50%200 LF, 15" HDPE @ 0.50%
4 LF, 10" HDPE @ 2.42%
6 LF, 10" HDPE @ 2.00%
CB 14A
CONC INLET, TYPE G
STA 'L': 23+91.19
RIM:133.35
SUMP:130.63
IE OUT(W):130.63 8"
3 LF, 8" HDPE @ 0.56%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 21+40 TO STA 'L' 26+60
16
C05A
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
6
+
6
0
SE
E
S
H
E
E
T
C
0
6
A
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
2
1
+
4
0
S
E
E
S
H
E
E
T
C
0
4
A
LAKEVIEW BLVD
ROW
ROW
3328
LAKEVIEW
BLVD
3270
LAKEVIEW
BLVD
3258
LAKEVIEW
BLVD
3232
LAKEVIEW
BLVD
3214
LAKEVIEW
BLVD
3168
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
PLAN
SCALE: 1"=20'
ROW
3142
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST BOX
(GAS, SCO, ETC.)
MAINTAIN & PROTECT EXIST
UTILITY &/OR LIGHT POLE
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, & RD345)
REMOVE & REPLACE WV BOX &
LID TO GRADE
(SEE DETAIL W6-01)
INSTALL 48" DIA MH WITH INSIDE
DROP
(SEE DETAILS SD1-01, SD2-01,
WW1-02, & WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL 15" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE
CG-30 INLET WITH 12F SNOUT &
OIL DEBRIS STOPS
(SEE DETAILS SD3-01 & SD5-03A)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REPLACE WATER METER BOX AT
GRADE
(SEE DETAILS W1-01A)
INSTALL CAST-IN-PLACE TYPE G
INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
REMOVE EXIST STORM PIPE
PLUG EXIST STORM PIPE
RELOCATE UTILITY POLE (BY
OTHERS)
INSTALL 1" WATER SERVICE
LATERAL & ABANDON EXIST
WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD
DWG RD300)
PRESERVE & PROTECT EXIST
WATER METER
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, &
WW2-04)
4
5
6
10
11
14
15
17
18
19
22
23
25
26
31
33
35
39
6
19 19 4 11 19 5 23
23 2319 19 19 19 411
26
25
25
6 6
31
17
15
17
15
17
17
39
22
14
1814
39 14 14
3124
LAKEVIEW
BLVD
25
25
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE 33
33 3335 35
35
35
35
35 35
X
22
X
X
10
RO
E
RO
E
RO
E
RO
E
'L' 27+00 'L' 28+00
'L' 29+00
'L' 30
+
0
0
'L'
3
1
+
0
0
'L'
3
2
+
0
0
STA 'L' 27+35.32, 9.47' RT.
STA 'L' 27+35.52, 10.45' LT.
130
135
140
145
150
155
130
135
140
145
150
155
'L'26+60 'L'26+80 'L'27+00 'L'27+20 'L'27+40 'L'27+60 'L'27+80 'L'28+00 'L'28+20 'L'28+40 'L'28+60 'L'28+80 'L'29+00 'L'29+20 'L'29+40 'L'29+60 'L'29+80 'L'30+00 'L'30+20 'L'30+40 'L'30+60 'L'30+80 'L'31+00 'L'31+20 'L'31+40 'L'31+60
100.00' VC
K=90.68
PVI STA=27+64.08
PVI EL=134.21
PV
C
S
T
A
2
7
+
1
4
.
0
8
EL
=
1
3
3
.
9
1
PV
T
S
T
A
2
8
+
1
4
.
0
8
EL
=
1
3
3
.
9
6
80.00' VC
K=80.00
PVI STA=31+63.93
PVI EL=137.10
PV
C
S
T
A
3
1
+
2
3
.
9
3
EL
=
1
3
6
.
9
0
50.00' VC
K=66.33
PVI STA=29+39.93
PVI EL=135.31
PV
C
S
T
A
2
9
+
1
4
.
9
3
EL
=
1
3
4
.
7
9
PV
T
S
T
A
2
9
+
6
4
.
9
3
EL
=
1
3
5
.
6
5
50.00' VC
K=59.09
PVI STA=30+19.34
PVI EL=136.38
PV
C
S
T
A
2
9
+
9
4
.
3
4
EL
=
1
3
6
.
0
4
PV
T
S
T
A
3
0
+
4
4
.
3
4
EL
=
1
3
6
.
5
1
80.00' VC
K=30.77
PVI STA=28+63.93
PVI EL=133.72
PV
C
S
T
A
2
8
+
2
3
.
9
3
EL
=
1
3
3
.
9
2
PV
T
S
T
A
2
9
+
0
3
.
9
3
EL
=
1
3
4
.
5
6
2.10%
0.60%-0.50%
1.35%
0.50%
28+26.63
EN
C
28+61.63
LC
28+95.75
RC
29+19.63
BF
S
30+28.63
EF
S
30+52.51
RC
30+86.63
LC
31+21.63
BN
C
31+34.88
EN
C
26+60 27+00 28+00 29+00 30+00 31+20 31+60
Runout Runoff RunoutRunoff Runout
26+80 27+20 27+40 27+60 27+80 28+20 28+40 28+60 28+80 29+20 29+40 29+60 29+80 30+20 30+40 30+60 30+80 31+40 31+60
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
27+34.70
BN
C
Runoff
27+09.20
LC
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
Runoff
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST DRIVEWAY
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST MAILBOX
CONSTRUCT CURB AND GUTTER
(SEE DETAIL 1 ON SHEET D01)
CONSTRUCT MODIFIED CONCRETE CURB
& GUTTER
(SEE DETAIL 2 ON SHEET D01)
CONSTRUCT LOW-PROFILE MOUNTABLE
CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
CONSTRUCT ASPHALT DRIVEWAY
APPROACH
(SEE DETAIL 5 ON SHEET D03)
INSTALL W-BEAM TYPE 2A GUARDRAIL
WITH 8' STEEL POSTS, E=0'
(SEE ODOT STD DWGS RD400, RD402,
RD404, RD406, RD407, RD416, RD419, &
RD481)
CONSTRUCT CONCRETE DRIVEWAY
APPROACH. MATCH EXIST CONCRETE
SURFACING.
(SEE DETAIL 6 ON SHEET D03)
INSTALL TYPE C GUARDRAIL END PIECE
AND TYPE 1 ANCHOR
(SEE ODOT STD DWGS RD417, & RD450)
CONSTRUCT TRANSITION FROM
LOW-PROFILE MOUNTABLE CURB &
GUTTER TO MODIFIED CURB & GUTTER
(SEE DET 2 ON SHEET D02)
REMOVE OR PROTECT EXIST TREES, AS
SHOWN
(SEE EC SHEETS FOR TREE PROTECTION
AND/OR REMOVALS)
REMOVE EXIST GUARDRAIL
REPLACE MONUMENT ON GUARDRAIL
POST (BY OTHERS)
REMOVE ASPHALT AND/OR CONCRETE
SURFACING
INSTALL NON-FLARED, TEST LEVEL 2,
W=1', GUARDRAIL TERMINAL
(SEE ODOT STD DWG RD420)
REMOVE & REINSTALL BRICK PAVERS TO
FINISHED GRADE. WORK WITH THE
INSPECTOR TO DETERMINE LIMITS.
PLACE AGGREGATE SHOULDER ROCK
(SEE TYPICAL SECTIONS)
3
5
7
10
11
12
22
24
26
29
32
34
35
36
41
43
47
48
PLAN
SCALE: 1"=20'
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
6
+
6
0
SE
E
S
H
E
E
T
C
0
5
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
3
1
+
6
0
SE
E
S
H
E
E
T
C
0
7
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
3124
LAKEVIEW
BLVD
3072
LAKEVIEW
BLVD
3050
LAKEVIEW
BLVD
GOODIN EASEMENT
3012
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
3
37 10
12
24 24
5
ROW
ROW
2950
LAKEVIEW
BLVD
2983
LAKEVIEW
BLVD
7
10
10
7 26
26
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 26+60 TO STA. 'L' 31+60
17
C06
3
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
10'
10'
9'
9'
9'
9'
43
29
43
29
5
7
22
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
2.00%
-2.00%
'L' LINE & PIVOT POINT
10
-2.00%
RT. EP
LT. EP
SEE DETAIL 1
ON SHEET D10
SEE DETAIL 2
ON SHEET D10
SEE DETAIL 1
ON SHEET D12
32
34
36
47 35
35
11
26
SEE DETAIL 1
ON SHEET D11
PROPERTY UNDER
CONSTRUCTION.
CONTRACTOR TO
WORK WITH
INSPECTOR TO
DETERMINE
PAVING LIMITS.
TYP
41
26
11
10
10
11
10
11
11
11
102988
LAKEVIEW
BLVD
48
48
48
48 48
VARIES
115
120
125
130
135
140
145
150
115
120
125
130
135
140
145
150
'L'26+60 'L'26+80 'L'27+00 'L'27+20 'L'27+40 'L'27+60 'L'27+80 'L'28+00 'L'28+20 'L'28+40 'L'28+60 'L'28+80 'L'29+00 'L'29+20 'L'29+40 'L'29+60 'L'29+80 'L'30+00 'L'30+20 'L'30+40 'L'30+60 'L'30+80 'L'31+00 'L'31+20 'L'31+40 'L'31+60
147 LF, 15" HDPE @ 0.50%
MH 17
STA 'L':27+35.61
RIM:133.85
SUMP:125.65
IE IN(E):125.85 15"
IE IN(S):127.29 10"
IE OUT(W):125.65 15"
92 LF, 15" HDPE @ 0.50%
MH 18
STA 'L':28+27.52
RIM:133.81
SUMP:126.31
IE IN(N):128.71 10"
IE IN(SE):126.68 10"
IE IN(E):126.51 12"
IE OUT(W):126.31 15"
67 LF, 12" HDPE @ 0.50%
MH 19
STA 'L':28+94.37
RIM:134.43
SUMP:126.84
IE IN(E):127.04 12"
IE OUT(W):126.84 12"
94 LF, 12" HDPE @ 0.82%
MH 20
STA 'L':29+87.00
RIM:136.08
SUMP:127.81
IE IN(S):130.31 10"
IE IN(E):127.91 12"
IE OUT(W):127.81 12"
36 LF, 12" HDPE @ 0.50%
MH 21
STA 'L':30+22.20
RIM:136.51
SUMP:128.09
IE IN(SE):128.29 12"
IE OUT(W):128.09 12"
37 LF, 12" HDPE @ 0.50%
MH 22
STA 'L':30+55.61
RIM:136.42
SUMP:128.47
IE IN(E):128.67 12"
IE OUT(NW):128.47 12"
148 LF, 12" HDPE @ 0.50%
EXIST
SS LAT
EXIST
SS MH
EXIST
SS
EXIST
SS MH
EXIST
SS
EXIST
WATER EXIST
WATER
EXIST
SS EXIST
SS
EXIST
WATER
EXIST
WATER
EXIST
WATER
CB
CB CB
W
W
W
W
W
W
W
G
W
D
D
D
CB
CB
CB
CB
D
CB
W
D
D
S
S
D
W
W
W
W
W
G
W
W
CB
CB
CB
CB
CB
13
4
134.0 13
4
.
0
1
3
5
.
0
1
3
6
.
0
1
3
4
.
5
1
3
5
.
5
13
6
.
5
136
'L' 27+00 'L' 28+00
'L' 29+00
'L' 30
+
0
0
'L'
3
1
+
0
0
'L'
3
2
+
0
0
MH 20
STA 'L':29+87.00
OFF:6.49' LT.
CB 19
CONC INLET, TYPE G
STA 'L': 29+87.00
RIM:135.77
SUMP:127.59
IE IN(E):130.75 8"
IE OUT(N):130.59 10"
MH 19
STA 'L':28+94.37
OFF:6.44' LT.
CB 18
CONC INLET, TYPE G
STA 'L': 28+39.27
RIM:133.69
SUMP:124.04
IE IN(E):127.21 8"
IE OUT(NW):127.04 10"
MH 17
STA 'L':27+35.61
OFF:8.54' LT.
CB 16
CONC INLET, TYPE G
STA 'L': 27+35.74
RIM:133.82
SUMP:124.64
IE IN(E):127.80 8"
IE OUT(N):127.64 10"
MH 18
STA 'L':28+27.52
OFF:4.89' LT.
CB 17
CONC INLET, TYPE G
STA 'L': 28+27.52
RIM:133.66
SUMP:125.80
IE IN(E):128.86 8"
IE OUT(S):128.80 10"
MH 22
STA 'L':30+55.61
OFF:6.86' RT.
MH 21
STA 'L':30+22.20
OFF:7.61' LT.
147 LF, 15" HDPE @ 0.50%
36 LF, 12" HDPE @ 0.50%
18 LF, 10" HDPE @ 2.00%
5 LF, 10" HDPE @ 1.71%
15 LF, 10" HDPE @ 1.81%
92 LF, 15" HDPE @ 0.50%
18 LF, 10" HDPE @ 1.91%
148 LF, 12" HDPE @ 0.50%
37 LF, 12" HDPE @ 0.50%
67 LF, 12" HDPE @ 0.50%94 LF, 12" HDPE @ 0.82%
CB 16A
CONC INLET, TYPE G
STA 'L': 27+38.89
RIM:133.83
SUMP:124.87
IE OUT(W):127.87 8"
CB 18A
CONC INLET, TYPE G
STA 'L': 28+42.34
RIM:133.69
SUMP:124.27
IE OUT(W):127.27 8"
CB 19A
CONC INLET, TYPE G
STA 'L': 29+90.45
RIM:135.81
SUMP:127.82
IE OUT(W):130.82 8"
CB 17A
CONC INLET, TYPE G
STA 'L': 28+30.73
RIM:133.67
SUMP:128.93
IE OUT(W):128.93 8"
3 LF, 8" HDPE @ 2.00%
3 LF, 8" HDPE @ 2.00%
3 LF, 8" HDPE @ 2.00%
3 LF, 8" HDPE @ 2.00%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 26+60 TO STA 'L' 31+60
18
C06A
PLAN
SCALE: 1"=20'
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
2
6
+
6
0
SE
E
S
H
E
E
T
C
0
5
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
3
1
+
6
0
SE
E
S
H
E
E
T
C
0
7
A
LAKEVIEW BLVD
ROW
ROW
3124
LAKEVIEW
BLVD
3072
LAKEVIEW
BLVD GOODIN EASEMENT
3012
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
ROW
2988
LAKEVIEW
BLVD
2950
LAKEVIEW
BLVD
2983
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST INLET
(SEE DETAIL E1-01)
MAINTAIN & PROTECT EXIST UTILITY &/OR
LIGHT POLE
MINOR ADJUST MH USING METHOD 'C'
(SEE ODOT STD DWG RD360)
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, & RD345)
ADJUST BOX (GAS, SCO, ETC.) TO GRADE
INSTALL 48" DIA MH WITH INSIDE DROP
(SEE DETAILS SD1-01, SD2-01, WW1-02, &
WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, RD339, & RD345)
INSTALL 12" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, RD339, & RD345)
INSTALL 15" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302,
RD336, RD339, & RD345)
REPLACE WATER METER BOX AT GRADE
(SEE DETAIL W1-01A)
INSTALL CAST-IN-PLACE TYPE G INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
PRESERVE & PROTECT EXIST SEWER PIPE
INSTALL 1" WATER SERVICE LATERAL &
ABANDON EXIST WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD DWG
RD300)
PRESERVE & PROTECT EXIST WATER
METER
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, & WW2-04)
2
6
9
10
12
14
15
16
17
19
22
27
33
35
39
19
19
12
6
9
6
9
6
19
19
19
6
2
2 27
27
17
17 16
17
17
16
15
16
16
15
16
16
39
14
22
39
14
22
22
15
14
22
14
14
39
39
16
16
16
39
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
39
15
16
14
33
33
33
35
35
35
35
27
19
33
35
22
3050
LAKEVIEW
BLVD
22 22
22
10
10
10
10
ROE
ROE
ROE
ROE ROE
ROE
ROE
ROE
'L' 32+00 'L' 33+00
'L' 34+00
'L' 35
+
0
0
'L' 3
6
+
0
0
STA 'L' 32+07.50, 9.00' RT.
STA 'L' 35+21.13, 9.00' LT.
135
140
145
150
155
160
135
140
145
150
155
160
'L'31+60 'L'31+80 'L'32+00 'L'32+20 'L'32+40 'L'32+60 'L'32+80 'L'33+00 'L'33+20 'L'33+40 'L'33+60 'L'33+80 'L'34+00 'L'34+20 'L'34+40 'L'34+60 'L'34+80 'L'35+00 'L'35+20 'L'35+40 'L'35+60 'L'35+80 'L'36+00 'L'36+20 'L'36+40
-0.50%
-0.70%
1.79%
0.50%
40.00' VC
K=33.34
PVI STA=35+83.01
PVI EL=139.27
PV
C
S
T
A
3
5
+
6
3
.
0
1
EL
=
1
3
9
.
1
7
PV
T
S
T
A
3
6
+
0
3
.
0
1
EL
=
1
3
9
.
1
3
50.00' VC
K=38.76
PVI STA=34+17.93
PVI EL=138.44
PV
C
S
T
A
3
3
+
9
2
.
9
3
EL
=
1
3
8
.
0
0
PV
T
S
T
A
3
4
+
4
2
.
9
3
EL
=
1
3
8
.
5
7
80.00' VC
K=80.00
PVI STA=31+63.93
PVI EL=137.10
PV
T
S
T
A
3
2
+
0
3
.
9
3
EL
=
1
3
6
.
9
0
100.00' VC
K=43.67
PVI STA=33+03.93
PVI EL=136.40
PV
C
S
T
A
3
2
+
5
3
.
9
3
EL
=
1
3
6
.
6
5
PV
T
S
T
A
3
3
+
5
3
.
9
3
EL
=
1
3
7
.
3
0
32+05.88
LC
32+66.49
RC
32+76.88
BF
S
31+60 32+00 33+00 34+00 35+00 36+00 36+40
Runout Runoff
31+80 32+20 32+40 32+60 32+80 33+20 33+40 33+60 33+80 34+20 34+40 34+60 34+80 35+20 35+40 35+60 35+80 36+20
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST DRIVEWAY
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST MAILBOX
CONSTRUCT CONCRETE CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01)
CONSTRUCT MODIFIED CURB, & GUTTER
(SEE DETAIL 2 ON SHEET D01 )
CONSTRUCT ASPHALT DRIVEWAY APPROACH
(SEE DETAIL 5 ON SHEET D03)
CONSTRUCT CONCRETE DRIVEWAY APPROACH.
MATCH EXIST CONCRETE SURFACING.
(SEE DETAIL 6 ON SHEET D03)
PLACE 3' X 3' X 2" OF 3/4"-0 AGGREGATE BASE
ROCK AROUND HYDRANT
REMOVE & DISPOSE OF THE FALLEN ROCK
DEBRIS. WORK WITH INSPECTOR TO
DETERMINE LIMITS.
CONSTRUCT TRANSITION FROM STANDARD
CURB & GUTTER TO MODIFIED CURB & GUTTER
(SEE DETAIL 3 ON SHEET D02)
REMOVE OR PROTECT EXIST TREES, AS SHOWN
(SEE EC SHEETS FOR TREE PROTECTION
AND/OR REMOVALS)
REMOVE ASPHALT AND/OR CONCRETE
SURFACING
PLACE AGGREGATE SHOULDER ROCK
(SEE TYPICAL SECTIONS)
3
5
7
10
11
22
26
27
28
33
34
41
48
PLAN
SCALE: 1"=20'
NO
R
T
H
S
E
E
S
H
E
E
T
C
0
8
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
3
6
+
4
0
PROFILE
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
3
1
+
6
0
SE
E
S
H
E
E
T
C
0
6
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
2936
LAKEVIEW
BLVD
2896
LAKEVIEW
BLVD
2858
LAKEVIEW
BLVD
2943
LAKEVIEW
BLVD
2903
LAKEVIEW
BLVD
2851
LAKEVIEW
BLVD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
3 26
26
3 3
5 5
5 5 5 5
5
5
5
777
11
3
26
26
3
5
5
5
26
26
2850
LAKEVIEW
BLVD
ROW
ROW
2808
LAKEVIEW
BLVD
2812
LAKEVIEW
BLVD
5
5
7
10
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 31+60 TO STA. 'L' 36+40
19
C07
11
34
SEE DETAIL 2
ON SHEET D13
SEE DETAIL 2
ON SHEET D12
SEE DETAIL 1
ON SHEET D13
7
26
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
9'
9'
9'
9'
22
22
22
2222
22 22
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
2.00%
-2.00%
34
'L' LINE & PIVOT POINT
2926
LAKEVIEW
BLVD
2910
LAKEVIEW
BLVD
SEE DETAIL 1
ON SHEET D12
SEE DETAIL 1
ON SHEET D15
SEE DETAIL 2
ON SHEET D15
SEE DETAIL 2
ON SHEET D16
SEE DETAIL 1
ON SHEET D17
SEE DETAIL 1
ON SHEET D16
SEE DETAIL 2
ON SHEET D14
SEE DETAIL 1
ON SHEET D14
33
BRUSH REMOVAL.
WORK WITH INSPECTOR
TO DETERMINE LIMITS
41
X
34
5
TYP
TYP
TYP
28
26
CONTRACTOR TO GRADE
BEHIND CURB AS NECESSARY
TO MAINTAIN DRAINAGE USING
SHOULDER ROCK.
111010
11 10
11
27
48
48
48
22
7
115
120
125
130
135
140
145
150
120
125
130
135
140
145
150
155
120
125
130
135
140
145
150
155
'L'31+60 'L'31+80 'L'32+00 'L'32+20 'L'32+40 'L'32+60 'L'32+80 'L'33+00 'L'33+20 'L'33+40 'L'33+60 'L'33+80 'L'34+00 'L'34+20 'L'34+40 'L'34+60 'L'34+80 'L'35+00 'L'35+20 'L'35+40 'L'35+60 'L'35+80 'L'36+00 'L'36+20 'L'36+40
EXIST
4" SS
MH 23
STA 'L':32+03.73
RIM:136.89
SUMP:129.41
IE IN(S):131.28 10"
IE IN(E):129.61 12"
IE OUT(W):129.41 12"
72 LF, 12" HDPE @ 0.50%
MH 24
STA 'L':32+75.77
RIM:136.68
SUMP:129.97
IE IN(E):130.17 12"
IE IN(N):130.34 10"
IE OUT(W):129.97 12"
95 LF, 12" HDPE @ 0.50%
MH 25
STA 'L':33+70.00
RIM:137.67
SUMP:130.64
IE IN(E):130.84 12"
IE IN(N):131.70 10"
IE OUT(W):130.64 12"
60 LF, 12" HDPE @ 0.50%
MH 26
STA 'L':34+30.05
RIM:138.59
SUMP:131.14
IE IN(E):131.34 12"
IE OUT(W):131.14 12"
102 LF, 12" HDPE @ 0.50%
MH 27
STA 'L':35+31.05
RIM:139.13
SUMP:131.85
IE IN(NE):132.05 12"
IE OUT(W):131.85 12"
37 LF, 12" HDPE @ 0.50%
MH 28
STA 'L':35+66.31
RIM:139.12
SUMP:132.23
IE IN(NE):132.43 12"
IE OUT(SW):132.23 12"
89 LF, 12" HDPE @ 0.50%
EXIST
SS LAT
EXIST
SS LAT
EXIST
SS LAT
EXIST
SS LAT
EXIST
SS LAT
EXIST
SS
EXIST
SS MH
EXIST
SS
EXIST
SS MH
EXIST
WATER
EXIST
WATER
EXIST
WATER
EXIST
WATER
EXIST
WATER
EXIST
WATER
CBW
W
W
W
W
W
W
W
W
W
W W
W
W
D
D
D
D
D
CB
CB
CB
CB
D
D
W W
S
S
W W
W
W
W
W
W W
W
W
W
W
W
CB
CB
13
8
137
.
0
138
.
0
139
.
0
136.5
137
.
5
138.
5
'L' 32+00 'L' 33+00
'L' 34+00
'L' 35
+
0
0
'L' 3
6
+
0
0
MH 27
STA 'L':35+31.05
OFF:5.96' RT.
MH 28
STA 'L':35+66.31
OFF:3.29' LT.
IE OUT(S):133.18 10"
MH 26
STA 'L':34+30.05
OFF:5.21' RT.
CB 22
CONC INLET, TYPE CG-30
STA 'L': 33+70.00
RIM:137.54
SUMP:129.00
IE OUT(S):132.00 10"
MH 25
STA 'L':33+70.00
OFF:4.00' RT.
MH 23
STA 'L':32+03.73
OFF:4.01' RT.
CB 21
CONC INLET, TYPE CG-30
STA:32+75.77
OFF: 11.44 LT
RIM:136.57
SUMP:127.65
IE OUT(S):130.65 10"
60 LF, 12" HDPE @ 0.50%
102 LF, 12" HDPE @ 0.50%
89 LF, 12" HDPE @ 0.50%
16 LF, 10" HDPE @ 2.00%15 LF, 10" HDPE @ 2.00%
95 LF, 12" HDPE @ 0.50%
72 LF, 12" HDPE @ 0.50%
37 LF, 12" HDPE @ 0.50%
5 LF, 10" HDPE @ 2.08%
CB 20
CONC INLET, TYPE G
STA 'L': 32+03.79
RIM:136.87
SUMP:128.38
IE IN(W):131.55 8"
IE OUT(N):131.38 10"
MH 24
STA 'L':32+75.77
OFF:4.19' RT.
CB 20A
CONC INLET, TYPE G
STA 'L': 32+00.61
RIM:136.87
SUMP:128.62
IE OUT(E):131.62 8"
3 LF, 8" HDPE @ 2.00%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 31+60 TO STA 'L' 36+40
20
C07A
PLAN
SCALE: 1"=20'
NO
R
T
H
S
E
E
S
H
E
E
T
C
0
8
A
M
A
T
C
H
L
I
N
E
S
T
A
'
L
'
3
6
+
4
0
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
3
1
+
6
0
SE
E
S
H
E
E
T
C
0
6
A
LAKE
V
I
E
W
B
L
V
D
ROW
ROW
2936 LAKEVIEW BLVD
2926
LAKEVIEW
BLVD
2910
LAKEVIEW
BLVD
2896
LAKEVIEW
BLVD
2858
LAKEVIEW
BLVD
2943
LAKEVIEW
BLVD
2903
LAKEVIEW
BLVD
2851
LAKEVIEW
BLVD
2850
LAKEVIEW
BLVD
ROW
ROW
2808
LAKEVIEW
BLVD
2812
LAKEVIEW
BLVD
4 11 19 19 6 9
19
19 19
6
19
6
9
6
6
23
27
27
27
19
19
27
19
19
27
16
16
1616
16 16
16
16
15
16
15
15
16
39
39
39
18
39
18
39
22
39
39
39 39
39 39
39
16
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
16
33
33
33
33
33
35
35 35
35
33
35
35
CONSTRUCTION NOTES:
REMOVE & REPLACE FIRE HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST UTILITY AND/OR LIGHT
POLE.
MINOR ADJUST MH USING METHOD 'C'.
(SEE STD DWG RD360).
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300, RD302, RD336, & RD345)
REMOVE & REPLACE WV CAN & LID TO GRADE
(SEE DETAIL W6-01)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWG RD300, RD302, RD339, & RD345)
INSTALL 12" HDPE STORM PIPE
(SEE ODOT STD DWG RD300, RD302, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE CG-30 INLET WITH 12F
SNOUT & OIL DEBRIS STOPS
(SEE DETAILS SD3-01 & SD5-03A)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REPLACE WATER METER BOX AT GRADE
(SEE DETAIL W1-01A)
INSTALL CAST-IN-PLACE TYPE G INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
PRESERVE & PROTECT EXIST SEWER PIPE
INSTALL 1" WATER SERVICE LATERAL & ABANDON
EXIST WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD DWG RD300)
PRESERVE & PROTECT EXIST WATER METER
REMOVE & RELOCATE WATER METER. PLACE NEW
METER BOX
(SEE DETAIL W1-01A)
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, & WW2-04)
4
6
9
10
11
15
16
18
19
22
23
27
33
35
36
39
33
36
22
X
10
ROE
ROE
'
L
'
3
6
+
0
0
'L'
3
7
+
0
0
'L' 38+00
'L' 39+00
'L' 40
+
0
0
'L' 41+00
'S
'
0
+
0
0
STA 'L' 37+80.00, 12.09' RT.
STA 'L' 37+80.00, 10.00' LT.
STA 'L' 40+65.00, 11.17' RT.
STA 'L' 40+65.00, 9.17' LT.
STA 'L' 38+93.13, 10.00' LT.
STA 'L' 36+52.13, 8.94' LT.
135
140
145
150
155
160
'L'36+40
135
140
145
150
155
160
165
'L'36+40 'L'36+60 'L'36+80 'L'37+00 'L'37+20 'L'37+40 'L'37+60 'L'37+80 'L'38+00 'L'38+20 'L'38+40 'L'38+60 'L'38+80 'L'39+00 'L'39+20 'L'39+40 'L'39+60 'L'39+80 'L'40+00 'L'40+20 'L'40+40 'L'40+60
100.00' VC
K=12.35
PVI STA=39+27.28
PVI EL=159.57
PV
C
S
T
A
3
8
+
7
7
.
3
9
EL
=
1
5
4
.
8
0
PV
T
S
T
A
3
9
+
7
7
.
3
9
EL
=
1
6
0
.
2
9
PVI STA=40+77.47
PVI EL=161.75
PV
C
S
T
A
4
0
+
3
9
.
9
7
EL
=
1
6
1
.
2
0
100.00' VC
K=9.76
PVI STA=37+05.76
PVI EL=138.41
PV
C
S
T
A
3
6
+
5
5
.
7
6
EL
=
1
3
8
.
7
6
PV
T
S
T
A
3
7
+
5
5
.
7
6
EL
=
1
4
3
.
1
9
1.45%
9.55%
39+06.87
EF
S
39+37.66
RC
39+71.87
LC
40+06.87
BN
C
/
36+40 37+00 38+00 39+00 40+00 41+00 41+60
RunoutRunoff
36+60 36+80 37+20 37+40 37+60 37+80 38+20 38+40 38+60 38+80 39+20 39+40 39+60 39+80 40+20 40+40 40+60 40+80 41+20 41+40
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
-4.00%-4.00%
-5.00%-5.00%
-6.00%-6.00%
40+33.87
Runout Runoff
EN
C
LC
BN
C
40+65.00
135
140
145
150
155
160
165
'L'40+60 'L'40+80 'L'41+00 'L'41+20 'L'41+40 'L'41+60
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST
DRIVEWAY
MAINTAIN & PROTECT EXIST WALL
MAINTAIN & PROTECT EXIST
GUARDRAIL
MAINTAIN & PROTECT EXIST MAILBOX
CONSTRUCT CONCRETE CURB &
GUTTER
(SEE DETAIL 1 ON SHEET D01 )
CONSTRUCT ASPHALT DRIVEWAY
OVERLAY TRANSITION
(SEE DETAIL 3 ON SHEET D03)
CONSTRUCT ASPHALT DRIVEWAY
APPROACH
(SEE DETAIL 5 ON SHEET D03)
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK AROUND
HYDRANT
CONSTRUCT TRANSITION FROM
STANDARD CURB & GUTTER TO CURB
END
(SEE ODOT STD DWG RD700)
REMOVE OR PROTECT EXIST TREES,
AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
PLACE AGGREGATE SHOULDER ROCK
(SEE TYPICAL SECTIONS)
3
5
6
7
10
13
22
27
28
34
48
PLAN
SCALE: 1"=20'
N
O
R
T
H
SEE
S
H
E
E
T
C
0
7
MAT
C
H
L
I
N
E
S
T
A
'
L
'
3
6
+
4
0
PROFILE
SE
E
S
H
E
E
T
C
0
9
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
4
1
+
6
0
LAKEV
I
E
W
B
L
V
D
S
U
M
M
I
T
D
R
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
2738
SUMMIT
DR
2796
LAKEVIEW
BLVD
2711
LAKEVIEW
BLVD
FG AT ROADWAY C/L
EG AT ROADWAY C/L
5
5
10
3
15847
SPRINGBROOK
CT
15821
SPRINGBROOK
CT
2757
LAKEVIEW
BLVD
5
3
7
ROW
ROW
15815
SPRINGBROOK
CT
15773
SPRINGBROOK
CT
2701
LAKEVIEW
BLVD
5
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 36+40 TO STA. 'L' 41+60
21
C08
3
3
'L' LINE
"S" LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
9'
VARIES
10'
10'
VARIES
VARIES13
13
'L' STA 37+28.26 =
"S" STA 0+00.00
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
2.00%
-2.00%
SAWCUT LINE
13
'L' LINE & PIVOT POINT
622
SEE SHEET C10 FOR
SUMMIT DRIVE STREET
PLAN & PROFILE
SEE DETAIL 2
ON SHEET D17
SEE DETAIL 1
ON SHEET D18
SEE DETAIL 2
ON SHEET D18
34
22
22
3
3X
34
X
34
MATCH EXIST
STA. 'L' 40+65.00
ELEV = 161.36
2751
SUMMIT
DR
TYP TYP
TYP
9'
10.17' LT.
27
48
48
48
MATCH EXIST
MATCH EXIST
9.00' LT.
28
125
130
135
140
145
150
155
160
165
'L'36+40 'L'36+60 'L'36+80 'L'37+00 'L'37+20 'L'37+40 'L'37+60 'L'37+80 'L'38+00 'L'38+20 'L'38+40 'L'38+60 'L'38+80 'L'39+00 'L'39+20 'L'39+40 'L'39+60 'L'39+80 'L'40+00 'L'40+20 'L'40+40 'L'40+60
73 LF, 12" HDPE @ 0.50%
MH 30
STA 'L':37+30.71
RIM:140.99
SUMP:133.44
IE IN(N):134.93 8"
IE OUT(SW):133.44 12"
51 LF, 8
"
H
D
P
E
@
7
.
0
0
%
MH 29
STA 'L':36+55.46
RIM:138.74
SUMP:132.87
IE IN(N):133.00 10"
IE IN(NE):133.07 12"
IE OUT(SW):132.87 12"
EXIST
SS LAT
EXIST
SS LAT
EXIST
SS LAT
71 LF, 8" HDPE @ 7.43%
CB 25
CONC INLET, TYPE G
STA 'L': 38+59.47
RIM:152.85
SUMP:141.00
IE IN(N):144.17 8"
IE OUT(S):144.00 8"
EXIST
SS MH
EXIST
SS
EXIST
SS MH
CB 24
STA 'L':37+83.29
RIM:145.56
SUMP:135.50
IE IN(N):138.67 8"
IE OUT(S):138.50 8"
EXIST
SS
EXIST
SS
CB 24A
STA 'L':37+86.06
RIM:145.83
SUMP:135.70
IE IN(N):138.70 8"
IE OUT(S):138.70 8"
CB 25A
STA 'L':38+62.29
RIM:153.11
SUMP:141.22
IE OUT(S):144.22 8"
CB
C
B
CB
W
W
W
W
W
W W W
W
W
G
D
CB
D
CB
CB
W
W
S
S
W
W
W
W
W
W
WWW
G
C
B
CB
CB
15
6
1
5
8
1
4
0
15
0
1
4
2
1
4
4
1
4
6
1
4
8
15
2
15
4
139.0
140
.
0
141
.
0
14
2
.
0
14
3
.
0
14
4
.
0
14
5
.
0
14
6
.
0
14
7
.
0
14
8
.
0
14
9
.
0
15
0
.
0
15
1
.
0
15
2
.
0
15
3
.
0
15
4
.
0
15
5
.
0
15
6
.
0
15
7
.
0
15
8
.
0
15
9
.
0
16
0
.
0
1
6
0
.
0
1
6
1
.
0
1
6
1
.
0
1
5
9
.
5
1
6
0
.
5
160
'
L
'
3
6
+
0
0
'L'
3
7
+
0
0
'L' 38+00
'L' 39+00
'L' 40
+
0
0
'L' 41+00
'S' 0+00
'
S
'
1
+
0
0
CB 25
CONC INLET, TYPE G
STA 'L': 38+59.47
RIM:152.85
SUMP:141.00
IE IN(N):144.17 8"
IE OUT(S):144.00 8"
CB 24
CONC INLET, TYPE G
STA 'L': 37+83.29
RIM:145.56
SUMP:135.50
IE IN(N):138.67 8"
IE OUT(S):138.50 8"
MH 30
STA 'L':37+30.71
OFF:6.48' LT.
MH 29
STA 'L':36+55.46
OFF:0.98' LT.
CB 23
CONC INLET, TYPE G
STA 'L': 36+59.41
RIM:138.55
SUMP:130.18
IE IN(NE):133.21 8"
IE OUT(S):133.18 10"
9 LF, 10" HDPE @ 2.00%
73 LF, 12" HDPE @ 0.50%
51 LF, 8" HDPE @ 7.00%
71 LF, 8" HDPE @ 7.43%
132
.
0
133
.
0
134.
0
135.0
136.0
137.0
138.0
139.
0
140
.
0
14
1
.
0
1
4
2
.
0
CB 23A
CONC INLET, TYPE G
STA 'L': 36+62.56
RIM:138.55
SUMP:133.28
IE OUT(SW):133.28 8"
CB 24A
CONC INLET, TYPE G
STA 'L': 37+86.06
RIM:145.83
SUMP:135.70
IE IN(N):138.70 8"
IE OUT(S):138.70 8"
CB 25A
CONC INLET, TYPE G
STA 'L': 38+62.29
RIM:153.11
SUMP:141.22
IE OUT(S):144.22 8"
3 LF, 8" HDPE @ 2.18%
3 LF, 8" HDPE @ 1.08%
3 LF, 8" HDPE @ 2.00%
125
130
135
140
145
150
155
160
165
'L'40+60 'L'40+80 'L'41+00 'L'41+20 'L'41+40 'L'41+60
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
FG AT ROADWAY C/L
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILITIES PLAN & PROFILE
STA 'L' 36+40 TO STA 'L' 41+60
22
C08A
PLAN
SCALE: 1"=20'
N
O
R
T
H
SEE
S
H
E
E
T
C
0
7
A
MAT
C
H
L
I
N
E
S
T
A
'
L
'
3
6
+
4
0
SE
E
S
H
E
E
T
C
0
9
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
4
1
+
6
0
LAKEVIEW
B
L
V
D
ROW
2738
SUMMIT
DR
2796
LAKEVIEW
BLVD
2711 LAKEVIEW BLVD
2751
SUMMIT
DR
15847
SPRINGBROOK
CT
15821
SPRINGBROOK
CT
2757 LAKEVIEW BLVD
ROW
ROW
15815
SPRINGBROOK
CT
15773
SPRINGBROOK
CT
2701
LAKEVIEW
BLVD
CONSTRUCTION NOTES:
MAINTAIN & PROTECT EXIST WV
BOX & LID
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST
UTILITY &/OR LIGHT POLE
MINOR ADJUST MH USING
METHOD 'C'
(SEE ODOT STD DWG RD360)
INSTALL 8" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, & RD345)
REMOVE & REPLACE WV BOX &
LID TO GRADE
(SEE DETAIL W6-01)
INSTALL 48" DIA MH WITH INSIDE
DROP
(SEE DETAILS SD1-01, SD2-01,
WW1-02, & WW2-04)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL 12" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
REPLACE WATER METER BOX AT
GRADE
(SEE DETAIL W1-01A)
INSTALL CAST-IN-PLACE TYPE G
INLET
(SEE DETAILS SD5-01D & SD5-02)
36” MINIMUM SUMP
REMOVE EXIST INLET
REMOVE EXIST STORM PIPE
PRESERVE & PROTECT EXIST
SEWER PIPE
INSTALL 1" WATER SERVICE
LATERAL & ABANDON EXIST
WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD
DWG RD300)
PRESERVE & PROTECT EXIST
WATER METER
INSTALL 48" DIA MH
(SEE DETAILS SD1-01, SD2-01, &
WW2-04)
3
4
6
9
10
11
14
15
16
19
22
23
25
27
33
35
39
19
19
23
9
23
11
6 1919
9
6
19
6
4
3
27
27
27
27
27
15
10
10
22
39
22
39
39
39
16
10
25
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
16
13
25
33
33
33
33
10
35
35
35
35
SEE SHEET C10A
FOR SUMMIT DR.
DRAINAGE &
UTILITIES
S
U
M
M
I
T
D
R
X
X
33
35
22
13
22
22
22
10
10
10
13
13
D
D
'L'
4
2
+
0
0
'L'
4
3
+
0
0
'L' 44+
0
0
'L' 45+00
'L' 46
+
0
0
'L' 46
+
4
0
STA 'L' 45+98.07, 13.02' LT.
STA 'L' 45+98.07, 11.96' RT.
145
150
155
160
165
170
175
145
150
155
160
165
170
175
'L'41+60 'L'41+80 'L'42+00 'L'42+20 'L'42+40 'L'42+60 'L'42+80 'L'43+00 'L'43+20 'L'43+40 'L'43+60 'L'43+80 'L'44+00 'L'44+20 'L'44+40 'L'44+60 'L'44+80 'L'45+00 'L'45+20 'L'45+40 'L'45+60 'L'45+80 'L'46+00 'L'46+20 'L'46+40
41+60 42+00 43+00 44+00 45+00 46+00 46+40'41+80 42+20 42+40 42+60 42+80 43+20 43+40 43+60 43+80 44+20 44+40 44+60 44+80 45+20 45+40 45+60 45+80 46+20
-1.00%
-2.00%
-3.00%
0 00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
1.00%
2.00%
3.00%
0.00%
-1.00%
-2.00%
-3.00%
'L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L''L'
-4.00%
-5.00%
-6.00%
-4.00%
-5.00%
-6.00%
-4.00%
-5.00%
-6.00%
-7.00%-7.00%
4.00%
5.00%
6.00%
4.00%
5.00%
6.00%
CONSTRUCTION NOTES:
MATCH EXIST
MAINTAIN & PROTECT EXIST
CURB AND/OR GUTTER
MAINTAIN & PROTECT EXIST
GUARDRAIL
CONCRETE RAILROAD PANELS TO
BE INSTALLED BY OTHERS
(SEE DETAILS ON D08)
PROTECT RAILROAD CROSSING
APPURTENANCES
PLACE 3' X 3' X 2" OF 3/4"-0
AGGREGATE BASE ROCK
AROUND HYDRANT
REMOVE OR PROTECT EXIST
TREES, AS SHOWN
(SEE EC SHEETS FOR TREE
PROTECTION AND/OR REMOVALS)
CONSTRUCT VERTICAL CURB
(SEE DETAIL S2-01)
1
2
6
8
17
27
34
44
PLAN
SCALE: 1"=20'
NO
R
T
H
PROFILE
SE
E
S
H
E
E
T
C
0
8
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
41
+
6
0
LAK
E
V
I
E
W
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EG AT ROADWAY C/L
IR
O
N
M
O
U
N
T
A
I
N
B
L
V
D
U
P
P
E
R
D
R
ROW
ROW
ROW
15761
SPRINGBROOK
CT
PACIFIC & WESTERN RAILROAD
2750 IRON
MOUNTAIN
BLVD
TRACT A
PACIFIC &
WESTERN
RAILROAD
15944
FIR GROVE
CT
15911
FIR GROVE
CT
15885
FIR GROVE
CT
1
1
2
8
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'L' 41+60 TO STA. 'L' 46+60
23
C09
15.5" PAVEMENT REPAIR
(SEE DETAIL 2 ON SHEET D03)
16'
14'
13'
41'
8'
8'
228'
41'
209'
42'
'L' LINE
SCALE: 1"=20' HORIZ. 1"=5' VERT.
VARIES
VARIES
VARIES
VARIES
PAVING LIMITS
LT. EP
RT. EP
6
SUPERELEVATION DIAGRAM
MATCH EXIST
'L' LINE & PIVOT POINT'L' LINE & PIVOT POINT
44
17
17
X
34
X
34
END PAVING
STA. 'L' 45+98.07
ELEV = 149.59
STA. 43+78.42
ELEV = 152.96
STA. 43+97.71
ELEV = 152.72
RAILROAD
CROSSING
TYPTYP
15773
SPRINGBROOK
CT
27
17
140
145
150
155
160
165
170
175
140
145
150
155
160
165
170
175
'L'41+60 'L'41+80 'L'42+00 'L'42+20 'L'42+40 'L'42+60 'L'42+80 'L'43+00 'L'43+20 'L'43+40 'L'43+60 'L'43+80 'L'44+00 'L'44+20 'L'44+40 'L'44+60 'L'44+80 'L'45+00 'L'45+20 'L'45+40 'L'45+60 'L'45+80 'L'46+00 'L'46+20 'L'46+40
CB 31
STA 'L':43+85.87
RIM:153.04
SUMP:147.48
IE OUT(N):150.48 10"
EXIST. INFILTRATION TRENCH
STA 'L':44+33.27
RIM:152.24
SUMP:150.24
IE IN(S):150.24 10"
IE OUT(N):150.24 4"
47 LF, 10" HDPE @ 0.50%
34 LF, 4" EXIST TRENCH DRAIN WITH PERFORATED PIPE @ 1.50%
CB
CB
CB
D
D
W
W
W
E
C
CB
W
W
1
5
6
158
15
9
.
5
1
5
0
1
5
2
1
5
4
1
5
0
.
0
1
5
1
.
0
1
5
2
.
0
153.
0
153
.
0
15
3
.
0
1
5
4
.
0
1
5
5
.
0
1
5
6
.
0
1
5
7
.
0
1
5
8
.
0
1
5
0
.
5
1
5
1
.
5
1
5
2
.
5
152.5
1
5
2
.
5
1
5
3
.
5
1
5
4
.
5
1
5
5
.
5
1
5
6
.
5
1
5
7
.
5
15
8
.
5
'L' 46
+
4
0
'L'
4
2
+
0
0
'L'
4
3
+
0
0
'L' 44+
0
0
'L' 45+00
'L' 46
+
0
0
47 LF, 10" HDPE @ 0.50%
CB 31
CONC INLET, TYPE G-2
STA 'L': 43+85.87
RIM:153.04
SUMP:147.48
IE OUT(N):150.48 10"
34 LF, 4" EXIST TRENCH DRAIN WITH PERFORATED PIPE @ 1.50%
PROFILE
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EG AT ROADWAY C/L
EAM
EAM
KDU
DRAINAGE,
UTILTIIES PLAN & PROFILE
STA 'L' 41+60 TO STA 'L' 46+40
24
C09A
PLAN
SCALE: 1"=20'
NO
R
T
H
SE
E
S
H
E
E
T
C
0
8
A
MA
T
C
H
L
I
N
E
S
T
A
'
L
'
41
+
6
0
LA
K
E
V
I
E
W
B
L
V
D
IR
O
N
M
O
U
N
T
A
I
N
BL
V
D
U
P
P
E
R
D
R
ROW
ROW
15761
SPRINGBROOK
CT PACIFIC & WESTERN RAILROAD
2750 IRON
MOUNTAIN
BLVD
TRACT A
PACIFIC & WESTERN RAILROAD 15944
FIR GROVE
CT
15911
FIR GROVE
CT
15885
FIR GROVE
CT
CONSTRUCTION NOTES:
MAINTAIN AND PROTECT EXIST
INLET
MAINTAIN & PROTECT EXIST WV
BOX & LID
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
MAINTAIN & PROTECT EXIST BOX
(GAS, SCO, ETC )
MAINTAIN & PROTECT EXIST
UTILITY &/OR LIGHT POLE
REMOVE & REPLACE WV BOX &
LID TO GRADE
(SEE DETAIL W6-01)
INSTALL 10" HDPE STORM PIPE
(SEE ODOT STD DWGS RD300,
RD302, RD336, RD339, & RD345)
INSTALL CAST-IN-PLACE TYPE G-2
INLET WITH 12F SNOUT & OIL
DEBRIS STOPS
(SEE DETAILS SD3-01, SD5-01D &
SD5-02)
36” MINIMUM SUMP
(SEE DETAIL SD3-01)
REMOVE EXIST MANHOLE &
INSTALL CONTROL VALVE VAULT
(SEE DETAIL 2 ON SHEET D07)
PRESERVE AND PROTECT EXIST
INFILTRATION DITCH. CONNECT
NEW HDPE STORM PIPE.
PRESERVE & PROTECT EXIST
TRENCH DRAIN
2
3
4
5
6
11
15
20
37
40
43
ROW
6
5
6
40
11
3
4
6
20
15
SCALE: 1"=20' HORIZ. 1"=5' VERT.
'L' LINE
20
40
43
43
15773
SPRINGBROOK
CT
15
37
2
130
135
140
145
150
155
130
135
140
145
150
155
'S'0+00 'S'0+20 'S'0+40 'S'0+60 'S'0+80 'S'1+00 'S'1+20 'S'1+40 'S'1+60 'S'1+80 'S'2+00'S'2+00
2.00%
-2
0
.
0
0
%
-9.5
0
%
9.50' VC
K=0.43
PVI STA=0+15.89
PVI EL=141.23
PV
C
S
T
A
0
+
1
1
.
1
4
EL
=
1
4
1
.
1
4
PV
T
S
T
A
0
+
2
0
.
6
4
EL
=
1
4
0
.
2
8
22.00' VC
K=2.09
PVI STA=0+42.67
PVI EL=135.88
PV
C
S
T
A
0
+
3
1
.
6
7
EL
=
1
3
8
.
0
8
PV
T
S
T
A
0
+
5
3
.
6
7
EL
=
1
3
4
.
8
3
0+00 0+20 0+40 0+60 0+80
-2.00%
-1.00%
0.00%
-3.00%
-4.00%
-5.00%
-6.00%
-2.00%
-1.00%
0.00%
-3.00%
-4.00%
-5.00%
-6.00%
5.00%
6.00%
7.00%
4.00%
3.00%
2.00%
1.00%
8.00%
5.00%
6.00%
7.00%
4.00%
3.00%
2.00%
1.00%
8.00%
1+00'S''S''S''S''S''S'2+001+20 1+40 1+60 1+80 'S''S''S''S''S'
'L'
3
6
+
0
0
'L
'
3
7
+
0
0
'L
'
3
8
+
0
0
'S'
0
+
0
0
'S'
1
+
0
0
'S'
2
+
0
0
'S'
2
+
0
0
STA 'S' 0+90.03, 11.00' LT.
STA 'S' 0+90.03, 11.00' RT.
STA 'S' 0+47.05, 20.04' RT.
STA 'S' 0+33.12, 29.22' RT.
STA 'L' 37+80.00, 12.09' RT.
STA 'L' 37+80.00, 10.00' LT.
STA 'L' 36+52.13, 8.94' LT.
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
STREET PLAN & PROFILE
STA. 'S' 0+00 TO STA. 'S' 2+00
25
C10
PROFILE
FG AT ROADWAY C/L
EG AT ROADWAY C/L
SCALE: 1"=20' HORIZ. 1"=5' VERT.
MATCH EXIST
STA. 0+90.03
EL = 131.37
'L' STA 37+28.26 =
'S' STA 0+00.00
LT. EP
RT. EP
SUPERELEVATION DIAGRAM
'S' LINE & PIVOT POINT
PLAN
SCALE: 1"=20'NORTH
LAK
E
V
I
E
W
B
L
V
D
SUM
M
I
T
D
R
2738
SUMMIT
DR
2796
LAKEVIEW
BLVD
2751
SUMMIT
DR
'S' LINE
'L' STA 37+28.26 =
'S' STA 0+00.00
'L' LINE
CONSTRUCTION NOTES:
MATCH EXIST
MAINTAIN AND PROTECT EXIST
GUTTER AND/OR CURB
MAINTAIN & PROTECT EXIST MAILBOX
MAINTAIN AND PROTECT EXIST STAIRS
AND HANDRAIL
CONSTRUCT ASPHALT BERM
(SEE DETAIL 4 ON SHEET D01)
CONSTRUCT ASPHALT DRIVEWAY
APPROACH
(SEE DETAIL 5 ON SHEET D03)
1
2
7
9
18
22
1
22
SEE SHEET C08
FOR LAKEVIEW
BLVD STREET
PLAN & PROFILE
ROW
ROW
ROW
22
18
2
9
7
'L' STA 36+52.13,
9.00 LT.
125
130
135
140
145
125
130
135
140
145
'L'0+00 'L'0+20 'L'0+40 'L'0+60 'L'0+80 'L'1+00 'L'1+20 'L'1+40 'L'1+60 'L'1+80 'L'2+00'L'2+00
CB
CB
CB
CB
W
W
W
W
W
G
D
CB
D
CB
W
S
W
W
W
W
G
CB
CB
140
150
142
144
146
148
13
9
.
0
1
4
0
.
0
1
4
1
.
0
14
2
.
0
143
.
0
144.
0
145.
0
146.
0
147.
0
148.
0
149.
0
150.
0
151.0
'L'
3
6
+
0
0
'L
'
3
7
+
0
0
'L
'
3
8
+
0
0
'S'
2
+
0
0
'S' 0+00
'S'
1
+
0
0
'S'
2
+
0
0
1
3
2
.
0
1
3
3
.
0
1
3
4
.
0
1
3
5
.
0
1
3
6
.
0
13
7
.
0
13
8
.
0
13
9
.
0
14
0
.
0
141
.
0
142.
0
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-UTIL
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
DRAINAGE,
UTILTIIES PLAN & PROFILE
STA. 'S' 0+00 TO STA. 'S' 2+00
26
C10A
PROFILE
FG AT ROADWAY C/L
EG AT ROADWAY C/L
SCALE: 1"=20' HORIZ. 1"=5' VERT.
MATCH EXIST
STA. 0+90.03
EL = 131.28
'L' STA 37+28.26 =
'S' STA 0+00.00
CONSTRUCTION NOTES:
MAINTAIN AND PROTECT EXIST
INLET
MAINTAIN & PROTECT EXIST WV
BOX & LID
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY
(SEE DETAIL W4-01)
ADJUST BOX (GAS, SCO, ETC.) TO
GRADE
REPLACE WATER METER BOX AT
GRADE
(SEE DETAIL W1-01A)
REMOVE EXIST STORM PIPE
INSTALL 1" WATER SERVICE
LATERAL & ABANDON EXIST
WATER SERVICE LATERAL
(SEE DETAIL W1-01A & ODOT STD
DWG RD300)
PRESERVE & PROTECT EXIST
WATER METER
2
3
4
12
19
25
33
35
12
2
34
2
PLAN
SCALE: 1"=20'NORTH
LAK
E
V
I
E
W
B
L
V
D
SUM
M
I
T
D
R
2738
SUMMIT
DR
2796
LAKEVIEW
BLVD
2751
SUMMIT
DR
'S' LINE
'L' STA 37+28.26 =
'S' STA 0+00.00
'L' LINE
19
33
35
SEE SHEET C08A
FOR LAKEVIEW
BLVD DRAINAGE
& UTILITIES
25
C/L
STA 'L' 3+00
120
121
122
123
124
125
126
127
128
129
130
120
121
122
123
124
125
126
127
128
129
130
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 4+00
121
122
123
124
125
126
127
128
129
130
131
121
122
123
124
125
126
127
128
129
130
131
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 5+00
120
121
122
123
124
125
126
127
128
129
130
120
121
122
123
124
125
126
127
128
129
130
0 10 20 300102030
-2.00%-2.00%
C/L
STA 'L' 6+00
120
121
122
123
124
125
126
127
128
129
130
120
121
122
123
124
125
126
127
128
129
130
0 10 20 30 400102030
-2.00%2.00%
C/L
STA 'L' 7+00
124
125
126
127
128
129
130
131
132
133
134
124
125
126
127
128
129
130
131
132
133
134
0 10 20 30 40 500102030
-2.00%2.00%
C/L
STA 'L' 8+00
122
123
124
125
126
127
128
129
130
131
132
122
123
124
125
126
127
128
129
130
131
132
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 9+00
124
125
126
127
128
129
130
131
132
133
134
124
125
126
127
128
129
130
131
132
133
134
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 10+00
124
125
126
127
128
129
130
131
132
133
134
124
125
126
127
128
129
130
131
132
133
134
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 13+00
124
125
126
127
128
129
130
131
132
133
124
125
126
127
128
129
130
131
132
133
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 14+00
126
127
128
129
130
131
132
133
134
135
126
127
128
129
130
131
132
133
134
135
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 11+00
124
125
126
127
128
129
130
131
132
133
124
125
126
127
128
129
130
131
132
133
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 12+00
124
125
126
127
128
129
130
131
132
133
124
125
126
127
128
129
130
131
132
133
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 18+00
128
129
130
131
132
133
134
135
136
137
128
129
130
131
132
133
134
135
136
137
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 17+00
128
129
130
131
132
133
134
135
136
137
128
129
130
131
132
133
134
135
136
137
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 15+00
126
127
128
129
130
131
132
133
134
135
126
127
128
129
130
131
132
133
134
135
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 16+00
126
127
128
129
130
131
132
133
134
135
126
127
128
129
130
131
132
133
134
135
0 10 20 300102030
-2.00%2.00%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY CROSS SECTIONS
STA 'L' 3+00 TO STA 'L' 18+00
27
C11
EG
FG
2:1
EG
FG 2:1
EG
FG
EG
FG
2:1
FG
2:1 EG
FG
2:1
EG
FG2:1
EG FG
2:1
EG
FG
2:1
EG FG2:1 EG
FG2:1
EG
FG2:1
EG
FG2:1
EG FG
2:1
EG
FG
2:1
EG
FG2:1
EG
SCALE: 1" = 10' HORIZ. 1"=3.33' VERT.
DRIVEWAY
DRIVEWAY
C/L
STA 'L' 21+00
130
131
132
133
134
135
136
137
138
130
131
132
133
134
135
136
137
138
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 19+00
128
129
130
131
132
133
134
135
136
128
129
130
131
132
133
134
135
136
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 20+00
128
129
130
131
132
133
134
135
136
128
129
130
131
132
133
134
135
136
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 22+00
130
131
132
133
134
135
136
137
138
130
131
132
133
134
135
136
137
138
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 25+00
130
131
132
133
134
135
136
137
138
130
131
132
133
134
135
136
137
138
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 23+00
132
133
134
135
136
137
138
139
140
132
133
134
135
136
137
138
139
140
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 24+00
130
131
132
133
134
135
136
137
138
130
131
132
133
134
135
136
137
138
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 26+00
130
131
132
133
134
135
136
137
138
130
131
132
133
134
135
136
137
138
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 27+00
130
131
132
133
134
135
136
137
138
139
140
130
131
132
133
134
135
136
137
138
139
140
0 10 20 300102030
-2.00%0.48%
C/L
STA 'L' 28+00
130
131
132
133
134
135
136
137
138
139
140
130
131
132
133
134
135
136
137
138
139
140
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 30+00
130
131
132
133
134
135
136
137
138
139
140
130
131
132
133
134
135
136
137
138
139
140
0 10 20 300102030
2.00%-2.00%
C/L
STA 'L' 31+00
134
135
136
137
138
139
140
141
142
143
144
134
135
136
137
138
139
140
141
142
143
144
0 10 20 300102030
-1.10%2.00%
C/L
STA 'L' 32+00
134
135
136
137
138
139
140
141
142
143
144
134
135
136
137
138
139
140
141
142
143
144
0 10 20 300102030
-2.00%-0.40%
C/L
STA 'L' 33+00
134
135
136
137
138
139
140
141
142
143
144
134
135
136
137
138
139
140
141
142
143
144
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 34+00
134
135
136
137
138
139
140
141
142
143
144
134
135
136
137
138
139
140
141
142
143
144
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 29+00
128
129
130
131
132
133
134
135
136
137
138
128
129
130
131
132
133
134
135
136
137
138
0 10 20 300102030
1.15%-2.00%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY CROSS SECTIONS
STA 'L' 19+00 TO STA 'L' 34+00
28
C12
FG
2:1
EG
FG
EG
FG
2:1
EG FG
2:1
EG
FG
2:1
EG
FG
2:1
EG
FG2:1
EG
FG
2:1
EG
FG
2:1
EG FG
2:1
EG
2:1
FG2:1
EG
2:1
FG
EG
FG EG FG
2:1
EG
FG
2:1
EG
FG
2:1
EG
2:1
2:1
SCALE: 1" = 10' HORIZ. 1"=3.33' VERT.
LOCALIZED GRADING
AT 2926 LAKEVIEW
BLVD. (SEE SHEET D13
FOR DETAILS)
50:1
50:1
DRIVEWAYDRIVEWAY
DRIVEWAY
C/L
STA 'L' 39+00
152
153
154
155
156
157
158
159
160
161
162
163
164
152
153
154
155
156
157
158
159
160
161
162
163
164
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 38+00
143
144
145
146
147
148
149
150
151
152
153
154
155
143
144
145
146
147
148
149
150
151
152
153
154
155
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 40+00
158
159
160
161
162
163
164
165
166
167
168
169
170
158
159
160
161
162
163
164
165
166
167
168
169
170
0 10 20 300102030
-2.00%-1.75%
C/L
STA 'L' 41+00
156
157
158
159
160
161
162
163
164
165
166
167
168
156
157
158
159
160
161
162
163
164
165
166
167
168
0 10 20 300102030
-2.00%-2.00%
C/L
STA 'L' 42+00
153
154
155
156
157
158
159
160
161
162
163
164
165
153
154
155
156
157
158
159
160
161
162
163
164
165
0 10 20 300102030
-2.40%-2.39%
C/L
STA 'L' 43+00
147
148
149
150
151
152
153
154
155
156
157
158
159
147
148
149
150
151
152
153
154
155
156
157
158
159
0 10 20 300102030
-6.28%
5.24%
C/L
STA 'L' 44+00
148
149
150
151
152
153
154
155
156
157
158
159
160
148
149
150
151
152
153
154
155
156
157
158
159
160
0 10 20 300102030
-0.59%-2.36%
C/L
STA 'L' 45+00
151
152
153
154
155
156
157
158
159
160
161
162
163
151
152
153
154
155
156
157
158
159
160
161
162
163
0 10 20 300102030
-2.14%-1.20%
C/L
STA 'L' 35+00
137
138
139
140
141
142
143
144
145
146
147
148
149
137
138
139
140
141
142
143
144
145
146
147
148
149
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 36+00
137
138
139
140
141
142
143
144
145
146
147
148
149
137
138
139
140
141
142
143
144
145
146
147
148
149
0 10 20 300102030
-2.00%2.00%
C/L
STA 'L' 37+00
137
138
139
140
141
142
143
144
145
146
147
148
149
137
138
139
140
141
142
143
144
145
146
147
148
149
0 10 20 300102030
-2.00%2.00%
C/L
STA 'S' 0+40
134
135
136
137
138
139
140
141
142
134
135
136
137
138
139
140
141
142
0 10 20 300102030
7.47%
-2.45%
C/L
STA 'S' 0+80
128
129
130
131
132
133
134
135
136
128
129
130
131
132
133
134
135
136
0 10 20 300102030
-0.86%-2.09%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-C-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY CROSS SECTIONS
STA 'L' 35+00 TO STA 'L' 45+00
29
C13
FG
EG
FG
EG
2:1
FG
2:1
EG
2:1
FG
EG
FG
EG
FG
EG
FG EG
FG EG
FG EG FG
EG
FG
EG2:1
FG
EG
FG
EG
SCALE: 1" = 10' HORIZ. 1"=3.33' VERT.
2:1
2:1
50:1
50:1
50:150:1
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-T-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TYPICAL SECTIONS
30
TS01
ROW C ROW
10.0' TRAVEL LANE
1.0'
BENCH 1.0'5.0' SIDEWALK
VARIES
1.5'
6.0'
7.0' PARKING
1.0'
BENCH10.0' TRAVEL LANE
CURB & GUTTER
(SEE DETAIL 1 ON SHEET
D01 FOR DETAILS)
NOTES:
1. FOR SUPERELEVATION, SEE STREET PLAN AND
PROFILE SHEETS.
2. GRADE TO PROVIDE POSITIVE DRAINAGE. WORK
WITH THE INSPECTOR TO DETERMINE LIMITS.
2% SLOPE 2% SLOPE
SL
P
2
:
1
SLP 2
:
1
SLP 1.5%
SLP 1.5%
0.5'1.0'SIDEWALK, WIDTH VARIES, 5.0' MIN.WIDTH VARIES
PARKING, WIDTH VARIES
SLP 1.5%
STA. 'L' 5+05.94 TO STA. 'L' 6+51.52
STA. 'L' 5+05.94 TO STA. 'L' 7+48.74
1.0'
BENCH 5.0' SIDEWALK 1.5'
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
0.5'1.0'5.0' SIDEWALK 6.0'
7.0' PARKING
SLP 1.5%
STA. 'L' 2+11.45 TO STA. 'L' 5+05.94
0.5'
EXIST. RETAINING
WALL
EXIST. WALL
6.0' MINIMUM COLD PLANE
PAVEMENT REMOVAL, 0-3"
VARIES
COLD PLANE PAVEMENT REMOVAL, 3"
EG
STA. 'L' 2+11.45 TO STA. 'L' 7+48.74
LAKEVIEW BLVD
L
DRIVEWAY ACCESS
WIDTH VARIES
EG
EG
MATCH
EXISTSLP VARIES
STA. 'L' 4+90.06 TO STA. 'L' 5+05.94
CONCRETE SIDEWALK
2.0'
2.0'
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CURB & GUTTER
(SEE DETAIL 1
ON SHEET D01
FOR DETAILS)
CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01
FOR DETAILS)
CONCRETE SIDEWALK
2.0'
8" AGGREGATE BASE
8" AGGREGATE BASE
8" AGGREGATE BASE
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"2.0'
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
SAWCUT
SAWCUT
SAWCUT
SAWCUT
2.0'
SAWCUT
8" AGGREGATE BASE
8" AGGREGATE BASE
CURB & GUTTER
(SEE DETAIL 1 ON SHEET
D01 FOR DETAILS)
CURB & GUTTER
(SEE DETAIL 1 ON
SHEET D01 FOR
DETAILS)
2" AGGREGATE BASE ROCK
2" AGGREGATE BASE
2" AGGREGATE BASE
2" AGGREGATE BASE
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)
SUBGRADE GEOTEXTILE
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)
SUBGRADE GEOTEXTILE
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)SUBGRADE GEOTEXTILE
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)
SUBGRADE GEOTEXTILE
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)
SUBGRADE GEOTEXTILE
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE
W/FIBERS
NOM. THKN. - 4"
SEE DETAIL 3 ON
SHEET D03 FOR
TYPICAL DRIVEWAY
DETAILS
SLP VARIES
PROFILE GRADE & PIVOT
POINT
2% SLOPE
2% SLOPE
ACP LEVELING
LEVEL 2, 3
8" DENSE LEVELING
COURSE NOM. THKN. - 0" TO
10" (3" MAX LIFTS)
ACP LEVELING
LEVEL 2, 3
8" DENSE LEVELING
COURSE NOM. THKN. - 0" TO
4" (3" MAX LIFTS)
***PAVEMENT LEVELING SEQUENCING:***
1. 3" COLD PLANE PAVEMENT REMOVAL.
2. 0" - 2" WEDGE GRIND COLD PLANE PAVEMENT REMOVAL ALONG
RIGHT SIDE WHERE SHOWN.
3. ACP PAVEMENT LEVELING COURSE(S), AS NEEDED.
4. FINAL 2" OF ACP BASE COURSE & 2" ACP WEARING COURSE SHALL
BE PLACED CONCURRENTLY ACROSS THE ENTIRE ROADWAY.
ACP LEVELING
LEVEL 2, 3
8" DENSE LEVELING
COURSE NOM. THKN. - 0" TO
12" (3" MAX LIFTS)
ACP LEVELING
LEVEL 2, 3
8" DENSE LEVELING
COURSE NOM. THKN. - 0" TO
12" (3" MAX LIFTS)
ACP LEVELING
LEVEL 2, 3
8" DENSE LEVELING
COURSE NOM. THKN. - 0" TO
12" (3" MAX LIFTS)
4" AGGREGATE
SHOULDER
SLP 2:1 (TYP)
(SEE NOTE 2)
SLP 2:1 (TYP)
(SEE NOTE 2)
1.0'
1.0'
1.0'
1.0'
1.0'
SEGMENT 1
4" AGGREGATE
SHOULDER
1.0'
ROW ROW
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-T-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TYPICAL SECTIONS
31
TS02
STA. 'L' 7+48.74 TO STA. 'L' 27+34.70
LOW-PROFILE MOUNTABLE CURB
& GUTTER (SEE DETAIL 3 ON
SHEET D01 FOR DETAILS)
MATCH EXIST AT EDGE
OF PAVEMENT
VARIES
10.0' TRAVEL LANE1.0'1.0'
5.0' SIDEWALK
1.0'
BENCH
10.0' TRAVEL LANE PARKING, WIDTH VARIES
SLP VARIES (SEE NOTE 1)
SLP 1.5%
SLP VARIES
1.0'
BENCH
STA. 'L' 7+48.73 TO STA. 'L' 21+75.00
ACP WEARING COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 2"
CONCRETE SIDEWALK
FULL-DEPTH RECONSTRUCTION
NOTES:
1. FOR SUPERELEVATION, SEE STREET PLAN AND
PROFILE SHEETS.
2. GRADE TO PROVIDE POSITIVE DRAINAGE. WORK
WITH THE INSPECTOR TO DETERMINE LIMITS.
VARIES
ACP BASE COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 5.5"
(2 LIFTS)
8" AGGREGATE BASE
EG
LAKEVIEW BLVD
CL
2" AGGREGATE BASE
ACP WEARING COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 4"
2" AGGREGATE BASE
SUBGRADE
GEOTEXTILE
5.0' SIDEWALK0.5'
SLP 1.5%
STA. 'L' 21+75.00 TO STA. 'L' 22+40.00
CONCRETE SIDEWALK
2" AGGREGATE BASE
1.0'
BENCH
VERTICAL CURB
(SEE S2-01 FOR DETAILS)
STA. 'L' 22+40.00 TO STA. 'L' 26+46.40
SLP VARIES (SEE NOTE 1)
PROFILE GRADE & PIVOT POINT
SLP 2:1 (TYP)
(SEE NOTE 2)
SLP 2:1 (TYP)
(SEE NOTE 2)
SLP 2:1 (TYP)
(SEE NOTE 2)
1.0'
SEGMENT 2
1.0'
4" AGGREGATE
SHOULDER
4" AGGREGATE
SHOULDER
4"
AGGREGATE
SHOULDER
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-T-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TYPICAL SECTIONS
32
TS03
ROW ROW
NORMAL CROWN: STA. 'L' 27+34.70 TO STA. 'L' 29+19.63
NORTH-SLOPING SHED: STA. 'L' 29+19.63 TO STA. 'L' 30+28.63
NORMAL CROWN: STA. 'L' 30+28.63 TO STA. 'L' 32+76.88
SOUTH-SLOPING SHED: 32+76.88 TO STA. 'L' 37+80.00
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01
FOR DETAILS)
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01
FOR DETAILS)
9.0' TRAVEL LANE
1.0'
BENCH 0.5'1.0'1.0'9.0' TRAVEL LANE0.5'
10.0' MIN.10' MIN.
1.0'
BENCH
VARIES
SLP VARIES (SEE NOTE 1)
SL
P
2
:
1
SLP 2
:
1
FULL-DEPTH RECONSTRUCTION
ACP WEARING COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 5.5"
(2 LIFTS)
8" AGGREGATE BASE
STA. 'L' 32+07.51 to 37+53.70
SL
P
2
:
1
SLP 2
:
1
STA. 'L' 27+34.70 TO STA. 'L' 30+50.00
STA. 'L' 32+39.00 TO STA. 'L' 32+74.00
STA. 'L' 33+24.00 TO STA. 'L' 33+45.00
STA. 'L' 33+78.00 TO STA. 'L' 33+95.00
STA. 'L' 33+98.00 TO STA. 'L' 34+28.00
CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01
FOR DETAILS)
NOTES:
1. FOR SUPERELEVATION, SEE STREET PLAN AND
PROFILE SHEETS.
2. GRADE TO PROVIDE POSITIVE DRAINAGE. WORK
WITH THE INSPECTOR TO DETERMINE LIMITS.
1.0'0.5'
1.0'
BENCH
LAKEVIEW BLVD
CL
8" AGGREGATE BASE
SUBGRADE
GEOTEXTILE
PROFILE GRADE & PIVOT POINT
SLP VARIES (SEE NOTE 1)
CURB & GUTTER
(SEE DETAIL 1 ON
SHEET D01 FOR
DETAILS)
SL
P
2
:
1
SLP 2
:
1
2.0'
TYPE 2A GUARDRAIL
(SEE ODOT STD DWG RD400)
8 FOOT POSTS
8" AGGREGATE BASE
8" AGGREGATE BASE
8" AGGREGATE BASE
STA. 'L' 27+96.96 to 30+18.01
SLP 2:1 (TYP)
(SEE NOTE 2)
SLP 2:1 (TYP)
(SEE NOTE 2)
1.0'
SEGMENT 3
1.0'
4" AGGREGATE
SHOULDER
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-T-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TYPICAL SECTIONS
33
TS04
STA. 'L' 37+80.00 TO STA. 'L' 40+65.00
EG
ROW ROW
10.0' MIN. TRAVEL LANE 10.0' MIN. TRAVEL LANE
VARIES
2% SLP (SEE NOTE 1)2% SLP (SEE NOTE 1)
SL
P
2
:
1
STA. 'L' 40+65.00 TO STA. 'L' 45+98.07
EG
EG
ROW ROW
10.0' MIN. TRAVEL LANE
VARIES
10.0' MIN. TRAVEL LANE
VARIES
VARIES
MATCH EXIST MATCH EXIST
EXIST GUARDRAIL
STA. 'L' 40+65.00 TO 43+86.95
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
ACP WEARING COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
COLD PLANE PAVEMENT REMOVAL, 2"
COLD PLANE PAVEMENT REMOVAL, 4"
1.0'1.5'
EG
NOTES:
1. FOR SUPERELEVATION, SEE STREET PLAN
AND PROFILE SHEETS.
2. GRADE TO PROVIDE POSITIVE DRAINAGE.
WORK WITH THE INSPECTOR TO DETERMINE
LIMITS.
CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01 FOR
DETAILS)
LAKEVIEW BLVD
LAKEVIEW BLVD
CL
CL
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 2"
8" AGGREGATE BASE
2.0'
SAWCUT
ACP BASE COURSE
LEVEL 2, 1
2" DENSE W/FIBERS
NOM. THKN. - 5.5"
(2 LIFTS)
SUBGRADE
GEOTEXTILE
ACP LEVELING
LEVEL 2, 3
8" DENSE
LEVELING COURSE
NOM. THKN. - 0" TO
8" (3" MAX LIFTS)
PAVEMENT LEVELING SEQUENCING:
1. 2" COLD PLANE PAVEMENT REMOVAL.
2. ACP PAVEMENT LEVELING COURSE(S), AS NEEDED.
3. FINAL 2" WEARING COURSE SHALL BE PLACED CONCURRENTLY
ACROSS THE ENTIRE ROADWAY.
AGGREGATE SHOULDER TRANSITION
EXIST GUARDRAIL
STA. 'L' 38+98.31 TO 40+65.00
EG
ACP LEVELING
LEVEL 2, 3
8" DENSE
LEVELING COURSE
NOM. THKN. - 0" TO
8" (3" MAX LIFTS)
MATCH
EXIST
MATCH
EXIST
PROFILE GRADE & PIVOT POINT
SLP 2:1 (TYP)
(SEE NOTE 2)
SEGMENT 4
1.0'
4" AGGREGATE
SHOULDER
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-T-SECT
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TYPICAL SECTIONS
34
TS05
NOTES:
1. FOR SUPERELEVATION, SEE STREET PLAN AND
PROFILE SHEETS.
2. GRADE TO PROVIDE POSITIVE DRAINAGE. WORK
WITH THE INSPECTOR TO DETERMINE LIMITS.
ROW ROW
STA. 'S' 0+10.00 TO STA. 'S' 0+90.00
TRAVEL LANE WIDTH VARIESTRAVEL LANE WIDTH VARIES
VARIES
SLP VARIES (SEE NOTE 1)SLP VARIES (SEE NOTE 1)
SL
P
2
:
1
SLP 2
:
1
SL
P
2
:
1
SLP 2
:
1
FULL-DEPTH RECONSTRUCTION
ACP WEARING COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 2"
ACP BASE COURSE
LEVEL 3, 1
2" DENSE
NOM. THKN. - 5.5"
(2 LIFTS)
8" AGGREGATE BASE
SUMMIT DR
CL
SUBGRADE
GEOTEXTILE
PROFILE GRADE & PIVOT POINT
SEGMENT 3, CONTINUED
CBFG=125.59
FG=125.25
FG=125.28
FG=125.83
FG=125.90
FG=125.21±FG=125.17±FG=125.67
3.3%0.8%
1.
5
%
1.
5
%
1.
5
%
0.9%
4.7%
1.
5
%
3.9%
5.0%
D
CB
3/
4
"
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY DETAILS
35
D01
H=3"
6"
ACP FG
TACK COAT PRIOR TO
PLACING AC BERM
NEW HAND PLACED AC BERM
3/8" DENSE AC
C02
4
SCALE: NTS
ASPHALT BERM
12
"
AGGREGATE BASE
SUBGRADE GEOTEXTILE
6"
R=2"
R=3/4"
12"
E=
6
"
6%
R=1/2"
6" MIN.
8"
AGGREGATE BASE
SUBGRADE GEOTEXTILE
12"
E=
2
"
6%
6" MIN.
R=1/2"
3"3"
6'5'5'6'
CURB DETAIL
C02
5
SCALE: 1" = 5'
RAISED CONCRETE CROSSING
8"
A A
B
B
6'10'6'
22'
SEE SHEETS D04 &
SS06 FOR SIGNING
& STRIPING DETAILS
PLAN
SCALE: 1"=5'
-
1
SCALE: NTS
CURB & GUTTER
-
2
SCALE: NTS
MODIFIED CURB & GUTTER
-
B-B
SCALE: 1" = 5'
SECTION
-
A-ASCALE: 1" = 5'
SECTION
6"
6"
M
I
N
.
6"
6"
M
I
N
.
1.5% MAX
8" CONCRETE
WITH NO. 4
BARS @ 24"
O.C. BOTH
WAYS
2.0% MAX
CURB, GUTTER, AND SIDEWALK NOTES:
1. FURNISH COMMERCIAL GRADE CONCRETE.
2. CONSTRUCT EXPANSION JOINTS:
A.AT 200' MAXIMUM SPACING
B.AT POINT OF TANGENCY
C.AT COLD JOINT
D.AT ENDS OF EACH DRIVEWAY
3. CONSTRUCT CONTRACTION JOINTS:
A.AT 15' MINIMUM SPACING
B.AT ENDS OF EACH INLET STRUCTURE AND RAMP
C.WITH DEPTH OF JOINT OF AT LEAST 1-1/2"
4. SURFACE WITH MEDIUM BROOM FINISH
5. AGGREGATE BASE LEVELING COURSE 2" MINIMUM
THICKNESS
6. STAMP 3" HEIGHT STENCIL IN CURBS WHERE UTILITIES
CROSS AS FOLLOWS:
A.STORM DRAIN = SD
B.SANITARY SEWER = SS
C.IRRIGATION = IR
D.ILLUMINATION = IL
LOWERED CURB AND
TRUNCATED DOMES
ACP FG
ACP FG
6"1"1"
3/
4
"
3/
4
"
3/
4
"
7"
10
"
AGGREGATE BASE
SUBGRADE GEOTEXTILE
12"
E=
4
"
6%
6" MIN.
R=3/4"
-
3
SCALE: NTS
LOW-PROFILE MOUNTABLE CURB & GUTTER
6"
6"
M
I
N
.
ACP FG
12"1"
3/
4
"
3/
4
"
E=
1
"
R=3/4"
R=3/4"
C02
6
SCALE: 1" = 5'
CONNECTION TO SWIM PARK STAIRS
MATCH
EXIST
SEE D21 FOR
CROSSING DETAILS
5.0'
10.6'4.6'
14.1'
5.0'
10.6'
14.0'
PLAN
SCALE: 1"=5'
6" AGGREGATE BASE
-
7
SCALE: 1" = 5'
CG-30 CURB & SIDEWALK TRANSITION
5.0'
5.0'3.5'5.0'
5.0'
3.0'
PLAN
SCALE: 1"=5'
3.0'
5.5'
TRANSITION CURB
FROM LOW-PROFILE
MOUNTABLE CURB
& GUTTER TO CURB
& GUTTER OVER 5.0'
(SEE DETAIL 1 ON
SHEET D02)
TRANSITION CURB
TO LOW-PROFILE
MOUNTABLE CURB
& GUTTER FROM
CURB & GUTTER
OVER 5.0' (SEE
DETAIL 1 ON SHEET
D02)
FOR INLET DETAILS &
GUTTER TRANSITION
DETAILS, SEE DETAIL
SD5-03A
3"
TOP OF CURB
TOP OF CURB TO BE 3"
ABOVE TOP OF CROSSWALK
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY DETAILS
36
D02
C02
1
SCALE: NTS
LOW-PROFILE MOUNTABLE CURB & GUTTER
C07
3
SCALE: NTS
CURB TRANSITION - MODIFIED CURB & GUTTER TO CURB & GUTTER
LOW
-
P
R
O
F
I
L
E
MOUN
T
A
B
L
E
C
U
R
B
&
GUTT
E
R
5'
CUR
B
&
G
U
T
T
E
R
3'
CURB
&
G
U
T
T
E
R
MODI
F
I
E
D
C
U
R
B
&
GUTT
E
R
MODI
F
I
E
D
C
U
R
B
&
GUTT
E
R
5'
LOW
-
P
R
O
F
I
L
E
MOUN
T
A
B
L
E
C
U
R
B
&
GUTT
E
R
BACK OF CURB
BACK OF CURB
BACK OF CURB
BOTTOM OF CURB (BC)
BOTTOM OF CURB (BC)
BOTTOM OF CURB (BC)
FINAL PAVEMENT SURFACE
FINAL PAVEMENT SURFACE
FINAL PAVEMENT SURFACE
FLOW LINE
FLOW LINE
FLOW LINE
AC DEPTH PER PLANS
COLD PLANE PAVEMENT REMOVAL
(GRIND/INLAY OR TAPER LENGTH PER PLANS)
VERTICAL EDGE WITH
TRANSVERSE GRIND OR SAW
CUT. FEATHERED GRIND NOT
ALLOWED.
ACP WEARING
COURSE
EXIST PAVEMENT
SAND SEAL JOINT
AC COLD PLANE
REMOVAL
REMOVE BY UNIFORM
SAW CUT
SAW CUT
(INCIDENTAL)
EXIST SURFACEROUNDED EDGE
FROM COLD
PLANE REMOVAL
DIRECTION
OF COLD
PLANE
REMOVAL
NOTE:
WHEN COLD PLANE REMOVAL PRODUCES A ROUNDED EDGE, A SAW CUT SHALL BE USED
TO MANUFACTURE A PERPENDICULAR EDGE AS SHOWN. THE ENGINEER SHALL BE SOLE
JUDGE CONCERNING THE USE OF THIS DETAIL.
-
4
SCALE: NTS
AC MATCH AT PROJECT ENDS
4"
6"
12"
6"
12"
12"
6"
6"
12"
2"
6"
12"
2"
6"
12"
4"
12"
12"
'L' STA. 7+43.74,
10.00' LT
'L' STA. 7+48.74,
10.00' LT
'L' STA.34+28.00,
9.00' LT
'L' STA. 34+33.00,
9.00' LT
'L' STA. 27+34.70,
10.00' LT
'L' STA. 27+39.70,
10.00' LT
CURB TRANSITION - CURB & GUTTER TO C06
2
SCALE: NTS
CURB & GUTTER TO MODIFIED CURB & GUTTER
CURB TRANSITION - LOW-PROFILE MOUNTABLE
5' TYP
2" TYP
SAW CUT
PROPOSED OVERLAY IN
ROAD (THICKNESS
VARIES)
AC PAVEMENT, SEE SHEET FOR MIX
AND THICKNESS OR AS REQ'D TO
MATCH OVERLAY THICKNESS
REMOVE EXIST
AC PAVEMENT
VARIES
SAW CUT
ROADWAY EOP
EXIST AC PAVEMENT
EXIST AGGREGATE
BASE
SAND SEAL
DRIVEWAY
MATCH PT (SEE
PLANS)
4"
TYP
PREP TOP OF EXIST
AGG BASE TO RECEIVE
NEW AC PAVEMENT
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY DETAILS
37
D03
TAPER EDGE OF
NEW PAVEMENT
OVER A DISTANCE
OF 6' OR AS
DIRECTED BY THE
INSPECTOR TO
ORIGINAL
ELEVATION AT
CURB OR EDGE OF
EXIST PAVEMENT
OVERLAY
EXIST AC
ELEVATION AT
CURB OR JOINT
OVERLAY DEPTH
GRIND & INLAY
DEPTH
ADJUST SCREED, OR USE
SOME OTHER METHOD TO
MAINTAIN FULL DEPTH AT
THIS POINTSECTION VIEW
MAINTAIN FULL
THICKNESS OF TOP LIFT
FEATHER BASE LIFT TO
0" THICKNESS AT EXIST
CURB
-
4
SCALE: NTS
GRIND & INLAY WITH OVERLAY DETAIL
-
3
SCALE: NTS
TYPICAL ASPHALT DRIVEWAY OVERLAY TRANSITION
1/2" LEVEL 3 AC
PAVEMENT SAND SEAL JOINTS
AGGREGATE BASE
SUBGRADE GEOTEXTILE
NOTES:
1. LOCATION AS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER.
2. 3" MAX PVMT LIFTS.
3. THK DETERMINED BY TRAFFIC CLASSIFICATION COUNTS OR NEARBY
CORES AND MAY REQUIRE SUB-GRADE STABILIZATION IF SOFT AT DEPTH.
-
2
SCALE: NTS
15.5" ASPHALT CONCRETE PAVEMENT REPAIR
SUBGRADE GEOGRID AS DIRECTED
8"
7.
5
"
15
.
5
"
12
"
NOTES:
1. SUBGRADE STABILIZATION AREAS TO BE COMPLETED AS DIRECTED BY
THE ENGINEER.
2. TO BE USED WHEN PREVIOUS PAVEMENT ACTIVITIES REVEAL POOR
SUBGRADE CONDITIONS OR AS DIRECTED BY THE ENGINEER.
SUBGRADE
STABILIZATION
SUBGRADE
GEOTEXTILE
FG
SUBGRADE
EX
I
S
T
OR
PR
O
P
AC
/
S
T
R
E
E
T
PA
V
E
M
E
N
T
SE
C
T
I
O
N
1'1'
-
1
SCALE: NTS
12" SUBGRADE STABILIZATION
SCALE: NTS
TYPICAL ASPHALT DRIVEWAY APPROACH
SECTION VIEW
ASPHALT DRIVEWAY
APPROACH LENGTH
VARIES. AS DIRECTED.
PROP ROADWAY EOP
PROP ACP, THKN VAR.
(SEE TYPICAL SECTIONS)
DWY MATCH PT
(SEE PLANS)
SAWCUT, WHERE
APPLICABLE
SAWCUT
8" AGGREGATE BASE
LEVEL 2 , 1 2" DENSE ACP
MIX NOM. THKN - 4"
AGGREGATE BASE FOR
ROADWAY. SEE TYPICAL
SECTIONS.
RADIUS
VARIES,
SEE
NOTE 1
RADIUS
VARIES,
SEE
NOTE 1
VA
R
I
E
S
,
S
E
E
N
O
T
E
1
VARIES, SEE NOTE 1
PLAN VIEW
PROP
ROADWAY
EOP
NOTES:
1. SEE DRIVEWAY DETAIL SHEETS D09-D18.
SCALE: NTS
TYPICAL CONCRETE DRIVEWAY APPROACH
SECTION VIEW
CONCRETE DRIVEWAY
APPROACH LENGTH
VARIES. AS DIRECTED.
PROP ROADWAY EOP
PROP ACP, THKN VAR.
(SEE TYPICAL SECTIONS)
DWY MATCH PT
(SEE PLANS)
SAWCUT, WHERE
APPLICABLE
SAWCUT
6" AGGREGATE BASE
PORTLAND CONCRETE
CEMENT, NOM. THKN - 6"
(SEE NOTE 2)
AGGREGATE BASE FOR ROADWAY
(SEE TYPICAL SECTIONS)
RADIUS
VARIES,
SEE
NOTE 1
RADIUS
VARIES,
SEE
NOTE 1
VA
R
I
E
S
,
S
E
E
N
O
T
E
1
VARIES, SEE NOTE 1
PLAN VIEW
PROP
ROADWAY
EOP
NOTES:
1. SEE DRIVEWAY DETAIL SHEETS D09-D18.
2. MATCH EXIST CONCRETE TREATMENT (I.E.
PLAIN CONCRETE, EXPOSED AGGREGATE,
ETC.)
-
5
-
6
FG=127.96±
EG=127.82±
EG=127.83±
EG=128.04±
EG=128.23±
EG=127.98±
'L' 10
+
0
0
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY DETAILS
38
D04
-
1
-
1
SCALE: NTS
ASPHALT SPEED CUSHION DETAILS
C03A
2
SCALE: NTS
LOCALIZED GRADING AT 3690 LAKEVIEW BLVD
FG=128.23
FG=128.05
FG=128.04
FG=128.03
FG=127.99
LAKE
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
3690 LAKEVIEW BLVD
PRESERVE & PROTECT
EXIST MAILBOXES
MATCH EXIST
PAVEMENT LIMITS
ROW
'L' LINE
PRESERVE & PROTECT
EXIST GATE
128
PAVE TO DRAIN
PRESERVE & PROTECT
EXIST RAILING
NOTES:
1. GRADING TO REMOVE LOCALIZED SAG
POINT IN FRONT OF 3690 LAKEVIEW BLVD.
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
ROADWAY DETAILS
39
D05
4" THK CONCRETE OR
ASPHALT PAVING
CONSTRUCT 6" WIDE (NOMINAL)
VERTICAL CURB (GRADE
CORRECTION CURB) WHERE
SHOWN ON PLANS
CURB AND GUTTER
SAW CUT
AGGREGATE BASE,
2" THK (TYP)
AC TO MATCH THE
MATERIAL BEING
INSTALLED IN THE
ADJACENT STREET.
MATCH EXIST PVMT
THICKNESS. PLACE IN
LIFTS (3" MAX).
AGGREGATE BASE, MATCH
EXIST THK (8" MIN)
CURB
EXPOSURE = 0"
FG
-
1
SCALE: NTS
TYPICAL SIDEWALK RAMP REPLACEMENT SECTION
SLOPE VARIES, SEE PLANS
2" MIN
NOTES:
1.TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES.
2.PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2 FEET ADJACENT TO TRAFFIC OF THROAT OF RAMP ONLY.
3.ADJUST CURB PROFILE WITHIN LANDING AREA AS NEEDED. BLEND WITH EXISTING STREET GRADE TO MINIMIZE EFFECT OF CHANGE.
4.ADJUST SAW CUT LIMITS AS NECESSARY TO MAINTAIN A MAX 5% COUNTERSLOPE AT THE RAMP THROAT.
AMERICANS WITH DISABILITIES ACT (ADA) NOTES:
1. WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE PROPOSED
GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY
GUIDELINES (PROWAG), AS PUBLISHED BY THE UNITED STATES ACCESS BOARD.
2. UNLESS OTHERWISE SPECIFIED ON THE PLANS, OR DIRECTED BY THE INSPECTOR, CROSS
SLOPES OF SIDEWALKS SHALL BE A NOMINAL 1.5%. CROSS SLOPES SHALL NOT BE LESS THAN
1% NOR EXCEED 2%. SIDEWALK TRANSITIONS SHALL BE REPLACED TO THE NEXT NEAREST
JOINT.
3. MAXIMUM SLOPES SHOWN ON THE PLANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES
PERMITTED BY CURRENT ADA REQUIREMENTS. THE CONTRACTOR SHALL TAKE INTO
CONSIDERATION CONSTRUCTION TOLERANCES WHEN PLACING SIDEWALKS AND RAMPS TO
ENSURE MAXIMUM SLOPES ARE NOT EXCEEDED.
4. COMPLETE ALL SURVEY STAKING AS NEEDED USING INFORMATION PROVIDED.
5. THE PRIME CONTRACTOR AND CONCRETE SUBCONTRACTOR SHALL ATTEND A PRE-POUR
MEETING ON SITE WITH THE INSPECTOR TO DISCUSS THE CURB RAMP CONSTRUCTION PROCESS.
6. FIELD LAYOUT SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT.
CONCRETE FOR SIDEWALKS, CURBS, AND RAMPS SHALL BE PLACED NO EARLIER THAN 4 HOURS
AFTER FINAL PLACEMENT OF FORMWORK TO ALLOW FOR INSPECTION PRIOR TO POUR AND
ADJUSTMENT BY CONTRACTOR IF NEEDED. CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO
INSPECTOR OF FORMWORK BEING PLACED AS WELL AS NOTIFY INSPECTOR AT THE TIME
FORMWORK HAS BEEN FULLY COMPLETED.
7. INSPECTOR'S PRE-POUR REVIEW DOES NOT CONSTITUTE ACCEPTANCE OF FINAL GRADES; THE
CONTRACTOR REMAINS RESPONSIBLE FOR THE FINAL GRADES.
8. SLOPES SHALL BE MEASURED BY THE INSPECTOR BY USING A 2 FOOT DIGITAL LEVEL, WHICH
SHALL BE THE OFFICIAL RECORD OF THE SLOPES. IN THE EVENT THAT DIFFERENT READINGS ARE
TAKEN BETWEEN THE INSPECTOR'S LEVEL AND THE CONTRACTOR'S, THE INSPECTOR'S SHALL
GOVERN.
9. MEASUREMENT OF SLOPES SHALL BE PERFORMED ON THE WALKABLE SURFACE AND SHALL NOT
TAKE INTO CONSIDERATION THE TOP OF THE CURB.
10. COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM
SPECIFIED SLOPES OR ARE LESS THAN MAXIMUM SPECIFIED SLOPES SHALL BE REMOVED AND
REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
11. PROTECT FRESHLY POURED CONCRETE FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM
OF 24 HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY
CONCRETE DAMAGED BY VANDALISM OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO
THE PROJECT.
12. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DAMAGING ANY IRRIGATION, WIRING, OR
OTHER FACILITIES IN THE AREA OF THE NEW RAMP. ANY FACILITIES ENCOUNTERED SHALL BE
RELOCATED BY THE CONTRACTOR WITHOUT DAMAGE TO AN APPROPRIATE LOCATION OUTSIDE
THE RAMP/WALK AREA. IF DAMAGE OCCURS, REPAIRS WILL BE MADE WITHIN 48-HOURS.
13. ALL SIDEWALK PANELS IMPACTED BY CONSTRUCTION SHALL BE REPLACED FROM JOINT TO
JOINT. PATCHING OF SIDEWALK PANELS SHALL NOT BE ALLOWED.
SURFACE REMOVAL PAY LIMITS
1'
MAX
TRUNCATED DOME DETECTABLE
WARNING SURFACE
24'', MIN 2' SEE
NOTE 2
SAWCUT A MIN 1' AWAY
FROM EXIST WALL OR
STRUCTURE (WHEN
PRESENT). REMOVE SURFACE
ADJACENT TO WALL OR
STRUCTURE BY HAND.
-
1
SCALE: NTS
TYPICAL SIDEWALK RAMP REPLACEMENT SECTION
6" TYP.
18" TYP.,
OR MATCH
EXIST
12'', MIN
SLP 5% MAX
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
KDU
KDU
STORMWATER DETAILS
40
D06
REGIS T E R E D PROFES
S
I
O
N
A
L
C02A
1
SCALE: NTS
WATER QUALITY STRUCTURE, VAULT NO. 1
Kelly Uhacz 2024.11.19
45°
ECLIPSE 88 SAMPLING STATION
(AGENCY PROVIDED)
PADLOCK
PROVISION
COPPER VENT TUBE
WITH OPTIONAL 1 4" BALL
VALVE IN PLACE OF 1 4"
PETCOCK ON VENT PIPE
METER METER BOX (SEE DETAIL W1-01A)
3
4" ELBOW
MIPT X COPPER 3
4" MIPT X COPPER
FLARE FORD C28-33
3 4" DOMESTIC COPPER
SOFT K-TYPE
CORPORATION STOP
3
4" FORD F-600
ALUMINUM HOUSING
ALUMINUM BASE
GALVANIZED
STEEL STANDPIPE
EG
OLDCASTLE
TOP
No. 687-T-42C
(OR APPROVED EQUAL)
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
KDU
WRA
WATER DETAILS
41
D07
C02A
1
SCALE: NTS
WATER SAMPLING STATION
C09A
2
SCALE: NTS
CONTROL VALVE VAULT
4.5'
8.5'
EXISTING 12" DI
WATER MAIN
LADDER
BLOCKOUT VAULT
TOP TO SADDLE
OVER PIPE
GALVANIZED STEEL
DOUBLE LEAF 3' X 5' HATCH
30" COVER
MATCH RIM ELEV
WITH EXIST GRADE
TOP. 1' - 10" DEPTH
TO 6' - 2" DEPTH
1'
EXISTING CLAY
VALVE
REMOVE EXISTING
MANHOLE
BLOCKOUT VAULT
TOP TO STRADDLE
OVER PIPE
PLAN
SECTION
EXISTING 12" DI
WATER MAIN
VERIFY PIPE DEPTH &
NEEDED BLOCKOUT
DIMENSIONS PRIOR TO
FABRICATION. SPEC OPEN
FLOOR FOR DRAINAGE.
CB
CB
D
W
W
W
E
E
EU
CB
W
W
'L' 41+00
'L'
4
2
+
0
0
'L' 4
3
+
0
0
'L' 44+0
0
'L' 45+00
'L' 46
+
0
0
'L' 46
+
4
0
C/L
STA 43+60
146
147
148
149
150
151
152
153
154
155
156
146
147
148
149
150
151
152
153
154
155
156
0 10 20 300102030
0 10 20 30102030
152
151
150
149
148
147
153
154
155
156
157
152
151
150
149
148
147
153
154
155
156
157
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DET
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
WRA
WRA
RAILROAD
CROSSING PLAN
42
D08
PLAN
SCALE: 1"=20'
IR
O
N
M
O
U
N
T
A
I
N
B
L
V
D
U
P
P
E
R
D
R
ROW
ROW
ROW
ROW
PACIFIC & WESTERN RAILROAD
2750 IRON MOUNTAIN
BLVD
TRACT A
PACIFIC & WESTERN RAILROAD 15944 FIR
GROVE CT
15911 FIR
GROVE CT
15885 FIR
GROVE CT
15815 SPRINGBROOK CT
15773 SPRINGBROOK CT
2701 LAKEVIEW BLVD
15.5" ASPHALT
PAVEMENT
REPAIRS
(SEE DETAIL 2
ON SHEET D03)
PAVING LIMITS
PROP RAILROAD CROSSING STRIPING
EXIST RAILROAD CROSSING STRIPING
PROP RAILROAD CROSSING STRIPING
PRESERVE AND PROTECT
RAILROAD CROSSING PANELS
(INSTALLED BY OTHERS)
MATCH EXIST
PAVEMENT LIMITS
MATCH EXIST
PAVEMENT LIMITS
EXIST AND PROP
PAVEMENT MARKINGS
EXIST AND PROP
PAVEMENT MARKINGS
EG
EG
FG
-
A
SCALE: 1" = 10' HORIZ. 1"=1.33' VERT.
SECTION
-A
MATCH
EXIST
MATCH
EXIST
-
B
EXIST AND PROP RAILROAD CROSSING SIGN
EXIST & PROP RAILROAD CROSSING SIGN
PRESERVE AND
PROTECT RAILROAD
CROSSING EQUIPMENT
PROTECT EXIST INFILTRATION
DITCH AND TRENCH DRAIN
INSTALL G-2
INLET
INSTALL 10"
STORM PIPE
MATCH EXIST
MATCH
EXIST
15.5" ASPHALT
PAVEMENT REPAIR
4" ACP GRIND
& INLAY
PRESERVE AND PROTECT
RAILROAD CROSSING PANELS
(INSTALLED BY OTHERS)
4" ACP
GRIND &
INLAY
EG
EG
4" ACP GRIND
& INLAY
PRESERVE & PROTECT EXIST GUARDRAIL
PRESERVE &
PROTECT
EXIST
GUARDRAIL
-
B
SCALE: 1" = 10' HORIZ. 1"=3.33' VERT.
SECTION
15761 SPRINGBROOK CT
PRESERVE AND
PROTECT RAILROAD
CROSSING EQUIPMENT
EXIST AND PROP NARROW
DOUBLE PAVEMENT MARKINGS
WITH YELLOW REFLECTORS
EXIST AND PROP NARROW
DOUBLE PAVEMENT MARKINGS
WITH YELLOW REFLECTORS
PROP SHARED LANE MARKINGS
PROP SHARED LANE MARKINGS
PROP CURVE WARNING SIGNS
EXIST AND PROP SPEED LIMIT SIGN
PROP SHARED LANE
MARKINGS PROP SHARED LANE MARKINGS
PROP SHARED LANE MARKINGS
PROP "SHARE THE ROAD" SIGN
EXIST AND PROP SPEED LIMIT SIGN
PRESERVE &
PROTECT
EXIST
GUARDRAIL
SAWCUT AT PANEL ENDS
SAWCUT AT PANEL ENDS
PRESERVE AND PROTECT
RAILROAD CROSSING EQUIPMENT
15.5" ASPHALT
PAVEMENT REPAIRS
(SEE DETAIL 2 ON
SHEET D03)
15.5" ASPHALT
PAVEMENT REPAIR
LAK
E
V
I
E
W
B
L
V
D
PRESERVE & PROTECT
EXIST UTILITY POLE
4.0'4.0'
EXIST RAILROAD CROSSING STRIPING
EXIST & PROP
VERTICAL CURB
PROP ROAD
NARROWS SIGN
STA. 'L' 43+60
RAILROAD SEQUENCING:
1. SEE PROJECT SPECIAL PROVISION SECTIONS 00150, 00170 AND 00223
FOR RAILROAD COORDINATION NEEDS.
2. COORDINATE THE ROADWAY CLOSURE WITH THE RAILROAD, SO THEY
CAN COMPLETE THEIR RAILROAD CROSSING IMPROVEMENTS.
3. IMPLEMENT STAGE 3 OF THE INCLUDED TRAFFIC CONTROL PLAN TO
PROPERLY CLOSE THE ROADWAY SEGMENT FOR THE WORK TO OCCUR.
4. SAWCUT RAILROAD CROSSING END PANEL FOR THE RAILROAD AND, IF
DESIRED, COMPLETE SEGMENT 4 CONSTRUCTION ACTIVITIES
SIMULTANEOUSLY DURING RAILROAD CROSSING IMPROVEMENTS TO
ALLEVIATE NEEDS FOR RAILROAD FLAGGING.
5. FOR CONSTRUCTION ACTIVITIES WITHIN THE RAILROAD RIGHT-OF-WAY
BEYOND COMPLETION OF THE RAILROAD CROSSING IMPROVEMENTS
PROPERLY COORDINATE RAILROAD FLAGGING.
W
G
W
G
'
L
'
1
3
+
0
0
1+00
1+50
S25° 14' 53.51"E
14.59
S19° 20' 05.39"E
25.09
129
Δ=5°54'48"
L=10.32' R=100.00'
R
O
E
FG=128.89
FG=128.82
FG=126.90±
FG=126.95±
STA 1+19.53,
5.90' LT.
STA 1+35.10,
7.03' LT.
STA 1+34.60,
10.27' RT.
STA 1+19.99,
5.59' RT.
125.0
127.5
130.0
125.0
127.5
130.0
1+00 1+50
3.00' VC
K=1.00
PVI STA=1+33.03
PVI EL=127.14
PV
C
S
T
A
1
+
3
1
.
5
3
EL
=
1
2
7
.
3
6
PV
T
S
T
A
1
+
3
4
.
5
3
EL
=
1
2
6
.
9
6
4.00' VC
K=0.44
PVI STA=1+19.43
PVI EL=128.85
PV
C
S
T
A
1
+
1
7
.
4
3
EL
=
1
2
8
.
8
5
PV
T
S
T
A
1
+
2
1
.
4
3
EL
=
1
2
8
.
6
7
6.00' VC
K=1.00
PVI STA=1+24.82
PVI EL=128.37
PV
C
S
T
A
1
+
2
1
.
8
2
EL
=
1
2
8
.
6
4
PV
T
S
T
A
1
+
2
7
.
8
2
EL
=
1
2
7
.
9
2
0.10%
-9.00%
-1
5
.
0
0
%
-12
.
0
0
%
1+00
1+40
S26° 00' 40.48"E
4.16
S29° 53' 38.66"E
32.45
Δ=3°52'58"
L=3.39' R=50.00'
123
124
R
O
E
FG=122.65±
FG=122.65±
FG=124.86
FG=123.47±
STA 1+25.83,
6.99' LT.
STA 1+25.83,
5.96' RT.
120.0
122.5
125.0
120.0
122.5
125.0
1+00 1+40
4.00' VC
K=0.44
PVI STA=1+12.01
PVI EL=124.45
PV
C
S
T
A
1
+
1
0
.
0
1
EL
=
1
2
4
.
4
9
PV
T
S
T
A
1
+
1
4
.
0
1
EL
=
1
2
4
.
2
3
4.00' VC
K=1.00
PVI STA=1+16.17
PVI EL=123.99
PV
C
S
T
A
1
+
1
4
.
1
7
EL
=
1
2
4
.
2
1
PV
T
S
T
A
1
+
1
8
.
1
7
EL
=
1
2
3
.
6
9
-2.00%
-11.00%
-1
5
.
0
0
%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
43
D09
3620 LAKEVIEW BLVD. DRIVEWAY
C03
2
L
A
K
E
V
I
E
W
B
L
V
D
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
ROW
3620 LAKEVIEW BLVD
STA. 1+19.75
'L' LINE
MATCH EXIST
STA. 1+35.00
PRESERVE &
PROTECT EXIST WALL
FGEG
STA. 1+00.00
MATCH EXIST
STA. 1+35.00
ELEV. = 126.90
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
3910 LAKEVIEW BLVD. DRIVEWAY
C02
1
FG
EG
STA. 1+00.00
MATCH EXIST
STA. 1+25.83
ELEV. = 122.52
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
PLAN
SCALE: 1"=5'
'L' STA.
12+95.67 =
STA. 1+00.00
PRESERVE &
PROTECT EXIST WALL
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
PLAN
SCALE: 1"=5'
3910 LAKEVIEW BLVD
REMOVE TREE
(SEE SHEET EC03)
PRESERVE & PROTECT
EXIST TREES
(SEE SHEET EC03)
PRESERVE & PROTECT
EXIST MAILBOX
PRESERVE & PROTECT
EXIST TREES
(SEE SHEET EC03)
PRESERVE & PROTECT
EXIST FENCE
MATCH EXIST
STA. 1+25.83
STA. 1+10.00
ROW
'L' LINE
'L' STA.
4+62.40 =
STA. 1+00.00
L
A
K
E
V
I
E
W
B
L
V
D
ADJUST GAS VALVE
TO FINISHED GRADE
(SEE SHEET C03A)
REPLACE WATER
METER BOX
(SEE SHEET C03A)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
WW
1+00
1+00
137
138
139
N0° 13' 36.52"E
9.48
Δ=64°54'59"
L=3.40' R=3.00'
N65° 08' 35.93"E
27.13
STA 1+28.21,
9.62' RT.
STA 1+30.48,
5.76' RT.
STA 1+28.06,
5.80' LT.
STA 1+10.31,
8.30' LT.
STA 1+09.58,
16.27' LT.
FG=138.71±
FG=139.28±
135.0
137.5
140.0
142.5
145.0
135.0
137.5
140.0
142.5
145.0
1+00 1+40
7.00' VC
K=1.00
PVI STA=1+16.36
PVI EL=137.05
PV
C
S
T
A
1
+
1
2
.
8
6
EL
=
1
3
6
.
8
4
PV
T
S
T
A
1
+
1
9
.
8
6
EL
=
1
3
7
.
5
1
6.00' VC
K=1.00
PVI STA=1+25.36
PVI EL=138.22
PV
C
S
T
A
1
+
2
2
.
3
6
EL
=
1
3
7
.
8
3
PV
T
S
T
A
1
+
2
8
.
3
6
EL
=
1
3
8
.
7
9
6.00%
13.00
%
19.0
0
%
1+00
1+00
1+30
S1° 08' 13.51"W
18.49
S1° 44' 16.57"W
9.45
RO
E
STA 1+10.81,
17.14' LT.
STA 1+14.13,
17.43' LT.
STA 1+14.17,
16.91' RT.
STA 1+10.97,
17.01' RT.
FG=136.74±
FG=136.30±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
8.62%
PLAN
SCALE: 1"=5'
PROFILE
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
EG
'L' STA.
30+30.80 =
1+00.00
ROW
2983 LAKEVIEW BLVD
LA
K
E
V
I
E
W
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
44
D10
2983 LAKEVIEW BLVD. DRIVEWAY
C06
1 3012 LAKEVIEW BLVD. DRIVEWAY
C06
2
LA
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA.
30+36.63 =
STA. 1+00.00
ROW
3012 LAKEVIEW BLVD
FG
FG
EGMATCH EXIST
STA. 1+29.27
ELEV. = 139.20
STA. 1+00.00
STA. 1+00.00
MATCH EXIST
STA. 1+14.15
ELEV. = 136.97
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
STA. 1+10.50
STA. 1+10.50
'L' LINE
'L' LINE
MATCH EXIST
STA. 1+29.27
MATCH EXIST
STA. 1+14.15
R = 20.0'
R = 2.0'
PRESERVE &
PROTECT EXIST
MAILBOX
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
REPLACE EXIST
WATER METER BOX
(SEE SHEET C06A)
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
WW
'L
'
3
1
+
0
0
1+00
1+30
S2° 57' 26.75"W
30.00
RO
E
STA 1+10.50,
15.11' RT.
STA 1+15.50,
15.11' RT.
STA 1+15.50,
14.89' LT.
STA 1+11.41,
14.80' LT.
FG=136.70±
FG=136.62±
FG=136.66±
FG=136.66±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
-1.95%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
45
D11
2988 LAKEVIEW BLVD. DRIVEWAY
C06
2
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA.
30+96.85 =
STA. 1+00.00
ROW
2988 LAKEVIEW BLVD
FG
EG
STA. 1+00.00
MATCH EXIST
STA. 1+15.50
ELEV. = 136.60±
STA. 1+10.50
'L' LINE
MATCH EXIST
STA. 1+15.50
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
3. PROPERTY UNDER CONSTRUCTION. WORK WITH
THE INSPECTOR TO DETERMINE DRIVEWAY
LIMITS.
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
LA
K
E
V
I
E
W
B
L
V
D
REPLACE EXIST
WATER METER BOX
(SEE SHEET C06A)
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
1+00 1+40
135136
Δ=6°17'25"
L=21.96' R=200.00'
S3° 19' 58.49"E
13.14
S2° 57' 26.75"W
4.90 RO
E
STA 1+14.02,
15.65' LT.
STA 1+16.34,
14.02' LT.
STA 1+33.27,
14.48' LT.
STA 1+33.27,
13.84' RT.
STA 1+13.24,
14.85' RT.
STA 1+10.58,
14.75' RT.
STA 1+08.72,
14.70' RT.
FG=134.26±
FG=134.26±
130.0
132.5
135.0
137.5
140.0
130.0
132.5
135.0
137.5
140.0
1+00 1+40
10.00' VC
K=1.15
PVI STA=1+27.56
PVI EL=134.54
PV
C
S
T
A
1
+
2
2
.
5
6
EL
=
1
3
5
.
2
3
PV
T
S
T
A
1
+
3
2
.
5
6
EL
=
1
3
4
.
2
9
5.00' VC
K=1.19
PVI STA=1+14.55
PVI EL=136.33
PV
C
S
T
A
1
+
1
2
.
0
5
EL
=
1
3
6
.
5
6
PV
T
S
T
A
1
+
1
7
.
0
5
EL
=
1
3
5
.
9
8
4.00' VC
K=0.40
PVI STA=1+09.00
PVI EL=136.85
PV
C
S
T
A
1
+
0
7
.
0
0
EL
=
1
3
6
.
8
4
PV
T
S
T
A
1
+
1
1
.
0
0
EL
=
1
3
6
.
6
6
-1
3
.
6
9
%
-9.50%
-5.00%
W
W
W
1+00
1+30
S2° 57' 26.75"W
16.56
S1° 53' 50.44"W
9.74
RO
E
FG=136.64±
STA 1+15.41,
18.37' LT.
STA 1+18.22,
18.63' LT.
STA 1+18.56,
18.63' RT.
STA 1+19.70,
18.63' RT.
STA 1+19.82,
39.20' RT.
STA 1+15.25,
39.43' RT.STA 1+10.50,
44.66' RT.
FG=136.66±
FG=136.65±
FG=136.63±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
-2.97%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
46
D12
2936 LAKEVIEW BLVD. DRIVEWAY
C07
2
LA
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
EG
'L' STA.
32+22.16 =
STA. 1+00.00
ROW
2936 LAKEVIEW BLVD
FG
MATCH EXIST
STA. 1+33.27
ELEV. = 134.26
STA. 1+00.00
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
STA. 1+09.00
PRESERVE &
PROTECT EXIST
BRICK WALL
PRESERVE &
PROTECT EXIST
BRICK WALL
PRESERVE &
PROTECT EXIST
PRIVATE WALK
PRESERVE &
PROTECT EXIST
PRIVATE WALK 'L' LINE
MATCH EXIST
STA. 1+33.27
LA
K
E
V
I
E
W
B
L
V
D
'L' STA.
31+61.66 =
STA. 1+00.00
ROW
2950 LAKEVIEW BLVD STA. 1+10.50
PRESERVE &
PROTECT
EXIST WALL
'L' LINE
MATCH EXIST
STA. 1+20.50
1
PROFILE
EG
FG MATCH EXIST
STA. 1+20.50
ELEV. = 136.60
STA. 1+00.00
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.2950 LAKEVIEW BLVD. DRIVEWAY
C06
1
PLAN
SCALE: 1"=5'
ROW
PROTECT
EXIST CONC.
DRIVEWAY
PRESERVE & PROTECT
EXIST MAILBOX
PRESERVE &
PROTECT EXIST
MAILBOX
REPLACE EXIST
WATER METER BOX
(SEE SHEET C06A)
R = 5.0'
R = 2.0'
MATCH EXIST
ELEV. = 136.05
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
2.0'
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
RO
E
1+00
1+00
1+
6
0
140
137
138
139
N2° 13' 40.93"E
10.31
Δ=23°23'33"
L=20.41' R=50.00'
N25° 37' 14.36"E
29.28
STA 1+10.62,
17.75' LT.
STA 1+10.41,
13.56' RT.
STA 1+22.97,
6.98' RT.
STA 1+31.00,
5.96' RT.
STA 1+30.17,
5.99' LT.
STA 1+15.49,
9.31' LT.
FG=140.41±
FG=140.64±
135.0
137.5
140.0
142.5
145.0
135.0
137.5
140.0
142.5
145.0
1+00 1+60
9.00' VC
K=1.00
PVI STA=1+15.00
PVI EL=137.11
PV
C
S
T
A
1
+
1
0
.
5
0
EL
=
1
3
6
.
5
7
PV
T
S
T
A
1
+
1
9
.
5
0
EL
=
1
3
8
.
0
5
3.50' VC
K=1.63
PVI STA=1+21.50
PVI EL=138.47
PV
C
S
T
A
1
+
1
9
.
7
5
EL
=
1
3
8
.
1
1
PV
T
S
T
A
1
+
2
3
.
2
5
EL
=
1
3
8
.
8
8
21.0
0
%
23.
1
5
%
C
B
WW
RO
E
1+00
1+40
1+00
'L
'
3
3
+
0
0
135136
S1° 53' 48.44"W
2.28
S3° 06' 04.44"E
20.28Δ=4°59'53"
L=17.45' R=200.00'
FG=136.64±
STA 1+10.12,
42.41' LT.
STA 1+20.25,
42.68' LT.
STA 1+20.52,
13.91' LT.
STA 1+11.79,
14.07' LT.STA 1+28.41,
13.92' LT.
STA 1+28.45,
14.14' RT.
STA 1+13.09,
14.09' RT.
STA 1+11.29,
16.29' RT.
FG=135.38±
FG=134.30±
FG=134.31±
130.0
132.5
135.0
137.5
140.0
130.0
132.5
135.0
137.5
140.0
1+00 1+40
8.00' VC
K=0.99
PVI STA=1+24.05
PVI EL=134.69
PV
C
S
T
A
1
+
2
0
.
0
5
EL
=
1
3
5
.
3
8
PV
T
S
T
A
1
+
2
8
.
0
5
EL
=
1
3
4
.
3
3
4.00' VC
K=0.40
PVI STA=1+08.74
PVI EL=136.76
PV
C
S
T
A
1
+
0
6
.
7
4
EL
=
1
3
6
.
7
3
PV
T
S
T
A
1
+
1
0
.
7
4
EL
=
1
3
6
.
5
9
8.50' VC
K=0.99
PVI STA=1+15.15
PVI EL=136.21
PV
C
S
T
A
1
+
1
0
.
9
0
EL
=
1
3
6
.
5
7
PV
T
S
T
A
1
+
1
9
.
4
0
EL
=
1
3
5
.
4
9
-8.50
%
-17.09%
-9.0
0
%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
47
D13
2943 LAKEVIEW BLVD. DRIVEWAY
C07
1
PLAN
SCALE: 1"=5'
PROFILE
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
EG
'L' STA.
32+56.88 =
1+00.00
ROW
2943 LAKEVIEW BLVD
LA
K
E
V
I
E
W
B
L
V
D
2926 LAKEVIEW BLVD. DRIVEWAY
C07
2
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA.
32+61.85 =
STA. 1+00.00
2926 LAKEVIEW BLVD
FG
FG
EG
MATCH EXIST
STA. 1+30.14
ELEV. = 140.47
STA. 1+00.00
STA. 1+00.00
MATCH EXIST
STA. 1+28.43
ELEV. = 134.30
ROW
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
PRESERVE &
PROTECT EXIST
BRICK WALL
STA. 1+10.50
STA. 1+09.00
PRESERVE &
PROTECT EXIST
PRIVATE WALK
PRESERVE &
PROTECT EXIST
BRICK WALL
'L' LINE
'L' LINE
MATCH EXIST
STA. 1+30.14
MATCH EXIST
STA. 1+28.43
PRESERVE & PROTECT
EXIST MAILBOX
R = 6.0'
R = 10.0'
R = 2.0'
LA
K
E
V
I
E
W
B
L
V
D
2.0'
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAILS 5
& 6 ON SHEET D03
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
1+00
137
N2° 54' 44.98"W
50.00
STA 1+10.52,
9.98' LT.
STA 1+17.08,
7.78' LT.
STA 1+17.08,
10.66' RT.
STA 1+10.63,
10.70' RT.
FG=137.54±
FG=137.45±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
8.06%
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
3.49%
1+00
1+00
N6° 23' 32.81"W
50.00
STA 1+10.37,
8.44' LT.
STA 1+13.07,
6.40' LT.
STA 1+13.09,
6.40' RT.
STA 1+10.73,
8.29' RT.
STA 1+09.92,
FG=137.78±
FG=138.02±
PLAN
SCALE: 1"=5'
PROFILE
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
EG
'L' STA. 33+34.09 = 1+00.00
ROW
2903 LAKEVIEW BLVD
L
A
K
E
V
I
E
W
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
48
D14
2903 LAKEVIEW BLVD. DRIVEWAY (W)
C07
1 2903 LAKEVIEW BLVD. DRIVEWAY (E)
C07
2
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
FG
FG
EGMATCH EXIST
STA. 1+17.08
ELEV. = 137.45
STA. 1+00.00
STA. 1+00.00
MATCH EXIST
STA. 1+13.08
ELEV. = 137.90
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
STA. 1+10.50
'L' LINE
MATCH EXIST
STA. 1+17.08
PLAN
SCALE: 1"=5'
'L' STA.
33+86.35 =
1+00.00
ROW
2903 LAKEVIEW BLVD
L
A
K
E
V
I
E
W
B
L
V
D
STA. 1+10.50
'L' LINE
MATCH EXIST
STA. 1+13.08
PROTECT
EXIST PAVER
DRIVEWAY
PROTECT
EXIST PAVER
DRIVEWAY
PRESERVE &
PROTECT EXIST
BRICK WALL
PRESERVE &
PROTECT EXIST
BRICK WALL
R = 2.0'
R = 2.0'
R = 2.0'
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
W
WWW
W
1+00
1+00
1+30
139
S10° 23' 46.53"E
30.00
R
O
E
STA 1+08.51,
13.66' LT.
STA 1+11.96,
15.85' LT.
STA 1+08.33,
23.68' LT.
STA 1+11.18,
20.55' LT.
FG=138.99±
FG=138.72±
FG=138.13±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
4.94%
W
WWW
W'
L
'
3
4
+
0
0
1+00
1+00
1+30
138
S6° 27' 43.41"E
30.00
R
O
E
15.85' LT.
STA 1+10.97,
11.66' RT.
STA 1+09.21,
11.66' RT.
FG=138.13±
FG=138.13±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
-0.11%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
49
D15
2858 LAKEVIEW BLVD. DRIVEWAY
C07
2
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 34+27.76 = STA. 1+00.00
ROW
2858 LAKEVIEW BLVD
FG
EG
STA. 1+00.00
MATCH EXIST
STA. 1+13.55
ELEV. = 138.87
PRESERVE & PROTECT
EXIST BRICK WALL
STA. 1+09.00
PRESERVE &
PROTECT EXIST
BRICK WALL
'L' LINE
MATCH EXIST
STA. 1+13.55
2896 LAKEVIEW BLVD. DRIVEWAY
C07
1
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 33+90.74 = STA. 1+00.00
ROW
2896 LAKEVIEW BLVD
FG EG
STA. 1+00.00
MATCH EXIST
STA. 1+13.10
ELEV. = 138.13
PRESERVE & PROTECT
EXIST BRICK WALL
STA. 1+09.00
PRESERVE &
PROTECT EXIST
BRICK WALL &
MAILBOX
'L' LINE
MATCH EXIST
STA. 1+13.10
PROTECT
EXIST CONC.
DRIVEWAY
REMOVE EXIST
TRENCH DRAIN
REPLACE EXIST
WATER METER BOX
(SEE SHEET C07A)
REPLACE EXIST WATER METER BOX
(SEE SHEET C07A)
PRESERVE & PROTECT
EXIST MAILBOXES
REPLACE EXIST
WATER METER BOX
(SEE SHEET C07A)
PRESERVE &
PROTECT EXIST
MAILBOXES
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03 FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
WW
'
L
'
3
4
+
0
0
1+00
1
+
4
0
1+00
140
139
141
142
138
N8° 44' 48.91"W
9.74
Δ=60°47'24"
L=5.30' R=5.00'
N52° 02' 34.75"E
24.96
STA 1+09.92,
13.05' LT.
STA 1+10.46,
9.75' LT.
STA 1+11.60,
7.49' LT.
STA 1+31.81,
5.26' LT.
STA 1+31.81,
5.07' RT.
STA 1+25.76,
5.77' RT.
STA 1+25.67,
9.53' RT.
FG=141.71±
FG=142.13±
135.0
137.5
140.0
142.5
145.0
135.0
137.5
140.0
142.5
145.0
1+00 1+40
6.00' VC
K=1.20
PVI STA=1+20.13
PVI EL=139.50
PV
C
S
T
A
1
+
1
7
.
1
3
EL
=
1
3
9
.
0
5
PV
T
S
T
A
1
+
2
3
.
1
3
EL
=
1
4
0
.
1
0
12.00
%
15.0
0
%
20.0
0
%
R
O
E
'
L
'
3
5
+
0
0
1+00
1+30
S15° 12' 48.71"E
30.00
STA 1+09.02,
13.78' LT.STA 1+13.69,
9.04' LT.
STA 1+17.15,
8.83' LT.
STA 1+15.85,
8.85' RT.
STA 1+14.25,
8.74' RT.
STA 1+09.04,
13.58' RT.
FG=139.12±
FG=139.10±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
PLAN
SCALE: 1"=5'
PROFILE
MODIFIED CURB & GUTTER
(SEE DETAIL 2 ON SHEET D01)
EG
'L' STA. 34+11.07 =
STA. 1+00.00
ROW
2851 LAKEVIEW BLVD
L
A
K
E
V
I
E
W
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
50
D16
2851 LAKEVIEW BLVD. DRIVEWAY
C07
1 2850 LAKEVIEW BLVD. DRIVEWAY
C07
2
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 34+76.39 = STA. 1+00.00
ROW
2850 LAKEVIEW BLVD
FG
FG
EG
MATCH EXIST
STA. 1+31.81
ELEV. = 141.84
STA. 1+00.00
STA. 1+00.00
MATCH EXIST
STA. 1+17.17
ELEV. = 139.09
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
STA. 1+10.50
STA. 1+09.00
'L' LINE
'L' LINE
MATCH EXIST
STA. 1+31.81
MATCH EXIST
STA. 1+17.17
PRESERVE &
PROTECT EXIST
BRICK WALL
PROTECT EXIST
TRENCH DRAIN
R = 2.0'
R = 5.0'
R = 5.0'
R = 5.0'
R = 5.0'
PRESERVE &
PROTECT EXIST
WALL
REPLACE EXIST
WATER METER BOX
(SEE SHEET C07A)
PRESERVE &
PROTECT EXIST
WALL & MAILBOX
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 6
ON SHEET D03
MODIFIED CURB &
GUTTER (SEE DETAIL
2 ON SHEET D01)
SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
WW
1+00 1+30
Δ=13°47'05"
L=19.25' R=80.00'S18° 03' 06.38"E
6.89
FG=139.05±
FG=138.91±
4.92' RT.
STA 1+14.39,
11.40' LT.
STA 1+09.18,
12.42' RT.
STA 1+14.79,
8.17' RT.
FG=139.12±
FG=139.17±
STA 1+12.93,
8.49' LT.
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
1+00
1+30
S19° 56' 15.84"E
15.47
S19° 10' 54.87"E
11.89
STA 1+08.55,
28.10' LT.
STA 1+17.60,
26.79' LT.
STA 1+08.65,
18.46' RT.
STA 1+13.69,
13.18' RT.
FG=142.30±
FG=139.00±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
51
D17
2808 LAKEVIEW BLVD. DRIVEWAY
C08
2
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 36+46.86 = STA. 1+00.00
ROW
2808 LAKEVIEW BLVD
FG EG
STA. 1+00.00
MATCH EXIST
STA. 1+14.70
ELEV. = 139.09
PRESERVE & PROTECT EXIST BRICK WALL
STA. 1+09.00
'L' LINE
MATCH EXIST
STA. 1+14.70
2812 LAKEVIEW BLVD. DRIVEWAY
C07
1
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 35+24.11 = STA. 1+00.00
ROW
2812 LAKEVIEW BLVD
FG EG
STA. 1+00.00
MATCH EXIST
STA. 1+16.92
ELEV. = 139.21
PRESERVE &
PROTECT EXIST
BRICK WALL
STA. 1+09.00
PRESERVE &
PROTECT EXIST
BRICK WALL
'L' LINE
MATCH EXIST
STA. 1+16.92
PROTECT
EXIST PAVER
DRIVEWAY
PRESERVE &
PROTECT EXIST
MAILBOX
REPLACE EXIST
WATER METER BOX
(SEE SHEET C08A)
PRESERVE & PROTECT EXIST MAILBOX
R = 5.0'
R = 2.0'
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03 SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
'L
'
3
7
+
0
0
1+00
1+40
139
S51° 44' 55.06"E
10.76
Δ=21°43'08"
L=9.48' R=25.00'
S51° 47' 51.06"E
7.92
STA 1+25.98,
6.10' LT.
STA 1+25.61,
4.93' RT.
FG=138.08±
FG=138.54±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+40
4.00' VC
K=0.44
PVI STA=1+11.01
PVI EL=139.99
PV
C
S
T
A
1
+
0
9
.
0
1
EL
=
1
3
9
.
9
5
PV
T
S
T
A
1
+
1
3
.
0
1
EL
=
1
3
9
.
8
5
6.50' VC
K=1.02
PVI STA=1+16.32
PVI EL=139.62
PV
C
S
T
A
1
+
1
3
.
0
7
EL
=
1
3
9
.
8
5
PV
T
S
T
A
1
+
1
9
.
5
7
EL
=
1
3
9
.
1
9
-7.00
%
-13
.
3
5
%
C
B
WWW1+00
1+30
S40° 13' 23.73"E
8.54 Δ=9°06'26"
L=15.90' R=100.00'
S31° 06' 57.62"E
5.57
FG=139.05±
FG=138.91±
STA 1+16.77,
4.92' RT.
STA 1+17.52,
5.45' LT.
STA 1+14.39,
11.40' LT.
FG=138.82±
135.0
137.5
140.0
135.0
137.5
140.0
1+00 1+30
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-DWY
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
DRIVEWAY DETAILS
52
D18
2796 LAKEVIEW BLVD. DRIVEWAY (E)
C08
2
L
A
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 37+07.49 = STA. 1+00.00
ROW
2796 LAKEVIEW BLVD
FG
EG
STA. 1+00.00
MATCH EXIST
STA. 1+25.83
ELEV. = 138.31
PRESERVE & PROTECT
EXIST BRICK WALL
STA. 1+09.00
'L' LINE
MATCH EXIST
STA. 1+25.83
2796 LAKEVIEW BLVD. DRIVEWAY (W)
C08
1
LA
K
E
V
I
E
W
B
L
V
D
PLAN
SCALE: 1"=5'
PROFILE
SCALE: 1"=5' HORIZ. 1"=1.25' VERT.
'L' STA. 36+71.04 = STA. 1+00.00
ROW
2796 LAKEVIEW BLVD
FG
EG
STA. 1+00.00
MATCH EXIST
STA. 1+17.71
ELEV. = 138.86
PRESERVE & PROTECT EXIST
BRICK WALL & MAILBOX
STA. 1+09.00
PRESERVE &
PROTECT EXIST
BRICK WALL
'L' LINE
MATCH EXIST
STA. 1+17.71
REPLACE EXIST
WATER METER BOX
(SEE SHEET C08A)
PRESERVE & PROTECT
EXIST BRICK WALL
SUM
M
I
T
D
R
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03
FOR DRIVEWAY SECTION
DETAILS, SEE DETAIL 5
ON SHEET D03 SHEET NOTE:
1. FOR ADDITIONAL DETAILS SEE SHEET D03.
2. ALL ELEVATIONS ARE AT FINISHED PAVEMENT
ELEVATION.
W
W
W
D
CB
CB
CB
FG=123.24
FG=123.31
FG=123.37
FG=123.19
FG=123.08
FG=123.79
FG=123.15
FG=123.26
'L' 2+
0
0
1.2%
1
.
5
%
4.6%
1
.
0
%
0.8%
0.2%
1
.
5
%
5.5%
5.7%
1
.
5
%
FG=123.16
FG=123.08
FG=123.12
FG=123.14
FG=123.83
W
E
W
FG=124.07
FG=124.15
FG=124.82
FG=124.22
'L' 5
+
0
0
1
.
5
%
1.5%
1.5%
1
.
5
%
6.7%
5.3%
1
.
5
%
FG=124.24
FG=124.15
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-RAMP
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
CURB RAMP DETAILS
53
D19
LAKEVIEW BLVD AT SOUTH SHORE BLVD - NE SIDEWALK RAMP
SCALE:1''=5'
GENERAL NOTES:
1. THE GRADE CORRECTION CURB ALONG THE BACK OF
RAMPS MAY BE ELIMINATED IF APPROVED BY THE
ENGINEER.
2. EXTEND RAMP AND SIDEWALK TRANSITION PANEL TO
NEXT SIDEWALK JOINT IF WITHIN 3' OR AS DIRECTED BY
THE ENGINEER.
3. WHEN CONSTRUCTING CURB AND GUTTER, MATCH
THE EXIST GUTTER PAN WIDTH.
4. CROSS-SLOPE CORRECTION PANELS (THOSE
DENOTED WITH A ) ARE TO BE TYPICALLY 4' IN
LENGTH, HOWEVER FINAL LENGTHS TO BE DETERMINED
BY INSPECTOR IN FIELD.
SLOPE IS GREATER THAN 8.33% & LENGTH MAXIMIZED AT 15' AS
MEASURED ALONG THE OUTSIDE RADIUS
SLOPE 1.5% MAX
SLOPE 7.5% MAX
(RAMP LENGTH 15' MAX ALONG CURB)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX SLOPE LANDING
NEW S/W PANEL TO TRANSITION TO EXIST S/W SLOPE & WIDTH,
MAX 1.5% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB
TO MATCH EXIST.
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN FROM FACE OF
CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS
(SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DET
SHT D04)
C01
1
LAKE
V
I
E
W
B
L
V
D
LAKE GROVE SWIM PARK - WEST RAMP
SCALE:1''=5'C01
2
LAKE
V
I
E
W
B
L
V
D
7.1'
5.0'
7.3'
5.0'
7.3'
5.8'
3.9'
2.0'
5.7'
1.9'
3.5'
3.0'
5.0'
R8.0'
R8.0'R5.0'
7.0'
7.0'
7.0'
M
A
T
C
H
E
X
I
S
T
CONSTRUCT CONC
SIDEWALK (TYP)
REMOVE SURFACING & RESTORE THE
DISTURBED AREA WITH MATCHING MULCH
(TYP)
MAINTAIN & PROTECT EXIST
LANDSCAPE. RESTORE WITH
MATCHING MULCH AS NEEDED.
CONSTRUCT CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01)
INSTALL INLET
(SEE SHEET C01A)
REMOVE EXIST SIGN & POST.
INSTALL NEW SIGN & POST
(SEE SHEET SS01)
INSTALL SIGN & POST
(SEE SHEET SS01)
REMOVE EXIST SIGN & POST
(SEE SHEET SS01)
REMOVE EXISTING CONCRETE
CURB
5.0'
5.0'
5.0'
10.0'
5.0'
5.0'
CONSTRUCT CONC
SIDEWALK (TYP)
CONSTRUCT CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01)
PRESERVE & PROTECT
EXIST WALL & FENCE
PEDESTRIAN ACCESS WAS CONSTRUCTED
SINCE SITE WAS SURVEYED.
ELEVATIONS MAY HAVE CHANGED.
MATCH EXISTING ELEVATIONS AT PEDESTRIAN
ACCESS.
MATCH
E
X
I
S
T
REMOVE & REPLACE WATER
METER BOX
(SEE SHEET C01A)
R5.0'
1.3'
5.8'
3.6'
61.3'
D
CB
FG=124.78
FG=124.40
FG=124.48
FG=124.83
FG=124.90
FG=124.75
FG=124.84
FG=125.63
FG=124.21
FG=124.33
FG=124.41
FG=124.51
FG=124.68
FG=124.77
FG=125.06
FG=124.58
FG=125.64
FG=125.52
1
.
5
%
4.8%
1
.
5
%
4.8%
1.3%1
.
5
%
1.3%
4.7%
4.6%
1
.
5
%
1
.
5
%
1
.
5
%
1
.
5
%
1
.
5
%
1.4%
1.4%
2.0%
2.0%
1.5%
1.5%
7.5%
7.5%
FG=124.35
WW
FG=133.24
FG=133.39
FG=133.64 FG=133.35
FG=133.38
FG=133.28
FG=133.31
1
.
4
%
1
.
5
%
5.8%
0.6%
5.7%
0.6%0.5%
1
.
4
%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-RAMP
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
CURB RAMP DETAILS
54
D20
LAKE GROVE SWIM PARK - MIDDLE RAMPS
SCALE:1''=5'
GENERAL NOTES:
1. THE GRADE CORRECTION CURB ALONG THE BACK OF
RAMPS MAY BE ELIMINATED IF APPROVED BY THE
ENGINEER.
2. EXTEND RAMP AND SIDEWALK TRANSITION PANEL TO
NEXT SIDEWALK JOINT IF WITHIN 3' OR AS DIRECTED BY
THE ENGINEER.
3. WHEN CONSTRUCTING CURB AND GUTTER, MATCH
THE EXIST GUTTER PAN WIDTH.
4. CROSS-SLOPE CORRECTION PANELS (THOSE
DENOTED WITH A ) ARE TO BE TYPICALLY 4' IN
LENGTH, HOWEVER FINAL LENGTHS TO BE DETERMINED
BY INSPECTOR IN FIELD.
SLOPE IS GREATER THAN 8.33% & LENGTH MAXIMIZED AT 15' AS
MEASURED ALONG THE OUTSIDE RADIUS
SLOPE 1.5% MAX
SLOPE 7.5% MAX
(RAMP LENGTH 15' MAX ALONG CURB)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX SLOPE LANDING
NEW S/W PANEL TO TRANSITION TO EXIST S/W SLOPE & WIDTH,
MAX 1.5% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB
TO MATCH EXIST.
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN FROM FACE OF
CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS
(SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DET
SHT D04)
1
LAKE
V
I
E
W
B
L
V
D
END OF SIDEWALK RAMP
SCALE:1''=5'
2
LAKEV
I
E
W
B
L
V
D
15.8'
15.0'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
CONSTRUCT CONC
SIDEWALK (TYP)CONSTRUCT LOW-PROFILE
MOUNTABLE CURB & GUTTER
(SEE DETAIL 3 ON SHEET D01)
MAINTAIN & PROTECT
EXIST SIGN & POST
REMOVE EXIST SIGN & POST.
INSTALL NEW SIGN & POST
(SEE SHEET SS03)
1.0'
8.0'
6.0'
8.0'
6.0'
7.5'
5.0'
7.5'
6.0'
10.5'
10.5'
6.0'
7.5'
5.0'
7.5'
CONSTRUCT CONC
SIDEWALK (TYP)
CONSTRUCT CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01)
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
PRESERVE & PROTECT
EXIST WALL
SEE SHEET D21
FOR RAISED
CROSSING DETAILS
C02 C05
MATCH EXIST ELEVATION
TRANSITION CURB LINE FROM
EXISTING TO ENSURE
PARKING CROSS SLOPES ARE
COMPLIANT
D
D
CB
D
CB
D
CB
FG=125.51
FG=125.69
FG=125.68
FG=126.24
FG=125.78
FG=125.83
FG=125.22
FG=125.67
FG=125.59
FG=125.73
FG=125.81
FG=125.95
FG=125.48
FG=125.28
FG=125.73
FG=125.93
FG=125.76
FG=125.75
FG=125.46
FG=125.59
FG=125.73
FG=125.64
FG=125.78
FG=125.59
FG=125.67
FG=125.52
7
.
5
%
2.8%
0.9%
0
.
2
%
1.4
%
1
.
5
%
2.6%
1
.
3
%
1.1%
1
.
4
%
0
.
5
%
0
.
5
%
1.4%
7.5%
1
.
3
%
1
.
5
%
2.2%
7.4%
2
.
0
%
2
.
0
%
2
.
0
%
2
.
0
%
1.4%
1.4%
1.4%
1
.
0
%
1
.
0
%
1.4%
2.5%
4.6%
1.
9
%
1
.
5
%
2
.
4
%
1
.
0
%
FG=125.67
FG=125.73
FG=125.75
D
CB W
FG=125.76
FG=125.64
FG=126.21
FG=125.84
1
.
4
%
7.1%
7.2%
FG=125.71
1.0%
1
.
5
%
FG=125.79
1.0%
1
.
5
%
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-RAMP
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
CURB RAMP DETAILS
55
D21
SWIM PARK - RAISED CONCRETE CROSSING
SCALE:1''=5'
GENERAL NOTES:
1. THE GRADE CORRECTION CURB ALONG THE BACK OF
RAMPS MAY BE ELIMINATED IF APPROVED BY THE
ENGINEER.
2. EXTEND RAMP AND SIDEWALK TRANSITION PANEL TO
NEXT SIDEWALK JOINT IF WITHIN 3' OR AS DIRECTED BY
THE ENGINEER.
3. WHEN CONSTRUCTING CURB AND GUTTER, MATCH
THE EXIST GUTTER PAN WIDTH.
4. CROSS-SLOPE CORRECTION PANELS (THOSE
DENOTED WITH A ) ARE TO BE TYPICALLY 4' IN
LENGTH, HOWEVER FINAL LENGTHS TO BE DETERMINED
BY INSPECTOR IN FIELD.
SLOPE IS GREATER THAN 8.33% & LENGTH MAXIMIZED AT 15' AS
MEASURED ALONG THE OUTSIDE RADIUS
SLOPE 1.5% MAX
SLOPE 7.5% MAX
(RAMP LENGTH 15' MAX ALONG CURB)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX SLOPE LANDING
NEW S/W PANEL TO TRANSITION TO EXIST S/W SLOPE & WIDTH,
MAX 1.5% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB
TO MATCH EXIST.
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN FROM FACE OF
CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS
(SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DET
SHT D04)
1
3.1'
4.3'
5.3'
4.0'
6.7'
7.0'
6.0'
2.1'
7.0'
6.7'
6.7'
10.0'
22.0'
22.0'
10.0'
10.0'
3.6'
5.4'
6.4'
6.0'
6.0'
6.0'
6.0'
R5.0'
5.0'
R5.0'
5.0'
3.0'
R10.4'
R10.3'
INSTALL INLET
(SEE SHEET C02A)
INSTALL SIGN & POST
(SEE SHEET SS01)
INSTALL SIGN & POST
(SEE SHEET SS01)
CONSTRUCT CONCRETE
RAISED CROSSING
(SEE DETAIL 5 ON SHEET D01)
22.0'
22.0'
6.0'
9.6'
5.0'
5.0'
10.0'
5.0'
20.5'
CONSTRUCT
CONC
SIDEWALK (TYP)
5.0'
SEE DETAIL 6 ON
SHEET D01
INSTALL INLET
(SEE SHEET C02A)
INSTALL INLET
(SEE SHEET C02A)
C02
INSTALL MANHOLE
(SEE SHEET C02A)
M
A
T
C
H
E
X
I
S
T
2.1'
LAKE GROVE SWIM PARK - EAST RAMP
SCALE:1''=5'C02
2
LAKE
V
I
E
W
B
L
V
D
6.0'
5.0'
5.0'
CONSTRUCT CONC
SIDEWALK (TYP)
CONSTRUCT CURB & GUTTER
(SEE DETAIL 1 ON SHEET D01)
PRESERVE & PROTECT
EXIST WALL & FENCE
INSTALL WATER SAMPLING
STATION
(SEE SHEET C02A)
MAINTAIN & PROTECT
EXIST LANDSCAPE.
RESTORE WITH
MATCHING MULCH AS
NEEDED.
CONSTRUCT
CURB & GUTTER
(SEE DETAIL 1 ON
SHEET D01)
REMOVE EXIST SIGN
& POST. INSTALL
SIGN & POST
(SEE SHEET SS01)
MAJOR MANHOLE
ADJUSTMENT
(SEE SHEET C02A)
INSTALL INLET
(SEE SHEET C02A)
5.0'
R2.5'
R1.0'
PLANT
SPACING EDGE OF PLANT BED OR ADJACENT PLANT
MASSING
,
SPECIFIED GROUND COVER EQUAL AREA FOR PLANT SPACING ADJUSTMENT
SET CROWN OF GROUND SPECIFIED SHRUB / CONTINUOUS - EQUALLY SPACED OUTER
COVER, 1/2 ABOVE - ROW AT EDGE OF PLANTING BED. FOLLOW
FINISH GRADE SET CROWN OF ROOTBALL 1" IN, / BEDLINE AS DELINEATED ON THE PLANTING
MULCH - 3" DEPTH ABOVE FINISH GRADE PLAN. LOCATE PLANTS ONE HALF OF
Q SPECIFIED SPACING DISTANCE FROM EDGE
FINISH GRADE MULCH - 3" DEPTH Cy OF BEDLINE, OR ADJACENT PLANT
a
FINISH GRADE
MASSING, UNLESS OTHERWISE SPECIFIED.
- ,�
BACKFILL SOIL MIXTURE '
y\/\j /\j\/\ \j\j\/ /\/ - // \// — i�v ALL PLANTS SHALL BE PLANTED AT EQUAL
/ \ J —III \\ \ \\// TRIANGULAR ON - CENTER SPACING AS
X//�/ � / /� // / / EXISTING SU BGRADE \\/\ \\/
%\\j\\j \j\\j\\j\\ \\j\\j\\j \j\\j o -III �/ j�/ BACKFILL SOIL MIXTURE SPECIFIED ON PLANTING PLAN
o SCARIFY SIDES & BOTTOM LOCATE PLANTS ONE HALF OF SPECIFIED
III III SPACING DISTANCE FROM ANY CURB,
EXISTING SUBGRADE a SIDEWALK, OR OTHER HARD SURFACE,I I I 2 X ROOTBALL DIA. UNLESS OTHERWISE SPECIFIED.
I j==1 I 1
-I I III I I a EDGE OF PAVEMENT, CURB OR OTHER
HARD SURFACE
GROUND COVER PLANTING I SHRUB PLANTING PLANT SPACING DETAIL
3 Section 2 Section Section „
0 1 2 4 NOT TO SCALE 0 3 6 12
329313_Ground Cover Planting 329333_01_Shrub Planting 329313_Plant Spacing Detail
GENERAL NOTES PLANT LEGEND
1. CONTRACTOR TO INSTALL 2" OF COMPOST (APPROX. 5 CY) AND TILL INTO NATIVE SOIL AT A SHRUBS
DEPTH OF 6" - 8".
2. QUANTITIES ARE LISTED FOR THE CONTRACTOR'S CONVENIENCE ONLY. PLANT QUANTITIES AND
LAYOUT MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO PURCHASE AND INSTALLATION. 11 Gaultheria shallon 42" O.C.
3. 3" DEPTH MEDIUM HEMLOCK MULCH SHALL BE INSTALLED IN ALL PLANTING BEDS. 0 1 GAL. SAAAL
15 Polystichum munitum 30" O.C.
1 GAL. SWORDFERN
36 Spireo japonica 'Walbumo' 30" O.C.
1 GAL. MAGIC CARPET JAPANESE SPIREA
30 Viburnum davidii 36" O.C.
3 GAL. DAVID VIBURNUM
GROUNDCOVER
80 Arctosta h los uva-ursi 18" O.C.
4" POT KINNIKINNICK
UN
S�Tr U IDF-iI u
5200 S MACADAM AVE, SUITE 210
PORTLAND, OR 97239
P 503.715.5453
CS I S TER Drawn: TP
�� 569 �d of�A Fos City of Lake Oswego WORK ORDER NO. 333 D22
r+ DAVIDJ.ELKIN Designed: Engineering Division LAKEVIEW BLVD. PLANTING DETAILS
2 025 �, g o IMPROVEMENT PROJECT
ON
o ERICA ROONEY, P.E. 56 of 78
SAE AR Checked: DE R E G CITY ENGINEER
Date \��.: Revisions: SCALE: AS SHOWN Date:November 2024 File Name: Planting Details
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
EROSION & SEDIMENT
CONTROL COVER
57
EC01
VICINITY MAP
ATTENTION EXCAVATORS:
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 OAR
952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING
503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER.
YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN
EXCAVATION. CALL 503-246-6699.
PLANNING / ENGINEERING / SURVEYING FIRM:
CITY OF LAKE OSWEGO
CONTACT: HEIKE SHIPTON
380 A AVENUE, PO BOX 369
LAKE OSWEGO, OR 97034
PHONE: 503-635-0268
PROPERTY DESCRIPTION:
PUBLIC RIGHT-OF-WAY (CLACKAMAS
COUNTY TAX CODE AREA 007-021)
LOCATED IN THE SOUTHERN 1/2 OF
SECTION 8, TOWNSHIP 2 SOUTH, RANGE 1
EAST, WILLAMETTE MERIDIAN,
CLACKAMAS COUNTY, OREGON
DEVELOPER
CONSOR
CONTACT: KELLY UHACZ
400 E MILL PLAIN BLVD, SUITE 400
VANCOUVER, WA 98660
PHONE: 360-448-4234
PROJECT LOCATION:
EXISTING SITE CONDITIONS
* THE PROJECT SITE CONSISTS OF A TWO-LANE URBAN ROAD
TRAVERSING THROUGH RESIDENTIAL DEVELOPMENT.
DEVELOPED CONDITIONS
* THE PROPOSED DEVELOPMENT FOR THE PROJECT SITE INCLUDES THE
FULL DEPTH RECONSTRUCTION AND THE GRIND/INLAY REPAIR OF
LAKEVIEW BLVD. THE PROPOSED DESIGN INCLUDES A SLIGHT ROAD
RE-ALIGNMENT, SIDEWALK IMPROVEMENTS, DRAINAGE IMPROVEMENTS,
SIGNAGE AND STRIPING, TRAFFIC CONTROL AND EROSION CONTROL.
NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED
TIME TABLE**
* CLEARING: FROM JANUARY 2025 TO MAY 2025
* MASS GRADING: FROM JANUARY 2025 TO JUNE 2025
* UTILITY INSTALLATION:FROM JANUARY 2025 TO JUNE 2025
* STREET CONSTRUCTION:FROM APRIL 2025 TO AUGUST 2025
* FINAL STABILIZATION: FROM SEPTEMBER 2025 TO NOVEMBER 2025
TOTAL SITE AREA** = 156,600 SF = 3.6 ACRES
TOTAL DISTURBED AREA** = 85,600 SF = 2.0 ACRES
**NOTE: THE CONSTRUCTION ACTIVITY ESTIMATED TIME TABLE, TOTAL
SITE AREA, AND TOTAL DISTURBED AREA ARE PROVIDED FOR
PERMITTING PURPOSES ONLY AND FOR THE EXCLUSIVE USE OF THE
REGULATORY AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.
CONTRACTOR SHALL VERIFY ALL QUANTITIES AND SCHEDULING PRIOR
TO PLACING A BID FOR THE WORK, AS NO ADDITIONAL PAYMENT WILL BE
MADE FOR DISCREPANCIES ASSOCIATED WITH USING THE QUANTITIES
OR SCHEDULE PROVIDED ON THIS PLAN.
SITE SOIL CLASSIFICATION:
THE SITE IS MADE UP OF SALEM SILT LOAM, 7 TO 12 PERCENT SLOPES
AND XEROCHREPTS-ROCK OUTCROP COMPLEX, MODERATELY STEEP.
RECEIVING WATER BODIES:
OSWEGO LAKE
303(d) IMPAIRMENT: ACIDITY, HARMFUL ALGAL BLOOMS
SPRINGBROOK CREEK
303(d) IMPAIRMENT: PHOSPHOROUS
NARRATIVE DESCRIPTIONS
A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS
BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND
SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPS WERE NOT CHOSEN BECAUSE
THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND
SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING
SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER
RELATED CONDITIONS. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE
ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED.
INITIAL
RATIONALE STATEMENT
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS
ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE
WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS,
THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN.
BMP MATRIX FOR CONSTRUCTION PHASES
REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S.
LAKEVIEW BLVD BETWEEN THE INTERSECTIONS OF
SOUTH SHORE BLVD AND UPPER DR, CLACKAMAS
COUNTY, OREGON
LATITUDE = N45.408680, LONGITUDE = W122.711331
* HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT
INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES
AND CONSTRUCTION LIMITS.
* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.
* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS.
* RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON
REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF
GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE
CONSTRUCTION SITE OR AT ANOTHER LOCATION.
PERMITTEE'S SITE INSPECTOR:
COMPANY/AGENCY:
PHONE:
FAX:
E-MAIL:
DESCRIPTION OF EXPERIENCE:
SITE CONDITION MINIMUM FREQUENCY
1. ACTIVE PERIOD
2. PRIOR TO THE SITE BECOMING INACTIVE
OR IN ANTICIPATION OF SITE
INACCESSIBILITY.
ONCE TO ENSURE THAT EROSION AND SEDIMENT
CONTROL MEASURES ARE IN WORKING ORDER.
ANY NECESSARY MAINTENANCE AND REPAIR
MUST BE MADE PRIOR TO LEAVING THE SITE.
3.INACTIVE PERIODS GREATER THAN FOURTEEN
(14) CONSECUTIVE CALENDAR DAYS.
ONCE EVERY MONTH.
4.PERIODS DURING WHICH THE SITE IS
INACCESSIBLE DUE TO INCLEMENT
WEATHER.
IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY
AT A RELEVANT AND ACCESSIBLE DISCHARGE
POINT OR DOWNSTREAM LOCATION.
WEEKLY WHEN STORMWATER RUNOFF, INCLUDING
RUNOFF FROM SNOW MELT, IS OCCURRING.
AT LEAST ONCE EVERY MONTH, REGARDLESS OF
WHETHER STORMWATER RUNOFF IS OCCURRING.
5.PERIODS DURING WHICH DISCHARGE IS
UNLIKELY DUE TO FROZEN CONDITIONS.
MONTHLY. RESUME MONITORING IMMEDIATELY
UPON MELT, OR WHEN WEATHER CONDITIONS
MAKE DISCHARGES LIKELY.
SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE.
MASS UTILITY STREET FINAL WET WEATHER
CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 31ST)
EROSION PREVENTION
PRESERVE NATURAL VEGETATION ** X X X X X X
GROUND COVER X X
HYDRAULIC APPLICATIONS X
PLASTIC SHEETING X
MATTING X X
DUST CONTROL X X X X X X
TEMPORARY/ PERMANENT SEEDING X X X X X
BUFFER ZONE ** X X X X X X
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER)** X X X X X X
SEDIMENT FENCE (INTERIOR)X X X X
STRAW SEDIMENT BARRIER, TYPE 8S X X X X
FILTER BERM X X X X
INLET PROTECTION ** X X X X X X
DEWATERING X X
SEDIMENT TRAP X X X X
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE ** X X X
X X
X X
OUTLET PROTECTION X X X X X
CHECK DAMS ** X X X X X
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE X X X X X X
HAZ WASTE MGMT X X X X X X
SPILL KIT ON-SITE X X X X X X
CONCRETE WASHOUT AREA X X X X X X
OTHER:
NATURAL BUFFER ENCROACHMENT *X *X *X *X *X *X
PROJECT
LOCATION
OSWEGO
LAKE Willamette
R
i
v
e
r
TO BE DETERMINED
ROLE WILL THE ASSIGNED TO CONTRACTOR UPON AWARD OF CONTRACT
CONTRACTOR'S EXPERIENCE SHALL COMPLY WITH DEQ
REQUIREMENTS EFFECTIVE JANUARY 1, 2020
X
X
X
X
INSPECTION FREQUENCY:
SITE MAP
OSWEGO
LAKE
LAKE
V
I
E
W
B
L
V
D
IRON
M
O
U
N
T
A
I
N
B
L
V
D
UPPE
R
D
R
LAKE GROVE AVE
BR
Y
A
N
T
R
D
SO
U
T
H
SH
O
R
E
BL
V
D
SUM
M
I
T
D
R
BOO
N
E
S
FERR
Y
R
D
LANEWOOD ST
NOT TO SCALE
NOT TO SCALE
RAIN GAUGE LOCATION:
FANNO CREEK AT DURHAM, OR - USGS 1406950
https://waterdata.usgs.gov/nwis/inventory?agency_code=USGS&site_no=14206950
ENVIRONMENTAL MANAGEMENT PLAN:
THERE ARE NO EXPECTED CONTAMINATED SOILS, GROUNDWATER OR HAZMAT
TO BE ENCOUNTERED ON-SITE DURING CONSTRUCTION. THERE ARE NO
AUTHORIZED NON-STORMWATER DISCHARGES EXPECTED NOR ACTIVE
TREATMENT SYSTEM PLANNED TO BE IMPLEMENTED AT THIS PROJECT SITE.
SUBCONTRACTOR WORK PERFORMED
'PENDING'
SUBCONTRACTOR LIST
NOTE: ALL SUBCONTRACTORS WILL BE WORKING THROUGHOUT
THE ENTIRE SITE
'PENDING'
'PENDING'
'PENDING'
'PENDING''PENDING'
'PENDING'
'PENDING'
'PENDING'
'PENDING'
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
STANDARD EROSION &
SEDIMENT CONTROL NOTES
& SHEET INDEX
58
EC02
1.COVER STOCKPILES WITH PLASTIC SHEETING DURING WET WEATHER
SEASON. FROM OCTOBER 1ST THROUGH MAY 31ST, THE WET WEATHER
EROSION PREVENTION MEASURES ARE IN EFFECT. DURING THE WET
WEATHER SEASON, ALL STOCKPILES SHALL BE COVERED WITH PLASTIC
SHEETING AND PROTECTED WITH PERIMETER CONTROL AT THE TOE OF
SLOPE. COVER/STABILIZE STOCKPILES IN SUMMER SEASON WHEN
UNWORKED FOR 14 DAYS, OR IMMEDIATELY UPON INSPECTION OF WIND
EROSION.
2.PROTECT EXPOSED SOILS WITH AN ADEQUATE GROUND COVER DURING
WET WEATHER SEASON. MULCH, STRAW, COMPOST, WOOD CHIPS, AND
PLASTIC SHEETING ARE EXAMPLES OF ACCEPTABLE GROUND COVER.
TEMPORARILY COVER EXPOSED SOILS AT THE END OF EACH DAY DURING
WET WEATHER SEASON. STABILIZE EXPOSED SOILS IN SUMMER SEASON
AND PROTECT FROM WIND EROSION.
3.PROVIDE LEAK-PROOF PANS FOR CONCRETE RINSE WATER AND MORTAR
AND MASONRY MATERIALS. CONCRETE WASH WATER, RINSE WATER,
EXPOSED AGGREGATE WASH WATER, OR ANY WATER CONTAINING
CONCRETE SEDIMENT MUST BE CONTAINED ONSITE IN LEAK PROOF
CONTAINERS. SURFACE WATER LADEN WITH CONCRETE SEDIMENT IS NOT
ALLOWED TO BE GROUND DUMPED OR WASHED/RINSED ONTO PAVEMENT
OR BARE/EXPOSED GROUND. TILE SAW AND MORTAR SLURRY MUST ALSO
BE CONTAINED IN LEAK PROOF CONTAINERS.
4.PROVIDE ADEQUATE, WELL MARKED GARBAGE CONTAINERS. GARBAGE
AND DEBRIS, INCLUDING LITTER, FOOD KDUPPERS, CONSTRUCTION
SCRAPS, AND MATERIAL PACKAGING MUST BE COLLECTED AND CONTAINED
IN SECURED GARBAGE CONTAINERS.
5.INSTALL STABILIZED CLEAN ROCK CONSTRUCTION ENTRANCE.
CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF
THE PROJECT AND MAINTAINED THROUGHOUT THE PROJECT. SINGLE
FAMILY RESIDENTIAL CONSTRUCTION ENTRANCE TO BE MINIMUM 20'
LENGTH, 1-1/2" DIAMETER CLEAN ROCK, 8" DEPTH. COMMERCIAL OR
DEVELOPMENT CONSTRUCTION ENTRANCE TO BE MINIMUM 50' LENGTH,
4"-6" DIAMETER CLEAN ROCK, 8" DEPTH.
6.MAINTAIN CLEAN AND SEDIMENT FREE CONSTRUCTION ENTRANCE
(INCLUDING THE EXISTING DRIVEWAY). DO NOT RINSE OR POWER WASH
SEDIMENT ONTO THE STREET OR INTO STORM INLETS. DRY
SWEEP/VACUUM SWEEP ANY TRACKING ON STREET SURFACES AT THE END
OF EACH WORK DAY.
7.PROVIDE STORM DRAIN INLET PROTECTION. ALL CATCH BASINS AND AREA
DRAINS THAT HAVE THE POTENTIAL TO RECEIVE RUNOFF FROM THE
CONSTRUCTION SITE MUST BE PROTECTED UNTIL PAVEMENT SURFACING IS
COMPLETED OR SITE IS STABILIZED.
8.CLEAN ALL CATCH BASINS AND CONVEYANCE LINES PRIOR TO PAVING. THE
CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO
THE STORM WATER DRAINAGE SYSTEM.
9.INSTALL TEMPORARY PAVED OR GRAVELED AREA FOR CONSTRUCTION
PARKING. DO NOT BLOCK THE CONSTRUCTION ENTRANCE WITH TRAILERS
OR MATERIAL STORAGE. RESTORE AREAS UTILIZED FOR TEMPORARY
PARKING TO PRE-CONSTRUCTION CONDITIONS, OR BETTER.
10.PROVIDE PLYWOOD OR STEEL SHEETING CONSTRUCTION PATHWAYS. LOAD
AND UNLOAD MATERIALS ON THE JOBSITE, NOT IN THE STREET. EVEN
SMALL "BOBCAT" STYLE EQUIPMENT CAN CAUSE SOIL DISTURBANCE.
INSTALL WOOD OR STEEL SHEETING ON CONSTRUCTION PATHWAYS TO
MINIMIZE SOIL DISTURBANCE AND DAMAGE TO EXISTING ROOT SYSTEMS.
11.DESIGNATE LOCATION TO STORE AND STAGE CONSTRUCTION MATERIALS.
STORAGE LOCATIONS SHOULD BE CONSTRUCTED ON GRAVEL, PLYWOOD,
PAVEMENT, OR ANOTHER HARD SURFACE. COMPOST, BARK DUST, TOPSOIL,
OR OTHER AMENDMENTS SHOULD BE STORED ON TARPS. PHASE MATERIAL
DELIVERY TO PROVIDE ADEQUATE AND SAFE WORKSPACE FOR
CONSTRUCTION CREW.
12.PROVIDE A SPILL KIT ON SITE. A SPILL KIT IS REQUIRED TO PREVENT
HAZARDOUS OR HARMFUL SUBSTANCES FROM ENTERING THE GROUND OR
SURFACE WATERS AFTER A SPILL. CREWS MUST BE TRAINED ON THE
LOCATION AND USE OF THE KIT.
13.MARK THE BOUNDARIES OF THE CLEARING LIMITS IN THE FIELD PRIOR TO
CONSTRUCTION. CONSTRUCTION LIMITS SHOWN ON THE PLAN SHALL BE
CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. LAND
DISTURBANCE IS NOT ALLOWED BEYOND FLAGGING. INSTALL PERIMETER
EROSION CONTROL AROUND ALL AREA OF WORK. PROTECT DOWNSLOPE
AREAS FROM POTENTIAL RUNOFF OR SEDIMENT USING SEDIMENT FENCING.
STRAW SEDIMENT BARRIER, TYPE 8S ARE ALLOWED ONLY IN TREE
PROTECTION ZONES.
14.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. DESIGNEE SHALL MAINTAIN COMPLIANCE WITH
WATER QUALITY REQUIREMENTS IN ACCORDANCE WITH LOC CHAPTER 52,
STATE, AND FEDERAL REGULATIONS.
15.IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL (ESC) PLAN,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF ESC MEASURES IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR UNTIL ALL
CONSTRUCTION IS COMPLETED, THE SITE HAS BEEN STABILIZED, AND
APPROVED BY THE CITY MANAGER OR HIS DESIGNEE.
16.ALL EROSION CONTROL MEASURES SHALL COMPLY WITH SPECIFICATIONS
PROVIDED IN THE "EROSION PREVENTION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL" (REVISED DECEMBER 2022), AVAILABLE AT
HTTP://WWW.CLACKAMAS.US/WES/DESIGNMANUAL.HTML
17.ESC MEASURES SHOWN ON THIS PLAN MUST BE INSTALLED PRIOR TO ANY
CLEARING OR GRADING ACTIVITIES. INSTALLATION SHALL BE COMPLETED IN
SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN
WATER DOES NOT LEAVE THE CONSTRUCTION SITE.
18.DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED
DAILY BY AN EROSION CONTROL PLAN MANAGER (SPECIFICALLY
DESIGNATED BY THE OWNER OR CONTRACTOR). ESC MEASURES ARE TO BE
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED
EFFECTIVENESS. DURING INACTIVE PERIODS, THE ESC MEASURES SHALL
BE INSPECTED EVERY 2 WEEKS OR WITHIN 24 HOURS FOLLOWING A RAIN
EVENT OF 1/2" OR GREATER.
19.STAY FAMILIAR WITH CURRENT EROSION PREVENTION AND SEDIMENT
CONTROL REQUIREMENTS. OWNER AND GENERAL CONTRACTOR ARE
RESPONSIBLE FOR KNOWING AND FOLLOWING LOCAL, STATE, AND
FEDERAL REQUIREMENTS. MOST LOCAL REGULATIONS ARE MANDATED BY
THE FEDERAL CLEAN WATER ACT; THE CITY DOES NOT HAVE AUTHORITY TO
WAIVE THESE REQUIREMENTS.
20.PROTECT EXISTING VEGETATION AND LIMIT SOIL DISTURBANCE. STABILIZE
EXPOSED SOILS AS QUICKLY AS POSSIBLE. CONSIDER THE USE OF
DEEP-ROOTED NATIVE VEGETATION TO STABILIZE EXPOSED SOILS.
21.LOCATE THE NEAREST STORM DRAIN INLETS. PROTECT INLETS WITH
NON-WOVEN FILTER INSERTS. PROPERLY DISPOSE OF ANY MATERIAL THAT
ACCUMULATES IN THE FILTER. REMOVE ALL FILTERS UPON PERMANENT
SITE STABILIZATION.
22.DO NOT RINSE ANY MATERIAL INTO THE STORM DRAIN. REMEMBER: "ONLY
RAIN GOES DOWN THE DRAIN!"
23.ALL DEWATERING DISCHARGES WILL BE TREATED USING A DISCHARGE
INLINE FILTER IN ADDITION TO INLET PROTECTION. UNFILTERED
DEWATERING DISCHARGE CANNOT BE DISPOSED OF IN THE STORM
SYSTEM.
24.PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO MINIMIZE
SEDIMENT DISCHARGED INTO THE STORM WATER DRAINAGE SYSTEM.
UNFILTERED WASH WATER CANNOT BE DISCHARGED TO THE STORM
SYSTEM.
CITY OF LAKE OSWEGO STANDARD EROSION AND SEDIMENT CONTROL NOTES
SHEET INDEX
EROSION AND SEDIMENT CONTROL PLANS
EROSION AND SEDIMENT CONTROL DETAILS
EC01 EROSION & SEDIMENT CONTROL COVER
EC02 STANDARD EROSION & SEDIMENT CONTROL NOTES
& SHEET INDEX
EC03 - EC05 EROSION & SEDIMENT CONTROL PLAN
EC06 EROSION CONTROL DETAILS
E1-01 CATCH BASIN INSERT INLET PROTECTION
E1-03 SEDIMENT FENCE
E1-04 MATTING SLOPE INSTALLATION
E1-06 CONSTRUCTION ENTRANCE
RD1010 INLET PROTECTION, TYPE 2, 3, 6, 7, 10 & 11
RD1032 SEDIMENT BARRIER, TYPE 8
RD1070 CONCRETE TRUCK WASH OUT
1.ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN
CONSTRUCTION ACTIVITIES ON SITE, AND THE AREAS OF THE SITE WHERE THE
CONTRACTOR(S) WILL ENGAGE IN CONSTRUCTION ACTIVITIES. REVISE THE LIST
AS APPROPRIATE UNTIL PERMIT COVERAGE IS TERMINATED (SECTION 4.4.C.I). IN
ADDITION, INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT
ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF
STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER
(SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION
4.4.C.II)
2.VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE
WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5)
3.INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C
PERMIT REQUIREMENTS. (SECTION 6.5.Q)
4.RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT
AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY.
(SECTION 4.7)
5.THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO
IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN
THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11)
6.THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8)
7.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE
ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL
NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9)
8.SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO
PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION.
(SECTION 2.2.2)
9.CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND
SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING
CONTROLS AND PONDING. (SECTION 2.2.3)
10.IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER
MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT
TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE
PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND
SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED,
ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1)
11.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN
AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER
GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX
USED. (SECTION 2.2.5)
12.MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN
50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4)
13.INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET
PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR
TO LAND DISTURBANCE. (SECTIONS 2.1.3)
14.CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO
MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND
STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16)
15.CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL
OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING
CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS
2.2.6 AND 2.2.13)
16.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT
AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14)
17.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES
IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES.
TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED
FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT
ACCESS ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21)
18.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER
NON-STORMWATER CONTROLS. (SECTION 2.3.7)
19.KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT
THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY
USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE
LIDS, PROVIDE EITHER (1) COVER (E.G., A TARP, PLASTIC SHEETING,
TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION,
OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE
OF POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7)
20.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING
BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND
PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN
EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING
ACTIVITIES. (SECTION 2.2.7)
21.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE
WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F)
22.CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE,
I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT
AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9)
23.ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE
NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10)
24.PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION
INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12)
25.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO
POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE,
AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE
HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID,
AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS,
FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING
COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS
2.2.15 AND 2.3)
26.PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER
SECTION 2.2.17 AND STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE
SECTION 2.2.17.A)
27.IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION
BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18)
28.PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM
PRECIPITATION AND UNCONTAMINATED GROUNDWATER SEEPAGE DUE TO
SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4)
29.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL
PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL
PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL
VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND
MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND
SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES.
(SECTION 2.3)
30.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS
NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9)
31.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION
MUST FOLLOW MANUFACTURER'S RECOMMENDATIONSTO MINIMIZE NUTRIENT
RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING
TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION
2.3.5)
32.IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION,
FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT
REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN
(INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET,
LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A
SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT
SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ
BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE
TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
(SECTION 1.2.9)
33.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS
AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING
THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR.
(SECTION 2.2)
34.AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY
SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE
IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE
SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8)
35.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD
OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION
2.1.5.B)
36.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT
REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP
REMOVAL. (SECTION 2.1.5.C)
37.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY
FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED
SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT
AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D)
38.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION
SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT
RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE
DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF
SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF
STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A)
39.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE
WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP
MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19)
40.DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES
HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR
MORE CALENDAR DAYS. (SECTION 6.5.F.)
41.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE
CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF
BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF
COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE.
(SECTION 2.2.20)
42.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL
PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS
ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED,
ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED
AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING
TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21)
STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES:
CB
CB
CB
CB
CB
W
CB
CB
W
CB
CB
CB CB CB
CB
CB
CB
CB
CB
'L' 1+00 'L' 2+00 'L' 3+00 'L' 4+00 'L' 5+00
'L' 6+00
'L' 7+00 'L' 8+00 'L' 9+00 'L' 10+00 'L' 11+00
1
2
5
124
1
2
6
127 128 128
CB
CB
CB
CB
CB CB CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
'L' 11+00 'L' 12+00 'L' 13+00 'L' 14+00 'L' 15+00 'L' 16+00 'L' 17+00 'L' 18+00 'L' 19+00 'L' 20+00 'L' 21+00
130
128 128 129129129 131 132
PLAN
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Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
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Kelly Uhacz 2024.11.19
ROW
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4361
SOUTH SHORE
BLVD
4375
SOUTH SHORE
BLVD
PACIFIC & WESTERN RAILROAD
3910
LAKEVIEW
BLVD
3800
LAKEVIEW
BLVD
EAM
EAM
KDU
EROSION & SEDIMENT
CONTROL PLAN
STA 'L' 1+00 TO STA 'L' 21+40
59
EC03
ROW
ROW
3750
LAKEVIEW
BLVD
3800
LAKEVIEW
BLVD
3796
LAKEVIEW
BLVD
3764
LAKEVIEW
BLVD
3748
LAKEVIEW
BLVD
3690
LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
ROW
ROW
3690
LAKEVIEW
BLVD
3648
LAKEVIEW
BLVD
3620
LAKEVIEW
BLVD
3600
LAKEVIEW
BLVD
3576
LAKEVIEW
BLVD
3548
LAKEVIEW
BLVD
3530
LAKEVIEW
BLVD
3512
LAKEVIEW
BLVD
3466
LAKEVIEW
BLVD
3458
LAKEVIEW
BLVD
3434
LAKEVIEW
BLVD
3406
LAKEVIEW
BLVD
3390
LAKEVIEW
BLVD
3358
LAKEVIEW
BLVD
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LAKEVIEW BLVD
SHEET NOTES:
1. CONSTRUCTION ENTRANCE AND CONCRETE
TRUCK WASHOUT LOCATIONS ASSUMED BY
ENGINEER FOR PERMITTING PURPOSES.
CONTRACTOR SHALL LOCATE AS NECESSARY
TO FACILITATE CONSTRUCTION SEQUENCING,
STAGING, AND TRAFFIC CONTROL NEEDS.
2. WORK WITHIN THE CRITICAL ROOT ZONE
REQUIRES NOTICE TO THE INSPECTOR FOR
ARBORIST SUPERVISION.
SHEET LEGEND:
CONSTRUCTION ENTRANCE
SLOPE MATTING
INLET PROTECTION
LIMITS OF WORK
SEDIMENT FENCE
TREE REMOVAL
TREE PROTECTION
SEDIMENT BARRIER, TYPE 8
CRITICAL ROOT ZONE
(SEE NOTE 2)
CONCRETE WASHOUT
1
CONSTRUCTION NOTES:
FURNISH & INSTALL CATCH BASIN
INSERT INLET PROTECTION
(SEE DETAIL E1-01)
CONSTRUCT CONSTRUCTION
ENTRANCE
(SEE DETAIL E1-06)
FURNISH & INSTALL SLOPE AND
CHANNEL MATTING
(SEE DETAIL E1-04)
FURNISH & INSTALL SEDIMENT FENCE
(SEE DETAIL E1-03)
CONSTRUCT CONCRETE WASHOUT
(SEE ODOT STD DWG RD1070)
LIMITS OF DISTURBANCE
INSTALL TREE PROTECTION
(SEE DETAIL E1-08)
FURNISH & INSTALL INLET
PROTECTION, TYPE 10 - CURB INLET
SEDIMENT DAM
(SEE ODOT STD DWG RD1010)
1
2
3
4
6
7
9
10
1 1 1
1
1
10
1
1 1 10 1
7
6
X X
X
34
3 4
3 4
34
7
2
1 1
1
1 1 1 11 1
1
9
X XX
X
9
9 9
XXX XX XXX
10
10
9 9
9
10
CB
CB
CB
CB
CB
CB
W
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
'L' 22+00 'L' 23+00 'L' 24+00 'L' 25+00 'L' 26+00 'L' 27+00 'L' 28+00 'L' 29+00
'L' 30
+
0
0
'L'
3
1
+
0
0
'L'
3
2
+
0
0
1
3
5
133
134 134 1
3
4
134134
134134
1
3
6
CB
CB
CB
CB
CB
W
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
'L'
3
1
+
0
0
'L'
3
2
+
0
0
'L' 3
3
+
0
0
'L' 34+
0
0
'L' 35+00 'L' 36+00
'L' 3
7
+
0
0
'L'
3
8
+
0
0
'L
'
3
9
+
0
0
1
4
0
1
4
5
1
5
0
1
5
5
137
138
139
139
13
9
1
4
1
1
4
2
1
4
3
1
4
4
1
4
6
1
4
7
1
4
8
1
4
9
1
5
1
1
5
2
1
5
3
1
5
4
1
5
6
1
5
7
13
5
140
13
3
13
413
6137138139
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
EROSION & SEDIMENT
CONTROL PLAN
STA 'L' 21+40 TO STA 'L' 38+60
60
EC04
3328
LAKEVIEW
BLVD
3270
LAKEVIEW
BLVD
3258
LAKEVIEW
BLVD 3232
LAKEVIEW
BLVD
3214
LAKEVIEW
BLVD
3168
LAKEVIEW
BLVD
PLAN
SCALE: 1"=40'
3142
LAKEVIEW
BLVD
PLAN
SCALE: 1"=40'
3124
LAKEVIEW
BLVD
3072
LAKEVIEW
BLVD
3050
LAKEVIEW
BLVD
GOODIN EASEMENT
3012
LAKEVIEW
BLVD
2988
LAKEVIEW
BLVD
2950
LAKEVIEW
BLVD
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
4
0
SE
E
S
H
E
E
T
E
C
0
3
MA
T
C
H
L
I
N
E
S
T
A
3
1
+
6
0
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
3
1
+
6
0
2950
LAKEVIEW
BLVD
SE
E
S
H
E
E
T
E
C
0
5
M
A
T
C
H
L
I
N
E
S
T
A
3
8
+
6
0
2936
LAKEVIEW
BLVD
2926
LAKEVIEW
BLVD
2910
LAKEVIEW
BLVD
2896
LAKEVIEW
BLVD
2858
LAKEVIEW
BLVD
2850
LAKEVIEW
BLVD
2812
LAKEVIEW
BLVD
2808
LAKEVIEW
BLVD
2738
SUMMIT
DR
2796
LAKEVIEW
BLVD
2751
SUMMIT
DR
PACIFIC & WESTERN RAILROAD
2711
LAKEVIEW
BLVD
2943
LAKEVIEW
BLVD
2903
LAKEVIEW
BLVD
2851
LAKEVIEW
BLVD
2801
LAKEVIEW
BLVD
2983
LAKEVIEW
BLVD
NO
R
T
H
NO
R
T
H
LAKEVIEW BLVD
LAKEVIEW BLVD
1
10 1
1
1
1
10
10
1
1
3
3
4
34
4
X X 4
3
4
SUMMIT
D
R
1
7
7
34
3 4
3
3 4
34
X
ROW
ROW
ROW
ROW
2
1 1 1
1 1
11
SHEET NOTES:
1. CONSTRUCTION ENTRANCE AND CONCRETE
TRUCK WASHOUT LOCATIONS ASSUMED BY
ENGINEER FOR PERMITTING PURPOSES.
CONTRACTOR SHALL LOCATE AS NECESSARY
TO FACILITATE CONSTRUCTION SEQUENCING,
STAGING, AND TRAFFIC CONTROL NEEDS.
2. WORK WITHIN THE CRITICAL ROOT ZONE
REQUIRES NOTICE TO THE INSPECTOR FOR
ARBORIST SUPERVISION.
SHEET LEGEND:
CONSTRUCTION ENTRANCE
SLOPE MATTING
INLET PROTECTION
LIMITS OF WORK
SEDIMENT FENCE
TREE REMOVAL
TREE PROTECTION
SEDIMENT BARRIER, TYPE 8
CRITICAL ROOT ZONE
(SEE NOTE 2)
CONCRETE WASHOUT
CONSTRUCTION NOTES:
FURNISH & INSTALL CATCH BASIN
INSERT INLET PROTECTION
(SEE DETAIL E1-01)
CONSTRUCT CONSTRUCTION
ENTRANCE
(SEE DETAIL E1-06)
FURNISH & INSTALL SLOPE AND
CHANNEL MATTING
(SEE DETAIL E1-04)
FURNISH & INSTALL SEDIMENT FENCE
(SEE DETAIL E1-03)
LIMITS OF DISTURBANCE
INSTALL SEDIMENT BARRIER, TYPE 8
(SEE ODOT STD DWG 1032)
INSTALL TREE PROTECTION
(SEE DETAIL E1-08)
FURNISH & INSTALL INLET
PROTECTION, TYPE 10 - CURB INLET
SEDIMENT DAM
(SEE ODOT STD DWG RD1010)
1
2
3
4
7
8
9
10
X
8
1
X
X
X
9
9 9
9
4
4
XX
3
9
9
CB
CB
CB
CB
CB
'L'
3
8
+
0
0
'L' 39+00
'L' 40+00 'L' 41+00
'L'
4
2
+
0
0
'L' 4
3
+
0
0
'L' 44+00
'L' 45+00
'L' 4
6
+
0
0
'L' 4
6
+
4
0
15
0
1
5
0
1
5
5
15
5 1601
6
0
1
5
1
15
1
1
5
2
15
2
15
3
153
15
3
15
3
1
5
4
15
4
1
5
6
15
6
15
7
15
7
15
8
158
15
9
159
161 161
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
EROSION & SEDIMENT
CONTROL PLAN
STA 'L' 38+60 TO STA 'L' 46+40
61
EC05
15847
SPRINGBROOK
CT
15821
SPRINGBROOK
CT
15815
SPRINGBROOK
CT
15773
SPRINGBROOK
CT
2711
SUMMIT
DR
15761
SPRINGBROOK
CT
PACIFIC & WESTERN RAILROAD
2750 IRON
MOUNTAIN
BLVD
PACIFIC & WESTERN RAILROAD
15944
FIR GROVE
CT
15911
FIR GROVE
CT
15885
FIR GROVE
CT
TRACT A
2757
LAKEVIEW
BLVD
2701
LAKEVIEW
BLVD
SE
E
S
H
E
E
T
E
C
0
4
MA
T
C
H
L
I
N
E
S
T
A
3
8
+
6
0
NO
R
T
H
PLAN
SCALE: 1"=40'
LAKEVIEW BLVD
7
3
34
ROW
ROW
ROW
ROW
1
SHEET NOTES:
1. CONSTRUCTION ENTRANCE AND CONCRETE
TRUCK WASHOUT LOCATIONS ASSUMED BY
ENGINEER FOR PERMITTING PURPOSES.
CONTRACTOR SHALL LOCATE AS NECESSARY
TO FACILITATE CONSTRUCTION SEQUENCING,
STAGING, AND TRAFFIC CONTROL NEEDS.
2. WORK WITHIN THE CRITICAL ROOT ZONE
REQUIRES NOTICE TO THE INSPECTOR FOR
ARBORIST SUPERVISION.
SHEET LEGEND:
CONSTRUCTION ENTRANCE
SLOPE MATTING
INLET PROTECTION
LIMITS OF WORK
SEDIMENT FENCE
TREE REMOVAL
TREE PROTECTION
SEDIMENT BARRIER, TYPE 8
CRITICAL ROOT ZONE
(SEE NOTE 2)
CONCRETE WASHOUT
CONSTRUCTION NOTES:
FURNISH & INSTALL CATCH BASIN
INSERT INLET PROTECTION
(SEE DETAIL E1-01)
FURNISH & INSTALL SLOPE AND
CHANNEL MATTING
(SEE DETAIL E1-04)
FURNISH & INSTALL SEDIMENT FENCE
(SEE DETAIL E1-03)
LIMITS OF DISTURBANCE
INSTALL TREE PROTECTION
(SEE DETAIL E1-08)
1
3
4
7
9
X
1
1
XX
9
9
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-EC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECT
REGIS T E R E D PROFES
S
I
O
N
A
L
Kelly Uhacz 2024.11.19
EAM
EAM
KDU
EROSION CONTROL DETAILS
62
EC06
E
E
'L' 1+00 'L' 2+00 'L' 3+00 'L' 4+00 'L' 5+00
C
'L' 6+00 'L' 7+00 'L' 8+00 'L' 9+00 'L' 10+00 'L' 11+00
PLAN
SCALE: 1"=20'NO
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
5
+
8
0
S
E
E
B
E
L
O
W
LAKEVIEW BLVD
SO
U
T
H
S
H
O
R
E
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
ROW
ROW
4361 SOUTH
SHORE BLVD
4375 SOUTH
SHORE BLVD
PACIFIC & WESTERN RAILROAD
3910 LAKEVIEW
BLVD
3800 LAKEVIEW
BLVD
EAM
EAM
WRA
SIGNING & STRIPING PLAN
STA 'L' 1+00 TO STA 'L' 11+00
63
SS01
PLAN
SCALE: 1"=20'N
O
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
5
+
8
0
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
1
1
+
0
0
SE
E
S
H
E
E
T
S
S
0
2
LAKEVIEW BLVD
ROW
ROW
ROW
ROW
3800 LAKEVIEW
BLVD
3800 LAKEVIEW
BLVD
3796 LAKEVIEW
BLVD
3764 LAKEVIEW
BLVD
3748 LAKEVIEW
BLVD
3690 LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
CW S ND P
ND
P
ND
HC
CW-SC
STRIPING LEGEND:
NOTE: FOR DETAILS SEE SHEETS D04 & SS06 & ODOT
STANDARD DRAWINGS TM500, TM501, TM502 TM503,
TM504, TM505, TM521, & TM530
STOP BAR
NARROW DOUBLE NO-PASS
ON-STREET PARKING
STANDARD CROSSWALK
STAGGERED CONTINENTAL CROSSWALK
SPEED BUMP
HANDICAPPED PARKING
4" WHITE LINE
SHARED LANE MARKING
S
ND
P
CW
CW-SC
SB
HC
W
SB
W
P
P
P
P
10'
11'
7'10'
7'
11'11'
10'
9'
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
EX1
EX3
EX2
P
EX11 EX12
EX12 EX15 EX16 EX12
33
ST
33
ST
32
ST
32
ST
22', TYP.
P
RX9
ST
RX7
R
7
ST
R7
ST
6
ST
SB
W
3750 LAKEVIEW
BLVD
1
ST
RX1
W
5
ST
RX5
W 8
ST
RX8
W 8
ST
RX8
ST
14
ST
RX14
W
7
ST
RX17
W 7
ST
RX17
W 7
ST
RX17
W
10
ST RX10
R
37
RX4
10
RX13
7
ST
RX19
W
SLM SLM
SLM P
SLM
SLM
SLM
SLM
SLM
SLM
CW
P
39
F
39
F
EX18
SIGNING LEGEND:
MAINTAIN AND PROTECT EXISTING SIGN (N)
AND SIGN SUPPORT
REMOVE EXISTING SIGN (N) AND SIGN
SUPPORT (M)
REMOVE EXISTING SIGN (N) ON EXISTING
SIGN SUPPORT
INSTALL NEW SIGN (N) ON EXISTING SIGN
SUPPORT
INSTALL NEW SIGN (N) AND SIGN SUPPORT
(M)
N = SIGN NUMBER
M = MATERIAL
ST = SQUARE TUBE (BLACK)
W = WOOD
R = ROUND
P = POWER POLE
F = FENCE
N
N
M
RXN
EXN
RXN
M
22', TYP.
24'24'
24'24'
22', TYP.
8'
17', MIN.
RX6
R
'L' 11+00 'L' 12+00 'L' 13+00 'L' 14+00 'L' 15+00 'L' 16+00
'L' 17+00 'L' 18+00 'L' 19+00 'L' 20+00
'L' 21+00
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGNING & STRIPING PLAN
STA 'L' 11+00 TO STA 'L' 21+40
64
SS02
PLAN
SCALE: 1"=20'
N
O
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
1
6
+
2
0
SE
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
1
1
+
0
0
SE
E
S
H
E
E
T
S
S
0
1
LAKEVIEW BLVD
ROW
ROW
PACIFIC & WESTERN RAILROAD
3690 LAKEVIEW
BLVD
3648 LAKEVIEW
BLVD
3620 LAKEVIEW
BLVD
3600 LAKEVIEW
BLVD
3576 LAKEVIEW
BLVD
3548 LAKEVIEW
BLVD
3530 LAKEVIEW
BLVD
LAKEVIEW BLVD
PACIFIC & WESTERN RAILROAD
PLAN
SCALE: 1"=20'
NO
R
T
H
M
A
T
C
H
L
I
N
E
S
T
A
1
6
+
2
0
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
4
0
SE
E
S
H
E
E
T
S
S
0
3
ROW
ROW
3512 LAKEVIEW
BLVD
3466 LAKEVIEW
BLVD
3458 LAKEVIEW
BLVD
3434 LAKEVIEW
BLVD
3406 LAKEVIEW
BLVD
3390 LAKEVIEW
BLVD
3358 LAKEVIEW
BLVD
STRIPING LEGEND:
NOTE: FOR DETAILS SEE SHEETS D04 & SS06 & ODOT
STANDARD DRAWINGS TM500, TM501, TM502 TM503,
TM504, TM505, TM521, & TM530
NARROW DOUBLE NO-PASS
SPEED BUMP
4" WHITE LINE
SHARED LANE MARKING
ND
SB
SB
ND
ND
11'
10'
11'
10'
11'
10'
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
W
W
W
3512 LAKEVIEW
BLVD
7
ST
RX19
W
7
ST
RX17
W
20
ST
RX20
ST
7
ST
RX19
WRX17
7
RX17
38
ST
38
ST
38
ST
38
ST
SLM
SLM SLM
SLM
SLM
SLM
SLM
SLM
SLM
7
P
SIGNING LEGEND:
REMOVE EXISTING SIGN (N) AND SIGN
SUPPORT (M)
REMOVE EXISTING SIGN (N) ON EXISTING
SIGN SUPPORT
INSTALL NEW SIGN (N) ON EXISTING SIGN
SUPPORT
INSTALL NEW SIGN (N) AND SIGN SUPPORT
(M)
N = SIGN NUMBER
M = MATERIAL
ST = SQUARE TUBE (BLACK)
W = WOOD
R = ROUND
P = POWER POLE
F = FENCE
N
N
M
RXN
RXN
M
E
'L' 22+00 'L' 23+00
'L' 24+00
'L' 25+00 'L' 26+00
'L' 27+00 'L' 28+00
'L' 29+00
'L' 30
+
0
0
'L'
3
1
+
0
0
'L'
3
2
+
0
0
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGNING & STRIPING PLAN
STA 'L' 21+40 TO STA 'L' 31+60
65
SS03
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
2
6
+
6
0
SE
E
B
E
L
O
W
M
A
T
C
H
L
I
N
E
S
T
A
2
1
+
4
0
S
E
E
S
H
E
E
T
S
S
0
2
LAKEVIEW BLVD
ROW
ROW
3328 LAKEVIEW
BLVD
3270 LAKEVIEW
BLVD
3258 LAKEVIEW
BLVD
3232 LAKEVIEW
BLVD
3214 LAKEVIEW
BLVD
3168 LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
PLAN
SCALE: 1"=20'
ROW
3142 LAKEVIEW
BLVD
PLAN
SCALE: 1"=20'
NO
R
T
H
MA
T
C
H
L
I
N
E
S
T
A
2
6
+
6
0
SE
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
3
1
+
6
0
SE
E
S
H
E
E
T
S
S
0
4
LAKEVIEW BLVD
ROW
ROW
3124 LAKEVIEW
BLVD
3072 LAKEVIEW
BLVD
3050 LAKEVIEW
BLVD
GOODIN EASEMENT
3012 LAKEVIEW
BLVD
PACIFIC & WESTERN RAILROAD
ROW
ROW
2988 LAKEVIEW
BLVD
2950 LAKEVIEW
BLVD
2983 LAKEVIEW
BLVD
ND
ND
SB
11'
10'
11'
10'
10'
10'
STRIPING LEGEND:
NOTE: FOR DETAILS SEE SHEETS D04 & SS06 & ODOT
STANDARD DRAWINGS TM500, TM501, TM502 TM503,
TM504, TM505, TM521, & TM530
NARROW DOUBLE NO-PASS
SPEED BUMP
4" WHITE LINE
SHARED LANE MARKING
ND
SB
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT (SEE
DETAIL 1 ON SHEET SS06)
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
EX22
EX22
EX22 EX22
EX22
EX22
RS24
W35
ST
RI24
W
W
W
W7
ST
RX19
W
RX17
RX17
RX17
38
ST
38
ST
38
ST
38
ST
RX23
SLM
SLM
SLM
SLM
SLM
SLM
SLM
SLM
SLM
RX17
3124 LAKEVIEW
BLVD
7
P
7
P
7
P
7
P
20
ST
RX20
ST
SIGNING LEGEND:
MAINTAIN AND PROTECT EXISTING SIGN (N)
AND SIGN SUPPORT
REMOVE EXISTING SIGN (N) AND SIGN
SUPPORT (M)
REMOVE EXISTING SIGN (N) ON EXISTING
SIGN SUPPORT
INSTALL NEW SIGN (N) ON EXISTING SIGN
SUPPORT
INSTALL NEW SIGN (N) AND SIGN SUPPORT
(M)
N = SIGN NUMBER
M = MATERIAL
ST = SQUARE TUBE (BLACK)
W = WOOD
R = ROUND
P = POWER POLE
F = FENCE
N
N
M
RXN
EXN
RXN
M
40
ST
'L' 32+00 'L' 33+00
'L' 34+00
'L' 35
+
0
0
'L' 3
6
+
0
0
'
L
'
3
6
+
0
0
'L'
3
7
+
0
0
'L' 38+00
'L' 39+00
'L' 40
+
0
0
'L' 41+00
0+
0
0
1
+
0
0
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGNING & STRIPING PLAN
STA 'L' 31+60 TO STA 'L' 41+60
66
SS04
PLAN
SCALE: 1"=20'
NO
R
T
H
S
E
E
B
E
L
O
W
M
A
T
C
H
L
I
N
E
S
T
A
3
6
+
4
0
MA
T
C
H
L
I
N
E
S
T
A
3
1
+
6
0
SE
E
S
H
E
E
T
S
S
0
3
LAKEVIEW BLVD
ROW
ROW
2936 LAKEVIEW
BLVD
2926 LAKEVIEW
BLVD
2910 LAKEVIEW
BLVD
2896 LAKEVIEW
BLVD
2858 LAKEVIEW
BLVD
2943 LAKEVIEW
BLVD
2903 LAKEVIEW
BLVD
2851 LAKEVIEW
BLVD
2850 LAKEVIEW
BLVD
ROW
ROW
2808 LAKEVIEW
BLVD
2812 LAKEVIEW
BLVD
PLAN
SCALE: 1"=20'
N
O
R
T
H
SEE
A
B
O
V
E
MAT
C
H
L
I
N
E
S
T
A
3
6
+
4
0
SE
E
S
H
E
E
T
S
S
0
5
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
6
0
LAKEV
I
E
W
B
L
V
D
S
U
M
M
I
T
D
R
ROW
2738 SUMMIT DR
2796 LAKEVIEW
BLVD
2711 LAKEVIEW
BLVD
2751 SUMMIT DR
15847 SPRINGBROOK CT 15821 SPRINGBROOK CT
2757 LAKEVIEW
BLVD
15815 SPRINGBROOK CT
15773 SPRINGBROOK CT
2701 LAKEVIEW
BLVD
ND
S
10'
9'
12'
11'
SLOW
OPT
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT (SEE
DETAIL 1 ON SHEET SS06)
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
R-40C
ND
RX25
W
34
ST
RX30
W
36
ST
ND
R-40C
ND
R-40C
ND
2801 LAKEVIEW
BLVD
2801 LAKEVIEW
BLVD
35
ST
EX29
ST
2
ST RX2
ST
RX26
26
RX27
27
SLM
SLM
SLM
SLM
SLM
SLM
SLM
SLM
SLM
STRIPING LEGEND:
NOTE: FOR DETAILS SEE SHEETS D04 & SS06 &
ODOT STANDARD DRAWINGS TM500, TM501, TM502
TM503, TM504, TM505, TM521, & TM530
STOP BAR
NARROW DOUBLE NO-PASS
SHARED LANE MARKING
SLOW TEXT
OPTICAL SPEED BARS
NARROW DOUBLE NO-PASS WITH
YELLOW REFLECTORS
S
ND
ND
R-40C
SLM
SLOW
OPT
EX28
P
SIGNING LEGEND:
MAINTAIN AND PROTECT EXISTING SIGN (N)
AND SIGN SUPPORT
REMOVE EXISTING SIGN (N) AND SIGN
SUPPORT (M)
REMOVE EXISTING SIGN (N) ON EXISTING
SIGN SUPPORT
INSTALL NEW SIGN (N) ON EXISTING SIGN
SUPPORT
INSTALL NEW SIGN (N) AND SIGN SUPPORT
(M)
N = SIGN NUMBER
M = MATERIAL
ST = SQUARE TUBE (BLACK)
W = WOOD
R = ROUND
P = POWER POLE
F = FENCE
N
N
M
RXN
EXN
RXN
M
41
ST
STA 35+60 TO STA 36+40
STA 36+40 TO STA 37+20
STA 37+55 TO STA 41+60
E
'L'
4
2
+
0
0
'L'
4
3
+
0
0
'L' 44+
0
0
'L' 45+00
'L' 46
+
0
0
'L' 46
+
4
0
PLAN
SCALE: 1"=20'
NO
R
T
H
SE
E
S
H
E
E
T
S
S
0
4
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
6
0
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
IR
O
N
M
O
U
N
T
A
I
N
B
L
V
D
U
P
P
E
R
D
R
ROW
ROW
ROW
15761 SPRINGBROOK CT PACIFIC & WESTERN RAILROAD
2750 IRON
MOUNTAIN BLVD
TRACT A
PACIFIC &
WESTERN
RAILROAD
15944 FIR
GROVE CT
15911 FIR
GROVE CT
15885 FIR
GROVE CT
EAM
EAM
WRA
SIGNING & STRIPING PLAN
STA 'L' 41+60 TO STA 'L' 46+40
67
SS05
STRIPING LEGEND:
NOTE: FOR DETAILS SEE SHEETS D04 & SS06 & ODOT
STANDARD DRAWINGS TM500, TM501, TM502 TM503,
TM504, TM505, TM521, & TM530
STOP BAR - LARGE
RAILROAD CROSSING
SHARED LANE MARKING
NARROW DOUBLE NO-PASS WITH
YELLOW REFLECTORS
S-2
RR
RR
RR
S-2
S-2
11'
10'
15773 SPRINGBROOK CT
INSTALL BI-DIRECTIONAL BLUE
1AR TYPE MARKER NEAR
ADJACENT FIRE HYDRANT
(SEE DETAIL 1 ON SHEET SS06)
R-40C
ND
ND
R-40C
35
ST
R-40C
ND
20
ST
RX20
W
31
ST
RX31
W
31
STRX31
R
20
STRX20
R
SLM
SLM
SLM
SLM
SLM
SIGNING LEGEND:
REMOVE EXISTING SIGN (N) AND SIGN
SUPPORT (M)
REMOVE EXISTING SIGN (N) ON EXISTING
SIGN SUPPORT
INSTALL NEW SIGN (N) AND SIGN SUPPORT
(M)
N = SIGN NUMBER
M = MATERIAL
ST = SQUARE TUBE (BLACK)
W = WOOD
R = ROUND
P = POWER POLE
F = FENCE
N
M
RXN
RXN
M
40
ST
STA 41+60 TO STA 43+10
STA 44+10 TO STA 46+00
ROW
SCALE: NTS
115'
12" WHITE THERMOPLASTIC
ADVANCED WARNING MARKING
STREET
CENTERLINE
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
1'
1.5'
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
STRIPING DETAILS
68
SS06
℄
℄
6"
UNSTRIPED
NOTE:
1. FOR STRIPED ROADWAYS BLUE MAKER SHALL BE SET 6" TO THE HYDRANT SIDE OF
THE CENTER STRIPE.
4" BLUE REFLECTOR
CENTER LINE
STRIPING 4" BLUE REFLECTOR
STRIPING NOTES:
1. WHERE DIMENSIONS DON'T MATCH AVAILABLE
PAVEMENT WIDTHS, ADJUST LANE DIMENSIONS AS
DIRECTED BY THE ENGINEER.
2. MEASUREMENT FOR ALL TRAFFIC STRIPES SHALL
BE MEASURED ALONG THE ENTIRE LENGTH OF THE
TRAFFIC STRIPE. SEE SECTION 00865 OF THE 2021
OREGON STANDARD SPECIFICATIONS FOR
CONSTRUCTION FOR SPECIFICS REGARDING THE
MEASUREMENT AND PAYMENT OF THE
LONGITUDINAL STRIPING BID ITEMS.
3. CONTRACTOR SHALL OBTAIN ENGINEER
APPROVAL OF STRIPING LAYOUT 24 HOURS BEFORE
STRIPING.
4. CONTRACTOR SHALL WORK WITH ENGINEER ON
LAYOUT OF STRIPING. ALL STRIPING LAYOUT MUST
BE SPECIFICALLY APPROVED BY ENGINEER BEFORE
STRIPING WORK STARTS.
5. INSTALL BI-DIRECTIONAL BLUE TYPE 1AR
PAVEMENT MARKERS ADJACENT TO ALL FIRE
HYDRANTS 6" OFF OF STRIPED OR STREET
CENTERLINE ON HYDRANT SIDE.
6. ALL LEGENDS, ARROWS AND BARS SHALL BE
METHYL METHACRYLATE (MMA), TYPE D UNLESS
OTHERWISE DIRECTED.
7. ALL LONGITUDINAL MARKINGS SHALL BE
THERMOPLASTIC, EXTRUDED, SURFACE,
NON-PROFILED UNLESS OTHERWISE APPROVED OR
SHOWN.
VARIES
VARIES
HYDRANT
-
1
SCALE: NTS
BI-DIRECTIONAL BLUE 1AR TYPE MARKER
HYDRANT
Install per Standard Drawing TM530
STOP BAR
1' WHITE BAR
1'
LL
4" WHITE LINE
L For traversable medianL
For CenterlineLL
4" space
NARROW DOUBLE NO-PASS
TWO 4" YELLOW LINES
(thru traffic side )
12"
12"
ON-STREET PARKING DETAIL (white)
12"
24"24"
4" white lines
End Marking
9'
MIN
9'
MIN8'LANE
WIDTH
Install per ODOT Rail Crossing Order or as shown.
Sign W10-1
For letter proportion details, see current version of Standard Highway Signs
2'
20'
6'
25'25'
16"
2'
2'
Var.
See
TM505
RAILROAD CROSSING (white)
STANDARD CROSSWALK
TWO 1' WHITE BARS
9'
3' min. to 5' max.
(adjust spacing
to miss wheel tracks)
Install per Standard Drawing TM530 Install per Standard Drawing TM530
STAGGERED CONTINENTAL CROSSWALK
2' WHITE BARS
Varies
2'
Varies190.16
190.16
1'
1'
10' measured from inside of
marking to inside of marking
DISABLED PARKING DETAIL (white)
17'
36°
(Typ.)
Wheel Stop
8'
9'
4" white line
Ac
c
e
s
s
i
b
l
e
Ro
u
t
e
4"
w
h
i
t
e
l
i
n
e
4" white line
2' (Typ.)
3' 5"
3'
SS06
2
SCALE: NTS
OPTICAL SPEED BAR DETAIL
SLOW (white)
For letter proportion details, see current version of Standard Highway Signs
Center marking within lane width
8'
6'
4" Space
40'40'
LL
NARROW DOUBLE YELLOW POSITIONING
GUIDE REFLECTORS WITH TWO 4" YELLOW
4" Yellow
Bi-Directional
Type I Reflector
LINES
S
WND
P
RR HC
CW CW-SC
SLOW
ND
R-40C
STOP BAR - LARGE
2' WHITE BAR
Install per Standard Drawing TM530
2'S-2
4"
6'
4"4"
SHARED LANE MARKING (white)
For proportion details, see current version of Standard Highway SignsCenter marking within lane width or as shown
3' 4"3' 4"
3' 6"
9' 4"SLM
STRIPED
SPEED
25
Sign No. 3 Sign No. 4 Sign No. Sign No. 6
Sign No. 18 Sign No. 19 Sign No. 20Sign No. 12Sign No. 11 Sign No. 13
Notes
1.Existing signs shown with dashed Eorders.
Sign No. 14
Sign No. 2
Sign No. 21
Sign No. 22 Sign No. 23 Sign No. 24 Sign No. 28
IN FRONT
OF GATE
Lake Grove Park Parking Only
11:00am - 8:00pm daily
June - August
OPEN TO RESIDENTS OF
LAKE GROVE PARK DISTRICT
ENTRY WITH PARK PASS ONLY
LAKE GROVE SWIM PARK
HOURS
WEEKDAYS NOON TO 8 PM
WEEKENDS NOON TO 8 PM
CLOSED DURING SCHOOL YEAR
DIAGONAL
PARKING
ONLY
Easement 15
MPH
2
2a
6
6a
WEIGHT LIMIT
5-7 AXLES 28T
WEIGHT LIMIT
5-7 AXLES 28T 15
MPH
30
30a
R R
SPEED
25
Sign No. 29
PRIVATE PROPERTY
PARKING
FOR MEMBERS OF
GOODIN
EASEMENT
ONLY
BUMPS
Sign No. 30
ON
Sign No. 31
PATHWAY
Sign No. 36
ON
PATHWAY
Sign No. 32
ON
PATHWAY
Sign No. 33
NODUMPING
CITY OF
LAKE
OSWEGO
L.O.C.34.02.035
Sign No. 34
ANY TIME
2 PARKINGHR
9:00 AM
TO 5:00 PM
Sign No. 2Sign No. 26
Sign No. 3
ANY TIME
2 PARKINGHR
9:00 AM
TO 5:00 PM
Sign No. 1
ALL WAY
1
1a
Sign No. 16
W16-7P
Sign No. 1
AHEAD
BUMP 10
MPH
34
34a
24x24
W13-1P 10
MPH
36
36a
24x24
W13-1P
Sign No. 1
Sign No. 2
ALL UNAUTHORIZED VEHICLES
AND BOAT TRAILERS WILL BE
TOWED AT OWNERS EXPENSE
BEAVERTON
TOWING
ANGLE PARK
503.644.3533
ORS 98.810
Goodin
W1-1L W1-1R
36x3636x36
24x1224x12
W11-2
30x30
W11-2
30x30
Sign No. 3
ANY
TIME
NO
PARKING R7-1
R7-21
R7-21
Sign No. 38
SPEED
HUMP W17-1
36x36
12x18
12x18
12x18
24x24
R5-2
R2-1
24x30
R1-1
30x30
R3-1P
18x6
R1-1
30x30
R2-1
24x30
33
33a
32
32a
W10-1
36" dia.
Sign No. Sign No. 8 Sign No. 9 Sign No. 10
ANY
TIME
NO
PARKING R7-1
12x18
ANY
TIME
NO
PARKING R7-1
12x18
2 PARKINGHR
9:00 AM
TO 5:00 PM
R7-108
12x18 ANY TIME
RESERVED
PARKING R7-8
12x18
Sign No. 39 Sign No. 40
ROAD
NARROWSW5-1
36x36
Sign No. 41
OM3-R
12x36
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGNING DETAILS
69
SS07
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGN & POST DATA TABLE
70
SS08
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-ST
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
SIGN & POST DATA TABLE
71
SS09
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00
24+00
25+00
26+00
27+00
28+00 29+00
30+
0
0
31
+
0
0
32
+
0
0
33+
0
0
34+
0
0
35+00 36+00
37+0
0
38+
0
0
39
+
0
0
40
+
0
0
41
+
0
0
42+
0
0
43+
0
0
44
+
0
0
45
+
0
0
46
+
0
0
46
+
4
0
IRON
MOUNT
A
I
N
BLVD
PLAN
SCALE: 1"=130'NO
R
T
H
LAKEVIEW BLVD
SO
U
T
H
SH
O
R
E
B
L
V
D
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC01
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
NMH
NMH
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
72
TC01
UPPE
R
D
R
LEGEND
STAGE 1 CONSTRUCTION ZONE
STAGE 2 CONSTRUCTION ZONE
STAGE 3 CONSTRUCTION ZONE
STAGE 4 CONSTRUCTION ZONE
STAGE 1
SEGMENTS 1, 2, & 3:
1-WAY EASTBOUND TRAFFIC.
CLOSED WESTBOUND DIRECTION
STAGE 2
SEGMENTS 1, 2, & 3:
1-WAY EASTBOUND TRAFFIC.
CLOSED WESTBOUND DIRECTION
STAGE 3
SEGMENTS 1, 2, & 3:
2-WAY TRAFFIC
SEGMENT 4:
CLOSED TO TRAFFIC
STAGE 4
SEGMENTS 1, 2, 3, & 4:
UNDER FLAGGED OPERATION
SEGMENT 1 SEGMENT 2
SE
G
M
E
N
T
3
SE
G
M
E
N
T
4
SUMMIT DR
STAGING PLAN
NOTES:
1. ALL TRAFFIC CONTROL PLAN DETOUR ROUTES MUST BE
APPROVED BY THE ENGINEER PRIOR TO ANY ROAD CLOSURE.
2. COORDINATE PORTABLE CHANGEABLE MESSAGE SIGN
PLACEMENT AND MESSAGE WITH ENGINEER PRIOR TO
PLACEMENT.
3. OBTAIN CITY TRAFFIC CONTROL PLAN PERMIT PRIOR TO
TRAFFIC CONTROL PLAN SIGN/PORTABLE CHANGEABLE
MESSAGE SIGN PLACEMENT.
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
73
TC02
PLAN
SCALE: 1"=300'NO
R
T
H
LAKEVIEW BLVD
S
O
U
T
H
S
H
O
R
E
B
L
V
D
OSWEGO LAKE
IRON M
O
U
N
T
A
I
N
B
L
V
D
UPPE
R
D
R
BOONE
S
F
E
R
R
Y
R
D
SUMMIT
D
R
BR
Y
A
N
T
R
D
PORTABLE
CHANGEABLE
MESSAGE SIGN
PORTABLE CHANGEABLE
MESSAGE SIGNPORTABLE CHANGEABLE
MESSAGE SIGN
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD CLOSED
TO WESTBOUND TRAFFIC
USE ALT ROUTE
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
AHEAD
LAKEVIEW BLVD
DETOUR
AHEAD
LAKEVIEW BLVD
DETOUR
AHEAD
DETOUR
BLVD
WESTBOUND
LAKEVIEW
BLVD
WESTBOUND
LAKEVIEW
GENERAL NOTES
1.LAKEVIEW BLVD CLOSED TO WESTBOUND TRAFFIC FROM SOUTH SHORE BLVD TO
UPPER DR. WESTBOUND TRAFFIC DETOURED VIA UPPER DR TO BRYANT RD.
2.PORTABLE CHANGEABLE MESSAGE SIGN BOARDS SHALL BE SET UP AT LEAST 7
DAYS PRIOR TO WORK COMMENCING ON-SITE.
3.SEE ODOT STD DWG TM800 FOR SIGN SPACING.
4.COORDINATE LOCATIONS FOR PROJECT SIGNS. INSTALL PROJECT INFORMATION
SIGNS 7 DAYS PRIOR TO WORK COMMENCING ON-SITE.
STAGES 1 & 2 DETOUR ADVANCED SIGNING PLAN: LAKEVIEW BLVD CLOSED TO WESTBOUND TRAFFIC
LEGEND
STAGE 1 CONSTRUCTION ZONE
STAGE 2 CONSTRUCTION ZONE
DETOUR ROUTE
LAKEVIEW BLVD
DETOUR
DETOUR
PORTABLE CHANGEABLE
MESSAGE SIGN
LAKEVIEW BLVD
END DETOUR
LAKEVIEW BLVD
CONSTRUCTION AHEAD
USE ALT ROUTE
LAKEVIEW BLVD CLOSED
TO WESTBOUND TRAFFIC
USE ALT ROUTE
LAKEVIEW BLVD CLOSED
TO WESTBOUND TRAFFIC
USE ALT ROUTE ROAD
WORK
AHEAD
LAKEVIEW BLVD
LAKEVIEW BLVD
ROAD
CLOSED
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
PROJECT INFORMATION
SIGN
PROJECT INFORMATION
SIGN
PROJECT INFORMATION SIGN PROJECT
INFORMATION
SIGN
PROJECT INFORMATION SIGN
WRONG
WAY
WRONG
WAY
DETOUR
LAKEVIEW BLVD
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
74
TC03
PLAN
SCALE: 1"=300'NO
R
T
H
DETOUR
LAKEVIEW BLVD
LAKEVIEW BLVD
DETOUR
AHEAD
DETOUR
LAKEVIEW BLVD
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
GENERAL NOTES
1.LAKEVIEW BLVD CLOSED TO TRAFFIC FROM SUMMIT DR TO UPPER DR.
WESTBOUND TRAFFIC DETOURED VIA UPPER DR TO BRYANT RD. EASTBOUND
TRAFFIC DETOURED VIA LAKEVIEW BLVD TO SUMMIT DR.
2.FOR ROAD CLOSURE DETAILS NOT SHOWN, SEE ODOT STD DWG TM840.
3.PORTABLE CHANGEABLE MESSAGE SIGN BOARDS SHALL BE SET UP AT LEAST 7
DAYS PRIOR TO WORK COMMENCING ON-SITE.
4.SEE ODOT STD DWG TM800 FOR SIGN SPACING.
5.COORDINATE LOCATIONS FOR PROJECT SIGNS. INSTALL PROJECT INFORMATION
SIGN 7 DAYS PRIOR TO WORK COMMENCING ON-SITE.
STAGE 3 DETOUR ADVANCED SIGNING PLAN: LAKEVIEW BLVD CLOSED FROM SUMMIT DR TO UPPER DR
LEGEND
STAGE 3 CONSTRUCTION ZONE
DETOUR ROUTE
LAKEVIEW BLVD
S
O
U
T
H
S
H
O
R
E
B
L
V
D
OSWEGO LAKE
UPPE
R
D
R
BOONE
S
F
E
R
R
Y
R
D
SUMMIT
D
R
BR
Y
A
N
T
R
D
PORTABLE
CHANGEABLE
MESSAGE SIGN
PORTABLE CHANGEABLE
MESSAGE SIGN
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD CLOSED
TO EASTBOUND TRAFFIC
USE ALT ROUTE
DETOUR
LAKEVIEW BLVD
LAKEVIEW BLVD
DETOUR
AHEAD
LAKEVIEW BLVD
DETOUR
AHEAD
DETOUR
BLVD
WESTBOUND
LAKEVIEW
BLVD
WESTBOUND
LAKEVIEW
LAKEVIEW BLVD
DETOUR
DETOUR
LAKEVIEW BLVD
END DETOUR
LAKEVIEW BLVD CLOSED
TO WESTBOUND TRAFFIC
USE ALT ROUTE
LAKEVIEW BLVD CLOSED
TO WESTBOUND TRAFFIC
USE ALT ROUTE
ROAD
WORK
AHEAD
LAKEVIEW BLVD
LAKEVIEW BLVD
END DETOUR
DETOUR
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
LAKEVIEW BLVD
END DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
LAKEVIEW BLVD
DETOUR
AHEAD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
PORTABLE
CHANGEABLE
MESSAGE SIGN
PORTABLE CHANGEABLE
MESSAGE SIGN
LAKEVIEW BLVD
CONSTRUCTION AHEAD
USE ALT ROUTE
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
IRON M
O
U
N
T
A
I
N
B
L
V
D
PROJECT INFORMATION
SIGN
PROJECT INFORMATION
SIGN
PROJECT INFORMATION SIGN
PROJECT
INFORMATION
SIGN
PROJECT INFORMATION SIGN
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
75
TC04
PLAN
SCALE: 1"=300'NO
R
T
H
LAKEVIEW BLVD
S
O
U
T
H
S
H
O
R
E
B
L
V
D
OSWEGO LAKE
IRON M
O
U
N
T
A
I
N
B
L
V
D
UPPE
R
D
R
BOONE
S
F
E
R
R
Y
R
D
SUMMIT
D
R
BR
Y
A
N
T
R
D
PORTABLE CHANGEABLE
MESSAGE SIGN
GENERAL NOTES
1.LAKEVIEW BLVD UNDER FLAGGED CONDITIONS FROM SOUTH SHORE BLVD TO
UPPER DR. ALTERNATING ONE LANE CLOSURE, AS NEEDED.
2.PORTABLE CHANGEABLE MESSAGE SIGN BOARDS SHALL BE SET UP AT LEAST 7
DAYS PRIOR TO WORK COMMENCING ON-SITE.
3.SEE ODOT STD DWG TM800 FOR SIGN SPACING.
4.COORDINATE LOCATIONS FOR PROJECT SIGNS. INSTALL PROJECT INFORMATION
SIGNS 7 DAYS PRIOR TO WORK COMMENCING ON-SITE.
STAGE 4 DETOUR ADVANCED SIGNING PLAN: LAKEVIEW BLVD UNDER FLAGGED CONDITIONS FROM SOUTH SHORE BLVD TO UPPER DR
LEGEND
STAGE 4 CONSTRUCTION ZONE
DETOUR ROUTE
ROAD
WORK
AHEAD
LAKEVIEW BLVD
PORTABLE
CHANGEABLE
MESSAGE SIGN
PORTABLE CHANGEABLE
MESSAGE SIGNPORTABLE CHANGEABLE
MESSAGE SIGN
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
ROAD
WORK
AHEAD
LAKEVIEW BLVD
PROJECT INFORMATION
SIGN
PROJECT INFORMATION
SIGN
PROJECT INFORMATION SIGN PROJECT
INFORMATION
SIGN
PROJECT INFORMATION SIGN
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
76
TC05
PLAN
SCALE: 1"=300'NO
R
T
H
LAKEVIEW BLVD
OSWEGO LAKE
IRON
MOUNTAIN
BLVD
UPPE
R
D
R
SUMMIT
D
R
SOU
T
H
S
H
O
R
E
B
L
V
D
BR
Y
A
N
T
R
D
BOONE
S
F
E
R
R
Y
R
D
STAGES 1 & 2
6
ABRUPT
EDGE
CW21-7
30X30
ROAD WORK
END G20-2
36X18
R11-2
48X30
ROAD
CLOSED
1
SCALE: NTS
TEMPORARY TYPE 3 BARRICADE
1
3
3
3
3
6
6
1
6
6
LEGEND
STAGE 1 CONSTRUCTION ZONE
STAGE 2 CONSTRUCTION ZONE
1. MAINTAIN PEDESTRIAN ACCESS, AND LOCAL ACCESS TRAFFIC DURING
CONSTRUCTION ACTIVITIES, WHERE NOTED.
2. MAINTAIN DRIVEWAY ACCESS. COORDINATE WITH OWNER TO CLOSE A SINGLE
ACCESS DRIVEWAY AS NEEDED.
WORK LIMITATIONS:
1. PLACE ADDITIONAL SIGNS AS DIRECTED. COVER EXISTING SIGNS THAT CONFLICT
WITH CONSTRUCTION SIGNAGE.
2. TO BE ACCOMPANIED BY ODOT STANDARD DRAWINGS TM8220, TM821, TM822,
TM840, TM844, TM845, TM850, & TM855.
3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT STANDARD
DRAWING NO. TM800.
4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE
CONSTRUCTION.
GENERAL NOTES
STAGES 1 & 2 CONSTRUCTION
1. LAKEVIEW BLVD CLOSED TO WESTBOUND TRAFFIC FROM SOUTH SHORE BLVD TO
UPPER DR. WESTBOUND TRAFFIC DETOURED VIA UPPER DR TO BRYANT RD.
2. STAGE 1 WORK:
A. SEGMENT 1: STORMWATER, CONCRETE CURBS, SIDEWALK, ADA CURB RAMPS,
RAISED CONCRETE CROSSING, DRIVEWAYS, & PAVING
B. SEGMENTS 2 & 3, NORTH SIDE: STORMWATER, CONCRETE CURBS, SIDEWALK,
ADA CURB RAMPS, DRIVEWAYS, FULL-DEPTH RECONSTRUCTION, & BASE COURSE
PAVING
3. STAGE 2 WORK:
A. SEGMENTS 2 & 3, SOUTH SIDE: STORMWATER, CONCRETE CURBS,
DRIVEWAYS, GUARDRAIL, FULL-DEPTH RECONSTRUCTION, & BASE COURSE
PAVING
4
RIGHT
ROAD
WORK
AHEAD
W20-1
30X30
3 54
ABRUPT
EDGE
CW21-7
30X30
LEFT
ROAD CLOSED
LOCAL ACCESS ONLY
TO THRU TRAFFIC R11-3
60X30
2
SCALE: NTS
TEMPORARY TYPE 3 BARRICADE
5
2
2
CW21-8A
30X18
CW21-8A
30X18
3
100'±
100'±
3
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
77
TC06
PLAN
SCALE: 1"=300'NO
R
T
H
LAKEVIEW BLVD
OSWEGO LAKE
IRON MOUNTAIN BLVD
UPPE
R
D
R
SUMMIT
D
R
ROAD
WORK
AHEAD
W20-1
30X30
ROAD WORK
END G20-2
36X18
3
65
R11-2
48X30
ROAD
CLOSED
1
SCALE: NTS
TEMPORARY TYPE 3 BARRICADE
4
ROAD
CLOSED
1000 FT
W20-3
30X30
ROAD
CLOSED
500 FT
W20-3
30X30
ROAD CLOSED
LOCAL ACCESS ONLY
TO THRU TRAFFIC R11-3
60X30
2
SCALE: NTS
TEMPORARY TYPE 3 BARRICADE
SO
U
T
H
SH
O
R
E
B
L
V
D
1
4
5
6
6
6
2
STAGE 3
LEGEND
STAGE 3 CONSTRUCTION ZONE
1. MAINTAIN PEDESTRIAN ACCESS, AND LOCAL ACCESS TRAFFIC DURING
CONSTRUCTION ACTIVITIES, WHERE NOTED.
2. MAINTAIN DRIVEWAY ACCESS. COORDINATE WITH OWNER TO CLOSE A SINGLE
ACCESS DRIVEWAY AS NEEDED.
3. COORDINATE CLOSURE WINDOW, SUPPORT AND RAILROAD FLAGGING WITH
RAILROAD, AS NEEDED.
WORK LIMITATIONS:
1. PLACE ADDITIONAL SIGNS AS DIRECTED. COVER EXISTING SIGNS THAT CONFLICT
WITH CONSTRUCTION SIGNAGE.
2. TO BE ACCOMPANIED BY ODOT STANDARD DRAWINGS TM8220, TM821, TM822,
TM840, TM844, TM845, TM850, & TM855.
3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT STANDARD
DRAWING NO. TM800.
4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE
CONSTRUCTION.
GENERAL NOTES
STAGE 3 CONSTRUCTION
1. LAKEVIEW BLVD CLOSED TO TRAFFIC FROM SUMMIT DR. TO UPPER DR. WESTBOUND
TRAFFIC DETOURED VIA UPPER DR TO BRYANT RD. EASTBOUND TRAFIC DETOURED
VIA LAKEVIEW BLVD TO SUMMIT DR.
2. STAGE 3 WORK:
A. SEGMENT 4: RAILROAD CROSSING IMPROVEMENTS (BY OTHERS),
STORMWATER, CONCRETE CURBS, FULL-DEPTH PAVEMENT REPAIRS, & PAVING
1
500'±
500'±
3
2
2
3
100'±
100'±
3
3
3
3
6
Date: November 2024 File Name:Date No.:Revisions:
Drawn:
Designed:
Checked:
SCALE: AS SHOWN 17-4832-OR-TC
of 78
City of Lake Oswego
Engineering Division
ERICA ROONEY, P.E.
CITY ENGINEER
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
WORK ORDER NO. 333
LAKEVIEW BLVD.
IMPROVEMENT PROJECTWilliam Ray Adams III 2024.11.19
EAM
EAM
WRA
TEMPORARY TRAFFIC
CONTROL PLANS
78
TC07
PLAN
SCALE: 1"=300'NO
R
T
H
LAKEVIEW BLVD
SOU
T
H
SHO
R
E
BLV
D
OSWEGO LAKE
IRON
MOUNTAIN
BLVD
UPPE
R
D
R
BOONE
S
F
E
R
R
Y
R
D
SUMMIT
D
R
BR
Y
A
N
T
R
D
ROAD
WORK
AHEAD
W20-1
30X30
ROAD WORK
END G20-2
36X18
1 2
BE
PREPARED
TO STOP
W3-4
30X30
3
W20-7
30X30
1
22
2
3
3
3
5
4
4
6
STAGE 4
LEGEND
STAGE 4 CONSTRUCTION ZONE
1. MAINTAIN PEDESTRIAN ACCESS, AND LOCAL ACCESS TRAFFIC DURING
CONSTRUCTION ACTIVITIES, WHERE NOTED.
2. MAINTAIN DRIVEWAY ACCESS. COORDINATE WITH OWNER TO CLOSE A SINGLE
ACCESS DRIVEWAY AS NEEDED.
3. COORDINATE RAILROAD FLAGGING WITH RAILROAD, AS NEEDED.
WORK LIMITATIONS:
1. PLACE ADDITIONAL SIGNS AS DIRECTED. COVER EXISTING SIGNS THAT CONFLICT
WITH CONSTRUCTION SIGNAGE.
2. TO BE ACCOMPANIED BY ODOT STANDARD DRAWINGS TM8220, TM821, TM822,
TM840, TM844, TM845, TM850, & TM855.
3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT STANDARD
DRAWING NO. TM800.
4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE
CONSTRUCTION.
GENERAL NOTES
STAGE 4 CONSTRUCTION
1. LAKEVIEW BLVD UNDER FLAGGED CONDITIONS FROM SOUTH SHORE BLVD TO
SUMMIT DR. ALTERNATING ONE LANE CLOSURE, AS NEEDED.
2. STAGE 4 WORK:
A. SEGMENT 1: ROADSIDE RESTORATION, SIGNING, & STRIPING
B. SEGMENT 2: TOP LIFT PAVING, SPEED HUMPS, ROADSIDE RESTORATION,
SIGNING, & STRIPING
C. SEGMENT 3: TOP LIFT PAVING, ROADSIDE RESTORATION, SIGNING, &
STRIPING
D. SEGMENT 4: ROADSIDE RESTORATION, SIGNING, & STRIPING
6
ABRUPT
EDGE
CW21-7
30X30
RIGHT
5
ABRUPT
EDGE
CW21-7
30X30
LEFT
CW21-8A
30X18
CW21-8A
30X18
5
1
4
1
100'±
100'±
100'±100'±
100'±100'±
3
1
6
6
2
1
100'±100'±
2 3
100'±100'±
RD100
MAILBOX SUPPORT
R
D
1
0
0
.
d
g
n
N/A
"2
14 "2
14
"2
14 "2
14
Adaptor plate
"16
11
"414
(14 ga.)
ADAPTOR PLATE
1
0
"
MAILBOX LOCATION
(ft)
SUPPORT
SINGLE
(ft)
SUPPORT
MULTIPLE
** Use if conditions are severe.
* Use 2'-6" with size 2 mailbox.
A.C.
Through new or existing
surfacing & subgrade
Through new rock
material
Through well consolidated
or freeze/thaw conditions.
subject to saturated soil
surfacing & subgrade,
Through new rock
2'-0"2'-0"
2'-0" *2'-6"
2'-6"conc. collar
2'-0"
conc. collar
2'-6"/
conc. collar
2'-0"/ **
2'-6"
TABLE A
V-LOC POST ANCHOR USE CHART
"
1
6
7
" rad. ±2
14
box
Newspaper
travel of vehicle
Direction of
(See general note 4)
Concrete collar
" rad. ±2
14
See Detail B
5" rad. ±
post anchor
V-Loc
required
Field drill as
(1 each wing)
" dia. hole4
3
1" (Typ.)
1
"
"2
14'-7
9"9"
9"9"
5
"
2
'
-
0
"
o
r
2
'
-
6
"
(
S
e
e
g
e
n
e
r
a
l
n
o
t
e
8
)
H
1
'
-
6
"
9" R.
post anchor
V-Loc
(0.083" wall thkn.)
support frame.
formed tube
2" O.D. thin wall
"4
1"x2
1"x22
12
Angle leg
Wedge
2
'
-
0
"
o
r
2
'
-
6
"
of vehicle
Direction of travel
Angle leg
screw
self tapping
"8
3#14x
Finish grade
post anchor
V-Loc
(See general note 4)
Concrete collar
(See gen. note 7)
supplied w/box
Angle bracket
box
Newspaper
note 4)
(See general
Concrete collar
washers
hex-nuts, & lock
U-clamp w/saddle,
" galv.8
7" dia. x14
1
notes 1 & 2)
(Also see general
See Detail A
(0.083" wall thkn.)
tube support frame.
2" O.D. thin wall
post anchor
V-Loc
as req.
Field drill
(1 each wing)
" dia. hole4
3
concrete collar)
anchor is used with
2'-0" V-Loc post
(Omit hoop when
#3 hoop
"4
1"x2
1"x22
12
Angle leg
note 4)
(See general
Concrete collar
1" (Typ.)
5
"
9" rad.
(
S
e
e
g
e
n
e
r
a
l
n
o
t
e
8
)
H
) mailboxes or 4 large (Size 2) mailboxes) 2
1(Supports 5 standard (Sizes 1 & 1
"16
51
8"
"16
94
3
""219
" t
o
8"
2
1
Var.
6
"8
54
"1
6
53
"852
"812
"16
51
"32
11
"
1
6
3
"1
6
7
"8
7
"167
"2
1
" rad.
163
"43 "85
" Typ.
1611"
4
3
"2
1
1
1
when specified
Alternate bolt location
" O.D.x5"16
131
Pipe swaged to
w/locking nut
" galv. bolt2
1" dia. x216
5
nuts
lock washers &
stove bolt with
" dia. galv.4
1
"x4" angle8
1single 2"x4"x
"x4" angle &8
1Multiple 2"x2"x
Multiple support
Single support
"8
11
w/lock washer & nut
" dia. x3" galv. bolt8
3
to support frame.
with two bolt attachment
for each angle connection
requires one longer leg
NOTE: Single support
nuts
lock washers &
stove bolt with
" dia. galv.4
1
w/lock washers & nuts
" galv. bolt 4
3" dia. x8
3
2
"
"4
14
"
8
1
1
outside of collar)
2" min. clearance from
#3 hoop (Maintain
9" radius concrete collar
(See general note 4)
FRONT SIDE
PLAN
SIDEFRONT
SIDE
CONCRETE COLLAR
MULTIPLE SUPPORT
(16 ga.)
MOUNTING BRACKET
2
1SIZE 1 & 1
WITH ADAPTOR PLATE (14 ga.)
MOUNTING BRACKET (16 ga.)
SIZE 2
POST MOUNTING SOCKET
DETAIL A
DETAIL B
SINGLE SUPPORT
9. See project plans for detail not shown.
from vehicle driving surface.
measured from 41″ Min. to 45″ Max. (42" nominal),8. Mounting height (H) shall be
7. For Newspaper Box Mounting Detail, see Std. Dwg. RD101.
6. For mailbox installation locations, see Std. Dwg. RD101 and project plans.
5. Other proprietary products available as listed in ODOT's QPL.
post anchor. Care shall be taken that no concrete is placed within anchor.
has been installed, level and plumb. Do not excavate below bottom of V-Loc
Concrete collar, when required, to be poured in place after V-Loc post anchor
c) as directed by the Engineer
b) when required by project plans
a) when required in Table A
4. Provide concrete collar when any of the following conditions exist:
tube support frame. See Detail A.
bracket. The unit will then require 4 angle connections to attach to the formed
bolts with lock washers and nuts to attach the adaptor plate to the mounting
" galv.85" dia. x833. Size 2 mailbox mounted on a multiple support requires 2 each
2. All holes in the tube support frame are to be predrilled by the manufacturer.
single post.
1. Angle connections to be parallel to traffic flow for Size 2 mailbox mounted on
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
mounting detail (See gen. note 7)
See newspaper box
general note 3)
(Also see
See Detail A
(0.083" wall thkn.)
support frame.
formed tube
2" O.D. thin wall
galv. bolt (2 reqd.)
"21" dia. x 4165
(See general note 4)
Concrete collar
concrete collar)
anchor is used with
2'-0" V-Loc post
(Omit hoop when
#3 hoop
"41"x21"x2212
Angle leg
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
1
9
-
J
A
N
-
2
0
2
4
REVISED NOTES AND DETAILS12-2023
19-JAN-2024
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
MAIL
US
R
D
1
0
1
.
d
g
n
1
9
-
J
A
N
-
2
0
2
4
RD101
INSTALLATION
MAILBOX
REVISED NOTES AND DETAILS, UPDATED DRAWING CAD STANDARDS01-2024
19-JAN-2024N/A
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
See project plans for details not shown.6.
from vehicle driving surface.
to 45 inches maximum (42 inches nominal), measured
5. Mounting height ("H") shall be from 41 inches minimum
For approach details, see Std. Dwg. RD715.4.
For mailbox support details, see Std. Dwg. RD100.3.
QPL.
Other proprietary products available as listed in ODOT's2.
by the manufacturer.
All holes in the tube support frame are to be predrilled1.
SECTION A-A
INSTALLATION AT MAILBOX TURNOUT
TYPICAL MAILBOX INSTALLATIONS
CURBED SECTION NON-CURBED SECTION
MOUNTING DETAIL
NEWSPAPER BOX
NEWSPAPER BOX MOUNTING BRACKET
TYPICAL MAILBOX SUPPORT SPACING
Taper 15:1
paved shoulder
Normal edge of
A
A
Edge of traveled way
Direction of travel
Direction of travel
"
H
"
S
e
e
G
e
n
e
r
a
l
N
o
t
e
5
"H" desirable
"H" minimum4
3
4'-0"
minimum
4'-0"
minimum
box
Newspaper
box
Newspaper
FRONT VIEW TOP VIEW
2"
7
"
5"2"
5" �"83holes1" Rtyp.
newspaper box
holes in bracket to match
Field drill bottom mounting
3
"
"
3
2
1
1
"
1
6
5
2
"
3
2
1
1
Direction of travel
nuts and lock washers
U-clamp with saddle, hex
" galvanized87" diameter x 141
Newspaper box
7
"
1"
2"mounting bracket
3" wide newspaper5"and holes to be field determined
washers and nuts. Number of bolts
" galvanized carriage bolts, lock43x
" diameter41Secure box to bracket with
in bracket to match newspaper box.
Field drill bottom mounting holes
Sl
o
p
e
1:
3
Slope 4%
10'-0"
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
"
H
"
N
o
t
e
5
s
e
e
G
e
n
e
r
a
l
Width of turnout
E
d
g
e
o
f
p
a
v
e
d
w
i
d
e
n
i
n
g
s
h
o
u
l
d
e
r
Curb type varies
6" to 8"
F
a
c
e
o
f
c
u
r
b
"
H
"
N
o
t
e
5
s
e
e
G
e
n
e
r
a
l
p
a
v
e
m
e
n
t
E
d
g
e
o
f
"
H
"
N
o
t
e
5
s
e
e
G
e
n
e
r
a
l
8" to 12" *
if turnout is provided
May be reduced to zero*
(14 ga.)
MAILBOX SERVICE TURNOUT AFTER APPROACH
MAILBOX SERVICE TURNOUT
MAILBOX SERVICE TURNOUT BEFORE APPROACH
10'15'
length variable
Mailbox installation(s),
General Note 4
Approach, see
1
0
'
10'15'
length variable
Mailbox installation(s),
1
0
'
A
ADirection of travel
Taper 15:1
Edge of traveled way
shoulder paving
Edge of
Taper 15:1 paved shoulder
Normal edge of
10'15'
length variable
Mailbox installation(s),
A
1
0
'
A
paved shoulder
Normal edge of
Taper 15:1
Edge of traveled way
Direction of travel
General Note 4
Approach, see
shoulder
Normal
widening
Shoulder
Subgrade
Slope 2%
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD300
INSTALLATIONS
PIPE ZONE AND MULTIPLE
TRENCH BACKFILL, BEDDING,
R
D
3
0
0
.
d
g
n
14-JUL-2014N/A
2
0
-
J
U
L
-
2
0
2
0
"
C
"
"A"
note 4)
(See general
Tracer wire
MULTIPLE INSTALLATIONS
DIAMETER MIN. SPACE BETWEEN PIPES
(in)
"A"
(in)
"B"
(in)
"C"
(in)
"D"
72
66
60
54
48
42
36
30
24
21
18
15
12
10
8
6
4
24
24
24
24
24
24
24
18
18
16
16
12
12
10
10
10
10
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
4
4
14
14
14
14
14
14
14
12
12
12
12
10
10
10
10
8
8
TABLE A
Finish grade
stabilization, as required
Trench foundation
see Table A
"C" Pipe bedding,
Top of subgrade as directed
Topsoil or existing material
Surfacing-match
Base material
m
a
t
e
r
i
a
l
E
x
c
a
v
a
t
e
d
n
a
t
i
v
e
C
l
a
s
s
A
"
-
0
c
r
u
s
h
e
d
r
o
c
k
4
3
C
l
a
s
s
B
,
1
"
-
0
o
r
"
m
a
x
.
)
4
1
(
c
l
e
a
n
s
a
n
d
C
l
a
s
s
C
(
A
s
d
i
r
e
c
t
e
d
)
m
a
t
e
r
i
a
l
(
3
"
m
a
x
.
)
C
l
a
s
s
D
,
p
i
t
o
r
b
a
r
-
r
u
n
C
L
S
M
C
l
a
s
s
E
T
r
e
n
c
h
b
a
c
k
f
i
l
l
a
r
e
a
P
i
p
e
z
o
n
e
S
e
e
T
a
b
l
e
A
"
D
"
Nom."B""B"
Pipe diameter
24" min.
1
2
"
m
i
n
.Dia.Up to 48"
48" to 72"
24"
) dia. of pipe2
1One half (
4. See Std. Dwg. RD336 for tracer wire details (When required).
3. Pipes over 72" diameter are structures, and are not applicable to this drawing.
diameter.
used and the pipe is ≥ 36" diameter, increase dimension "B" to nominal pipe
2. For pipe installation in embankment areas where the trench method will not be
1. Surfacing of paved areas shall comply with street cut Std. Dwg. RD302.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
see general note 3.
For pipes over 72" diameter,
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD302
STREET CUT
R
D
3
0
2
.
d
g
n
20-JUL-2020N/A
2
0
-
J
U
L
-
2
0
2
0
(Actual)
Trench width
whichever is greater. Compact as specified.
4. Place AC mix minimum thkn. of 6" or the thkn. of the removed pavement,
details.
3. For joining new concrete to existing concrete, see contract plans for sepecific
or to the thickness of removed pavement, whichever is greater.
2. Concrete pavement shall be replaced with concrete to a minimum thickness of 8"
1. All existing AC or PCC pavement shall be sawcut prior to repaving.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
(AC patch only)
with tack material and sand
Seal surface over joint
concrete as specified
CLSM or full depth asphalt
Compacted aggregate base,
backfill as specified
Compacted trench
(Extg.)
Undisturbed base
Extg. pvmt.
see general notes
Pvmt. replacement,
min.
6"
min.
6"
Min. width=Roller width plus 2"
m
i
n
.
1
2
"
Tack coat cut edges (AC only)
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD336
MANHOLE DETAILS
STANDARD
R
D
3
3
6
.
d
g
n
16-JAN-2019N/A
2
0
-
J
U
L
-
2
0
2
0
X
2
"
m
i
n
.
Manhole cover and frame
Finish grade
(Typ.)
tracer wire
fastener for
Non corrosive
Tracer wire
18" above top of manhole cover
Leave enough free wire to extend
Coil and secure wire to fastener.
precast flat slab top)
(See Std. Dwg. RD335 for
Precast conical top shown
Tracer wire
(As required)
ring(s)
Precast grade
(As required)
Adjustment ring(s)
Place tracer wire directly over pipe centerline and on top of the pipe zone material.
6. All connecting pipes shall have a tracer wire, or approved alternate.
5. Adjust 24" maximum.
4. See Std. Dwg. RD344 for manhole base section.
3. See Std. Dwg. RD345 for pipe to manhole connections.
Engineer.
2. Standard precast manhole section diameter shall be 48". Use 42" if specified by the
1. All precast products shall conform to requirements of ASTM C478.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
12. See project plans for details not shown.
11. See Std. Dwg. RD342 for shallow manholes.
10. Max. pipe diameter varies with pipe material.
9. See Std. Dwg. RD356 for manhole covers and frames, manhole adjustment rings, etc.
8. See Std. Dwg. RD335 for details not shown.
See Detail "C" for alignment of steps, and manhole cover and frame.
When H=42" or less omit steps.
7. Steps shall conform to requirements of ASTM C478.
and frame
Manhole cover Finish grade
"
2
1
2
Lowest flow line
outfall pipe), or as directed.
azimuth right from lowest
See plans for X (measured
Manhole steps
(Align with steps)
Manhole cover and frame
Lowest outfall pipe
2
6
"
m
a
x
.
s
p
a
c
i
n
g
1
2
"
H
v
a
r
.
"8
38
6"
13" to 16"
Var.
"
8
3
8
13" to 16"
Var.
(See general note 6)(See general note 7)
NOTE: No conflict with pipe align with available shelf.
See ODOT's QPL for acceptable alternate manhole steps.
(See general note 7)
TRACER WIRE
DETAIL "A"
MANHOLE STEPS
DETAIL "B"
AND MANHOLE STEPS ORIENTATION
PRECAST FLAT SLAB TOP
OR
PRECAST CONICAL TOP
DETAIL "C"
FRONT SIDE
PLAN
PLAN
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD339
CONNECTIONS
PIPE TO STRUCTURE
R
D
3
3
9
.
d
g
n
REVISED NOTES07-2021
20-JAN-2023N/A
2
0
-
J
A
N
-
2
0
2
3
PLAN PLAN
grout
Non-shrink
(See general note 5)
Tracer wire
(See general note 1)
Sump shown
(typ.)
grout
Non-shrink
(See general note 5)
Tracer wire (Typ.)
(See general note 1)
Sump shown
(See general note 5)
Tracer wire (Typ.)
(See general note 7)
Pipe zone (Typ.)
(See general note 7)
Pipe zone (Typ.)
(See general note 6)
Resilient connector
(See general note 5)
Tracer wire
(See general note 1)
Sump shown
(See general note 1)
Sump shown
(See general note 6)
Resilient connector (Typ.)
(See general note 5)
Tracer wire (Typ.)
(See general note 7)
Pipe zone (Typ.)
(See general note 7)
Pipe zone (Typ.)
(See general note 5)
Tracer wire (Typ.)
(See general note 6)
Resilient connector (Typ.)
CONNECTION OF FLEXIBLE PIPE TO STRUCTURECONNECTION OF RIGID PIPE TO STRUCTURE
SECTION C-CSECTION D-DSECTION A-ASECTION B-B
B
B
A A C C
D
D
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
7. Pipe zone varies, see Std. Dwg. RD300.
6. When flexible pipe is used, install resilient connectors conforming to requirements of ASTM C923.
See Std. Dwg. RD336 for tracer wire details.
5. All connecting pipes shall have a tracer wire, or approved alternate.
4. Maximum pipe diameter varies with pipe material.
3. Location, elevation, diameter, slope, and number of pipe(s) varies, see project plans.
2. See appropriate standard drawings or special project details for other similar structures.
1. See Std. Dwgs. RD364, RD365, and RD366 for inlet details not shown.
04-2022 REVISED NOTES
01-2023 REVISED DETAILS AND NOTES
(typ.)
grout
Non-shrink
(typ.)
grout
Non-shrink
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD345
CONNECTIONS
PIPE TO MANHOLE
R
D
3
4
5
.
d
g
n
REVISED DETAILS AND NOTES01-2023
20-JAN-2023N/A
2
0
-
J
A
N
-
2
0
2
3
CONNECTION OF RIGID PIPE TO MANHOLE
SECTION A-A
SECTION B-B
B
B
PLAN
A A
SECTION B-B
SECTION A-A
B
A A
B
PLAN
(See general note 6)
Tracer wire
slope var. (See general note 7)
Concrete invert channel,
slope var. (See general note 7)
Concrete invert channel,
(See general note 6)
Tracer wire (Typ.)
(See general note 14)
Pipe zone (Typ.)
(See general note 14)
Pipe zone (Typ.)
slope var. (See general note 7)
Concrete invert channel,
(See general note 6)
Tracer wire (Typ.)
Grout (Typ.)
Non-shrink
"/ft. min.2
1slope var.
Concrete bench,
"/ft. min.2
1slope var.
Concrete bench,
"/ft. min.2
1slope var.
Concrete bench,
slope var. (See general note 7)
Concrete invert channel,
slope var. (See general note 7)
Concrete invert channel,
(See general note 6)
Tracer wire
"/ft. min.2
1slope var.
Concrete bench,
(See general note 8)
Resilient connector
"/ft. min.2
1slope var.
Concrete bench,
(See general note 8)
Resilient connector (Typ.)
(See general note 6)
Tracer wire (Typ.)
(See general note 8)
Resilient connector (Typ.)slope var. (See general note 7)
Concrete invert channel,
(See general note 6)
Tracer wire (Typ.)
(See general note 14)
Pipe zone (Typ.)
(See general note 14)
Pipe zone (Typ.)
"/ft. min.2
1slope var.
Concrete bench,
Pipe zone varies, see Std. Dwg. RD300.14.
manhole adjustment rings, etc.
See Std. Dwg. RD356 for manhole covers and frames,13.
See Std. Dwg. RD344 for manhole base section.12.
See Std. Dwg. RD342 for shallow manholes.11.
See Std. Dwg. RD336 for manhole steps details.10.
not shown.
See Std. Dwgs. RD335, RD336, and RD338 for details9 .
conforming to requirements of ASTM C923.
When flexible pipe is used, install resilient connectors8.
slopes and radii to outlet pipe.
Invert channels shall be constructed to provide smooth7.
details.
approved alternate. See Std. Dwg. RD336 for tracer wire
All connecting pipes shall have a tracer wire, or 6.
Maximum pipe diameter varies with pipe material.5.
pipe(s) varies, see project plans.
Location, elevation, diameter, slope, and number of4.
All concrete shall be commercial grade concrete.3.
Manhole base sections may be precast or cast-in-place.2.
ASTM C478.
All precast sections shall conform to requirements of1.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
CONNECTION OF FLEXIBLE PIPE TO MANHOLE
Grout (Typ.)
Non-shrink
Grout (Typ.)
Non-shrink
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD360
ADJUSTMENT
MANHOLE FRAME
R
D
3
6
0
.
d
g
n
21-JUL-2015N/A
2
0
-
J
U
L
-
2
0
2
0
wearing course
Asph. conc.
base course
Asph. conc.
(Or others listed in ODOT's QPL) as reqd.
Conc. manhole adjustment rings
(See general note 10)
Mortar 2" max.
See Alternate "A"
Raise as dir.
& frame
Manhole cover
C
u
t
l
i
n
e
C
u
t
l
i
n
e
Finish grade
or hoop
#4 bar
" min. (Typ.)2
11
(Typ.)
3" min.
Thkn. - 2" min.
Asph. conc.
12" min.
Thkn. - 2" min.
Asph. conc.
12" min.
(Min. 12" thkn.)
P.C. concrete
Backfill with early strength
(Min. 12" thkn.)
P.C. concrete
Backfill with early strength
(Or others listed in ODOT's QPL) as reqd.
Conc. manhole adjustment rings
Raise as dir.
See Alternate "A"
(See general note 10)
Mortar 2" max.
or hoop
#4 bar
" min. (Typ.)2
11
(Typ.)
3" min.
12" min.12" min.
Finish grade
wearing course
Asph. conc.
base course
Asph. conc.
C
u
t
l
i
n
e
C
u
t
l
i
n
e
& frame
Manhole cover
wearing course
Asph. conc.
base course
Asph. conc.
(Min. 12" thkn.)
P.C. concrete
Backfill with early strength
(Or others listed in ODOT's QPL) as reqd.
Conc. manhole adjustment rings
C
u
t
l
i
n
e
C
u
t
l
i
n
e
12" min.12" min.
Finish grade& frame
Manhole cover
Raise as dir.
See Alternate "A"
(See general note 10)
Mortar 2" max.
(Typ.)
3" min.
" min. (Typ.)2
11
or hoop
#4 bar
- 2 each
#4 bar Cut line
frame
Manhole cover &
frame
Manhole cover &
Cut line
- 2 each
#4 hoop
o
f
t
r
a
v
e
l
D
i
r
e
c
t
i
o
n
12" min.12" min.(Typ.)
Manhole frame
adjusment ring
Conc. manhole
Manhole
note 10)
(See general
Mortar 2" max.
12. See Std. Dwg. RD356 for manhole covers and frames.
11. See Std. Dwg. RD336 for tracer wire details.
10. Use epoxy for synthetic grade rings.
9. See appropriate manhole standard drawings for details not shown.
8. See Std. Dwg. RD336 for manhole steps details.
7. Finish joint with asphalt seal and sand.
6. Apply tack coat to edges of existing pavement before installing patch.
5. Protect from traffic loading until conc. has cured to 3000 psi.
concrete.
4. Backfill with early strength Portland Cement Concrete. All concrete shall be commercial grade
and leveling mortar, as shown.
3. Raise manhole cover and frame to finish grade by installing conc. manhole adjustment rings
2. Saw cut square or circular excavation around manhole 12" min. from manhole frame.
1. Cover manhole with building paper and const. asph. conc. base course and wearing courses.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
SQUARE CUT
PLAN
CIRCULAR CUT
PLAN
METHOD "A"
METHOD "B"
METHOD "C"
ALTERNATE "A"
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD390
CORRUGATED HDPE PIPE
FILL HEIGHT TABLE FOR
R
D
3
9
0
.
d
g
n
13-JUN-2011RD07-02
2
0
-
J
U
L
-
2
0
2
0
60
48
42
36
30
24
18
15
12
2.5
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
21
22
22
23
21
24
27
30
29
See special details or Standard Drawings as called for on plans.
measures).
(sloped ends, culvert embankment protection, paved end slopes, safety end sections, or other
6. Open ends of pipes normally require a site specific design, and may require special treatment
5. Heavy solid line denotes boundary between minimum cover requirements.
4. For multiple pipe installations, see Std. Dwg. RD300.
by the Senior Standards Engineer.
3. For ODOT, pipes with maximum cover greater than those shown in the Tables shall be approved
2. Minimum height of cover is least vertical distance from top of pipe to subgrade.
1. Maximum height of cover is greatest vertical distance from top of pipe to finish grade.
GENERAL NOTES FOR ALL TABLES ON THIS SHEET:
CORRUGATED HDPEPIPE
(Feet)
MAXIMUM COVER
(Feet)
MINIMUM COVER
(Inches)
DIAMETER
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD400
(29" RAIL HEIGHT)
METAL MEDIAN BARRIER
GUARDRAIL AND
R
D
4
0
0
.
d
g
n
13-JAN-2020N/A
2
0
-
J
U
L
-
2
0
2
0
1 2
1
2
NOTE:
2a
1
1
2b
2
"
2
"
2
"
2
to top of post
3" top of block
3
"
"
8
5
4
3
"
4
"
4
6'-3"
(8 per splice)
Splice bolt & nut
See end construction for variations.
Median barrier post spacing 6'-3".
Edge of block
Hex nut
Rail member
Rail member
both end at each post
" bolt threaded8
5
end at each post
threaded both
" dia. bolt8
5
" dia. carriage bolt with washer and nut.8
5b) Use
washer and hex nut.
" dia. button or alternate bolt with8
5a) Use
When barrier separates to double post mounting:
".2
1" to 4
1nuts within limits of
Post bolts to extend beyond the tightened
METAL MEDIAN BARRIER/SHOULDER GUARDRAIL INSTALLATION AT BRIDGE DECK EXPANSION JOINT
C6x8.2 channel rail
(4 per end splice)
(8 per splice)
Splice bolt & nut
Rail members
(At each post)
Post bolt & nut
Back of post
Washer
Edge of block or post
3. Drainage curb alignment same as face of guardrail.
2. Final paved surfacing to extend to face of post.
at face of rail to top of rail (Typ. all types).
1. Rail height measured from final paved surface
NOTES:
F
a
c
e
o
f
r
a
i
l
Post
2
9
"
non-roadway applications)
(Use restricted to
2
9
"
2
9
"
to top of post
2" top of blockBlock
(Pre-drilled)
Alt. holes
2
"
2
"5
"
(Typ.)
(Where reqd.)
Drainage curb,
to top of post
2" top of block
2
"
2
"
5
"
2
"
2
"
5
"
2
9
"
Post
(For Type 3 use double thickness (2) rail elements)
(See general note 2)(Adjust as shown)
3
1
"
3
1
"
Block Post
4
"
3
"
"
8
5
4
3
"
(Pre-drilled)
Alt. holes
(Typ.)
(Where reqd.)
Drainage curb,
through top of block
flat head nail each side
1-16d galvanized
Toenail with
(Steel or wood)
Post
Types 2A, 3 & 4)
Block (Used on
Thrie beam similar)
(W beam shown,
Rail element
Adjacent traffic flow
to top of post
2" top of block
Post
final surface
Slope var.
Blocks
and general note 2)
(See "Guardrail" details
3
1
"
1
2
"
" at rail splice for bridge expansion joints.16
9Clearance to be 1
NOTE:
splice plate
"4
3"x72
1"x48
3
C6x8.2
post �
Median barrier
Corrugated rail element
Channel rail element
" Cl.41Post �
"431"851"211"8511"
Adjacent traffic flow
Block
Post
Splice plate
Channel rail member with expansion slots
Expansion end of bridge span fixed end of bridge span
Deck expansion joint
Rail splice � Symmetrical about
Rail splice
Corr. rail member with expansion slots
Block
Norm. post spacing 6'-3"Norm. post spacing 6'-3"
Post
Variable
slots
Rail expansion
" (Post bolt)433
3" (Splice bolts)3" (Splice bolts)
splice bolt slot
Extg. post andof slot
Extension
Extend toward bridge deck expansion joint
of slot
Extension
Extg. splice bolt slot
Adjust nuts to provide a sliding fit and set threads to prevent loosening.
" x 1'-7".21corrugated rail members. The sheets shall be 12
" polytetrafluoroethylene (TFE) sheets between321Place 2 -
NOTES:
TYPES 2A & 3 GUARDRAIL FITTINGS
RAIL AFTER OVERLAY
FUTURE ADJUSTMENT OR FUTURE ADJUSTMENT
INITIAL INSTALLATION
ALTERNATE
INITIAL INSTALLATION
INITIAL INSTALLATION
1
2
SECTION
POST
(METAL MEDIAN BARRIER)
CHANNEL RAIL AND SPLICE PLATE
METAL MEDIAN BARRIER
CORRUGATED RAIL
SPLICE PLATE
CHANNEL RAIL AND
DO NOT USE FOR NEW CONSTRUCTION.
THIS DRAWING IS RETAINED FOR MAINTENANCE PURPOSES.
NOTE:
TABLE OF POST SPACING
NORMAL RAIL ELEMENT DATA
TYPE
SPACING
1
12'-6"
2A
6'-3"
3
"213'-1
Type
1, 2A, 3
4
Rail
W beam
Thrie beam
Effective Lengths
6.25', 12.5', 25'
6.25', 12.5', 25'
Thkn. *
0.105" & 0.135"
0.105" & 0.135"
* Base metal thkn. nom. (Before galv.)
PLAN
bolt with hex nut
" dia. carriage85for
" square holes1611
GUARDRAIL
TYPE 1
TYPE 4 GUARDRAIL
(RELATION OF PARTS)
ASSEMBLY DETAILS
(RELATION OF PARTS)
ASSEMBLY DETAILS
(4 per splice)
bolt with washer & hex nut
" dia. splice carriage85
washers & hex nuts
splice bolts with
post bolt and carriage
" dia. carriage85for
channel and splice plate
"x2" slots in1611
block
through top of each
nail each side
16d galv. flat head
traffic.
4. Lap guardrail in direction of adjacent
where required.
3. See Std. Dwg. RD701 for drainage curbs,
for Type 1 rail or as directed.
guardrail, to match existing guardrail,
adjacent to P.C.C. pvmt. for temporary
bridge ends (See Std. Dwg. RD440),
2. Use "Alternate Initial Installation", at
drawing(s) for details not shown.
1. See appropriate guardrail standard
SHEET:
GENERAL NOTES FOR ALL DETAILS ON THIS
removal only.
3. All post bolt threads to be set after assembly for wrench
modified bolt detail, Std. Dwg. RD415.
2. When steel posts are used see ''APPURTENANCES'' for
".21" to 41 the tightened nuts within limits of
1. When required by the plans, post bolts to extend beyond
NOTES:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD402
SYSTEM TYPES
MIDWEST GUARDRAIL
R
D
4
0
2
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REVISED DETAILS AND NOTES07-2021
19-JUL-2021N/A
1
9
-
J
U
L
-
2
0
2
1
(For Type 3 use double thickness (2) rail elements)
(Wood or steel)
Post
1
2
"
Channel rail
7
"
3
1
"
"
8
7
(DOUBLE SIDED W/ CHANNEL RAIL)
METAL MEDIAN BARRIERTYPES 2A & 3 TYPICAL INSTALLATION
EFFECTIVE LENGTHSRAILTYPE
NORMAL RAIL ELEMENT DATA
(Wood or steel)
Post
7
"
"
1
6
1
3
"
8
5
7
(Typ.)
" dia. thru hole4
3
(Typ.)
" dia. thru hole4
3
(See general note 2)
(Where reqd.)
Drainage curb,
(See general note 2)
(Where reqd.)
Drainage curb,
(Typ.)
on each side of block
16d galv. anti-rotation nail
(Typ.)
on each side of block
16d galv. anti-rotation nail
F
a
c
e
o
f
g
u
a
r
d
r
a
i
l
block
W-beam
(Typ.)
W-beam rail
with hex nut & washer
" button head bolt8
5
(Wood or steel)
Post
" button head bolt8
5�
F
a
c
e
o
f
g
u
a
r
d
r
a
i
l
F
a
c
e
o
f
g
u
a
r
d
r
a
i
l
W-BEAM GUARDRAIL ASSEMBLYW-BEAM GUARDRAIL
(Nom.)
8"
(Nom.)
8"
block
W-beam
(See general note 3)
GAUGE
4 TRANSITION
4
3
2A
Thrie beam
Thrie beam
W-beam
W-beam
6.25'
6.25', 12.5', 25'
6.25', 12.5', 25'
6.25', 12.5', 25'
F
a
c
e
o
f
g
u
a
r
d
r
a
i
l
block
Thrie beam
(Typ.)
Thrie beam rail
(Typ.)
with hex nut & washer
" button head bolt85
" button head bolt85�
(Nom.)
8"
(Nom.)
8"
10 & 12
10 & 12
10 & 12
10 & 12
Replace posts as necessary to achieve required guardrail height.
8. Existing posts shall not be raised.
See ODOT's QPL.
7. Wood blocks shown. Blocks of an approved alternate material may be used.
prevent block rotation.
6. Wood block shall be toe-nailed to the post with 2 - 16d galvanized nails in top of block to
at face of rail (Typical all types). 1"± tolerance.
5. Final paved surfacing to extend to face of post. Rail height measured from final paved surface
4. Lap guardrail in direction of adjacent traffic.
of the tightened nut; trim the treated portion as needed.
" from the face21" to 41 The bolt's threaded portion is not permitted to extend beyond limits of
3. Orient post bolts with the button head located on the side nearest the traffic lane.
2. When required by the plans, Drainage curb alignment same as face of guardrail.
1. See appropriate guardrail standard drawing(s) for details not shown.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
3
"
2
"
(Typ.)
" dia. thru hole43
INITIAL INSTALLATIONTYPE 4 & 4 TRANSITION
THRIE BEAM GUARDRAIL
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD404
STEEL POST AND BLOCK
MIDWEST GUARDRAIL SYSTEM
R
D
4
0
4
.
d
g
n
REVISED DETAILS AND NOTES07-2021
19-JUL-2021N/A
1
9
-
J
U
L
-
2
0
2
1
See general note 5
SIDEFRONT
S
e
e
p
o
s
t
l
e
n
g
t
h
t
a
b
l
e
7
"
1
2
"
2"
"
8
5
7
6'-9"
7'-0"
6'-6"
6'-6"
6'-6" or 6'-0"
POST LENGTHPOST SIZE
THRIE BEAM
W-BEAM
b
l
o
c
k
1
4
"
7
"
SIDE
7
"
"
8
5
7b
l
o
c
k
2
2
"
*
1
4
"
7"
6"
7"
2
2
"
"
8
5
7
6
"
W-BEAM WOOD BLOCK FOR STEEL POST
POST SPACING
4 (Transition)
4
Metal median barrier
3
2A
"83
"83
GUARDRAIL STEEL POST TABLE
TOP
TOP
TOP
TOP
W-BEAM STEEL POST
See general note 5
*
See general note 5*
7
"
"2
1
4
6"
"4
1
*
1
See general note 5*
"4
1
*
1
"4
1* 1
8"
8"
1" (Typ.)
1" (Typ.)1" (Typ.)
1" (Typ.)6"
"
8
3
8
"
to prevent rotation
Routed block
6"
"4
11
"4
3
6"
6"
"
8
3
8
"
"4
11
6"
terminal sections
except those on
Plain washer - All posts
*
Symmetry
� of
"43 "431
terminal sections
except those on
Plain washer - All posts
14
"
8"
rail element
W-beam
6"
2
2
"
8"
7"
7
"
"
8
5
7
6"
6"
Symmetry
� of
"2
14
"4
3
"4
3
4"
6
"
W6x9
W6x9 or W6x8.5
W6x9 or W6x8.5
W6x9 or W6x8.5
W6x9 or W6x8.5
"213'-1
6'-3"
6'-3"
"213'-1
6'-3"
"214
"214
"43
*
"43
block
W-beam
block
Thrie beam
(See general note 3)
Post
(W6x8.5 or W6x9)
(See general note 5)
" dia. hole1613" or 43
(6x8 wood block shown)
Post
W-BEAM ASSEMBLY DETAIL
(W6x8.5 steel post and 6x8 wood block shown)
(See general note 8)
rail element
Thrie beam
Post
THRIE BEAM ASSEMBLY DETAIL
(W6x8.5 steel post and 6x8 wood block shown)
GUARDRAIL TYPE
FRONT
4"
"431
(See general note 5)
" dia. hole1613" or 43
"41* 1
" recessed nut85
" guardrail bolt85
" dia. hole43
" guardrail bolt85
" recessed nut85
" dia. hole43
for guardrail bolt
" dia. hole1613" or 43
for post attachment
through block
" dia. hole43
attachment
for post
through block
" dia. hole43
with washer & hex nut
" guardrail bolt85
post
W6x8.5 or W6x9
(Typ.)
thru hole
" dia.43
(See gen. note 7)
anti-rotation nail
" dia. hole for 16d galv.41
Field drill
(See gen. note 7)
anti-rotation nail
" dia. hole for 16d galv.41
Field drill
(See gen. note 7)
anti-rotation nail
16d galv.
(See gen. note 7)
anti-rotation nail
16d galv.
(See gen. note 7)
anti-rotation nail
16d galv.
(See gen. note 7)
" dia. hole41Field drill
(See gen. note 7)
" dia. hole41Field drill
(See gen. note 7)
anti-rotation nail
16d galv.
" on center. 21 be W6x9 and a maximum of 3'-1
8. When required by the plans, nested thrie beam steel post shall
of routing the blocks.
Or, anti-rotation holes and 16d galvanized nails shall be used instead
7. Blocks shall be routed when steel posts are used to prevent rotation.
may be used. See ODOT's QPL.
6. Wood routed blocks shown. Blocks of an approved alternate material
bolt holes on approaching traffic side of post web.
left, right, or both sides of web. Attach blockouts to steel posts using
5. Steel posts are shifted to accommodate bolt holes. Holes may be on
4. Dimensions shown are for nominal posts and blocks.
" hole(s) used.43 Drill 12" below top
3. Lowest hole(s) required only when channel rail is to be installed.
requirements.
2. See Bridge Dwgs. for bridge transition guardrail post and block
1. See appropriate guardrail standard drawing(s) for details not shown.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
3
"
2
"
(Pre-drilled)
lternate holeA
SIDEFRONT
THRIE BEAM STEEL POST
"
8
3
7
SIDE
THRIE BEAM WOOD BLOCK FOR STEEL POST
S
e
e
p
o
s
t
l
e
n
g
t
h
t
a
b
l
e
(Typ.)
for guardrail bolt
" dia. hole1613" or 43
(W6x8.5 or W6x9)
Post
FRONT
(6x8 wood block shown)
(Routing not required)
(Typ.)
thru hole
" dia. 43
(Typ.)
with washer & hex nut
" guardrail bolt85
post
W6x8.5 or W6x9
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
PLACEMENT OF GUARDRAIL ON SLOPES
transition sections or anchors.
NOTE: Cases shown do not apply to terminals, from face of guardrail to the slope breakpoint
Use when there is less than a 2'-0" shoulder widening
Do not use in weak soil conditions.
(Steel post shown)
CASE 4
from face of guardrail to the slope breakpoint
Use when there is a 4'-0" or greater shoulder widening
(Wood post shown)
CASE 2
from face of guardrail to the slope breakpoint
Use when there is a 2'-6" or greater shoulder widening
(Wood post shown)
CASE 3
Sl. 1V:1H maximum
Shoulder
Sl.
1
V:
2
H
m
a
xi
m
u
m
CASE 1
Sl. 1V:1H maximum
H
m axi
m u
m
2
1
Sl. 1
V:1
Face of barrier
W ≥ 2'-0"
Blockout
breakpoint
Slope
6
'
-
0
"
m
i
n
i
m
u
m
p
o
s
t
6
'
-
0
"
m
i
n
i
m
u
m
p
o
s
t
Face of barrier
Face of barrier
Face of barrier
8
'
-
0
"
m
i
n
i
m
u
m
p
o
s
t
8
'
-
0
"
m
i
n
i
m
u
m
p
o
s
t
BlockoutBlockout
Blockout
Shoulder
Shoulder
Shoulder
W ≥ 4'-0"
Slope breakpoint
breakpoint
Slope
breakpoint
Slope
W ≥ 2'-6"
(Wood post shown)
Ground line
W6x9 steel post
or W6x8.5 or
6"x8" wood post
Ground line
W6x9 steel post
or W6x8.5 or
6"x8" wood post
Ground line
W6x9 steel post
or W6x8.5 or
6"x8" wood post
W
< 2'-0"
Ground line
post
W6x9 steel
W6x8.5 or
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
type: wood or steel.
All posts for guardrail run shall be of the same3.
QPL.
alternate material may be used. See ODOT's
Wood blocks shown. Blocks of an approved2.
for details not shown.
See appropriate guardrail standard drawing(s)1.
(ft)
LENGTH
POST
POST TYPE
6 Wood/Steel
6 Wood/Steel
SLOPE / EMBANKMENT TABLE
2'-0" minimum
4'-0" minimum
slope of breakpoint)
(Face of barrier to
W (ft)
8 Steel Less than 2'-0"
(V:H)
SLOPE
1:2 or flatter
1:1 or flatter
or flatter211:1
8 Wood/Steel 2'-6" minimum1:1 or flatter
RD406
ON SLOPES
PLACEMENT OF GUARDRAILS
R
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6
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NEW DRAWING CREATED07-2021
20-JAN-2023N/A
2
0
-
J
A
N
-
2
0
2
3
12-2021 REVISED DETAILS AND NOTES
REVISED NOTE12-2022
RD407
W-BEAM
MIDWEST GUARDRAIL SYSTEM
R
D
4
0
7
.
d
g
n
REVISED DETAILS AND NOTES07-2021
19-JUL-2021N/A
1
9
-
J
U
L
-
2
0
2
1
TYPICAL ELEVATION
(6x8 or 8x8)
WOOD POST
TYPICAL SECTION
TYPICAL W-BEAM RAIL ELEMENT
8"
(Typ.)
6x8 block
Post
3
1
"
1
4
"
Paved shldr.
"4
13
"
8
7
Slope break point
(Steel post shown)
6'-3"
12'-6" between splices
Mid span splice
12'-6" between splices 12'-6" between splices
"2
13'-1 "2
13'-1 6'-3"6'-3""2
13'-1 "2
13'-1
Mid span spliceGround line
Block Post
rail element
W-beam
"2
13'-1
2" (Typ.)
about �
Symmetrical
6'-3"
"2113'-6
"213'-1
"
4
1
1
'
-
Direction of travelFITTINGS
(W6x8.5 or W6x9)
STEEL POST
10 ga. & 12 ga.6.25', 12.5', 25'
Effective LengthsType
2A, 3
NORMAL RAIL ELEMENT DATA
(See gen. note 2)
(Where reqd.)
Drainage curb,
eight (8) reqd. per splice
recessed hex nut (Typ.),
" splice bolt with85
(See gen. note 7)
steel post
W6x8.5 or W6x9
(See gen. note 7)
wood post
6x8 or 8x8
element
W-beam rail
(Typ.)
& recessed hex nut
" post bolt with washer85
g
u
a
r
d
r
a
i
l
F
a
c
e
o
f
" 414
" 414
Thkn. (Galv.)
3
1
"
3
1
"
eight (8) reqd.
each end
slice bolt slot
" 81"x 13229
31" W-beam guardrail
(Typ.)
post bolt slot
"21"x243
hex nut & washer
" recessed85
hex nut & washer
" recessed85
(See gen. note 6)
6'x8" block
SECTION THRU RAIL ELEMENT
post bolt slots
"21" x 243
"1633
"412
"32211
"413
10°±
1°
"
1
6
5
2
"
4
1
3
"1613
"
4
1
1
2
(Typ.)
55°
"
8
1
6
"
1
6
9
(Typ.)
" rad.83
(
T
y
p.)
5
5°
(Typ.)
55°
0.105" nom. (Before galv.)
Base metal thkn.
")
16
3
To
l. (-0
, +
"16
11
(Typ.)
" rad.1615
splice slots (Typ.)
" 81"x13229
(See gen. note 5)
anti-rotation nail
16d galv.
(See gen. note 5)
anti-rotation nail
16d galv.
(See gen. note 5)
16d galv. anti-rotation nail
pre-curved to industry standard. Install "Radius Identification Plate".
8. For guardrail installed on radii of 150' or less (5' min. radius) use rail elements
7. All posts for guardrail run shall be of the same type: wood or steel.
See ODOT's QPL.
6. Wood blocks shown. Blocks of an approved alternate material may be used.
used to prevent rotation (see Std. Dwg. RD404).
Std. Dwg. RD403). Blocks shall be rounted or toe-nailed when steel posts are
5. Blocks shall be toe-nailed to prevent rotation when wood posts are used (see
paved surface at face of rail to top of rail (typ. all types). 1" ± tolerance.
4. Final paved surfacing to extend to face of post. Rail height measured from final
3. Lap guardrail in direction of adjacent traffic.
2. When required by the plans, drainage curb alignment same as face of guardrail.
1. See appropriate guardrail standard drawing(s) for details not shown.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
W-BEAM ASSEMBLY DETAILS
b. All post bolt threads to be set after assembly for wrench removal only.
".21" to 41 tightened nuts within limits of
a. When required by the plans, post bolts to extend beyond the
NOTES:
"
4
3
" rad.83 " rad.6429
"811"212 "3229
Mi
d-
s
p
a
n
SLOT
SPLICE BOLT
SLOT
POST BOLT
at mid-span
Rail splice lap
eight (8) reqd. per splice
with recessed hex nut,
" splice bolt 85
with washer & recessed hex nut
" guardrail bolt 85
rail element
W-beam the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD416
(NUTS, BOLTS, WASHERS AND MISC.)
STANDARD HARDWARE
MIDWEST GUARDRAIL SYSTEM
R
D
4
1
6
.
d
g
n
13-JAN-2020N/A
2
0
-
J
U
L
-
2
0
2
0
4
"
2
"
2"
4"
"2
11
min.
3"
"
4
3
1
1"
Slotted hole
"
1
6
1
1
"8
1
plate
Steel
"4
11
ALTERNATIVE No. 1
hex nut
mod. heavy
"-118
5
10"
"4
13
5"
3
"
6
"
(Traffic side)
"4
31
1"
"
2
1
1
"
2
1
1
"8
3
1
1
(For additional details, see Std. Dwg. BR266)
BASE PLATE DETAILS
box culvert, etc.
Concrete top of
washer (4 reqd.)
Leveling nut &
than normal for post installation.)
(Use when depth of cover is less
bonded anchor
" bolt, or resin4
3
grout pad
" min.2
11
ELEVATION
RAIL WASHER
SNOW LOAD ab
PLAN
c
a
d
b
"16
11
Use on back of post.
(See general note 6)
as directed by the engineer
Use in area of heavy snow,
" dia. hole16
11
plate
" steel4
1
POST WASHER
SNOW LOAD PLAIN WASHER
base plate
"8
510"x6"x
Height as reqd.
post to be vertical.
W6x9 steel
"8
3
7"
2
"
(See general note 4)
RADIUS IDENTIFICATION PLATE
plate
" steel4
1
" dia. hole4
3
(See general note 5)
"4
3
"
4
3
L
T
"
8
5
"16
51
"32
7
"16
5 "85
RADIUS IDENTIFICATION PLATE MOUNTING DETAIL
HHf
"8
11
H
"8
112.5"
HHfH
f
L
"
8
1
1
T
L
T
"
8
5
"16
51
"32
7
"16
5
"
8
1
1
"16
51
"
1
6
1
5
"8
5
"
8
5
BOLT DIMENSION TABLE
ALTERNATIVE No. 2
" GUARDRAIL POST/SPICE BOLT (BUTTON HEADED) 8
5
" DIA. RECESSED HEX NUT8
5
" DIA. CARRIAGE BOLT8
5
slot
Splice bolt
plate (See detail)
Radius identification
slot
Splice bolt
plate (See detail)
Radius identification
rail element
W-beam
rail element
W-beam
base plate
"8
510"x6"x
place as shown.
slotted holes,
" 2
14 - 1"x1
steel post
W6x9
recess one or both sides
" deep16
11"x
Cast in place or core and install using approved resin bonding system.
6" min. penetration into concrete slabs other than bridge decks.
Furnished & installed by structure contractor when shown on structure plans.
Type C End Piece as shown.
Use rectangular Snow Load Rail washer under bolt head and nut on
Not required if Snow Load Post washer option is used.
SUPPLEMENTARY NOTES:
d
c
plate
" steel16
3 "16
11
25
18
10
2
4
11
(L) (in.)
Length
4 min.
4 min.
4 min.
min.4
31
min.8
11
(T) (in.)
Thread Length
45°(Typ.)
terminals.
on rail element face. Snow Load Rail Washers shall not be installed on
on the backside of the post and a Snow Load Rail Washer shall be placed
6. When required by the plans, a Snow Load Post Washer shall be used
the P.C. of the guardrail radius.
back side of the rail element with the lowest splice bolt nearest
5. The guardrail radius identification plate is to be mounted on the
after placement of digits.
" max. width. Plate shall be galvanized 4
3" min. height and 2
1 1
shown on the Radius Identification Plate detail. Digits shall be
on the plate with a raised weld bead replacing the letters "HHH",
4. Radius dimensions, in feet to the nearest 0.5 foot, shall be placed
welded.
3. All indicated welds shall attain the full strength of the section
see special details or Standard Drawings as called for on plans.
2. For details of guardrail connections to structural handrails,
not shown.
1. See appropriate guardrail standard drawing(s) for details
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD417
END SECTIONS
MIDWEST GUARDRAIL SYSTEM
R
D
4
1
7
.
d
g
n
13-JAN-2020N/A
2
0
-
J
U
L
-
2
0
2
0
ELEVATION
2
0
"
"2
13
SECTION B-B
PLAN
(See detail)
Terminal connector
3
0
°
3" min.
24" ± 1"
" rad.4
16
"2
13
"
4
1
1
2
"32
29
a
p
p
r
o
x
.
1
'
-
4
"
(Typ.)
" slot8
1"x132
29
6" rad.
3
0
°
2""2
18
(Typ.)
" slot8
1"x132
29
"2
18
"32
29
2
4
"
2
0
"
25" min.
11" rad.
18""4
112
Use rectangular washer under bolt head and nut on Type C End Piece as shown.
Trim post as required
11" rad.
11" rad.
ALTERNATE 1
PLAN
ALTERNATE 2
ELEVATION
(Typ.)
" slot8
1"x132
29
"2
18
bolt slots (Typ.)
" splice8
1"x132
29
W-BEAM TYPE B END PIECE W-BEAM TYPE C END PIECE
THRIE BEAM TYPE B END PIECE
THRIE BEAM TYPE C END PIECE
ELEVATION
PLAN
ELEVATIONSECTION A-A
ALTERNATE 2
PLAN
details or Standard Drawings as called for on plans.
2. For details of guardrail connections to structural handrails, see special
1. See appropriate guardrail standard drawing(s) for details not shown.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
A
B
B
A
2"
2"
approx.11" rad.
(See detail)
terminal connector
Thrie beam
(Typ.)
" slot8
1"x132
29
"2
18
ALTERNATE 1
2"
2
5
°
2
0
"
2
4
"
"2
18
(Typ.)
" slots8
1"x132
29
"4
131
2"
(For details not shown, see Type B End Piece)
2""2
18
2""2
18
in rail member
Splice bolt slot
a
p
p
r
o
x
.
1
'
-
4
"
2
2
"
Neutral axis"8
33
2
5
.5
°
ELEVATION
"
8
3
3
ELEVATION
PLAN
W-BEAM TERMINAL CONNECTOR
element
Rail
3"3"
PLAN
"
8
3
2
"
8
3
2
"
8
5
7
"
8
5
7
"
8
5
7
"
1
6
3
6
"
1
6
3
6
"
)
1
6
3
2
0
"
(
±
4"4"
2"
"4
17
3"
3"
"2
18
2'-6"
2
5
.5
°
end piece.
for use with alternate Type "C"
25.5" bend and hole reqd. only
�
S
y
m
m
e
t
r
i
c
a
l
a
b
o
u
t
12 ga. galv. plate
10 ga. galv.
"218
(Typ.)
splice bolt slots
" 81"x13229
element
� Beam
"414
"414
3"2"
4"
4"
"
2
1
3
(Typ.)
1" dia. holes
"
2
1
3
2'-6"
" holes43
"
4
1
"
±
4
1
1
2
" dia. hole43
(Optional)
post bolt slot
"21"x243
�
S
y
m
m
e
t
r
i
c
a
l
a
b
o
u
t
12 ga. galv.
Metal thkn.
12 ga. galv.
Metal thkn.
a
a
a
a a
b
b
b
THRIE BEAM TERMINAL CONNECTOR
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD419
GRADING FOR TERMINALS
MIDWEST GUARDRAIL SYSTEM
R
D
4
1
9
.
d
g
n
19-JUL-2021N/A
1
9
-
J
U
L
-
2
0
2
1
Normal edge of paved shldr.
B
B
A
A
A
A
Finish grade
Finish grade
B
B
to match face of post
Edge of pavement
Top of shldr. rock
Guardrail length of need
w
i
d
e
n
i
n
g
B
e
g
i
n
g
r
a
d
e
Adjacent traffic flow
to match face of post
Edge of pavement
2
'
m
i
n
.
w
i
d
e
n
i
n
g
B
e
g
i
n
g
r
a
d
e
Guardrail length of need
10
:1
tape
r
Edge
o
f pavem
en
t
Normal edge of paved shldr.
Adjacent traffic flow
10'
Depth varies
varies
Shoulder width
12'-6"
2
'
-
7
"
ELEVATION
Guardrail length of need
PLAN
Top of shldr. rock
10
:1
taper
Top
o
f
sh
ldr
. rock
Top of shldr. rock
10
:1
tape
r
Top
of
sh
ld
r
. rock
Guardrail - Pay limit Guardrail terminal - Pay limit
Top of shldr. rock
Guardrail terminal length - Varies
Guardrail terminal length - Varies
Guardrail terminal length - Varies
3'
10
:1
tape
r
Edge
o
f pavem
en
t
See note 7
Cross slope
varies
Shoulder width
3'
5
'
WCross slope
max.
4"
on finish grade
Ground strut
Finish Grade
E E
n
e
e
d
p
o
i
n
t
*
L
e
n
g
t
h
o
f
n
e
e
d
p
o
i
n
t
*
L
e
n
g
t
h
o
f
n
e
e
d
p
o
i
n
t
*
L
e
n
g
t
h
o
f
(
T
y
p
.
)
2
'
m
i
n
.
E
7'
W
"2
13'-1
E
5
'
10'
Depth varies
ALTERNATIVE GRADING
PREFERRED GRADING
10. 1:4 slope or flatter preferable, 1:3 maximum.
9. Length of need post location varies by manufacturer.
8. "W" distance is measured to face of guardrail at end post, exclusive of end piece.
to manufacturer's recommendations.
7. Install a reflectorized object marker on head of every guard rail terminal with "W" 4 feet or less according
(post count varies). Provide shop drawings to Engineer.
6. Provide guardrail terminal from ODOT's QPL. Install according to manufacturer's recommendations
non-flared. Paving of widened shoulder to the face of posts on both ends of guardrail runs is required.
5. On two way two lane highways, both ends of guardrail runs shall be provided with a terminal flared or
* See note 6 and 9
(
T
y
p
.
)
2
'
m
i
n
.
If required, maximum grade break at normal edge of shoulder 8%.
If required, maximum shoulder slope 10% for guardrail widening.
4. Cross slope to match adjacent roadway cross slope (preferred).
the end piece is entirely off normal shoulder.
3. Guardrail Non-flared terminal shall be installed with a minimum 1 foot offset ensuring that
E=2' or as shown on project plans.
See Std. Dwg. RD701 for drainage curbs, where required.
See project plans for details not shown.
2. See appropriate guardrail standard drawing(s) for details not shown.
recommendations. Ensure that guardrail terminal meets appropriate test level for the project.
Install a guardrail terminal system that meets MASH requirements per manufacturer's
1. Use details shown as a general guide since manufacturer's details may vary.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
(Where reqd.)
Drainage curb
F
a
c
e
o
f
r
a
i
l
(Where reqd.)
Drainage curb
SECTION A-A
SECTION B-B
o
f
p
a
v
e
d
s
h
l
d
r
.
N
o
r
m
a
l
e
d
g
e
to match face of post
Edge of pavement
to match face of post
Edge of pavement
E
Varies
s
h
l
d
r
.
r
o
c
k
T
o
e
o
f
s
h
l
d
r
.
r
o
c
k
T
o
p
o
f
s
h
l
d
r
.
r
o
c
k
T
o
p
o
f
s
h
l
d
r
.
r
o
c
k
T
o
e
o
f
(See note 8)
W
(2% norm.)
Sl. var.
o
f
p
a
v
e
d
s
h
l
d
r
.
N
o
r
m
a
l
e
d
g
e
guardrail terminal
Widened Grading for
(2% norm.)
Sl. var.
Varies
Sl
ope
vari
es
V
ari
abl
e
Sl
ope
E
(See note 4)
Cross slope
(
See
not
e
10)
1:
3
m
ax.
(Typ.)
2' min.
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD420
TERMINAL
NON-FLARED ENERGY-ABSORBING
MIDWEST GUARDRAIL SYSTEM
R
D
4
2
0
.
d
g
n
19-JAN-2024N/A
1
9
-
J
A
N
-
2
0
2
4
Normal edge of paved shldr.
W
E
10
:1
tape
r
Edge
o
f
pavemen
t
Guardrail Length of need
Non-Flared Terminal system length - Var
Edge of pavement at face of post.
Top of shldr. rock
10
:1
tape
r
Top
o
f
sh
ld
r
. rock
Top of shldr. rock
3'
12'-6""2
13'- 1
2
'
-
7
"
Post 1
Post 3
Post 1Post 3
2
'
-
7
"
(Typ.)
6'-3"
Finish grade
Pay limit
Guardrail
Guardrail Length of need
Post 1Post 3
MSKT-SP-MGS (TL-3) System length = 50' - 0"
"4
36'-
(Typ.)
6'-3"
"16
115'-3
2
'
-
7
"
" 2
1Max-Tension (TL-3) System length = 55'-
5' - 8"4' - 7"
"2
137
Post 5
Pay limit
Guardrail " 2
1Softstop (TL-3) System length = 50'- 9
Pay limit
Guardrail
Adjacent traffic flowPLAN
(See general note 4)
Cross slope
(See general note 3)
(
S
e
e
g
e
n
e
r
a
l
n
o
t
e
9
)
L
e
n
g
t
h
o
f
n
e
e
d
p
o
i
n
t
Finish grade
Finish grade
(
S
e
e
g
e
n
e
r
a
l
n
o
t
e
9
)
L
e
n
g
t
h
o
f
n
e
e
d
p
o
i
n
t
(See general note 9)
Length of need point
(See general note 9)
Length of need point
ELEVATION
(MSKT-SP-MGS Shown)
(SOFTSTOP Shown)
ELEVATION
ELEVATION
(MAX-TENSION Shown)
Anchor Post
Anchor Post
(
T
y
p
.
)
2
'
m
i
n
.
paved shldr.
Normal edge of
normal edge of paved shldr.
Extend top of shldr. rock to
9. Length of need post location varies by manufacturer.
8. "W" distance is measured to face of guardrail at end post, exclusive of end piece.
"W" 4 feet or less according to manufacturer's recommendations.
7. Install a reflectorized object marker on head of every guard rail terminal with
recommendations (post count varies). Provide shop drawings to Engineer.
6. Provide guardrail terminal from ODOT's QPL. Install according to manufacturer's
See Std. Dwgs. RD443 and RD444. posts on both ends of guardrail runs is required.
terminal flared or non-flared. Paving of widened shldr. to the face of crashworthy a
5. On two way two lane highways, both ends of guardrail runs shall be provided with
If required, maximum grade break at normal edge of shoulder 8%.
If required, maximum shoulder slope 10% for guardrail widening.
4. Cross slope to match adjacent roadway cross slope (preferred).
that the end piece is entirely off normal shldr.
3. Guardrail Non-flared terminal shall be installed with a min. 1 foot offset ensuring
E=2' or as shown on project plans.
See Std. Dwg. RD701 for drainage curbs, where required.
See project plans for details not shown.
2. See appropriate guardrail standard drawing(s) for details not shown.
test level for the project.
manufacturer's recommendations. Ensure that guardrail terminal meets appropriate
Install a guardrail terminal system that meets MASH requirements per
1. Use details shown as a general guide since manufacturer's details may vary.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD450
(STEEL)
GUARDRAIL ANCHORS
R
D
4
5
0
.
d
g
n
13-JAN-2020N/A
2
0
-
J
U
L
-
2
0
2
0
6'-3"
5
'
-
0
"
1
8
"
9
"
9"6"9"
24"
holes
" dia.4
3
" steel plate4
1
BRACKET
SOIL PLATE
DETAIL ''B''DETAIL ''A''
BEARING PLATECABLE ASSEMBLY
STEEL TUBE
ELEVATION
SIDE VIEW
ELEVATION
BACK VIEWFRONT VIEW SIDE VIEW
Cable assembly
Block
Rail element Soil plate
trim to fit steel tube if reqd.
wood breakaway posts,
6"x8" S4S of bolt on end post only
to be used under head
Rectangular washer
of run (See plans)
Beginning or end
6'-3"
Type C end piece
Detail ''A''
Block
bolts (3)
" dia.8
5
Steel tube
2
"
3
"
" dia. hole8
32
bolts (3)
" dia.8
5
Soil plate
Soil plate
Detail "B"
" O.D.)8
3(2
end post only
2" std. steel pipe,
Finish grade
and post
through tube
" dia. hole4
3
Steel tube
nail each corner
galvanized flat head
Toenail with 1 - 16d
Bearing plate
" dia. hole8
1with 1
" plate8
58"x8"x
washer
"8
12"x
Steel tube
bolt
" dia.8
5
2
"
1
"
1
"
3
"
1
5
"
6"
post(s)
wood breakaway
Bottom of
Steel tube
thkn.
" tube16
3
bolts (2)
" dia.8
5
plate
Soil
Ground line
Cable assembly
Soil plate
(Where shown on plans)
Type B end piece
trim to fit steel tube if reqd.
wood breakaway post,
6"x8" S4S
Detail "A"
2
"
3
"
Detail "B"
Soil plate
" dia. bolts (3)8
5
Steel tube
Rail element
8"
6
"
8"
1
6
"
6"
thkn.
" tube16
3
grade
Finish
" bolts8
5
holes for
" dia.4
3
1
"
2
"
1"
" plate8
5to
plate tack welded
"x1"x8"16
3
"16
3
"8
5
" dia. hole16
11
1
"
8
"
5
"
4"
8"
to be swage connected
" dia. (6x19) cable4
3
studs (Same both ends)
Standard swaged fittings and
"
8
5
1
"
4
1
1
"8
3"8
3
6'-6"
1" dia. 7" stud
"16
112 "4
15
entire length
Threaded
unless otherwise noted.
" thick steel,4
1All plate for bracket to be
NOTE:
rail side (8 reqd.)
nut with washer on
machine bolt and
" hex headed8
5
3
""833
1"
1"
rail member
Corrugated
weld
full penetration
Bend to fit or
"
2
1
1
3
"
"4
32
2"4"
16"
4"4"2"
(Type 1)
" dia. hole16
11
(Type 1)
1" hex. nut
TOP VIEW
(Where shown on plans)
Alternate No. 1
END VIEW
Alternate No. 2
END VIEW
Guardrail anchor bracket
GUARDRAIL STEEL ANCHORS
TYPE 1 TYPE 1 MODIFIED
PLAN PLAN 3. See Std. Dwg. RD451 for wood breakaway posts.
2. See appropriate guardrail standard drawing(s) for details not shown.
30 days following initial installation.
(b.) Final tension check and tightening of cable assembly as required to be done
1. (a.) Cable assembly to be tightened to a taut condition on initial installation.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
dia. hole
"8
11"4
32
" end plate8
3
"
2
1
1
8 reqd.
" dia. holes (Typ.)4
3
"16
3sides
Three
(Weld to bend plate)
" end plate8
3 " bent plate16
316"x13"x
"
1
6
5
"
8
5
1
"8
31
"832
"
4
3
1
3
5
°
(
R
e
f
.
)
"
1
6
1
5
1
bracket
Guardrail anchor
"8
31
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD481
HEIGHT CONVERSION
MIDWEST GUARDRAIL SYSTEM
R
D
4
8
1
.
d
g
n
13-JAN-2020N/A
2
0
-
J
U
L
-
2
0
2
0
Rail splice at mid-span
B
B
A
A
SECTION B-BSECTION A-A
Finish grade
Finish grade
3
1
"
Extg. guardrail
Existing block Block
Face of rail
(Wood post shown)
Extg. guardrail
h
e
i
g
h
t
E
x
i
s
t
i
n
g
F
a
c
e
o
f
r
a
i
l
Existing block
F
a
c
e
o
f
r
a
i
l
Existing posth
e
i
g
h
t
E
x
i
s
t
i
n
g
7
"
EXISTING POST
Finish grade
7
"
Post
12'-6" between splice12'-6" between splice
Rail splice at post
"2
13'-1
6'-3"
6'-3"6'-3"6'-3""2
13'-1 "2
13'-1
"
8
7
"
8
7
PLAN
ELEVATION
31" guardrail
25' - 0"
31" guardrail height conversion - Pay limit 31" guardrail - Pay limit
3
1
"
Adjacent traffic flow
8. All posts for guardrail run shall be of the same type: wood or steel.
See ODOT's QPL.
7. Wood blocks shown. Blocks of an approved alternate material may be used.
of block to prevent block rotation.
6. Wood block shall be toe-nailed to the post with 2 - 16d galvanized nails in top
paved surface at face of rail to top of rail (Typical all types). 1"± tolerance.
5. Final paved surfacing to extend to face of post. Rail height measured from final
4. Guardrail shoulder installation shown, metal median barrier installation similar.
3. Lap guardrail in direction of adjacent traffic.
See Std. Dwg. RD701 for drainage curbs
2. When required by the plans, drainage curb alignment same as face of guardrail.
1. See appropriate guardrail standard drawing(s) for details not shown.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD700
CURBS
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*
6"
E
specify in plans
Var. 24" or 30"
6"
E
7
"
" rad.4
3
Batter 6:1
" rad.4
3
see gutter pan notesSlope varies,
1
"
(
T
y
p
.
)
7
"
2" (Typ.)
(See general note 11)
STANDARD CURB MOUNTABLE CURB
CURB ENDING DETAIL
MOUNTABLE CURB AND GUTTERCURB AND GUTTER
MOUNTABLE CURB
LOW PROFILE MODIFICATION FOR KEYWAY
WEEP HOLE DETAIL
VALLEY GUTTER
O.D.O.T. & City of Portland Standard "H"=16"
" rad.4
3
1
:4
slo
p
e
6:1
Batter
(Slope var.)
Finish grade
see gutter pan notesSlope varies,
12"
LOW PROFILE MOUNTABLE CURB AND GUTTER
" rad.4
3
or specifiy in plans
18" norm.
a
s
d
i
r
e
c
t
e
d
o
n
p
l
a
n
s
o
r
v
a
r
y
a
s
s
h
o
w
n
(Where shown on plans)
*
*
1
"
** 0" at curb ramp
8
"
n
o
r
m
.
1.5'4.5'
6'
4
"
Face of curb
"2
1" R.21" to 83joint filler (Full depth)
Preformed expansion
Asph. conc. pvmt. (ACP)
Grade of roadway
upon extension of curb.
To be removed
(Slope var.)
Finish grade
" rad.4
3
Batter 6:1
" rad.8
3
1
2
"
m
i
n
.
'
'
H
'
'
v
a
r
i
a
b
l
e
E
(See general note 11)
6"
E
1
6
"
(See general note 11)
3" rad.
(Slope var.)
Finish grade
Batter 6:1
(Slope var.)
Finish grade
7
"
m
i
n
.
Batter 6:1
3" rad.
3" rad.
" rad.8
3
(Slope var.)
Finish grade
Batter 6:1
allowed by jurisdiction.
Vary where shown on plans, and
Vary slope as reqd. for drainage.
Slope 4.0% max. at curb ramps.
Slope 5.0% normal.
GUTTER PAN NOTES:
specify in plans
Var. 24" or 30"
6"
6"Normal curb
V
a
r
.
E
see gutter pan notesSlope varies,
Slope var. (1:4 max.)
Top of curb" (Max.)4
1
Bottom of curb
Gutter line
Batter 6:1
for each 1" difference in ''E''.
having a slope of 1:1 or steeper). Minimum desirable transition length shall be 20'
(''E'' Is the total vertical dimension of those curb surfaces
4. Transitions shall be used to connect curbs of different exposures ''E''.
3. Const. curb contraction joints at 15' maximum spacing, and at ends of each inlet and curb ramp.
ends of each driveways.
2. Const. curb expansion joints at 200' maximum spacing, and at points of tangency, and at
curb. Vary as shown on plans or as directed. O.D.O.T standard "E"=7".
1. Curb exposure ''E'' = 6" to 9", as measured vertically from flowline to highest point on
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
or as directed
as shown on plans
8" norm., vary
(Slope var.)
Finish grade
" rad.4
3" rad.4
3
1
:4
slo
p
e
* 0" for Truck Apron
thkn. (4" min.)
Future sidewalk
be poured at the same time
curb and sidewalk will not
Form shelf into curb when
2"
(Type var.)
curb and gutter
Curb, or
(Where req'd.)
3" PVC pipe,
(Type var.)
curb and gutter
Curb, or
weep hole
3" dia.
(Slope var.)
Finish grade"
2
1
5%
(Where shown on plans, and allowed by jurisdiction)
(Where shown on plans)
Var.
V
a
r
.
12"
(Slope var.)
Finish grade
20"
40"
20"
" rad.4
3
#4 @ 12" centers (Slope var.)
Finish grade
" rad.4
3
2
"
(
T
y
p
.
)
centers
#4 @ 7"
6"
"8
11 "8
11
" rad.8
3
" rad.8
3
(Finished surface)
5.0%
(Finished surface)
5.0%
11. On or along state highways, curb and gutter is required at curb ramp.
10. For curb ramp details, see Std. Dwgs. RD900 series.
9. For drainage curbs, see Std. Dwg. RD701.
8. For sidewalk details, and monolithic curb & sidewalk, see Std. Dwgs. RD720 & RD721.
7. Dimensions adjacent to radii are measured to the point of intersection of curb surfaces.
6. Dimensions are nominal, vary to conform with curb machine approved by the engineer.
surface slope), unless otherwise shown, or as directed.
5. Tops of all curbs shall slope toward the roadway at 1.5% max. (Max. 2.0% finished
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD720
CURB LINE SIDEWALKS
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E
E = curb exposure, see general note 6
E = curb exposure, see general note 6
2%4"
**
**
Sidewalk obstruction
match joints in curb
Joints in sidewalk to
Weep hole
(See general note 3)
weep hole pipe
3" PVC
Broom pattern
weep hole pipe
Coupling for
Cold joint
see general notes 4 & 5
maximum 15' intervals,
Contraction joints at
Cold joint
at 5' nom. intervals
Tooled "Dummy" joints match joints in curb
Joints in sidewalk to
min.
5'
min.
5'
2'
2'
2%
5'
6"
Batter 6:1
rad.
"4
3
" deep "V" groove4
1
Dummy joint
6"
min.
1'
12"
9"
1
6
"
m
i
n
.
"
H
"
v
a
r
.
E
TYPICAL CURB SIDEWALK CROSS SECTION
TYPICAL MONOLITHIC CURB & SIDEWALK CROSS SECTION
TYPICAL PLAN VIEW - CURB LINE SIDEWALK
AROUND OBSTRUCTIONS
REQUIRED SIDEWALK WIDENING
*
(See general note 8)
Area pay limit
(See general notes 1 & 2)
≥ 6'Sidewalk width
Thkn. - 4" min.
Aggr. base as reqd.
*
(See general note 8)
Area pay limit
(See general notes 1 & 2)
≥ 6'Sidewalk width
surface slope)
(Max. 2.0% finished
Slope 1.5% max.
(Max. 2.0% finished surface slope)
Slope 1.5% max.
(Min.)
1'
Finish grade
Sl. var.
P.C. Conc.
Aggr. base as reqd.
4
"
(
M
i
n
.
)
4
"
(M
i
n
.
)
Finish grade
Sl. var.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
roadway
Grade of
multiple of 5' increments
Length ≥ 5' in
�
(See general note 6)
Curb or curb & gutter
(See general note 6)
Curb or curb and gutter
(See general note 6)
Curb or curb & gutter
(See general note 8)
Width of driveway
(See general note 4)
of driveway
Expansion at ends
Contraction joints as reqd. by driveway option
Driveway section - Pay limit (Varies by option)Sidewalk - Pay limit Sidewalk - Pay limit
max.
2'-3"
min.
7'-0"
Cane detecable range
STORE
GENERAL
***
projection
Post
4" max.
*** 4" max.projection
Wall
CLEAR CIRCULATION PATH
***
Finish grade
(See general notes 1 & 2)
obstruction outside sidewalk.
Building, wall, or post mounted
(Max. 2.0% finished surface slope)
Slope 1.5% max.
5'≥
Clear width
curb and sidewalk
Tooled cold joint between
4" provide a detection below protrusion to delineate edge.
object with a base higher than 2'-3" protrudes further than
as long as the 5' circulation path is maintained. When an
Objects with base below 2'-3" may protrude any distance***
to curb and sidewalk
** Provide compacted backfill adjacent
or mountable curb is used.
intended as portion of a driveway
6" if sidewalk is≥ A thickness
* Min. 4" or as specified in plans.
ODOT standard E=7".
6. For curb details, see Std. Dwgs. RD700 & RD701.
See Std. Dwg. RD722 for contraction joints details.
5. Const. contraction joints at 15' maximum spacing, and at ends of each curb ramp.
See Std. Dwg. RD722 for expansion joints details.
For sidewalk, monolithic curb & sidewalk, const. expansion joints at 45' maximum spacing.
fixtures which protrude through or against the structures.
4. Provide expansion joints around poles, posts, boxes, at ends of each driveway, and other
Place contraction joint over top of pipe. See Std. Dwg. RD700 for weep hole details.
3. Install 3" pvc weep hole pipes in sidewalks where shown on plans, and allowed by jurisdiction.
On sidewalks 8' and wider, provide a longitudinal joint at the midpoint.
2. Curb type and sidewalk width as shown on plans or as directed.
retaining walls, sound walls, fences and buildings.
1. Include additional paved or unpaved 2' shy distance to vertical faces higher than 5' such as
9. See project plans for details not shown.
RD745 & RD750.
For driveway details not shown, see Std. Dwgs. RD725, RD730, RD735, RD740,
8. Fully lowered sidewalk shown; see project plans for the diveway design specified.
7. Sidewalk details are based on applicable ODOT standards.
Sidewalk pay limit.
(See general note 8).
Driveway pay limit, varies by option,
LEGEND
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD722
TRANSITION PANELS
SIDEWALK JOINTS AND
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2
EXPANSION JOINTCONTRACTION JOINT DUMMY JOINT
"V" groove
" deep4
1
"2
1
(See general note 6)
(
1
"
M
i
n
.
)
T
/
3
"4
1" to 8
1
joint filler
Preformed expansion
T
h
i
c
k
n
e
s
s
T
" (Max.)4
1
C D E" rad.41" rad.41E
C
D
E
C
D
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Slope 1.5% max.
(Max. 8.3% finished surface slope)
Slope 7.5% max.
Zero exposure
6. Construct contraction joints at 15 feet maximum spacing, and at each curb ramp, driveway, sidewalk and curb.
ramp system. See Std. Dwg. RD900.
joints outside of curb ramp runs when required. Install expansion joints flush with surface for structures protruding through the curb
5. Do not place expansion joints between separate concrete pours for curb ramp system components construction. Place expansion
4. See Std. Dwgs. RD700 and RD701 for concrete curb details. See project plans for the curb design specified.
3. On sidewalks 8 feet and wider, provide a longitudinal joint at the midpoint of sidewalk panel.
structures. For sidewalk, monolithic curb and sidewalk, provide construction expansion joints at 45 feet maximum spacing.
2. Provide expansion joints around poles, boxes, at ends of each driveway and other fixtures which protrude through or against the
1. See Std. Dwgs. RD720 and RD721 for concrete sidewalk details. See project plans for sidewalk width, placement and design specified.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
LEGEND:
45' (M ax.)
15' (M ax.)
(Typ.)
Broomed finish
(See general note 5)
Curb or curb and gutter (In both curb and sidewalk)
Contraction joint
(In sidewalk only)
Dummy joint
(In both curb and sidewalk)
Expansion joint
(See general notes 2 & 5)
JOINT DETAIL
(Curb line sidewalk with curb and gutter shown)
New sidewalk or ramp run
PLAN
SIDEWALK AND CURB RAMP TRANSITION PANELS
(SIDEWALK TRANSITION PANEL SHOWN)
(CURB RAMP TRANSITION PANEL SHOWN)
SECTION A-A
SECTION A-A
Match extg. cross slope
Transition panelramp run
or
New sidewalk
New sidewalk
Roadway grade
Curb ramp run
Extg. sidewalk
≥ 6'
Transition panel Extg. sidewalk
Match extg. profile grade
≥ 6'
Transition panel Extg. sidewalk
1(X % = X %)
Match extg. sidewalk grade
2
1(X % = X %)
Match extg. sidewalk grade
2
Extg. grade
X % 1
Transition grade
X % 2
(
Se
e
g
e
n
er
al
n
ot
e
s
1
&
3)
Si
d
e
w
alk
wi
dt
h
Sidewalk panels are to be generally square
Transition grade
X % 2 Extg. grade
X % 1
A A
or curb ramp run.
through transition panel to new sidewalk
Project the existing sidewalk profile grade
(7.5% Max.)Curb ramp running slope
Horiz. taper rate change
is ≤ 0.5% per foot
Rate of cross slope change
1:3 min.
1:5 constrained
1:10 preferred
Level earea when required
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD902
DETAILS
DETECTABLE WARNING SURFACE
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07-2021 REVISED DETAILS AND NOTES
Detectable warning surface
or sidewalk
Turning space, cut-through
Match to width of curb ramp,
DETECTABLE WARNING SURFACE DETAIL
Leading edge of DWS
(See general note 3)
Back of curb
Detectable warning surface
TRUNCATED DOME SPACING
Base dia. (D)
Top dia. (C)
TRUNCATED DOME
A
B
A
B
E
C
D
TRUNCATED DOME DETAILS
2.40"
1.60"0.65"0.45"0.90"0.20"
0.20"1.40"0.91"__
A B C D E
MIN.
MAX.
Curb ramp width - Var.
DETAIL "A"
See Detail "A"
LEGEND:
cut- through or sidewalk
Curb ramp, turning space,
surface
Detectable warning
2" max.2" max.
2" max.
(See general notes 3, 4 & 5)
(Typ. of all applications)
2' min.
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(See general notes 3, 4 & 5)
(Typ. of all applications)
2' min.
(See general note 10)
Curb and gutter
10. On or along state highways, curb and gutter is required at curb ramps.
roadway.
Where no curb is present, the detectable warning surface shall be placed at the edge of the 9.
to vehicular way.
c) Parking lots, access aisles and passenger loading zones where curb ramp does not lead
b) Driveways, unless constructed with curb return or are signalized.
RD960).
a) End of sidewalk transitions that are not at a crosswalk, (see Std. Dwgs. RD950, RD952 and
8. Detectable warning surface shall not be used on the following locations:
by platform screens or guards, (see Std. Dwg. RD908).
warning surface shall be placed along the full edge length of the station, when not protected
7. Where public transportation stations (rail, bus, etc.) use platform boarding, detectable
c) Rail crossings.
b) Crossing islands (Accessible Route Islands).
a) Curb ramps at street crossings.
6. Detectable warning surface shall be used in the following locations:
design exception on or along state highways.
5. Color to be safety yellow if no color specified in construction note. Alternative colors require a
inch of each other and install anchors, as specified by manufacturers, along cut edge.4
1within
in plans. Detectable warning surface across a grade break is prohibited. Place abutting panels
spacing standards. Detectable warning surface may be cut to meet necessary shape as shown
surface may be radial or rectangular, but must comply with the truncated dome size and
the direction of pedestrian travel at curb ramps that are adjacent to traffic. Detectable warning
Detectable warning surface shall be placed at the back of curb for a minimum depth of 2 ft. in4.
leading edge of the detectable warning surface panel as shown in Detail "A").
up to 2 inches on each side of the detectable warning surface is permitted (measured at the
use path, blended transition, turning space, or other roadway entrance as applicable. A gap of
The detectable warning surface shall extend the full width of the curb ramp opening, shared 3.
See Std. Dwgs. RD700 & RD701 for curbs.
See project plans for details not shown. 2.
Detectable warning surface details & locations are based on applicable ODOT Standards. 1.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
Width of curb ramp
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD904
PLACEMENT FOR CURB RAMPS
DETECTABLE WARNING SURFACE
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Detectable warning surface
LEGEND:
Marked or intended crossing location
Sidewalk
PARALLEL CURB RAMP
PERPENDICULAR CURB RAMP
Back of curb
Back of curb
curb ramp
Width of
2' min.
curb ramp
Width of
2' min.
GRADE BREAK IN FRONT OF CURB
2' min.
Width of curb ramp or landing
Edge of traveled way
Adjacent traffic lane
OR PROTECTED BIKE FACILITY
RAISED CROSSING, TRUCK APRON
or protected bike facility
Raised crossing, truck apron
Width of shared use path
Paved shoulder
Edge of pavement
2' min.
SHARED-USE PATH CONNECTION
Edge of traveled way
Top of curb
crosswalk
Intended
Back of curb
Ramp run
Ramp run
Ramp run
Shared use path < 5.0%
Level area/turning space
Level area/turning space
(See general note 3)
Curb and gutter
(See general note 3)
Curb and gutter
4. Detectable warning surface placement for perpendicular ramps vary as shown.
3. On or along state highways, curb and gutter is required at curb ramps.
See Std. Dwg. RD902 for detectable warning surface installation details.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Detectable warning surface details & locations are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
landing
Ramp run or Buffer strip (non-walkable)
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD905
DIRECTIONAL CURBS
PLACEMENT FOR
DETECTABLE WARNING SURFACE
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01-2022 REVISED NOTES
Back of curb
Level landing
G
r
a
d
e
b
r
e
a
k
Back of curb
GRADE BREAK ≤ 5 FT. FROM BACK OF CURB
CURB RAMP CROSSING
CURB RAMP CROSSING
2' min.
curb ramp
Width of
Y ≤ 5'
Level landing
< 5.0% running slope
Directional curb
< 5.0% running slope
Directional curb
curb ramp
Width of
Ramp run
Back of curb
G
r
a
d
e
b
r
e
a
k
Y > 5'
CURB RAMP CROSSING
curb ramp
Width of
Level landing
< 5.0% running slope
Directional curb
DIRECTIONAL CURB WITH FLARED CONSTRUCTION
Ramp run
Ramp run
LEGEND:
c
r
o
s
s
w
a
l
k
I
n
t
e
n
d
e
d
c
r
o
s
s
w
a
l
k
I
n
t
e
n
d
e
d
Y > 5'
GRADE BREAK > 5 FT. FROM BACK OF CURB
c
r
o
s
s
w
a
l
k
I
n
t
e
n
d
e
d
(See general note 3)
Curb and gutter
(See general note 3)
Curb and gutter
(See general note 3)
Curb and gutter
Marked or intended crossing location
Sidewalk
Detectable warning surface
* See general note 5
(Max. 10.0% finished surface slope)
Flare slope
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
5. Detectable warning surface placement across the grade break is prohibited.
4. Detectable warning surface placement for perpendicular ramps vary as shown.
3. On or along state highways, curb and gutter is required at curb ramps.
See Std. Dwg. RD902 for detectable warning surface installation details.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Detectable warning surface details & locations are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
* See general note 5 *
G
r
a
d
e
b
r
e
a
k
Buffer strip (non-walkable)
Buffer strip (non-walkable)
min.
2'
2'
min.
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD910
CURB RAMP
PERPENDICULAR
R
D
9
1
0
.
d
g
n
NEW DRAWING CREATED12-2021
14-JAN-2022N/A
1
4
-
J
A
N
-
2
0
2
2
01-2022 REVISED NOTES
PERPENDICULAR CURB RAMP DETAIL
LEGEND:
Sidewalk
Detectable warning surface
A
E
Aggr. base
P.C. conc.
4
"
(
m
i
n
.
)
4
"
(
m
i
n
.
)
Detectable warning surface
E
G
rade
o
f
rdwy
.
(See general note 8)
6" rad. (Typ.)
Return curb
≥ 2'
Max. flare slopes 10.0%(See general note 8)
6" rad. (Typ.)
Return curb
E
(See general note 11)
Curb and gutter
(Typ.)
Max. flare slopes 10.0%
(See general note 6)
Curb ramp width ≥ 4.5'
full width of curb opening.
Detectable warning surface
2'Free from vertical obstructions
Level AreaRamp run
2'
min.
1'
Var.0%
SECTION A-A
(See general note 6)
Curb ramp width ≥ 4.5'
full width of curb opening.
Detectable warning surface(See general note 11)
Curb and gutter
(See general note 11)
Curb and gutter
(See general note 6)
Curb ramp width ≥ 4.5'
full width of curb opening.
Detectable warning surface
2'2'
A
A
A
A
A
Grade
o
f
rdwy
.
surface slope)
(Max. 5.0% finished
Counter slope ± 4.0% max.
≥ 2'
Zero lip
Gutter
Grade
o
f rdwy
.
(See general note 10)
(Type varies)
Curb and gutter
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(Max. 10% finished surface slope)
Flare slope
WITH SINGLE FLARETHROUGH BUFFER STRIP
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
Slope as required for drainage
(Max. 5.0% finished surface slope)
Counter slope 4.0% max. ascending or descending,
(non-walkable)
Buffer strip
(Typ.)
Buffer strip (non-walkable)
* S idew alk w idth
when reqd. turning space cannot be obtained)
(Use "Parallel Curb Ramp Detail" or "Combination Curb Ramp Detail"
* Sidewalk width
* NOTE: Minimum width of 14.25 feet sidewalk for E=7"11. On or along state highways, curb and gutter is required at curb ramps.
overtop the back of sidewalk.
Check the gutter flow depth at curb ramp locations to assure that the design flood does not
10. Place an inlet at upstream side of curb ramp or perform other approved design mitigation.
curb ramp opening will be ≥ 8' wide, (see Std. Dwg. RD909 for additional details).
flares. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk, the
9. Curb ramps for shared use paths intersecting a roadway shall be full width of path, excluding
landscaping, see Std. Dwg. RD721. Return curb shall not reduce width of approaching sidewalk.
8. Return curb may be provided in lieu of flared slope only if protected from traverse travel by
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
7. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
of pedestrian travel full width of curb ramp opening that is adjacent to traffic.
6. Place detectable warning surface at the back of curb for a minimum depth of 2' in the direction
5. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
4. Tooled dummy joints are required at all curb ramp grade break lines, (see Std. Dwg. RD722).
3. Site conditions normally require a project specific design. See project plans for details not shown.
See Std. Dwgs. RD912 through RD916 for curb ramp placement options.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
2. See Std. Dwgs. RD700 & RD701 for curbs.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD912
CURB RAMP
PERPENDICULAR
R
D
9
1
2
.
d
g
n
NEW DRAWING CREATED07-2020
14-JAN-2022N/A
1
4
-
J
A
N
-
2
0
2
2
07-2021 REVISED DETAIL AND NOTES
01-2022 REVISED DETAILS AND NOTES NOTES
Detectable warning surface
Marked or intended crossing location
Sidewalk
Zero curb exposure
LEGEND:
2'
(See general note 5)
12" min.
2'
2
'
PAR ≥ 4.5'Rad.Rad.(See general note 6)
Grade break
(See general note 6)
Grade break
(See general note 6)
Grade break
(See general note 6)
Grade break
(See general note 6)
Grade break
(See general note 6)
Grade break
2
'
(See general note 7)
Curb and gutter
(See general note 7)
Curb and gutter
(See general note 7)
Curb and gutter
Rad.PAR ≥ 4.5'
4' x 4' clear space
Pedestrian Access RoutePAR
Return curbs 6" rad.
(See general note 7)
Curb and gutter
2'
2'
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 10% finished surface slope)
Flare slope
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
OPTION "PR-1"
WITH LANDSCAPED BUFFER STRIP
OPTION "PR-2"
FOR WIDE SIDEWALKS
OPTION "PR-3"
FOR NARROW SIDEWALKS
OPTION "PR-4"
FOR NARROW SIDEWALKS
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
(Typ.)
20" min.
7. On or along state highways, curb and gutter is required at curb ramps.
spaces. Surface slopes that meet at grade breaks shall be flush.
the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
6. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction of
flares may range between 3" and full design exposure.
5. When 2 curb ramps are immediately adjacent, the curb exposure (E) between the adjacent side
4. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
3. Tooled dummy joints are required at all curb ramp grade break lines, (see Std. Dwg. RD722).
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwg. RD910 for perpendicular curb ramp details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
(Typ.)
walkable)
Buffer strip (non-
Sidewalk widening
Sidewalk widening
(See general note 5)
12" min.(See general note 5)
12" min.
note 5
See general
sidewalk
approaching
not reduce width of
Return curb should
2
'
2'
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD916
SINGLE RAMP
PERPENDICULAR CURB RAMP
R
D
9
1
6
.
d
g
n
NEW DRAWING CREATED07-2020
20-JUL-2020N/A
2
0
-
J
U
L
-
2
0
2
0
Marked or intended crossing location
Sidewalk
Detectable warning surface
LEGEND:
OPTION "PR-10"
DIAGONAL CURB RAMP WITH LANDSCAPED BUFFER STRIP
2'Rad.4'x4' clear space
PAR Pedestrian Access Route
Edge of travel lane
Edge of travel lane
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
Rad.≥
2
'
≥ 2'2'PAR ≥5.5' if obstructed
PAR ≥4.5' if no vertical obstructions
(See general note 6)
Curb and gutter (See general note 6)
Curb and gutter
(Use only when site constraints prohibit installing two curb ramps)(Use only when site constraints prohibit installing two curb ramps)
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(Max. 10% finished surface slope)
Flare slope
OPTION "PR-9"
DIAGONAL CURB RAMP FOR WIDE SIDEWALKS
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
6. On or along state highways, curb and gutter is required at curb ramps.
on or along state highways.
5. Only use curb ramp options allowed by jurisdiction. Single ramps required design exceptions
4. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
3. Tooled dummy joints are required at all curb ramp slope break lines, (see Std. Dwg. RD722).
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwg. RD910 for perpendicular curb ramp details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
Zero curb exposure
(Typ.)
6" rad.
Return curb
(Typ.)
Buffer strip (non-walkable)
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD920
PARALLEL CURB RAMP
R
D
9
2
0
.
d
g
n
NEW DRAWING CREATED07-2020
14-JAN-2022N/A
1
4
-
J
A
N
-
2
0
2
2
07-2021 REVISED DETAIL AND NOTES
01-2022 REVISED NOTES
LEGEND:
PARALLEL CURB RAMP DETAIL
curb ramp unless otherwise directed
Const. 6" wide (Nom.) curb at back of
min.5'Rad.Area of closed crosswalk
20'
(See general note 2)
Crosswalk closure support
*
2'Rad.(See general note 7)
Grade break
(See general note 7)
Grade break
*
2'
*
2'
(See general note 6)
Curb ramp width ≥ 4.5'
width of curb opening
Detectable warning surface full
(See general note 11)
Curb and gutter
E
E
A
(See general note 11)
Curb and gutter
A
Detectable warning surface
Sidewalk
4'x4' clear space
note 8See general
Aggr. base P.C. conc.
4
"
(
M
i
n
.
)
4
"
(
M
i
n
.
)
SECTION A-A
surface
Detectable warning
Free from vertical obstructions
2'
E
2'
min.
1'
Var.
0%surface slope)
(Max. ± 5.0% finished
Counter slope ± 4.0% max.
(See general note 7)
Grade break
(See general note 11)
Curb and gutter
Zero lip
Gutter
Edge of travel lane
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(See general note10)
(Type varies)
Curb and gutter
* See gen. note 6
* See gen. note 6
H=16"
OPTION "PL-2"
PARALLEL CURB RAMP WITH CROSSWALK CLOSURE
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
Slope as required for drainage
(Max. 5.0% finished surface slope)
Counter slope 4.0% max. ascending or descending,
OPTION "PL-1"
PARALLEL CURB RAMPS
11. On or along state highways, curb and gutter is required at curb ramps.
overtop the back of sidewalk.
Check the gutter flow depth at curb ramp locations to assure that the design flood does not
10. Place an inlet at upstream side of curb ramp or perform other approved design mitigation.
curb ramp opening will be ≥ 8' wide, (see Std. Dwg. RD909 for additional details).
flares. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk, the
9. Curb ramps for shared use paths intersecting a roadway shall be full width of path, excluding
may range between 3" and full design exposure.
8. When 2 ramp runs are immediately adjacent, the curb exposure (E) between the adjacent side
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
7. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
of pedestrian travel full width of curb ramp opening that is adjacent to traffic.
6. Place detectable warning surface at the back of curb for a minimum depth of 2' in the direction
5. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
4. Tooled dummy joints are required at all curb ramp grade break lines, (see Std. Dwg. RD722).
shown.
3. Site conditions normally require a project specific design. See project plans for details not
See Std. Dwg. TM240 for crosswalk closure detail.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
2. See Std. Dwgs. RD700 & RD701 for curbs.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
flush with ramp run
Top of curb shall be
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD922
SINGLE RAMP
PARALLEL CURB RAMP
R
D
9
2
2
.
d
g
n
NEW DRAWING CREATED07-2020
20-JUL-2020N/A
2
0
-
J
U
L
-
2
0
2
0
2'
marking
Crosswalk
LEGEND:
Marked or intended crossing location
Sidewalk
Detectable warning surface
(See general note 6)
Curb and gutter
(See general note 6)
Curb and gutter
Rad.Rad.Rad.4'x4' clear space
Edge of travel lane
Edge of travel lane
Edge of travel lane
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
2'
(See general note 6)
Curb and gutter
(Use only when site constraints prohibit installing two curb ramps)(Use only when site constraints prohibit installing two curb ramps)
2'
OPTION "PL-3"
DIAGONAL PARALLEL CURB RAMP
(Use only when site constraints prohibit installing two curb ramps)
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
OPTION "PL-4"
DEPRESSED CURB RAMP SMALL RADIUS
OPTION "PL-5"
DEPRESSED CURB RAMP LARGE RADIUS
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
on or along state highways.
8. Only use curb ramp options allowed by jurisdiction. Single ramps require design exceptions
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
7. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
6. On or along state highways, curb and gutter is required at curb ramps.
overtop the back of sidewalk.
Check the gutter flow depth at curb ramp locations to assure that the design flood does not
5. Place an inlet at upstream side of curb ramp or perform other approved design mitigation.
4. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
3. Tooled dummy joints are required at all curb ramp slope break lines, (see Std. Dwg. RD722).
See Std. Dwg. RD920 for parallel curb ramp details.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD930
COMBINATION CURB RAMP
R
D
9
3
0
.
d
g
n
NEW DRAWING CREATED07-2020
14-JAN-2022N/A
1
4
-
J
A
N
-
2
0
2
2
07-2021 REVISED DETAIL AND NOTES
01-2022 REVISED NOTES
LEGEND:
Marked or intended crossing location
Sidewalk
Detectable warning surface
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(Max. 10% finished surface slope)
Flare slope
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
Slope as required for drainage
(Max. 5.0% finished surface slope)
Counter slope 4.0% max. ascending or descending,
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
11. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
10. On or along state highways, curb and gutter is required at curb ramps.
curb ramp opening will be ≥ 8' wide, (see Std. Dwg. RD909 for additional details).
flares. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk, the
9. Curb ramps for shared use paths intersecting a roadway shall be full width of path, excluding
landscaping, see Std. Dwg. RD721. Return curb shall not reduce width of approaching sidewalk.
8. Return curb may be provided in lieu of flared slope only if protected from traverse travel by
overtop the back of sidewalk.
Check the gutter flow depth at curb ramp locations to assure that the design flood does not
7. Place an inlet at upstream side of curb ramp or perform other approved design mitigation.
of pedestrian travel full width of curb ramp opening that is adjacent to traffic.
6. Place detectable warning surface at the back of curb for a minimum depth of 2' in the direction
5. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
4. Tooled dummy joints are required at all curb ramp slope break lines, (see Std. Dwg. RD722).
shown.
3. Site conditions normally require a project specific design. See project plans for details not
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
curb ramp unless otherwise directed
Const. 6" wide (nom.) curb at back of
E
E
(Typ.)
Max. flare slopes 10.0%
(See general note 6)
4.5'≥Curb ramp width
full width of curb opening.
Detectable warning surface
2'
A
A
(See general note 10)
Curb and gutter
min.
1'
0%
Free from vertical obstructions
Ramp run Level area
2'
surface slope)
(Max. ± 5.0% finished
Counter slope ± 4.0% max.
Zero lip
Gutter
(See general note 7)
(Type varies)
Curb and gutter
H=16"
Aggr. base P.C. conc.
4
"
(
M
i
n
.
)
4
"
(
M
i
n
.
)
SECTION A-A
surface
Detectable warning
Var.
curb ramp unless otherwise directed
Const. 6" wide (nom.) curb at back of
Counter slope
(see general note 8)
Max. flare slopes 10.0% (Typ.)
E
(typ.)
(non-walkable),
Buffer strip
(See general note 10)
Curb and gutter
COMBINATION CURB RAMP DETAIL
E
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD932
COMBINATION CURB RAMP
R
D
9
3
2
.
d
g
n
NEW DRAWING CREATED07-2020
20-JUL-2020N/A
2
0
-
J
U
L
-
2
0
2
0
LEGEND:
min.5'Rad.
(See general note 2)
Crosswalk closure support
Area of closed crosswalk
20'
Rad.m
i
n.
2'
m
i
n.
2'
4'x4' clear space
Edge of travel lane
2'
2'
2'
(See general note 7)
Curb and gutter
(See general note 7)
Curb and gutter
(See general note 8)
Grade break
(See general note 8)
Grade break
Marked or intended crossing location
Sidewalk
Detectable warning surface
OPTION "CC-1"
COMBINATION CURB RAMPS
OPTION "CC-2"
COMBINATION CURB RAMP WITH CROSSWALK CLOSURE
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(Max. 10% finished surface slope)
Flare slope
m
in
.
5
.5'
m
in
.
5
.5'
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
(See general note 6)
12" min.
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
8. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
7. On or along state highways, curb and gutter is required at curb ramps.
flares may range between 3" and full design exposure.
6. When 2 curb ramps are immediately adjacent, the curb exposure (E) between the adjacent side
5. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
4. Tooled dummy joints are required at all curb ramp slope break lines, (see Std. Dwg. RD722).
shown.
3. Site conditions normally require a project specific design. See project plans for details not
See Std. Dwg. TM240 for crosswalk closure detail.
See Std. Dwg. RD930 for combination curb ramp details.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD936
COMBINATION CURB RAMP
R
D
9
3
6
.
d
g
n
NEW DRAWING CREATED07-2020
14-JAN-2022N/A
1
4
-
J
A
N
-
2
0
2
2
01-2022 REVISED DETAILS AND NOTES
4' x 4' clear space
PAR
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 10% finished surface slope)
Flare slope
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
Detectable warning surface
Marked or intended crossing location
Sidewalk
LEGEND:
E Curb height
(See general note 6)
12" min.
2'
2
'
PAR ≥ 4.5'Rad.(See general note 8)
Grade break
(See general note 7)
Curb and gutter
(See general note 8)
Grade break
(See general note 8)
Grade break
OPTION "CC-4"
FOR NARROW SIDEWALKS
Sidewalk widening
(See general note 6)
12" min.
general note 5)
Return curb (see
³
5
.
5
'
³2'
³5.5'
5' min.
1:3 max.
1:5 when constrained
1:10 preferred
Horizontal taper
Buffer strip (non-walkable), (typ.)
(see general note 7)
Curb and gutter
2'
2'
OPTION "CC-3"
PARALLEL COMBINATION WITH LANDSCAPE BUFFER STRIP
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
8. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
7. On or along state highways, curb and gutter is required at curb ramps.
flares may range between 3" and full design exposure.
6. When 2 curb ramps are immediately adjacent, the curb exposure (E) between the adjacent side
sidewalk.
landscaping, see Std. Dwg. RD721. Return curb shall not reduce width of approaching
5. Return curb may be provided in lieu of flared slope only if protected from traverse travel by
4. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
3. Tooled dummy joints are required at all curb ramp grade break lines, (see Std. Dwg. RD722).
See Std. Dwg. RD930 for combination curb ramp details.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
(See general note 8)
Grade break
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD938
SINGLE RAMP
COMBINATION CURB RAMP
R
D
9
3
8
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d
g
n
NEW DRAWING CREATED07-2020
19-JUL-2021N/A
1
9
-
J
U
L
-
2
0
2
1
01-2021 REVISED DETAILS AND NOTES
07-2021 REVISED DETAILS AND NOTES
LEGEND:
Sidewalk
Detectable warning surface
Rad.≥ 6'
Sidewalk
≥
6
'
S
i
d
e
w
l
a
k
Face of curb
Blended transition
Turning space
Rad.Edge of travel lane
4'x4' clear space
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
E
d
g
e
o
f
t
r
a
v
e
l
l
a
n
e
Edge of travel lane
Marked or intended crossing location
≥
2'
(Use only when site constraints prohibit installing two curb ramps)
(See general note 7)
Curb and gutter
(See general note 7)
Curb and gutter
2'
2'
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
(Max. 10% finished surface slope)
Flare slope
OPTION "CC-10"
DIAGONAL COMBINATION CURB RAMP
OPTION "CC-11"
BLENDED TRANSITION COMBINATION CURB RAMP
(Use only when site constraints prohibit installing two curb ramps)
mi
n.
5.
5'
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)Buffer strip (non-walkable)
≥
2
'
(Typ.)
6" rad.
Return curb
(Max. 4.9% finished surface slope)
Running slope 4.0% max.
Aggr. base P.C. conc.
4
"
(
M
i
n
.
)
4
"
(
M
i
n
.
)
SECTION A-A
Ramp run
2'
Zero lip
Gutter
surface
Detectable warning
Level area
surface slope)
(Max. ± 5.0% finished
Counter slope ± 4.0% max.
Ramp run
(Type varies)
Curb and gutter
OPTION "CC-12"
DIRECTIONAL COMBINATION CURB RAMP
≥ 2 '
(non-walkable)
Buffer strip
A
A
(see general note 7)
Curb and gutter
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
8. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
7. On or along state highways, curb and gutter is required at curb ramps.
on or along state highways.
6. Only use curb ramp options allowed by jurisdiction. Single ramps require design exceptions
sidewalk .
landscaping, (see Std. Dwg. RD721). Return curb shall not reduce width of approaching
5. Return curb may be provided in lieu of flared slope only if protected from traverse travel by
4. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
3. Tooled dummy joints are required at all curb ramp slope break lines, (see Std. Dwg. RD722).
See Std. Dwg. RD930 for combination curb ramp details.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD950
END OF WALK CURB RAMP
R
D
9
5
0
.
d
g
n
NEW DRAWING CREATED07-2020
20-JUL-2020N/A
2
0
-
J
U
L
-
2
0
2
0
Pavement surface
Gutter line/Edge of pvmt.
Edge of pvmt.
edge of pavement
Match gutter line orFace of curb
15' (Typ.)
Taper shoulder
PLAN
ISOMETRIC VIEW
pvmt.
Edge of
Face of curb
b
r
e
a
k
G
r
a
d
e
b
r
e
a
k
G
r
a
d
e
b
r
e
a
k
G
r
a
d
e
shoulder
Continued
Face of curb
PLAN
b
r
e
a
k
G
r
a
d
e
S
lo
p
e
A
Slope
5% ≤ Slope ≤7.5%
Slope
Slope
s
h
o
u
l
d
e
r
P
a
v
e
d
shoulder
Paved
Sidewalk
Match point
Match point
P.C. Conc.
Aggr. base
shoulder
Continued
4.5'≥Y
Y ≥ 4.5'
Y ≥ 4.5'
Y ≥ 4.5'
transition panel
Cross slope
≥ 8' as required
transition panel
Cross slope
«
«
See general note 12«
«
«
«
«
W
W
(Curb ramp > 5.0% shown)
as required
Transition panel
for additional details)
(See Std. Dwg. RD722
for additional details)
(See Std. Dwg. RD722
(
M
i
n
.
)
4
"
(
M
i
n
.
)
4
"
as required
Transition panel
SECTION B-B
Sidewalk
Detectable warning surface
LEGEND:
See contract plans for dimension.
New construction sidewalk width.W
SHOULDER OPTION "EW-2"
TAPER OPTION "EW-1"
B B
Rdwy. grade
A
Match point
Match point
ISOMETRIC VIEW
Transition panel
See general note 12«
surfacing
Asph. conc.
SECTION A-A
Landing
5% ≤ Slope ≤7.5%≤2 %Rdwy. grade
Asph. conc. surfacing
«
«
unless at crossing
Omit 2' detectable warning surface,
unless at crossing
warning surface,
Omit 2' detectable
≥ 6'
Ramp run
≥ 6'
Ramp run
Curb and gutter
≥ 6'
Ramp run
Curb and gutter unless at crossing
Omit 2' detectable warning surface,
Curb and gutter
unless at crossing
warning surface,
Omit 2' detectable
warning surface
Dectectable
warning surface
Dectectable
≥ 6'
Ramp run
Curb and gutter
(Normal sidewalk cross slope)
(Max. 2.0% finished surface slope)
Cross slope 1.5% max.
(Max. 8.3% finished surface slope)
Running slope 7.5% max.
drainage) measured perpendicular in two directions is considered level.
For the purposes of this application, a max. 2.0% finished surface slope (for
street crossing).
With obstruction 4.5' x 5.5' (Longer dimension in direction of pedestrian
Unobstructed 4.5' x 4.5'
Level area (Turning space/landing)
See section A-A & section B-B.
1.5% max. slope (2.0% finished surface) is required at the bottom of the curb ramp.
12. When the slope of the ramp run is greater than 5.0%, a min. landing space of 4.5' x 4.5' with a
roadways require site specific details.
11. All end of sidewalk options can be used for curved or tangent roadway sections. Superelated
10. On or along state highways, curb and gutter is required at curb ramps.
spaces. Surface slopes that meet at grade breaks shall be flush.
of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning
9. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction
space Y-dimension should be minimum 8' wide to enable bicycles to ride from ramp to shoulder.
8. When a shared use path terminates, the curb ramp shall be the full width of the path, the turning
overtop the back of sidewalk.
Check the gutter flow depth at curb ramp locations to assure that the design flood does not
7. Place an inlet at upstream side of curb ramp or perform other approved design mitigation.
is adjacent to traffic.
6. Place detectable warning surface at the back of curb for a minimum depth of 2' at curb ramp that
5. Curb ramp slopes shown are relative to the true level horizon (zero bubble).
4. Tooled dummy joints are required at all curb ramp grade break lines, (see Std. Dwg. RD722).
3. Site conditions normally require a project special design. See project plans for details not shown.
See Std. Dwgs. RD902 through RD908 for detectable warning surface installation details.
See Std. Dwg. RD722 for transition panel details.
See Std. Dwgs. RD720 & RD721 for sidewalks.
See Std. Dwgs. RD700 & RD701 for curbs.
2. See project plans for details not shown.
1. Curb ramp details are based on applicable ODOT Standards.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD1010
TYPE 2, 3, 6, 7, 10 AND 11
INLET PROTECTION
R
D
1
0
1
0
.
d
g
n
REMOVED CALC BOOK NUMBERS01-2021
20-JAN-2021N/A
2
0
-
J
A
N
-
2
0
2
1
01-2021 MOVED NOTES UP FROM OVERLAPPING THE SHEET BORDER
20" min. 20" min.
Flow Flow
Drainage grate
Flow
Flo
w
water
Filtered
water
Filtered
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
COMPOST FILTER SOCK OR WATTLE - TYPE 7
GEOTEXTILE/WIRE MESH/AGGREGATE - TYPE 2 PREFABRICATED FILTER INSERT - TYPE 3
SOD PROTECTION - TYPE 6
CURB INLET SEDIMENT DAM - TYPE 10 WATTLE BARRIER WITH FILTER INSERT - TYPE 11
CURB INLET PERSPECTIVE VIEW
AREA DRAIN PERSPECTIVE VIEW
AREA DRAIN PLAN
compost filter socks
Sandbags are not necessary for
sandbags to hold wattles in place.
Compost filter sock or wattle. Use
Flow
Wire tied (Typ.)
grate
Drainage
(
Ty
p.)
Surf
a
c
e fl
o
w
3' min.
Flo
w
Flo
w
Flow
Curb face inlet
3' min.
curb inlet opening
to scale to show
Straw wattle not drawn
Insert -Type 3, (not shown)
Prefabricated Filter
Overflow spillway
Catch basin
Flo
w
Curb face inlet
Flo
w
vertical bars
Zip-tie to
Flow
Zip-ties
over inlet mouth)
dam (fit snugly
Curb inlet sediment
5
"
Var. 36" to 70"
sediment dam
Curb inlet
3' OC to hold in place
end of wattle and
Place a sandbag at each
or wattle
filter sock
Compost
Inside diameter
12"
plans and notes
wattle, size varies. See
Compost filter sock or flow (typ.)Surface
not feasible
when staking is
Secure with zip-tie
around inlet basin
Min. 6' of sodFlow
Flow
Flow
Flow
#5 Rebar
Geotextile insert
overlap
Sewn 6"
#5 Rebar
Flow
Grate
Flow
overlap
Sewn 6"
aggregate
Open graded
depth over inlet
Aggregate, 12" min.
Wire mesh
Geotextile
at 3' OC in pavement areas
Hold in place with sandbags
to prevent sock movement.
3' OC, typ. Tie sock at overlap
2"x2"x36" wooden stakes
areas
sandbags at 3' OC in pavement
movement. Hold in place with
Tie sock at overlap to prevent sock
2"x2"x36" wooden stakes 3' OC, typ.
from entering the catch basin.
as needed to prevent sediment laden water
Adjust, replace or modify the inlet protection
site.
filter insert or wattle prior to leaving the
wattle to force storm water to flow through
side of opening tight against curb. Adjust
Install wattles over opening and 36" to each
detail.
Install prefabricated filter insert per Type 3
Type 11 - Wattle barrier with filter insert
are combined at a catch basin.
where at-grade inlet grate and curb inlet
required for use with inlet filter insert
mouth. Curb inlet sediment dam is
Fit curb inlet sediment dam snugly into inlet
Type 10 - Curb inlet sediment dam
installations.
use synthetic mesh socks for temporary
used safely.
or areas where the larger socks can be
Use 12" to 18" dia sock in non-traffic areas
(Type 7 cont.)
12"
compost filter socks
necessary for
Sandbags are not
hold wattles in place.
Use sandbags to
Sandbags (typ.).
areas.
Use 8" to 12" dia sock on curbside in traffic
recommendations (12"min., 36" max.).
Overlap ends of sock per manufacturers
of the sock.
6" into ground and flush with the top
Drive 2"x2" wood stakes a minimum of
Type 7 - Compost filter sock
Field fabricated inserts are not allowed.
entering project storm systems.
prevent the potential of sediments
accompanied by additional BMP's to
overflow are allowed only when
Prefabricated inserts with provisions for
manufacturer recommendations.
to the plans, special provisions, and
Install prefabricated filter inserts according
Type 3 - Prefabricated filter inserts
Install aggregate over the geotextile fabric.
structure.
wire mesh and perimeter area around
Place sediment fence geotextile over the
Place the wire mesh over the grate.
Type 2 - Geotextile/wire mesh/aggregate
NOTES:
harvest of the sod
of inlets within 36 hours of
Install sod around the perimeter
NOTE:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD1032
TYPE 8
SEDIMENT BARRIER
R
D
1
0
3
2
.
d
g
n
REMOVED CALC BOOK NUMBERS01-2021
20-JAN-2021N/A
2
0
-
J
A
N
-
2
0
2
1
per sock
250' max.
A
A
NOT TO SCALE
COMPOST FILTER SOCK
SLOPE APPLICATION - PERSPECTIVE VIEW
PLAN
SECTION A-A
ALTERNATIVE 1 (Staking)ALTERNATIVE 2 (Staking)
>1:2
1:5 - 1:2
1:10 - 1:5
1:50 - 1:10
<1:50
SLOPE
(ft)
SPACING
(in)
DIAMETER
8
12
12
18
1825
50
100
125
250
AND SPACING BASED ON SLOPE
COMPOST FILTER SOCK DIAMETER
Flow
Flow
Flow
around (typ.)
end to prevent flow
* 2' at 30° angle each
*3
0
°
Contour line (typ.)
Flow
4
"
M
a
x
.
3
"
M
i
n
.
1
2
"
M
i
n
.
Flow
4
"
M
a
x
.
3
"
M
i
n
.
1
2
"
M
i
n
.
for size and spacing
Compost sock see table
Top of slope
top of slope
5' max. below
toe of slope
5'-0" above
Toe of slope
Stagger joints typ.
5'-0" to 10'-0"
compost 03020
sock filled with coarse
Compost filter
5' OC (typ.)
stake, spaced every
2'x2'x36" wooden
stake (typ.)
drawn and tied off at
Excess sock material
Length varies
at ends
upward
Turn lip
* 2' min.
plans for applicability
Compost blanket, see
Compost filter sock
2"x2"x36" wooden stake
plans for applicability
Compost blanket, see
Compost filter sock
2"x2"x36" wooden stake
5' min.
sock
perimeter
work or
Limit of
CL
CL
CL
See table and plans for distance
Equal spacing
See table and plans for distance
Equal spacing
and spacing
see table for size
Compost filter sock,
CL
CL
10'-0" preferred
of slope min.
5'-0" from toe
plans and table
along slope, see
spaced equally
Compost filter socks
sock connection detail
details. See alternative
and Alternative 2 staking
stake typ., see Alternative 1
2"x2"x36" min. wooden
overlap typ.
12" min. joint
removed, synthetic sock mesh should be used.
Where compost socks must be moved or
is recommended for permanent installations.
Fully biodegradable compost sock mesh
NOTE:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
RD1070
CONCRETE TRUCK WASH OUT
R
D
1
0
7
0
.
d
g
n
20-JAN-2021N/A
2
0
-
J
A
N
-
2
0
2
1
A A
PLAN
NOT TO SCALE
NOT TO SCALE
STAPLE DETAIL
SECTION A-A
CONCRETE TRUCK WASH OUT FACILITY
(2 staples per bale)
Staple plastic lining to bales
2"
6
"
steel wire
1/8" dia.
Stake (typ.)
Straw bale (typ.)
10' min.
V
a
r
i
e
s
straw bale
rectangular
Standard
plastic lining
10 Mil polyethylene
and driven at least 12" into soil)
2"x2" wood stakes (2 per bale
TM500
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
T
M
5
0
0
.
d
g
n
Changed Min. widths for CH, TM, TM-40, and TS07-2020
07-01-2020N/A
0
7
-
0
1
-
2
0
2
0
DISABLED PARKING DETAIL (white)
4" white edge line
Edge of pavement
17'
1'
20'
4"
Direction of Traffic
36°
36°
3'
4'
36°
3'
4'
LL
L
L
LL
LL
L
LLL
LL
L
TS
LL
LL
L
L
LL
4'
Direction of Traffic
36°
3'
L
9'
3'
8" white line
1'
20'
4'
4"8 " white line
12'12'12'
L For traversable medianL
9'
3'
L
12'
LL
1'
1
'
6
"
1'
For Centerline
DLL DLL-2
36°
36°
3'
Direction of Traffic
BYLD
L E G E N D
36°
36°
Direction of Traffic
CH
For lane lines in drop lanes
LL
For lane lines in acceleration/deceleration lanes
40'
40'
40'
10'
10'
40'
For lane extensions and bike lane extensions For lane extensionsFor lane extensions
40'
TM-40
30'10'
40'
8'
40'
20'
30'
10'
40'
40'
30'
30'
(Typ.)
Wheel Stop
YD
NPL
YBWB
TWL
WD-2
NPR
ND
Direction of Traffic
YLD
TM
4 " space
NDW
Thru Traffic Side
WD
D
YW-2W
2'
4" space
36°
36°
L
4" space
4" space
4"
4"
30'
4" YELLOW LINE
4" WHITE BROKEN LINE
4" space
LL
L
L
LL
LL
L
L
LL
8'8'
8
'
6'6'6'
2'2'
8'
9
'
1' space
8'
4" YELLOW BROKEN LINE
8" WHITE LINE4" WHITE LINE
10'
40'40'
8'
3
'
2'
1'
1'
1'
8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE
Yellow Line
Narrow Double
Yellow Line
Narrow Double
YIELD LINE (white)
for field layout
angle orientation
for field layout
angle orientation for field layout
angle orientation
striping plans
Lane line dimensions are shown on the
Or Thru Traffic Side
Direction Of Traffic, Increasing Stationing
1' WHITE BARS AT 20' SPACING
CHEVRON BARS
BICYCLE YIELD LINE (white)
4" YELLOW LINES
NO-PASS RIGHT
Yellow Line
Narrow Double
for field layout
angle orientation
4" white line
R
o
u
t
e
A
c
c
e
s
s
i
b
l
e
4
"
w
h
i
t
e
l
i
n
e
1' WHITE BARS AT 20' SPACING
TRANSVERSE SHOULDER BARS
4" YELLOW DOTTED LINE
4" white line
1' YELLOW BARS AT 40' SPACING
TRANSVERSE MEDIAN BARS
distance between left turn refuges exceeds 200'
For use at painted medians where
Increasing Stationing Increasing Stationing
Yellow Line
Narrow Double
2' (Typ.)
8" WHITE DOTTED LINE 4" WHITE DOTTED LINE
1' YELLOW BARS AT 20' SPACING
TRANSVERSE MEDIAN BARS
3' 5"
3
'
4" YELLOW LINES
NO-PASS LEFT
4" YELLOW LINES
TWO-WAY LEFT TURN
TWO 4" WHITE LINES
NARROW DOUBLE NO-LANE CHANGE
TWO 4" YELLOW LINES
DOUBLE NO-PASS
TWO 4" YELLOW LINES
NARROW DOUBLE NO-PASS
(thru traffic side )
HC
4.5' min.min.
4.5'
min.
4.5'
min.
4.5'
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM501
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
T
M
5
0
1
.
d
g
n
Some Detail Blocks moved to new Std. Drawing TM50407-2020
01-03-2022N/A
0
1
-
0
3
-
2
0
2
2
8'9"
8'9"
8'9"
1'6"
8'9"
8'9"
8'9"
1'6"
8'9"
1'6"
1
4
'1
0
"
6'5"
6'
3'4"
6'
6'
6'
8'9"
6'
3'4"
6'
3'4"
6'
1'
1'
1'
1'
6"
6"
6"
1'6"
6"
6'
6"
6"6"
For arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway Signs
2. Arrow and letter dimensions nominal, excluding WWA.
1. Center pavement markings within the lane width.
General Note:
For arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway Signs
version of Standard Highway Signs
For arrow proportion details, see current
For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs For arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway Signs
For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs
12'
12'
19'
12'
19'
12' 9"
24'
12' 9"
9' 6"
18'
6'
E-SA
WWA
E-LSA
RA RSALSASA
E-LA E-RA
1'
2'
8'
9'
E-RSA E-RALA E-RSLA
11'11'
1'
1'
1'
RSLA
LA
12' 9"
8'
RALA
6'
19'
8'
12'
RIGHT TURN STRAIGHT LEFT TURN ARROW (white)
LEFT TURN ARROW (white)
RIGHT TURN LEFT TURN ARROW (white)
RIGHT TURN ARROW (white)
WRONG-WAY ARROW (white)
(white)
ELONGATED LEFT TURN STRAIGHT ARROW
(white)
ELONGATED RIGHT TURN STRAIGHT ARROW
ELONGATED LEFT TURN ARROW (white)ELONGATED RIGHT TURN ARROW (white)
ARROW (white)
ELONGATED RIGHT TURN STRAIGHT LEFT TURN
ARROW (white)
ELONGATED RIGHT TURN LEFT TURN
RIGHT TURN STRAIGHT ARROW (white)LEFT TURN STRAIGHT ARROW (white)STRAIGHT ARROW (white)
ELONGATED STRAIGHT ARROW (white)
3'4"
FISH-HOOK LEFT TURN ARROW (white)
F-LA
13'
1'
7'
For arrow proportion details, see the current ODOT Traffic Line Manual
1'
7'
For arrow proportion details, see the current ODOT Traffic Line Manual
1'
7'
For arrow proportion details, see the current ODOT Traffic Line Manual
1'
7'
For arrow proportion details, see the current ODOT Traffic Line Manual
F-SA
16'
1'
For arrow proportion details, see the current ODOT Traffic Line Manual
1'
For arrow proportion details, see the current ODOT Traffic Line Manual
F-RALA F-RSA F-LSA F-RSLA
(white)
FISH-HOOK RIGHT TURN LEFT TURN ARROW
FISH-HOOK STRAIGHT ARROW (white)(white)
FISH-HOOK RIGHT TURN SRAIGHT ARROW
(white)
FISH-HOOK LEFT TURN STRAIGHT ARROW
TURN ARROW (white)
FISH-HOOK RIGHT TURN STRAIGHT LEFT
13' 10"
7'
3'4"
7'
3'4"
16'
3'4"
19' 4"
3'4"
19' 4"
7'
1
4
'
1
0
"
6'5"
version of Standard Highway Signs
For arrow proportion details, see current
1
8'
20°
LRA-L LRA-R
Edge Line
LEFT LANE ENDS (white)
LANE REDUCTION ARROW -
1
8
'
20°
Left Edge Line
Centerline or
RIGHT LANE ENDS (white)
LANE REDUCTION ARROW -
01-2022
Fish-hook Arrows added, LRA split into LRA-L and LRA-R
Corrected bubble callout of LRA-L and typo in LRA-R
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM502
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
T
M
5
0
2
.
d
g
n
Changed min. width of TM/B from 6' to 4.5'07-2020
01-03-2022N/A
0
1
-
0
3
-
2
0
2
2
For Centerline or Left Turn Lane
20'
LL
20'
LL
2" Space
4" Space
4" Space
10'
L
10'
Thru Traffic Side
L
15'
10'
15'
40'
15'
15'
40'
L
L E G E N D
L
2" Space
20'20'
40'
15'
15'
40'
LL
4" Space
both left and right in this symbol
Bi-directional yellow marker reflects yellow
15'
15'15'
Direction Of Traffic
3'
LL
L
LL
L 15'
15'
15'
3'
LL
9'
12'
12'12'12'12'
9'
12'
Direction Of Traffic
12'
20'20'
L
10'
10'
40'40'
LL
36°L
L
Direction Of Traffic
L
1'6"2'40'
36°
3'
4'
10'
40'40'
80'
15"
4" Yellow Type II Button
80'
12'
4" Space
2" Space
4" Space
20'
4"
4"
40'40'
20'
40'
2" Space
40'
LL
Increasing Stationing
L
40'40'
L
40'
20'20'
40'
LL
2" Space
24'
12'
L
20'
Thru Traffic Side
L
L
Direction Of Traffic
L
12'
9'
3'
L
LL
L For Centerline
LL
L
2" Space
20'
L
2" Space
20'20'
4'6"
4'6"
4'6"
15'
15'
10'
L
Direction Of Traffic
L
80'
20'
LL
20'
2" Space
4"
4"
LL
2" Space
20'20'
WB
R-40
YB
R-40
TRANSVERSE MEDIAN BAR SUBSTITUTION
BUTTON
TM
B
YB
R-80
WHITE DOTTED LANE LINE SUPPLEMENTATION
REFLECTORS WITH 4" WHITE DOTTED LANE LINE
DLL
R-12
4" White Mono-Directional
Type I Reflector
4" White Mono-Directional
Type I Reflector
WIDE DOTTED LANE LINE SUPPLEMENTATION
REFLECTORS WITH 8" WHITE DOTTED LANE LINE
4" White Mono-Directional
Type I Reflector
YELLOW BROKEN LINE SUPPLEMENTATION
REFLECTORS WITH 4" YELLOW BROKEN LINE
YELLOW BROKEN LINE SUPPLEMENTATION
REFLECTORS WITH 4" YELLOW BROKEN LINE
WHITE BROKEN LINE SUPPLEMENTATION
REFLECTORS WITH 4" WHITE BROKEN LINE
12"
max.
angle orientation
for field layout
Narrow Double
Yellow Line
DLL-2
2R-12
CHANNELIZING LINE SUPPLEMENTATION
REFLECTORS WITH 8" WHITE LINE
Mono-directional crystal white marker
reflects white to the left in this symbol
W-2
2R-20R
CHANNELIZING LINE POSITIONING GUIDE
REFLECTORS WITH 8" WHITE LINE
4" White Mono-Directional
Type I Reflector
4" Yellow Bi-Directional
Type I Reflector
4" Yellow Bi-Directional
Type I Reflector
NO-PASS LEFT POSITIONING GUIDE
REFLECTORS WITH 4" YELLOW LINES
TWL
R-40
General note:
1) Surface mount Raised Pavement
Markers (RPMs) unless otherwise specified.
4" Yellow Bi-Directional
Type I Reflector
TWO WAY LEFT TURN POSITIONING GUIDE
REFLECTORS WITH 4" YELLOW LINES
Thru Traffic SideThru Traffic Side
Thru Traffic Side
Thru Traffic Side
Lane line dimensions are shown on the
striping plans
Direction Of Travel, Increasing Stationing or
Thru Traffic Side
Increasing Stationing
4" White Mono-Directional
Type I Reflector
Thru Traffic Side
Thru Traffic Side
4" Yellow Bi-Directional
Type I Reflector
W-2
2R-20L 4" White Mono-Directional
Type I Reflector
D
R-40
NARROW DOUBLE YELLOW POSITIONING GUIDE
REFLECTORS WITH TWO 4" YELLOW LINES
ND
R-20
ND
R-40
WIDE DOTTED LANE LINE SUPPLEMENTATION
REFLECTORS WITH 8" WHITE DOTTED LANE LINE
4" White Mono-Directional
Type I Reflector
DLL-2
2R-24
CHANNELIZING LINE SUPPLEMENTATION
REFLECTORS WITH 8" WHITE LINE
W-2
R-20L
4" White Mono-Directional
Type I Reflector
YELLOW LINE POSITIONING GUIDE
REFLECTORS WITH 4" YELLOW LINE
Y
R-40
NO-PASS RIGHT POSITIONING GUIDE
REFLECTORS WITH 4" YELLOW LINES
NPR
R-40
NPL
R-40
4" Yellow Bi-Directional
Type I Reflector
DOUBLE NO-PASS POSITIONING GUIDE
REFLECTORS WITH TWO 4" YELLOW LINES
NARROW DOUBLE YELLOW POSITIONING GUIDE
REFLECTORS WITH TWO 4" YELLOW LINES
DOUBLE NO-PASS POSITIONING GUIDE
REFLECTORS WITH TWO 4" YELLOW LINES
D
R-20
4" Yellow
Bi-Directional
Type I Reflector
0"-1" space
between pair
of markers
W-2
R-20R
0"-1" space
between pair
of markers
0"-1" space
between pair
of markers
0"-1" space
between pair
of markers
4" Yellow
Bi-Directional
Type I Reflector
4" Yellow
Bi-Directional
Type I Reflector
4" Yellow
Bi-Directional
Type I Reflector 4" Yellow
Bi-Directional
Type I Reflector
4" White Mono-Directional
Type I Reflector
WHITE BROKEN LINE SUPPLEMENTATION
REFLECTORS WITH 4" WHITE BROKEN LINE
WB
R-80
30'
CHANNELIZING LANE LINE POSITIONING GUIDE
REFLECTORS WITH 8" WHITE LINE
4" White Mono-Directional
Type I Reflector
W-2
2R-20
Thru Traffic
Thru Traffic
Thru Traffic Side
YELLOW LINE POSITIONING GUIDE
REFLECTORS WITH 4" YELLOW LINE
Y
R-20
MEDIAN SIDE
(typ. raised median)
4" Yellow
Bi-Directional
Type I Reflector
MEDIAN SIDE
4.5'
min.
CHANNELIZING LINE POSITIONING GUIDE
REFLECTORS WITH 8" WHITE LINE
01-2022 Removed "LANE" from W-2/R-20R title
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM503
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
T
M
5
0
3
.
d
g
n
Added note for measurement of Standard Crosswalk07-2022
07-08-2022N/A
0
7
-
0
8
-
2
0
2
2
BIKE LANE STANDARD STENCIL (white)
TWO 1' WHITE BARS
STANDARD CROSSWALK
4 "
6'
9'
For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs
edge line
Yellow
to miss wheel tracks)
(adjust spacing
3' min. to 5' max.
Install per Standard Drawing TM530
edge line
White
4 "
P
12"
12"
ON-STREET PARKING DETAIL (white)
ONLY (white)
BUS
12"
SLM
4 "
X
24"
24"
4" white lines
1. Arrow, letter, and bike symbol dimensions nominal.
General Note:
SHARED LANE MARKING (white)
Install per Standard Drawing TM530
Pavement (EP)
Edge of
EP
Install per Standard Drawing TM530
1' & 8" WHITE BARS
RAMP METER STOP BAR
For proportion details, see current version of Standard Highway Signs
Center marking within lane width or as shown
2' WHITE BAR
STOP BAR - LARGE
Install per Standard Drawing TM530
2' WHITE BARS
STAGGERED CONTINENTAL CROSSWALK
1' WHITE BAR
STOP BAR
End Marking
For proportion details, see current version of Standard Highway Signs
For letter proportion details, see current version of Standard Highway Signs
Center marking within lane width
For proportion details, see current version of Standard Highway Signs
For letter proportion details, see current version of Standard Highway Signs
For letter proportion details, see current version of Standard Highway Signs
For proportion details, see current version of Standard Highway Signs
Center marking within lane width
Center marking within lane width Center marking within width of two lanes Center marking within width of two lanesCenter marking within lane width
Center marking within lane width Center marking within lane width
Center marking within lane width
4'
3'
6'6'6'6'6'6'6'
6"
BIKE RIGHT TURN STENCIL (white)
CW
BS
BIKE LEFT TURN STENCIL (white)
Varies
8'
6"
2'
Varies
BUS (white)SCHOOL - LARGE (white)CROSSING - LARGE (white)
1'
For multi-lane ramp meter applications
S S-2 S-RM
2'
1'
15'
8'10'10'
SCH
Direction of Travel
ON
8'
L E G E N D
6'
SCHOOL (white)
SCH-LG CRS-LG
XNG
X-ING (white)
8'
7'
Extend to EP if X<20'
placement
Verify loop detector
(center within EP)
8" white bar
9'8"19'8"19'8"
CW-SC
GRN BLE-Gwidth of lane
Color full
between dotted lines
Color full width of lane
3' 4"3' 4"3' 4"
3' 4"3' 4"
4' 6"
6'
3' 4"
BIKE STENCIL (white)
B
SOLID LINE (green)
GREEN SUPPLEMENTAL BICYCLE LANE
DOTTED LINE EXTENSION (green)
GREEN SUPPLEMENTAL BICYCLE LANE
2'
4'
3'6"
BR BL
BD
2'
2"
6"
5"6"
2"
BICYCLE DETECTOR MARKING (white)
3' 6"
9' 4"
Center marking within lane width Center marking within lane width
6'6'
6"
BIKE RIGHT TURN STRAIGHT STENCIL (white)
3' 4"
For proportion details, see current version of Standard Highway SignsFor proportion details, see current version of Standard Highway Signs
BRS BLS
BIKE LEFT TURN STRAIGHT STENCIL (white)
6' 6"
3' 9"
6'6'
6"
3' 4"
6' 6"
3' 9"
Used for Intersection Bicycle Box applications
Varies Varies
8" white
8" white
8" white
8" white
Place marking within bicycle box, ceneterd with motor vehicle lane width where bicycle acuates the traffic signal
PLace Bicycle Detector Pavement Marking in optimum loction
1'
1'
marking to inside of marking
10' measured from inside of
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM504
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
T
M
5
0
4
.
d
g
n
New Drawing for additional Detail Blocks07-2020
07-01-2020N/A
0
7
-
0
1
-
2
0
2
0
R R R R
See TM505
Var.
3'
MIN
9'
Install per ODOT Rail Crossing Order or as shown.
MIN
9' 8' WIDTH
LANE
Install per ODOT Rail Crossing Order or as shown.Install per ODOT Rail Crossing Order or as shown.
Sign W10-1
2. Arrow and letter dimensions nominal, excluding WWA.
1. Center pavement markings within the lane width.
General Note:
Sign W10-1
WIDTH
PATH
SHARED USE
OR
BIKE LANE
140'
MIN
6'
WIDTH
LANE
MIN
6'
For barrier and fence details, see Std. Dwg. RD110
Barrier
pavement
Edge of
pavement
Edge of
with 6" spaces
(8 req'd.)
6" white line
Alternate
paved surface
Stripe full width of
For letter proportion details, see current version of Standard Highway SignsFor letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs
6" white line
2'
20'
35'
4'
10'
25'
1'
2'
2'
8"
BRRNRR
16"40"
Fence
CG
-
12'
+
HOV
+
50'
3'
-50'
2'
20'
6'
25'25'
1' 6"
6' 6"
16"
RR
2'
2'
TM505
See
Var.
DIAMOND DETAIL (white)
HIGH-OCCUPANCY VEHICLE
BICYCLE RAILROAD CROSSING (white)
CATTLE GUARD (white)
RAILROAD CROSSING (white)NARROW RAILROAD CROSSING (white)
6'6"
7
'
6
"
For letter proportion details, see current version of Standard Highway Signs
8'
LIGHT RAIL TRANSIT (white)
4.5'
LRT
Center marking within lane width
LL
YB-SP
3'9'
12'12'
4" YELLOW SHARED PATH BROKEN LINE
36°
3'20'
4'
36°
36°
Direction of Traffic
for field layout
angle orientation
8" WHITE BARS AT 20' SPACING
CHEVRON BARS - BUFFER SPACE
6' max.
3' min.
CH-BS
Or Thru Traffic Side
Direction Of Traffic, Increasing Stationing
Wide White Line
Wide White Line
8"
Direction of Traffic
LL
LL
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM505
PAVEMENT MARKINGS
RAIL CROSSING
T
M
5
0
5
.
d
g
n
Extended accompanied by drawings to include TM50407-2020
01-03-2022N/A
0
1
-
0
3
-
2
0
2
2
R R
R R R R
A
Install stop bar perpendicular to roadway.
where an automatic gate arm crosses the roadway.
A = 12' min. from nearest rail or 1' in advance of the location
This sheet to be accompanied by Std. Dwg. Nos. TM500 thru TM504
W10-1
Sign
10' min.
(See Table "B")
SSD
NPL
(mph)
Speed
Posted
SSD (In feet)
Distance
Safe Stopping
Table "B"
(See Table "B")
SSD
10' min.
140'
4) See TM504 for RR and BRR legend dimensions.
3) Start and end all longitudinal lines within 2 ft. of the nearest rail.
2) Install all markings per Crossing Order or as shown.
1) See OAR Chapter 741-110 for details.
General Notes:
A
140'
bottom to top
Increasing stationing from
100 ft. min.
lane use arrows cannot be installed.
Lane use signing required if
the tracks.
between the RxR stop bar and
Do not place lane use arrows
15'
W10-1
Sign
W10-1
Sign
W-2
W-2
YB
LSA
BRR
RR
W
L E G E N D
Direction of Travel
RR
W
YB
BRR
RA
W-2
NPL
NPR NPR
W-2
S-2
S-2
RA
LSA
D
NO BIKE LANE
TYPICAL RAILROAD GRADE CROSSING MARKINGS
RAILROAD GRADE CROSSING MARKINGS
TYPICAL SHARED USE PATH
AT INTERSECTIONS WITH MULTIPLE LANES
RAILROAD GRADE CROSSING
LANE USE ARROW MARKINGS APPROACHING
WITH BIKE LANE
TYPICAL RAILROAD GRADE CROSSING MARKINGS
75
70
65
60
55
50
45
40
35
30
25
20
15
10
820
730
645
570
495
425
360
305
250
200
155
115
80 (100 Standard)
50 (100 Standard)
01-2022 Corrected notes to reference TM504 instead of TM501
Added 70 abd 75 mph matching the Traffic Line Manual
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM521
NON-PROFILED
SURFACE & GROOVE INSTALLED
PAVEMENT MARKINGS
DURABLE & HIGH PERFORMANCE
T
M
5
2
1
.
d
g
n
Changed groove width for 4 in. markings07-2021
20-JAN-2023N/A
2
0
-
J
A
N
-
2
0
2
3
Top of pavement
Marking Width
Thickness
Material
SURFACE INSTALLED MARKINGS
Marking Length
A
Width
Marking
Thickness
Material
Depth
Groove
Marking Length Taper
3 ± 1 in.
Taper
3 ± 1 in.
General Notes:
Durable Method 'A' & Method 'D'
2) See Standard Specification 00850.46 for marking installation tolerances.
1) See Standard Drawing TM500 and/or project plans for marking length and width dimensions.
B
GROOVE INSTALLED MARKINGS
B
GROOVE INSTALLED GROOVE AND MATERIAL DIMENSIONS
SECTION B - B
Var.25 mils
Var.
Pavement Marking Material Type Thickness
MaterialGroove Depth
High Performance
Recess Depth
Marking Material
Pavement Marking Material Type
SECTION A - A
to top of material
from top of pvmt.
Recess depth
Top of pavement
Durable Method 'A' & Method 'B' & Method 'D'
25 mils High Performance
Thickness
120 mils 220 ± 20 mils 45 ± 5 mils
60 ± 10 mils
SURFACE INSTALLED MATERIAL THICKNESS
Marking width + 1 ± 0.125 In.
01-2023 Changed groove width back to previous width for 4 in. markings
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM530
STOP BAR & BIKE LANE STENCIL)
MARKINGS (CROSSWALK,
INTERSECTION PAVEMENT
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Direction of Travel
To be accompanied by Standard Dwg. Nos. TM500 thru TM504
W YB
(do not stripe)
of turning vehicle
Wheel track
* 4' min. to 30' max.
L E G E N D
PAVEMENT MARKINGS FOR TYPICAL INTERSECTION
S YB YB W
SYB
min.12'min.
15'
Throat of ramp
S
YB
S
YB
YB
YB
Swept path of turning vehicle
W
W
Wheel Tracks
Lane Width (LW)
STAGGERED CONTINENTAL LAYOUT
Curb line
CW
CW
CW
CW
AT INTERSECTION
STANDARD CROSSWALK BARS
CW-SC
SIDE STREET
turning vehicle
Wheel track of
SIDE STREET
W-2
WD-2
BS
RA
W-2
BS
W-2
BS
LL LL LL
LL
LW/2 LW/2
L
10'
5'
RESPECT TO PEDESTRIAN RAMPS
STOP BAR PLACEMENT WITH
Detail "A"
RESPECT TO TURN RADII
STOP BAR PLACEMENT WITH
Detail "B"
FOLLOWING INTERSECTIONS
INSTALLATION OF BIKE LANE STENCILS
FOR BIKE LANE SEPARATED BY RIGHT TURN LANE
INSTALLATION OF BIKE LANE STENCILS
turning vehicle's swept path
Place stop bar outside of
turning movements.
and/or vehicle turn radii (see Detail "B"). Field verify sight distance and truck
to be increased, depending on location of pedestrian ramps (see Detail "A")
edge of pavement, or curb face. Minimum stop bar distance may need
Locate stop bar 4' min. to 30' max. in advance of the extended fog line,
* Stop bar shall be placed as near as possible to the intersecting traveled way.
LW/2 to avoid wheel tracks)
(stripes should be centered on L and
2' stripes with 3' to 5' gap
of right turn lane)
(Typ. at full width
Beginning of "W-2"
(Typ. at start of taper)
End of "W-2"
right turning vehicle wheel tracks.
Install bike lane stencil to avoid
General Note:
or 5' back of extended fog line, edge of pavement, or curb face.
the ADA ramp is entirely within crosswalk markings,
1. Install crosswalk bars such that the throat of
General Note:
(Typ. 3' to 5')
Throat of Ramp
ramp edge to stop bar
2' to 3' from throat of
SIDE STREET
shown on the striping plans
- Lane line dimensions are
4' min.
is 8' or more
if shoulder width
Edge line termination
* 4' min. to 30' max.
diagonal ramp*)
(both sides of
2' min.
* = Refer to Std Dwg RD916
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM671
WIND SPEED MAP
3 SECOND GUST
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M A L H E U R
H A R N E Y
L A K E
C R O O K
J E F F E R S O N
D E S C H U T E S
W H E E L E R
U M A T I L L A
M O R R O W
G I L L I A M
H O O D
R I V E R
U N I O N
B A K E R
W A L L O W A
M U L T N O M A H
C L A C K A M A S
M A R I O N
C L A T S O P
T I L L A M O O K
Y A M H I L L
S H E R M A N
C O L U M B I A
W A S H I N G T O N
B E N T O N
L I N C O L N L I N N
P O L K
L A N E
D O U G L A S
C O O S
C U R R Y
J O S E P H I N E J A C K S O N
K L A M A T H
G R A N T
ST. HELENS
ASTORIA
DALLAS
ALBANY
NEWPORT
CORVALLIS
OREGON
CITY
DALLES
THE
PRINEVILLE
BEND
GRANTS
PASS
KLAMATH
FALLS
PENDLETON
LA GRANDE
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
BAKER
CITY
HILLSBORO
McMINNVILLE
1.
2.
3.
4.
5.
6.
7.
8.
9.
higher wind speed shall be used.
Localities may have adopted wind speed higher that shown on this map. Those
River Gorge winds shall be designated 110 mph areas.
Areas in Multnomah and Hood River counties with full exposure to Columbia
All areas with full exposure to ocean winds shall be designated 110 mph areas.
The Interval Height (Kz) is 30 ft.
special wind regions and shall be examined for unusual wind conditions.
Mountanious terrain, gorges, and ocean promontories are classified as
The mean recurrence interval is 50-Years.
The Exposure Catagory is C.
The wind velocities shown above are 3-Second Gust wind velocities.
to account for locations in the State with special wind regions.
the wind speed map shown in Figure 1609 of the 2007 Oregon Structural Code
and Traffic Signals", Appendix C, Figure C-3 and Section 3, Figure 3-2. It uses
"Standard Specifications for Structural Supports for Highway Signs, Luminaires
The wind velocity map as shown is adapted from AASHTO 2001 4th Edition - See Note 8
Lattitude 45° 30'
I-84 (Hwy 6) at M.P. 229.24
OR 11 (Hwy 8) at M.P. 15.89
Longitude 118° 30'
Note 7
See
- 85 mph - 95 mph - 105 mph - 110 mph
See notes
7 and 8
NOTES:
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM676
SIGN ATTACHMENTS
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ADDED OPTIONAL LAG SCREW DETAIL07-2020
10-JUL-2020N/A
1
0
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0
2
0
(length as required by support)
" ø mounting hole16
7or 316 inside
" ø Stainless steel bolt Type 3048
3
Stainless steel flat washer *
" O.D. min. ASTM 3168
7
Square Tube (Wood Post Shown)
Wood Post, C channel, or sign face
Reflective sheeting
ANCO PIN-LOC
Top Lock Locknut
for nylon locking nuts:
** Acceptable substitute
" thick16
1" O.D., 8
7
" I.D.8
3Nylon washer, nom.
Except for Lag Bolts
turn nut on opposite side,
Hold bolt head in place and
ASTM 316 flat washers*
" O.D. min. Double Stainless steel 8
7
SIGN ATTACHMENT DETAIL
TRI-LOC®
substitue
with neoprene layer is an acceptable
* Stainless steel bonded sealing washer
Nut w/ nylon locking feature **
sign face
Reflective sheeting
ASTM 316 flat washers*
" O.D. min. Double Stainless steel 8
7
substitue
with neoprene layer is an acceptable
* Stainless steel bonded sealing washer
Wood Post
" to 1".4
1nuts within the limits of
4) Post bolts to extend beyond the tightened
when locknuts are not used.
3) Burr threads at junction with nut
signs are placed on both sides of post.
2) Use nylon and stainless steel washers when
instead of through bolt.
" x 3" lag screws can be used8
3of post,
1)When signs are placed on opposing sides
Note:
depth of lag screw.
Drill 11/32" pilot hole entire
only when specified on a project.
Note: This optional detail is to be used
OPTIONAL WOOD POST LAG SCREW DETAIL
" thick16
1" O.D., 8
7
" I.D.8
3Nylon washer, nom.
Do not overtighten and damage sign.
until all plies are in firm contact.
3/8" dia. x 3" lag screw. Tighten
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM681
SIGN SUPPORT INSTALLATION
SQUARE TUBE (PSST)
PERFORATED STEEL
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Accompanied by dwgs.TM200, TM671, TM687, TM688, TM689, TM822
X
YYXY
Z
Z
X
2'-0" Min.
4
"
M
a
x
.
4
"
M
a
x
.
0.15X Min.
(Typ.)
3'-0" Max.9'-0" Max.
X
Y
2'-0" Min.
0.15X Min.
(Typ.)
3'-0" Max.9'-0" Max.
Z
4
"
M
a
x
.
2'-0" Min.
9'-0" Max.
No scale No scale
No scale
No scale
for base type
Requirments
See Base
Center
Sign Area
for base type
Requirments
See Base
Sign Area Center
for base type
Requirments
See Base
Sign Area Center
3 Second Gust Wind Speed (TM671)
165
136
1
330
272
2
95 MPH
Number of Posts
79 158
105 or 110 MPH
132
109
1
264
218
2
63 126
119
1
238
196
2
57 114
364
215
1
728
430
2
250
292
172
1
584
344
2
200
263
155
1
526
310
2
90 180
Number of Posts
1 2
Slip
SlipSlip
231 462 185 370 167 334
261 522 209 418 189 378
Square Tube Size
2"-12 ga.
98
SlipSlip
*
Square Tube Size
2"-12 ga.
*
125 100
357
294
3
171
501
396
327
3
189
555
Number of Posts
495
408
3
237
693
85 MPH
Number of Posts
789
465
3
270
567
876
516
3
300
627
1092
645
3
375
783
3 Second Gust Wind Speed (TM671)
95 MPH
Number of Posts
105 or 110 MPH
Number of Posts
85 MPH
Number of Posts
Anchor
Anchor
3
N/A
Slip
Slip
Slip
Square Tube Size
2"-12 ga.
*
(Typ.)
requirements.
for hole
See Note 4
Anchor
3. N/A - Do not use this option.
foundation details.
2. Slip - See Drawing TM688 for PSST slip base
foundation details.
1. Anchor - See Drawing TM687 for PSST anchor
1.
2.
3.
4.
5.
6.
7.
8.
9.
12.
11.
10.
Signals 4th Edition, 2001, 2002, 2003, and 2006 interim revisions.
Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic
Perforated Steel Square Supports are designed in accordance with the AASHTO
TM671.
The design basic wind speed (3 second gust) shall be according to the wind map shown on
recommendation and based on crash testing.
Material grade for base hardware connection shall be according to the manufacturer's
Steel post shall have a minimum yield stress of 50 ksi.
General design parameters are Kz = 0.87, Cd (sign) = 1.20, and G = 1.14.
Permanent signing uses an Ir = 0.71 for a recurrence interval of 10 years.
Temporary signing uses an Ir = 0.45 for a recurrence interval of 1.5 years.
The sign width to sign height or sign height to sign width ratio shall not exceed 5.0.
Posts protected by barrier or guardrail do not require slip bases.
temporary signs refer to TM822.
For horizontal and vertical clearances of permanent signs refer to TM200 and of
SINGLE POST ELEVATION TWO POST ELEVATION
THREE POST ELEVATION
PERMANENT PERFORATED STEEL SQUARE TUBE TABLE
TEMPORARY PERFORATED STEEL SQUARE TUBE TABLE BASE REQUIREMENTS
GENERAL NOTES:
"-12 ga.2
1" & 24
12
"-10 ga.2
12
"-12 ga.2
12
"-12 ga.2
1" & 24
12
"-10 ga.2
12
"-12 ga.2
12
" - 12 ga. detail.2
1" & 24
1* - See 2
Square Tube
Perforated Steel
" - 12 ga.2
12
Square Tube
Perforated Steel
" - 12 ga.4
12
"-12 ga.2
1" & 24
12
"-10 ga.2
12
"-12 ga.2
12
" - 12 ga. PSST.2
1length inside of the 2
" - 12 ga. PSST to extend entire 4
12
" diameter holes at 1" spacing on each of the 4 sides.16
7Use
" - 12 GA. DETAIL2
1" & 24
12
Accompanied by dwgs.TM200, TM671, TM687, TM688, TM689, TM822
Steel shall be galvanized according to ASTM A653 with coating designation G90.
( X * Y * Z ) in ft³ - Maximum
( X * Y * Z ) in ft³ - Maximum
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM687
ANCHOR FOUNDATION
SQUARE TUBE (PSST)
PERFORATED STEEL
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Accompanied by dwgs.TM681, TM688
manufacturer's recommendation and based on crash testing.
Specification 00440. The CGC mixture may be accepted at the site of
placement according to 00440.14."
4
3
2
1' - 0"
"
4
1
2
'
-
9
6
"
4
" M
a
x
im
u
m
1
'
-
6
"
granular material
Well compacted
No scale
"x12 ga.4
1"x24
12
"x12 ga.2
1"x22
12
2"x2"x12 ga.
Inside PSST
Outside PSST
Middle PSST
P
S
S
T
I
n
s
i
d
e
T
u
b
e
O
u
t
s
i
d
e
3
'
-
0
"
M
i
d
d
l
e
P
S
S
T
2
'
-
0
"
M
i
n
i
m
u
m
2. Anchor steel shall be hot dipped galvanized or approved equal.
4. The estimated concrete volume is .09 cubic yards.
"
4
3
2
1' - 0"
"
4
1
2
'
-
9
6
"
granular material
Well compacted
No scale
Inside PSST
Outside Tube3
'
-
0
"
O
u
t
s
i
d
e
T
u
b
e
1
'
-
6
"
M
i
n
i
m
u
m
I
n
s
i
d
e
P
S
S
T
"x12 ga.2
1"x22
12
1' - 0"
"
4
1
2
'
-
9
6
"
granular material
Well compacted
No scale
"x7 ga.2
1"x22
12
Inside PSST
Outside Tube3
'
-
0
"
O
u
t
s
i
d
e
T
u
b
e
1
'
-
6
"
M
i
n
i
m
u
m
2"x2"x12 ga.
3"x3"x7 ga.
I
n
s
i
d
e
P
S
S
T
No scale
Sign Face
Anchor
Support
Square Tube Sign
Perforated Steel
3. Footing concrete shall be Commercial Grade Concrete (fc = 3000 psi) per
traffic flow.
to major or critical
perpendicular
Bolt shall be
"
4
3
4
" M
a
x
im
u
m
4
" M
a
x
im
u
m
1. Material grade for base hardware connection shall be according to the
o
f
T
r
a
v
e
l
D
i
r
e
c
t
i
o
n
"
4
3
2
1
"
1
"
"
4
3
1
"
"
4
3
2" ANCHOR DETAIL
2" OPTIONAL ANCHOR DETAIL
" ANCHOR DETAIL2
12
PLAN
General Notes:
flatwasher under head each way.
lockwasher under nut and
⅜" ɸ bolt w/ flatwasher and
flatwasher under head each way.
lockwasher under nut and
⅜" ɸ bolt w/ flatwasher and
flatwasher under head each way.
lockwasher under nut and
⅜" φ bolt w/ flatwasher and
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM800
PCMS DETAILS
TABLES, ABRUPT EDGE AND
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Freeway
Use aggregate wedge when abrupt edge is 2 inches or greater.
four feet wide protect longitudinal abrupt edge as shown.
When paved shoulders adjacent to excavations are less than
NOTES:
shoulder, as far as practical.
Place cart / generator / power supply off of the
on 10' spacing.
Use six tubular markers in shoulder taper
outside shoulder, where practical.
Install Flagger Station Lighting beyond the
NOTES:
NOTES:
2" or GreaterExtg. pavement
aggregate base rock
Shoulder or
message sign (PCMS)
Portable changeable
20'
100'
4' B(III)R
Temp. Plastic Drums
Lighting
Flagger Station
50'
10'
Markers
28" Tubular
Place roll-up signs in advance of barricades.
plaques to the sign face using hook and loop fasteners.
If roll-up signs are used, attach the correct (CW21-9)
throughout excavation area at spacings shown.
Continue signing and other traffic control devices
"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.
8' B(III)R barricades with 8' B(III)L barricades and replace the
If the excavation is located on left side of traffic, replace the
abrupt edges of 1 inch or greater.
or other roadway work. Use abrupt edge signing for longitudinal
Abrupt edges may be created by paving, operations, excavations
NOTES:
GENERAL NOTES FOR ALL TCP DRAWINGS:
for max. spacing.
See TCD Spacing Table
Temp. Plastic Drums
for max. spacing.
See TCD Spacing Table
28" Tubular Markers
UNDER TRAFFIC
UNDER CONSTRUCTION
EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION
PORTABLE CHANGEABLE MESSAGE
LIGHTING DELINEATION
FLAGGER STATION
S
l.
1
:3
TAPER TYPES & FORMULAS
TEMPORARY BARRIER FLARE RATE TABLE
TAPER FORMULA
Merging (Lane Closure)
Shifting
Shoulder Closure
Flagging (See Drg. TM850)
Downstream (Termination)
"L"
"L"3
1"L"/3 or
50' - 100'
Varies (See Drawings)
"L"2
1"L"/2 or
the Speed from the Tables below:
Use Pre-Construction Posted Speed to select
For Lane closures where W < 10', use "L" value for W = 10'.
NOTES:
Limit spacing adjustments to 30% of the "A" dimension for all speeds.
When necessary, sign spacing may be adjusted to fit site conditions.
Place traffic control devices on 10 ft. spacing for intersection and access radii.
NOTES:
SPEED (mph)MINIMUM FLARE RATE
M I N I M U M L E N G T H S T A B L E
"L" VALUE FOR TAPERS (ft)
BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted
20:1
19:1
18:1
16:1
14:1
12:1
10:1
9:1
8:1
FREEWAYS
70
65
60
55
70
65
60
55
50
45
40
35
30
25
1000
1000
1000
1000
700
650
600
550
500
450
265
205
150
105
1000
1000
1000
1000
840
780
720
660
600
540
320
245
180
125
1000
1000
1000
1000
980
910
840
770
700
630
375
285
210
145
1000
1000
1000
1000
1000
1000
960
880
800
720
430
325
240
165
365
325
285
250
365
325
285
250
210
180
150
125
100
75
SPEED (mph)
W = 12 W = 14 W = 16
TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE
20 - 30
35 - 40
45 - 55
60 - 70 700
500
350
100 100
350
500
700
15001000 2640
700
500
350
100 20
20
40
40
40
Device Spacing (ft)
Max. Channelizing Sign Spacing (ft)
SPEED (mph)
A B C
CW21-8A
(As noted)
36x18CW21-7(Mount on TSS)
(As needed)
42x18
CW21-8C
ORCW21-9Plaques
CW21-9
Abrupt edge
8' B(III)R 8' B(III)R
mi.4
1 mi.4
1 mi.4
1
EDGE
ABRUPT
RIGHT
LEFT
(Roll-up sign)
(As needed)
EDGE
ABRUPT 32x11
32x11
32x11
CENTER
RIGHT
LEFT
10≤ W
70
65
60
55
50
45
40
35
30≤
W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds
For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using
2
TYPICAL ABRUPT EDGE DELINEATION
Smart Work Zone Systems
Portable Traffic Signals
Detail as shown is used for trailered and non-crashworthy components of:
barricade may be omitted when PCMS is placed behind a roadside barrier.
Use six drums in shoulder taper on 20' spacing. The drums and
Left shoulder, use Type B(III)L
Right shoulder, use Type B(III)R
Use the appropriate type of barricade panels for PCMS location.
Install PCMS beyond the outside shoulder, when possible.
To be accompanied by Dwg. Nos. TM820 & TM821.
Flaggers, Traffic Control Measures, or as directed.
Coordinate and control pedestrian movements through a Temporary Accessible Route using
Combine drawing details to complete temporary traffic control for each work activity.
Do not locate sign supports in locations designated for bicycle or pedestrian traffic.
High speed highways have a pre-construction posted speed of 45 mph or higher.
Low speed highways have a pre-construction posted speed of 40 mph or less.
All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.
All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".
background of all temporary warning signs.
Use fluorescent orange sheeting for the
All signs are 48" x 48" unless otherwise shown.
to indicate traffic movements.
Arrows shown in roadway are directional arrows
sequential arrow boards.
Place a barricade approx. 20' ahead of all
shown are the minimum required.
Signs and other Traffic Control Devices (TCD)
07-2022 Added a note for TPARs
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM820
TEMPORARY BARRICADES
T
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1
-
J
U
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-
2
0
2
0
LC
CL
CL
{
CL
{
{
{
{
sheeting on rail
encapsulated lens
White and orange
Extg. ground6"6"
m
i
n
.
2
0
"
m
i
n
.
2
0
"
m
i
n
.
1
2
"
6
0
"
m
i
n
.
V
a
r
.
45°
4' min. - 8' max.
3
6
"
m
i
n
.
V
a
r
.
m
i
n
.
2
0
"6"6"45°
m
i
n
.
1
2
"
24" min. - 48" max.
sheeting on rail
encapsulated lens
White and orange
Extg. groundExtg. ground
sheeting on rail
encapsulated lens
White and orange
3
6
"
M
i
n
.
V
a
r
.6"6"45°
24" min.
direction toward which traffic must turn in detouring.
it is desirable that the stripes slope downward in the
Where a barricade extends entirely across a roadway,
at an angle of 45° in the direction traffic is to pass.
Markings for barricade rails shall slope downward
directions from the center of the barricade.
slope the chevron striping downward in both
Where both right and left turns are provided for,
local road users.
across roadway unless access is required for
may be used. Extend barricades completely
For full roadway closures, the C or LR barricade
NOTES:
Traffic Traffic
(For approaching traffic)(For approaching traffic)
(For approaching traffic)
Traffic
(For approaching traffic)
Traffic
BARRICADE RAIL LAYOUT
DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING
BARRICADE NOTATION
B(III)R
LT. SIDE - L
CLOSED - C LT. / RT. - LR
RT. SIDE - R
TYPE I TYPE II TYPE III
is signed according to the TCP. See Dwg. No. TM844.
closed and a temporary pedestrian accessible route (TPAR)
Do not place barricades in sidewalks unless sidewalk is
facility is properly closed and signed.
Do not block bike lanes or shoulders unless the
space is limited.
Use 4' Type III barricades where horizontal
Use barricades from ODOT Qualified Products List (QPL).
Rails must be 8" min. to 12" max. in height.
For rails less than 36" long, 4" wide stripes shall be used.
from barricade.
Ballast shall not extend above bottom rail or be suspended
may be placed on lower frame to provide additional ballast.
Sandbags (approximately 25 lb sack filled with sand)
GENERAL NOTES FOR ALL DETAILS:
Barricade type
Barricade
on the roadway
Indicates barricade placement
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM821
TEMPORARY SIGN SUPPORTS
T
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1
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1
4
-
J
U
L
-
2
0
2
3
4"x 4"x 12'
2 - 2"x 4" @ 45° angle
2"x 6"x 37"
36"
Sandbags
per side (typ.)
lag screw
"x 3"8
31 -
per side (typ.)
" dia. bolts8
32 -
screw per side (typ.)
"x 3" lag 8
31 -
per support (typ.)
"x 3" lag screws8
32 -
"x 37"2
1"x 54
3
sign (typ.)
48"x 48"
sign area of 20 sq. ft. or less.
Use Double Post TSS for a total
NOTES:
per support (typ.)
2 - 3/8" dia. bolts
per support (typ.)
2 - 3/8" dia. bolts
4 - 2"x 6"
40"
7
2
"
"2
12 - 4"x 4"x 5
NOTES:
"
2
1
1
'
-
6
7
'
-
0
"
1
1
'
-
0
"
5
'
-
0
"
2' - 8"
Sandbags
2' - 6"
A
"4
1
" - 12 ga. PSST2
12
" - 12 ga. x 4" PSST Stub2
12
PSST Stub
" - 12 ga. x 4" 2
12 A
See DETAIL A
" - 12 ga. PSST4
12
" - 12 ga. PSST4
12sign (typ.)
48"x 48"
per support (typ.)
" dia. bolts8
3Two,
support (typ.)
joining brace and
" dia. bolt 8
3
NOTES:
1 - 2"x 4"
1 - 4"x 4"x 4"
2 - 2"x 4"
1 - 4"x 4"x 4"
1- 2"x 4"
40"
6
0
"
Sandbags
lag screws
"x 4"8
34 -
4"x 4"x 10'
"x 3" lag screws8
32 -
2"x 4"x35" @ 45° angle
2"x 4"x 6"
"x 3" lag screws8
32 -
"x 4" lag screws8
34 -
" dia. bolts8
31 -
" dia. bolts8
31 -
" dia. bolts8
32 -
" dia. bolts8
31 -
sign (typ.)
36"x 36"
" dia. bolts8
32 -
TEMPORARY SIGN SUPPORT GENERAL NOTES:
Sheeting
Retroreflective
1
1
'
-
0
"
6
'
-
0
"
1
0
'
-
0
"
6
'
-
0
"
Sheeting
Retroreflective
5
'
-
0
"
Sheeting
Retroreflective
7
'
-
0
"
(
m
i
n
.
)
and Right sides)
Sheeting (Left
Retroreflective
NOTES:
SIGN POST REFLECTIVE SHEETING PLACEMENT
Sheeting
Retroreflective Sheeting
Retroreflective
signs. Do not mount signs on Type II or III Barricades.
Use Single Post TSS for mounting "Business Access" (CG20-11)
Use Single Post TSS for a total sign area of 12 sq. ft. or less.
Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.
for wood post TSS's. Use 2" wide sheeting for PSST TSS's.
Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting
and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.
Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary signs, except "STOP"
Use A325 Bolts or equivalent.
welding. Repair Galvanizing according to ASTM A780.
designation G90. Remove Galvanizing from steel before
Galvanize steel according to ASTM A653 with coating
All members shall have a minimum yield stress of 50 ksi.
Use PSST TSS's for a total sign area of 16 sq. ft. or less.
Society (AWS) D.1.1.
Weld steel according to American Welding
" - 12 ga. x 4" PSST Stub.2
1inside of the 2
" PSST4
1Do not use bolt to secure 2
" - 12 ga. x 4" PSST Stub.2
1inside of the 2
" - 12 ga. PSST to extend entire length 4
12
See Dwg. No. TM204 for flag board mounting detail.
(25 lb. max per bag) (min. 100 lbs per side of each TSS).
Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs.
TSS posts.
away from traffic, or cover the sign. Do not cover reflective sheeting on the
When not in use, locate TSS as far from Public Traffic as practicable and turn
Do not place or stack ballast more than 24" above the ground.
See "Temporary Sign Placement" detail on TM822 for sign installation heights.
four sides (S4S) and free of heart center (FOHC).
For wooden TSS's, use either Douglas Fir or Hem Fir, which is surfaced
Do not locate TSS's in locations that block pedestrian or bicycle traffic.
Do not tip over TSS at any time.
Double Post Perforated Steel Square Tube (PSST)Single Post
DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE (PSST) DETAIL SINGLE POST DETAIL
Front Right Left Front FrontRightLeft Side
(No Scale)
DETAIL A
" - 12 ga. PSST 4
12
" - 12 ga. PSST2
12
A A
(No scale)
SECTION A-A
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM822
TEMPORARY SIGN SUPPORTS
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0
¼¼
6
"
NOTES:
3
"
2
"
3
"
2
"
as shown.
pedestrian pathway,
maximum of 4" into
it may extend a
7' above the sidewalk
is installed less than
If bottom of plaque
B
a
c
k
o
f
c
u
r
b
7
'
-
0
"
m
i
n
.
6
'
-
0
"
m
i
n
.
3' (min.)
4" max. *
2' (min.)
width is less than 6'
2' min. when the shoulder
6' - 12'
E
d
g
e
o
f
t
r
a
f
f
i
c
l
a
n
e
7
'
-
0
"
m
i
n
.
4
'
-
0
"
m
i
n
.
R
/
W
1' min.
Urban Areas With Curb/Sidewalk
surface, as shown.
minimum of 7'0" above pavement
(plaque) so bottom of sign is a
bicycle traffic, install secondary sign
shoulder or other surface used by
adjacent to or intrude into a paved
Where temporary signs are located
E
d
g
e
o
f
t
r
a
f
f
i
c
l
a
n
e
Shoulder
Paved
7
'
-
0
"
m
i
n
.
R
/
W
2
"
1' min.
3
"
3
"
2
"
6' - 12'
E
d
g
e
o
f
t
r
a
f
f
i
c
l
a
n
e
7
'
-
0
"
m
i
n
.
4
'
-
0
"
m
i
n
.
TEMPORARY SIGN PLACEMENT
L 2-1/2"x 2-1/2"x 5/16"
"8
113
"
2
1
1
8
96 deghead and clip
" dia. pin wth4
1
"16
5"x 2
1"x 22
1L 2 "2
19
"16
5"x 2
1"x 22
1L 2
6
"
" Sch. 40 pipe2
1210"
4
1
4
1
"2
116
"2
115
4
8
"
6" max.
of total sign area)
(or, max. 12 sq. ft.
36" x 36" sign
2" Sch. 40 pipe
" Sch. 40 pipe2
12
Conc. Barrier
NOTES:
CONCRETE BARRIER SIGN SUPPORT
other than concrete.
Follow manufacturer recommendation when installing signs on barrier
Do not use clipped signs.
Weld steel according to American Welding Society (AWS) D.1.1.
Place support at connection between two concrete barrier sections.
Use for supporting a maximum 12 sq. ft. of total sign area.
Support fits both 32" and 42" tall "F" barrier.
All structural steel shall conform to ASTM A36.
and pinned when not in use.
Drill additional holes so sign can be rotated 90 degrees
To be accompanied by Dwg. Nos. TM670, TM671, TM687, TM688 & TM689.
according TCP Design Manual, MUTCD, ADA, or as directed.
Do not block bicycle lanes, sidewalks, or TPAR's with sign supports. Maintain minimum widths for these facilities
Rural Areas
Bicycles On Shoulder
Rural or Urban Areas - Curb or No Curb
No Curb/Sidewalk
Divided Highway/Freeway Medians
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM840
CLOSURE DETAILS
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0
ORTHN
TO
THRU TRAFFIC
ROAD CLOSED
OR OR
(Mount on TSS)(Mount on TSS)
60x30
R11-4
CLOSED
ROAD
DETOUR
ESTW
DETOUR
ESTW
ESTW
DETOUR
ESTWW20-248x18
M4-10W20-348x18
R6-1
48x18
M4-10
48x30
R11-2
(Mount on TSS)W20-3ROAD CLOSED
XX MILES AHEAD
LOCAL TRAFFIC ONLY
DETOUR
5
0
0
'
5
0
0
'
200'
5
0
'
-
1
0
0
'
|
1000'
5
0
0
'
A
B
TYPICAL ROAD CLOSURE WITH DETOUR
TYPICAL TRAILBLAZER ASSEMBLY
DETOUR
WEST 24x12
M3-Series
24x24
M1-4
21x15
M6 Series
M5 Series or
24x24
M1-1
24x12
M3-Series
24x12
M4-8
20 22
8
8
8
8
1000 FT
CLOSED
ROAD
60x30
R11-3a
DETOUR
24x12
M4-8
24x12
M3-Series
24x24
M1-5
21x15
M6 Series
M5 Series or
24x12
M4-8
21x15
M6 Series
M5 Series or
DETOUR
ESTW
5
DETOUR
8' B(lll)LW20-360x30
R11-4
ROAD CLOSED
TO
THRU TRAFFIC
CLOSED
ROAD
CLOSED
ROAD
48x30
R11-2
2 - 8' B(lll)C
(Mount on TSS)
(Mount on TSS)
48x30
R11-2
(Mount on TSS)
DETOUR
48x18
M4-10
DETOUR
WAYONE
8' B (lll)L
2 - 8' B(lll)C
48x18
M4-10
DETOUR
WAYONE
48x18
R6-1W20-136x36
R5-1
TYPICAL PARTIAL ROAD CLOSURE
or provide a project specific design; or, as shown in the traffic control plan.
A "Street Name" rider may be used to enhance Road Closure signing;
GENERAL NOTES FOR ALL DETAILS:W20-3### RD
##x18 Rider
by width of street name.
Rider width to be determined Project Specific Design
48 x 60 (nom.)
Project Specific Design
48 x 60 (nom.)
TM800 for max. spacing.
See TCD Spacing Table on
28" Tubular Markers
UNDER TRAFFIC
UNDER CONSTRUCTION
500 FT
CLOSED
ROAD
AHEAD
WORK
ROAD
XXX FT
CLOSED
ROAD
500 FT
CLOSED
ROAD
500 FT
CLOSED
ROADW20-38' B(lll)L
2 - 8' B(lll)C
ROAD CLOSED
TO
THRU TRAFFIC
*
sign as shown.
closure, install "ROAD CLOSED TO THRU TRAFFIC"
If accesses exist between intersection and point of
NOTE:
*
*
5
0
0
'
(2 Reqd.)
(Mount on TSS)
48x30
R11-2
(Mount on TSS)
60x30
R11-4
2 - 8' B(lll)C
8' B(lll)L
5
0
0
'W20-3TYPICAL ROAD CLOSURE
CLOSED
ROAD
*2 - 8' B(lll)C
for every 12 feet of additional roadway width.
point exceeds 24 feet, place one additional 8' B(III)C barricade
If the roadway width (between edges of pavement) at the closure
"ROAD CLOSED XX MILES AHEAD" sign.
"ROAD CLOSED TO THRU TRAFFIC" (R11-4)sign in place of the
If closure point is less than 1500 ft. from nearest intersection, use a
NOTES:
*
To be accompanied by Dwg. Nos.TM820 & TM821.
TM800.
CONTROL DEVICES (TCD) SPACING TABLE" on Dwg.
To determine sign spacing A, B, & C, use the "TRAFFIC
Place additional signing as directed.
For full road closures, the C or LR barricade may be used.
barricades for the closure point.
of pavement, use a minimum of three Type III
closure. For roads ≥ 36' wide between curbs or edge
Use a minimum of two Type III barricades for a road
cardinal direction, detour, and directional arrow auxiliary sign assembly.
When detour routes overlap, each Route Shield will include a seperate
NOTE:
AHEAD
DETOUR
DETOUR
USE
XXX FT
CLOSED
HWY##
DETOUR
USE
XXX FT
CLOSED
____ RD
XXX FT
CLOSED
ROAD
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM841
INTERSECTION WORK ZONE DETAILS
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2
2
"
L
"
T
a
p
e
r
T
a
p
e
r
A
A
2
5
0
'
-
1
0
0
'
2
A
AHEAD
CLOSED
RIGHT LANE
AHEAD
WORK
ROAD
NOTES:W20-1W21-5aW20-1B
u
f
f
e
r
"
B
"
A
B
A
2
AHEAD
WORK
ROAD
ROAD WORK
END
CLOSED
SHOULDER
RIGHT
AHEAD
WORK
ROAD
ROAD WORK
ENDW20-1W20-5W4-2ROAD WORK
END
AHEAD
WORK
ROAD
"
L
"
T
a
p
e
r
Buffer "B"
8' B(III)R
8' B(III)R
Sequential Arrow
A
2
B
C
A
AHEAD
WORK
ROAD
ROAD WORK
END
ROAD WORK
ENDW20-130x30
R3-8 Series
30x30
R3-7W4-7W20-1A
2
A
B
C
Sequential Arrow
8' B(III)R
A
2
A
5
0
-
1
0
0
'
T
a
p
e
r
NOTES:
MUST
RIGHT LANE
TURN RIGHT
LEFT
MERGE
TRAFFIC
THRU
AHEAD
WORK
ROAD
as shown or directed.
mandatory turn lanes,
lane direction legends in
more, place temporary
14 consecutive days or
When work is in place for
AHEAD
WORK
ROAD
AHEAD
CLOSED
RIGHT LANE
AHEAD
CLOSED
LEFT LANE
ROAD WORK
END W20-5W20-1W4-2MUST
LEFT LANE
TURN LEFT
30x30
R3-7
Sequential Arrow
8' B(III)L
A
2 A
B
C
A
2
8' B(III)L
Sequential Arrow
A
T
a
p
e
r
50 - 100'
AHEAD
WORK
ROADW20-1"
L
"
T
a
p
e
r
"
B
"
2
5
0
'
T
a
p
e
r
1
0
0
'
ROAD WORK
END
ONLYONLY
AHEAD
WORK
ROADW20-1W3-4W20-1TO STOP
PREPARED
BE
TO STOP
PREPARED
BE
ROAD WORK
END
AHEAD
WORK
ROAD
Buffer "B"
A
B
C
A
2
C
B
A
A
2
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
W20-1W4-2W20-5W20-1A
2
A
Buffer "B"
8' B(III)R
A
B
C
Sequential Arrow
8' B(III)R
GENERAL NOTES FOR ALL DETAILS:
UNDER TRAFFIC
UNDER CONSTRUCTION
lanes, as shown or directed.
legends in mandatory turn
place temporary lane direction
14 consecutive days or more,
When work is in place for
3
"
L
"
3
"
L
"
"
L
"
3
48x24
CG20-2A
by the Engineer
length is determined
Left turn lane storage
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
48x24
CG20-2A
RIGHT LANE CLOSURE, FAR SIDE
4-Lane, 2-Way
LEFT LANE CLOSURE, FAR SIDE
4-Lane, 2-Way
SHOULDER CLOSURE
2-Lane, 2-Way
RIGHT LANE CLOSURE
2-LANE, 1-WAY
ONE LANE CLOSURE
2-Lane, 2-Way
RIGHT LANE CLOSURE, NEAR SIDE
4-Lane, 2-Way
Table on TM800 for max. spacing.
28" Tubular Markers See TCD Spacing
Table on TM800 for max. spacing.
Temp. Plastic Drums See TCD Spacing
(AFAD)
Automated Flagging Assistance Device
HERE ON
RED
STOP
24x36
R10-6
HERE ON
RED
STOP
24x36
R10-6
AHEAD
SIGNALW3-3aAHEAD
SIGNALW3-3aTM82, TM840 & TM854.
To be accompanied by Dwg. Nos. TM820,
are expected.
Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of the closure when a bike lane is closed, or when the shoulder is closed and bikes
Place channelizing devices around intersection radii, business accesses and driveways at 10' spacing.
Where shoulder width is limited, Sequential Arrow may be placed within the lane closure taper.
Tubular markers may be used in lane closure tapers where posted speed is 40 mph or less.
When a through road intersects within the work zone, place a "ROAD WORK AHEAD" (W20-1) sign in advance of the intersection at sign spacing A.
To determine sign spacing A, B, and C, use "TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. TM800.
"LEFT LANE ENDS" (W4-2L) symbol sign, or "LEFT SHOULDER CLOSED" (W21-5a) sign, where applicable.
For left lane or shoulder work, place TCD to close left lane or shoulder. Use "LEFT LANE CLOSED AHEAD" (W20-5) sign,
To determine Taper Length ("L") and Buffer Length ("B"), use the "MINIMUM LENGTHS TABLE" on Dwg. TM800.
The "SIGNAL AHEAD" (W3-3a) sign may be substituted with the signal ahead symbol (W3-3) sign.
Additional Traffic Control Measures (TCM) may be required for all legs of the intersection.
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM844
ACCESSIBLE ROUTES
TEMPORARY PEDESTRIAN
T
M
8
4
4
.
d
g
n
14-JUL-2023N/A
1
4
-
J
U
L
-
2
0
2
3
GENERAL NOTES FOR ALL DETAILS:
DETOUR
(Mount on PCD)
30x24
M4-9b
INSET "A"
sidewalk
Existing
(Mount on PCD)
30x24
M4-9b
DETOUR
"W"
sidewalk.
side of existing
PCD along each
Place 4' (min.) of
non-traversable surfaces.
to cross planter strips or other
Use temporary ADA compliant surfaces
passing spaces every 200 ft.
provide 48" min. width with 60" x 60"
maintained through the entire route,
"W" = 60", or, where 60" width cannot be
details.
See inset "A" for Temp. Sidewalk Ramp
posted speed of 40 mph or less.
For roadways with a pre-construction
ramp, as needed.
Place or construct temp. sidewalk
NOTES:
NOTES:
pipe
Drain
Ramp
sidewalk.
side of existing
PCD along each
Place 4' (min.) of
"W"
T
e
m
p
.
S
i
d
e
w
a
l
k
(Mount on PCD)
30x24
M4-9b
(Mount on PCD)
30x24
M4-9b
DETOUR
DETOUR
DETOUR DETOUR
DETOUR
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
24x18
R9-11
SIDEWALK CLOSED
AHEAD
CROSS HERE
See INSET "B"
PCD 48", min.
48", min.
PCD
CLOSED
SIDEWALK
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
DETOUR
(Mount on B(II)R)
24x18
R9-11
CROSS HERE
AHEAD
SIDEWALK CLOSED
SIDEWALK CLOSURE, MIDBLOCK
To be accompanied by Dwg. Nos. TM820 & TM821.
Minimize pedestrian out-of-direction travel.
maintain one open sidewalk at all times.
access route at all times. For roadways with no available detours,
Stage work, as necessary, to provide a temporary pedestrian
necessary to control vehicular traffic.
Only TCD for pedestrians are shown. Other devices may be
60" x 60" passing spaces every 200 feet along the route.
pedestrian route. If not possible, provide 48" min. width with
Provide non-slip, 60 inch minimum wide surface through entire
adequate slope transitions and surfacing.
features consistent with existing pedestrian facilities by providing
facilities provide ADA compliant facilities. Include accessibility
When closing or relocating crosswalks or other pedestrian
UNDER CONSTRUCTION
UNDER PEDESTRIAN TRAFFIC
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)L)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
(Mount on B(II)R)
30x24
M4-9b
See INSET "C"
and detour length.
to minimize pedestrian distruption
Limit work to one corner at a time
NOTE:
PCD
48", min.
4
8
"
,
m
i
n
.
P
C
D
SIDEWALK CLOSURE, CORNER
(Mount on B(II)R)
24x18
R9-11
(Mount on B(II)R)
24x18
R9-11
DETOUR DETOUR
DETOUR
DETOUR
SIDEWALK CLOSED
AHEAD
CROSS HERE
CLOSED
SIDEWALK
DETOUR
DETOUR
SIDEWALK CLOSED
AHEAD
CROSS HERE
DETOUR
DETOUR
(Mount on PCD)
24x24
OR22-7
DEVICE (PCD)
PEDESTRIAN CHANNELIZING
SIDEWALK DIVERSION
Within Roadway
SIDEWALK DIVERSION
Additional Right of Way
(Closure Detail)
INSET "B"
(Closure Detail)
INSET "C"
(Temp. Sidewalk Ramp)
INSET "A"
(2 Reqd.)
(Mount on PCD)
24x12
R9-9
(2 Reqd.)
(Mount on PCD)
24x12
R9-9
cross slope of 2.0%.
8.3% and max. finished
finished surf. slope of
requirements incl. max.
Ramp must meet ADA
Ramp size will vary.
REVISION DESCRIPTIONDATE
CROSSWALK
CLOSED
(Mount on PCD)
24x24
OR22-7
CROSSWALK
CLOSED
01-2022 Revised notes for temporary sidewalk ramp.
07-2023 OR22-8 signs were replaced with OR22-7 signs.
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM845
TEMPORARY SIDEWALK RAMPS
T
M
8
4
5
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d
g
n
NEW DRAWING CREATED07-2023
14-JUL-2023N/A
1
4
-
J
U
L
-
2
0
2
3
WITH PROTECTIVE EDGE
5
3
8961
4
5
9
5
5 8
89
9 6
9
5
5
4
4
7
7
2
2
Face of curb
Face of curb
Face of curb
1
1
7
10
6
10
9
10
11
11
1
2
3
4
5
6
7
8
9
EDGE TREATMENT DETAIL
0.25 Inch Max.
0.5 Inch Max.
2
1
10
0.5 Inch Max.
Leading Edge
11
GENERAL CONSTRUCTION NOTES:
12
13
Detectable warning surfaceMax. 2.0% surface slopeMax. 8.3% surface slope
14
WITH SIDE FLARES
TEMPORARY CURB RAMP, PARALLEL TO CURB
TEMPORARY CURB RAMP, PERPENDICULAR TO CURB
The curb ramp platform shall be free of sharp or rough edges or abrasive elements that may harm pedestrians.
traffic including motorized wheelchairs.
The curb ramp shall be either self-balasting or include an anchoring system capable of keeping the platform stationary under pedestrians
The curb ramp surface shall be capable of supporting a min. surface load of approximately 800 pounds.
Side flares where provided shall have 10% max. slope.
transitions that are not at a crosswalk.
Install a min. 2 ft wide detectable warning surface at pedestrian street crossings. Omit detectable warning surfaces at end of sidewalk
between 0.25 inch and 0.5 inch height. See edge treatment detail.
Changes between surface heights shall not exceed 0.5 inch. Lateral edges should be vertical up to 0.25 inch high, and beveled at 1:2 (v:h)
See edge treatment detail.
Lateral joints or gaps between surfaces shall be less than 0.5 inch wide. Surface slopes that meet at grade break shall be flush.
Provide an approved means to prevent water from accumulating at the bottom of the ramp, or overflowing onto the ramp surface.
contrasting detectable edging is used.
The curb ramp walkway edge shall be marked with a contrasting color, 4 inch wide stripe. The marking is optional where
Clear space of 48 inch x 48 inch or greater shall be provided above and below the curb ramp.
Curb ramps and turning spaces shall have a 2.0% max. finished cross slope.
Detectable edging with 6 inch min. height and contrasting color shall be placed on all turning spaces where the walkway changes direction.
to a slope exceeding 1:3 (v:h).
Detectable edging with a min. 6 inch height shall be placed along the ramp run when there is a vertical drop exceeding 6 inches or is adjacent
shall have a 8.3% max. finished surface slope.
Clear width shall be greater than or equal to 48 inches. The curb ramp surface shall be firm, stable and slip-resistant. The ramp surface
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM850
2-LANE, 2-WAY ROADWAYS
T
M
8
5
0
.
d
g
n
01-JUL-2022N/A
0
1
-
J
U
L
-
2
0
2
2
01-2022 Added AFADs to drawing.
PASS
NOT
DO
PASS
NOT
DO
PASS
NOT
DO
CENTER
EDGE
ABRUPT
CENTER
EDGE
ABRUPT
CENTER
EDGE
ABRUPT
BUMP
PASS
NOT
DO
PASS
NOT
DO
CENTER
EDGE
ABRUPT
CENTER
EDGE
ABRUPT
PASS
NOT
DO
(Relocated sign)
½ mi.
½ mi.
½ mi.
½ mi.½ mi.
Overlay Limit Abrupt edge
Overlay Limit
location)
(initial sign
XX XX XX
(As needed)
A
A
A
A
or gravel area
Loose sand
or gravel area
Loose sandCW20-1aCW8-7aCW8-7a36x48
R4-1
36x48
R4-1CW8-7aCW8-7aCW20-1aW3-4W20-1CW23-2W3-4W20-1W20-1W3-4W3-4W20-136x48
R4-1CW21-(7,9)36x48
R4-1CW21-(7,9)36x48
R4-1CW21-(7,9)W8-136x48
R4-1CW21-(7,9)36x48
R4-1CW21-(7,9)36x48
R4-1
"BE PREPARED TO STOP" (W3-4) and Flagger Ahead (CW23-2) signs, as shown.
Relocate initial "ROAD WORK AHEAD" (W20-1) sign in advance of additional
beyond initial warning signing OR when sight distance is restricted.
Place Advance Flagger and additional signing when traffic queues extend
NOTES:
Stations according to FLAGGER STATION DELINEATION detail.
Place additional Tubular Markers for Flagger and Advance Flagger
GENERAL NOTES FOR ALL DETAILS:
flagger tapers and stations
20' max. spacing for
28" Tubular Markers on
TM800 for max. spacing.
See TCD Spacing Table on
28" Tubular Markers
UNDER TRAFFIC
UNDER CONSTRUCTION
CONSTRUCTION UNDER TRAFFIC
on 10' spacing for flagger station delineation.
Use a minimum of 3 tubular markers in shoulder taper
NOTE:
NOTE:
NOTE:
ADVANCE FLAGGER FOR EXTENDED TRAFFIC QUEUES
FLAGGER STATION DELINEATION
28" Tubular Marker
F
l
a
g
g
e
r
20'
10'
Move sign as needed for extended traffic queues, or
Move sign when sight distance is restricted
End of traffic queue
Sight distance limit
675'
End of traffic queue
"B"
Buffer
50'-100'
TaperAB CAB C
F
l
a
g
g
e
r
A
d
v
a
n
c
e
AHEAD
WORK
ROAD
A mi. 2
1 mi. 2
1 mi. 2
1
mi. 2
1 A mi. 2
1 mi. 2
1
NOTE:
WORK
ROAD
MPH
PASS
NOT
DO
GRAVEL
LOOSE
MPH
PASS
NOT
DO
GRAVEL
LOOSE
MPH
MPH
GRAVEL
LOOSE
XX 36x48
R4-1
PASS
NOT
DO
MPH
GRAVEL
LOOSE
XX 36x48
R4-1
PASS
NOT
DO
MPH
WORK
ROAD
XX
STOP
PREPARED
BE
TO AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
100'±
50'-100'
Taper
"B"
BufferABC
A
2
Activity Area
100'±
Construction
Under
Traffic
2-Way
1-Lane
TPAR
"B"
Buffer
50'-100'
Taper 2
A
AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
100'±A B C
placard shall not exceed a posted speed of 35 mph.
pre-construction posted speed, or as directed. "XX MPH"
Use advisory speed "XX", 15 mph less than the
(R4-1) signing throughout the area at spacing shown.
Continue "LOOSE GRAVEL" (CW8-7a) and "DO NOT PASS"
throughout the area at spacing shown.
and "DO NOT PASS" (R4-1) signing
Continue "ABRUPT EDGE" (CW21-(7,9))
SECTION A-A
48x24
CG20-2A
ROAD WORK
END
48x24
CG20-2A
ROAD WORK
END
LOOSE GRAVEL IN ROADWAY SIGNING
2-Lane, 2-Way Roadway
OVERLAY AREA SIGNING
2-Lane, 2-Way Roadway
ONE LANE CLOSURE
2-Lane, 2-Way Roadway
Device (AFAD)
Automated Flagging Assistance
provide a minimum of 4' of width for the TPAR.
other TCM, or as directed. When the existing shoulder is greater than or equal to 4' wide,
Coordinate and control pedestrians movements through the TPAR using Flaggers,
located approx. 50' before each Flagger.
Include "WAIT FOR FLAGGER" (CR4-23) signs mounted on Type II Barricade
the Activity Area, as shown or as directed.
the Tubular Marker spacing along centerline may be increased to 200' within
When using pilot cars with flaggers to control traffic during paving operations,
TPAR
HERE ON
RED
STOP
24x36
R10-6
HERE ON
RED
STOP
24x36
R10-6
HERE ON
RED
STOP
24x36
R10-6
FLAGGER STATION LIGHTING DELINEATION detail on Dwg No. TM800.
At night, flagger stations shall be illuminated according to the
closed and bikes are expected.
the closure when a bike lane is closed, or when the shoulder is
Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of
CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.
To determine sign spacing A, B, and C, use "TRAFFIC
use the "MINIMUM LENGTHS TABLE" shown on Dwg. No. TM800.
To determine Taper Length ("L") and Buffer Length ("B"),
Install temporary striping as required.
Cover existing passing zone signing, as directed.
the Signal Ahead (W3-3) symbol sign.
The "SIGNAL AHEAD" (W3-3a) sign may be substituted with
AHEAD
SIGNALW3-3aAHEAD
SIGNALW3-3aAHEAD
SIGNALW3-3aTM821 & TM854.
To be accompanied by Dwg. Nos. TM820,
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
TM855
2-LANE, 2-WAY ROADWAYS
T
M
8
5
5
.
d
g
n
13-JAN-2023N/A
1
3
-
J
A
N
-
2
0
2
3
Taper
50'-100'F
l
a
g
g
e
r
B
u
f
f
e
r
"
B
"
ABC
ONE LANE CLOSURE, INTERSECTION
2-Lane, 2-Way Roadway
ROAD WORK
END
48x24
CG20-2A
CW23-2W20-1W3-4TO STOP
PREPARED
BE
AHEAD
WORK
ROAD
CB
A
2
A
ROAD WORK
END
48x24
CG20-2A
A
2
CW23-2W20-1W3-4TO STOP
PREPARED
BE
AHEAD
WORK
ROAD
F
l
a
g
g
e
r
(Relocated sign)
location)
(initial sign
CW23-2W3-4W20-1CW23-2W3-4W20-1W20-1W3-4CW23-2CW23-2W3-4W20-1"BE PREPARED TO STOP" (W3-4) and Flagger Ahead (CW23-2) signs, as shown.
Relocate initial "ROAD WORK AHEAD" (W20-1) sign in advance of additional
beyond initial warning signing OR when sight distance is restricted.
Place Advance Flagger and additional signing when traffic queues extend
NOTES:
Stations according to FLAGGER STATION DELINEATION detail.
Place additional Tubular Markers for Flagger and Advance Flagger
delineation.
Use a minimum of 3 tubular markers in shoulder taper on 10' spacing for flagger station
NOTE:
NOTE:
ADVANCE FLAGGER FOR EXTENDED TRAFFIC QUEUES
FLAGGER STATION DELINEATION
28" Tubular Marker
F
l
a
g
g
e
r
20'
10'
Move sign as needed for extended traffic queues, or
Move sign when sight distance is restricted
End of traffic queue
Sight distance limit
675'
End of traffic queue
"B"
Buffer
50'-100'
TaperAB CAB C
F
l
a
g
g
e
r
F
l
a
g
g
e
r
A
d
v
a
n
c
e
AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
F
l
a
g
g
e
r
100'±
50'-100'
Taper
"B"
Buffer
ABC
A
2
Activity Area100'±
Construction
Under
Traffic
2-Way
1-Lane
TPAR
"B"
Buffer
50'-100'
Taper 2
A
AHEAD
WORK
ROAD
STOP
PREPARED
BE
TO
F
l
a
g
g
e
r
100'±A B C
Temporary Pedestrian Accessible Route (TPAR)
SECTION A-A
48x24
CG20-2A
ROAD WORK
END
48x24
CG20-2A
ROAD WORK
END
ONE LANE CLOSURE
2-Lane, 2-Way Roadway
NOTE:
Additional Traffic Control Measures (TCM) may be required for all legs of the intersection
GENERAL NOTES FOR ALL DETAILS:
flagger tapers and stations
20' max. spacing for
28" Tubular Markers on
TM800 for max. spacing.
See TCD Spacing Table on
28" Tubular Markers
UNDER TRAFFIC
UNDER CONSTRUCTION
4' wide, provide a minimum of 4' of width for the TPAR.
other TCM, or as directed. When the existing shoulder is greater than or equal to
Coordinate and control pedestrians movements through the TPAR using Flaggers,
located approx. 50' before each Flagger.
Include "WAIT FOR FLAGGER" (CR4-23) signs mounted on Type II Barricade
the Activity Area, as shown or as directed.
the Tubular Marker spacing along centerline may be increased to 200' within
When using pilot cars with flaggers to control traffic during paving operations,
To be accompanied by Dwg. Nos. TM820 & TM821.
FLAGGER STATION LIGHTING DELINEATION detail on Dwg No. TM800.
At night, flagger stations shall be illuminated according to the
when a bike lane is closed, or when the shoulder is closed and bikes are expected.
Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of the closure
"TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.
To determine sign spacing A, B, and C, use
"MINIMUM LENGTHS TABLE" shown on Dwg. No. TM800.
To determine Taper Length ("L") and Buffer Length ("B"), use the
Install temporary striping as required.
Cover existing passing zone signing, as directed.
"BE PREPARED TO STOP" (W3-4) sign.
The "FLAGGER" (CW23-2) symbol sign shall be used only in conjunction with the
Device (AFAD) cannot be utilized.
This drawing is only intended to be used where an Automated Flagger Assistance
intersection radii.
10'max. spacing arround
28" Tubular Markers on
A
A
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
2024
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2024 - November 30, 2024
Professional Engineer.
first consulting a Registered
and should not be used without
sole responsibility of the user
principles and practices, is the
generally accepted engineering
designed in accordance with
Standard Drawing, while
The selection and use of this
CATCH BASIN GRATE
OVERFLOW �1" REBAR FOR BAG REMOVAL
CATCH BASIN .1000
EXPANSION RESTRAINT
D.
p
RUBBER BLOCKS
STORM PIPE
6♦
D
P. POLYPROPLENE FILTER SACK
(WOVEN)
WOVEN POLYPROPLENE SACK
CATCH BASIN GRATE
CATCH BASIN
POLYPROPLENE BOOT
.q:
p
�s
STORM PIPE > ' OVERFLOW
POLYPROPLENE FILTER
4 SACK (NON-WOVEN)
NON-WOVEN POLYPROPLENE SACK
NOTE:
RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED
WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER
FABRIC INLET SACKS TO BE DETERMINED BY MANUFACTURER.
o� Eos CATCH BASIN INSERT
A. City of Lake Oswego � i1 _0 1
i
U o° Engineering Division INLET PROTECTION
Erica Rooney,P.E. City Engineer
Oq E G O� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
R ANGLE FILTER FABRIC FENCE TO
ASSURE SOIL IS TRAPPED
1
INTERLOCKED 2" X 2" PLAN VIEW
POSTS & ATTACH NTS
USE STITCHED
3' MIN. FROM LOOPS OVER
TOE OF SLOPE 2" X 2" POSTS
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
i�l _II VERTICALLY BELOW FINISHED GRADE.
I� 2. 2"x 2" WOOD OR STEEL
2 -6 3'_0„ FENCE POSTS.
�III-
111illiilll=__ 3. POSTS TO BE INSTALLED PER
IIIII 611
— MANUFACTURERS SPECIFICATIONS
IT
=1 11=1 11=1 1-1 I I�V. -1 I GEI I I-
.Illmlll _ —_- Ili 4. COMPACT BOTH SIDES OF FILTER FABRIC
11 TRENCH.
5. PANELS MUST BE PLACED
PROFILE ACCORDING TO SPACING IN
NTS TABLE BELOW
FILTER FABRIC MATERIAL
2'-6" 36" WIDE ROLLS
r
4'—01' 611
TABLE FOR BARRIER SPACING FOR GENERAL APPLICATION
6' MAXIMUM SPACING INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS
FRONT VIEW % Slope Slope Max. spacing
on slope
NTS 10> % flatter 10:1 or flatter 300 ft.
10> % <15 10:1> X <7.5:1 150 ft.
15> % <20 7.5:1> X <5:1 100 ft.
20> % <30 5:1> X <3.5:1 50 ft.
30> % <50 3.5:1> X <2:1 25 ft.
� e
°s City of Lake Oswego SEDIMENT FENCE 1 _
03
Engineering Division
Erica Rooney,P.E. City Engineer
EFFECTIVE DATE:MARCH 28,2019 NOT TO SCALE DRAWING NUMBER
EXTEND BLANKET A MINIMUM OF
3' ABOVE CROWN OF SLOPE.
STAPLE EDGE 1' O.C.
1`
i
SIDE AND END OVERLAP 6"
BURY TOP 4 INCHES OF BLANKET
AND STAPLE EDGE 1' O.C. SHALLOW SLOPES 4:1 OR
LESS
NOTES:
1) ON SHORT OR SHALLOW SLOPES
BLANKETS MAY BE APPLIED ACROSS
THE SLOPE.
SIDE & END OVERLAP 6" 2) ALL BLANKET STAPLING REQUIRED
AS PER MANUFACTURER.
3) SLOPE SURFACES SHALL BE FREE
-!, OF ROCKS, CLODS, STICKS AND
` VEGETATION. MATS SHALL HAVE
GOOD SOIL CONTACT.
MODERATE SLOPES 3:1 4) APPLY PERMANENT SEED PRIOR
TO INSTALLING BLANKET.
BURY TOP 12 INCHES OF
BLANKET IN 6"X6" TRENCH. 5) INSTALL AND STAPLE PER
MANUFACTURER'S SPECIFICATIONS.
--- 0
STAPLE BOTTOM EDGE ---• .
OF BLANKET 1' O.C. SIDE & OVERLAP 6"
STEEP SLOPES 2:1 OR
GREATER
o ��, s , City of Lake Oswego MATTING SLOPE INSTALLATION 1 —0 4
u J a Engineering Division
Erica Rooney,P.E. City Engineer
°REG°c� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
NOTES:
DIMENSIONS
SINGLE FAMILY AND DUPLEX:
20' LONG BY 20' WIDE
8" DEEP OF 4"-1" CLEAN AGGREGATE.
OTHER DEVELOPMENT SITES:
50' LONG BY 20' WIDE
8" DEEP OF 4" —1" CLEAN AGGREGATE
*1 Q ��R�FS,
0 0 SFF
G Q P PGG� °°0 0 /VOT
�A��'�\o�FO °° ° p op FS
lQ 1 000 op 0 0 0 0
00000 0 0 0 ° °
o Do°00 °0000 0 0 O 000
00 0 00 000
0 0 0000 O 00 p o 0 0 0 000
0
O p O
0 00 000 0 p o 0
p 0 ° 0 0
0 0
0 °Oo Oo 0 ° 00 ° ° ° 0Q00
000 0000 0 0 0po
000 0 0 p 0 0 0 J\�`
O
RADIUS = 20' MIN. 00 O
SUBGRADE REINFORCEMENT
GEOTEXTILE. 8"
MIN.
DEPTH
ROCK CONSTRUCTION ENTRANCE
CURB RAMP
PAVEMENT
°°°o 00,00 000D 0 p°°0000 0°00 000 �.
. Q
Q•'• o o ° ° O
GEOTEXTILE Q O o 0 0 °o O o 0 0 0
Q
o o O° 0 00 O o o ° O
.Q
CURB
A. e°s� City of Lake Oswego CONSTRUCTION ENTRANCE F 1
�� c Engineering Division ` 1 — O
Erica Rooney,P.E. City Engineer GREGO� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
PROTECTIVE FENCING AT
EDGE OF CRITICAL ROOT
ZONE. NO FENCING
REQUIRED OVER HARD
SURFACES 1
THE
CRITICAL ROOT ZONE
/ PROTECTIVE
STREET � // / � . FENCING
SIDEWALK
D a i THE
PLANTING a
STRIP
TYPICAL STREET TREE TYPICAL TREE PROTECTION
PROTECTION DETAIL (NO PAVED SURFACES)
{l� 6' MAX. BETWEEN STAKES
n )n
4' MIN. m=m9A
ZONE OF PROTECTION
6' METAL 'T' FENCE FENCING DETAIL
STAKES, TYP.
NOTES:
REFER TO SECTION 55.08.030, TREE CODE, AND LOC 50.05.010 OF THE COMMUNITY
DEVELOPMENT CODE.
0F
o� , s� City of Lake Oswego TREE PROTECTION E 1 — 0
oEngineering Division
Erica Rooney,P.E. City Engineer
0REcIa EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
Z_
1p
6
3" SCH. 40 PVC PIPE. CUT
TO MATCH FACE OF CURB.
z
STREET SURFACE
6" .N
A.C.
3"
C 1 — � .d
4
16"
0 0 0 0 0 0
10" o 0 0 0 0 0
3/4„-0" OR
o 0 0 0 o O 1"-0"COMPACTED
DENSE GRADED
6" MIN. �Uc�VvUvwUvL CRUSHED BASE
n o 0 0 0 0 <<3 ROCK
a
o 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
6" MIN.
9"
NOTES:
1. CONTRACTION JOINTS (1Y2"DEEP) SHALL BE PLACED AT ALL WEEP HOLES, CHANGES OF DIRECTION, POINTS OF
CURVATURE AND AT A MAXIMUM SPACING OF 10 FEET.
2. CONCRETE USED FOR CURB SHALL MEET A 3,000 PSI COMPRESSION STRENGTH AT 28 DAYS.
3. IF ROOF DRAIN IS EXISTING, REPLACE WITH A 3" SCH. 40 PVC PIPE WITH A BELL, OR 3" EXTENSION.
4. FINISH ENTIRE CONCRETE SURFACES TO SMOOTH AND UNIFORM TEXTURE WITH BROOM FINISH, UNLESS OTHERWISE
DIRECTED.
s4 City of Lake Oswego VERTICAL CURB DETAIL S 2— 0 1
v J a Engineering Division -
Erica Rooney,P.E. City Engineer
ORE°°`� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
MAX. SLOPE 20% SINGLE FAMILY RESIDENTIAL
MAX. SLOPE 15% FOR MULTI-FAMILY AND COMMERCIAL
SEE VERTICAL CURVE
NOTES 3 AND 4
5' (2% SLOPE, IF
5' SIDEWALK
REQUIRED)
HIGHEST ALLOWABLE
PAVEMENT ELEV.
CURB
15oM\N MAXIMUM ALGEBRAIC
MAX' DIFFERENCE OF
TGRADIENTS: 9%
M\N 1.4' MAX.
_--------
7)/4 -- MAXIMUM ALGEBRAIC
DIFFERENCE OF
- GRADIENTS: 9%
0.3' MIN.
GUTTER ELEV.
OR EDGE OF LOWEST ALLOWABLE
ROADWAY PVMT. ELEV. PAVEMENT ELEV.
SEE VERTICAL CURVE
NOTES 3 AND 4
MAX. SLOPE 20% SINGLE FAMILY RESIDENTIAL.
MAX. SLOPE 15% FOR MULTI-FAMILY AND
COMMERICAL
NOTES:
1. MAXIMUM ALGEBRAIC DIFFERENCE BETWEEN ROADWAY CROSS SLOPE AND DRIVEWAY RUNNING SLOPE IS 17% FOR
RESIDENTIAL DRIVEWAYS AND 12% FOR COMMERCIAL DRIVEWAYS.
2. DRIVEWAY GRADES OUTSIDE PUBLIC RIGHT-OF-WAY MUST COMPLY WITH LAND USE CONDITIONS AND/OR LOC
50.06.003.
3. OUTSIDE THE PUBLIC RIGHT-OF-WAY, THE MAXIMUM GRADE BREAK IN A DRIVEWAY SHALL BE 1%.
4. VERTICAL CURVES MUST BE USED FOR GRADE BREAKS EXCEEDING AN ALGEBRAIC DIFFERENCE OF 1%. MINIMUM
LENGTH OF THE CURVE MUST BE 1 FOOT FOR EACH PERCENTAGE POINT OF DIFFERENCE BETWEEN GRADIENTS.
0J0_0#EG0_"
TYPICAL DRIVEWAY
City of Lake Oswego �`�_OiEngineering Division GRADIENT (PROFILE) J1Erica Rooney,P.E. City Engineer EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
11'
5.5' 5.5'
e
e
EXAMPLE: ALGEBRAIC DIFFERENCE BETWEEN GRADIENTS: +5—(-6)=11
LENGTH OF VERTICAL CURVE = 11'.
8'
4' 4'
+2%
irEt - - - -
i e
XN
EXAMPLE: ALGEBRAIC DIFFERENCE BETWEEN GRADIENTS: +10—(+2)=8
LENGTH OF VERTICAL CURVE = 8'.
12'
°
+2%
EXAMPLE: ALGEBRAIC DIFFERENCE BETWEEN GRADIENTS: —10—(+2)=12
LENGTH OF VERTICAL CURVE = 12'.
NOTES:
1. TO PREVENT CONTACT BETWEEN ROAD SURFACE AND VEHICLE BUMPERS OR UNDER—
CARRIAGE, CREST OR SAG VERTICAL CURVE MUST BE USED BETWEEN TANGENTS
WHERE THE ALGEBRAIC DIFFERENCE BETWEEN GRADIENTS IS GREATER THAN 9
PERCENT. THE MINIMUM LENGTH OF THE CURVE MUST BE 1 FOOT FOR EACH
PERCENTAGE POINT OF DIFFERENCE BETWEEN GRADIENTS, AS SHOWN ABOVE.
FQ City of Lake Oswego VERTICAL CURVES FOR PRIVATE
�!""� ) Engineering Division — DRIVEWAYS (EXAMPLES) S4— O
Erica Rooney,P.E. City Engineer
EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
FINISHED GRADE Ya" 2'
BELOW MANHOLE
RIM
MORTAR OR CONCRETE 10" MAXIMUM
COLLAR (NOT APPLICABLE CONCRETE RISER
TO
IN ASPHALT STREET) FROM TOP "a' RINGS
°: ..
PRECAST ECCENTRIC CONE r' OF CONE
SECTION (ASTM C478) °' ' TO FIRST STEP �:. MANHOLE STEPS
" SEE DETAIL WW2-04
'4
f EACH PRECAST RISER
SHALL BE JOINED TOGETHER
USING A FLEXIBLE BITUMASTIC MATERIAL
...
FLEXIBLE RUBBER PRECAST MONOLITHIC BASE
"PIPE TO MANHOLE CONNECTION" SLAB WITH FIRST RISER SECTION (ASTM C478)
(KOR—N—SEAL, OR EQUIVALENT)
w°
D '
ra
° FLEXIBLE RUBBER "PIPE TO MANHOLE
CONNECTION" (KOR—N—SEAL, OR
' EQUIVALENT)
1" X Y8" STAINLESS STEEL :;:k90° BEND
STRAP (TYPICAL) TOP,
BOTTOM, AND EVERY
THREE FEET AS NEEDED--?--------. r
DRILL & ANCHOR WITH
STAINLESS STEEL 3/8" ar f 12"
BOLTS & ANCHORS 12" 1"— 0" OR 3/4"— 0"
COMPACTED CRUSHED
GROUT IN PLACE 'r a . °j. ROCK PER SPEC.
O O > O 1
an �:..,__- T
SPRING LINE
FULL DIAMETER BENCH ABOVE
INVERT ON 8" TO 15" MAINS, 3/4" DIAMETER INLET
BENCH ON 18" TO 42" MAINS
MINIMUM 5' •o
NOTES DIAMETER (I.D.) —
MANHOLE ` STEPS
1) WHEN TYING INTO AN EXISTING MANHOLE, THE .
BENCH SHALL BE ALTERED TO MODIFY THE FLOW
DIRECTION FOR THE NEW INSIDE DROP PIPING AND BENCH
INVERT.
2) THE INVERT FOR THE PIPE ENTERING THE MANHOLE
AND AT THE 90° BEND SHALL BE IDENTIFIED ON THE
PLANS.
BENCH ..
• b
OUTLET
TOP'
City of Lake Oswego INSIDE DROP r C) Engineering Division MANHOLE DETAILS S D 1 1 —O1
1
Erica Rooney,P.E. City Engineer
°REG°d EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
NOTE: ALL STORM
MANHOLE COVERS ARE TO
INCLUDE CITY OF L.O.
FISH LOGO CAST INTO
CENTER OF LID. EJ
7/8" [22mm] PRODUCT # 00260356
LETTERING OR EQUIVALENT
STANDARD
LIFTING NOTCH
WITH PICK HOLE
O��ES 0
A (� ,, �` A IFCO-80
4: __
- -„
l' 7
x A8TM A48
cmB
5�6 00260356 MO/DY/YR
�lsNb3�� 0
(2) 3/4" DIA
VENT HOLES
COVER BACK
GREY IRON CASTINGS
SHALL CONFORM TO
ASTM A48 CLASS 35B
TOP VIEW
7"
3"
23" 0
SECTION A-A
City of Lake Oswego STANDARD STORM MANHOLE
c Engineering Division FRAME & COVER S D 2 — O 1
Erica Rooney,P.E. City Engineer°aEGOa EFFECTIVE DATE:MARCH 19,2018 NOT TO SCALE DRAWING NUMBER
TYPICAL INSTALLATION
CONFIGURATION DETAIL
1" PVC
ANTI—SIPHON ANTI—SIPHON
PIPE ADAPTER DEVICE
SNOUT
OIL— DEBRIS
HOOD
REMOVABLE
WATERTIGHT OIL & DEBRIS
❑ ACCESS PORT, OUTLET INLET
6"-10" OPENING PIPE PIPE
❑ v
SEE NOTE
L)
MOUNTING FLANGE SOLIDS SETTLE
OUTLET PIPE ON
FRONT VIEW (HIDDEN) SIDE VIEW THE BOTTOM
SNOUT OIL-WATER-DEBRIS SEPARATOR NOTE:
NOTES: SUMP DEPTH OF 36" MIN FOR UP TO 12" ID
1) ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE PIPE OUTLET. FOR PIPES 15" AND ABOVE, SUMP
AS MANUFACTURED BY: DEPTH 2.5 TO 3 TIMES PIPE ID RECOMMENDED
BEST MANAGEMENT PRODUCTS,INC. (E.G. 5' DEEP FOR 24" PIPE)
53 MT.ARCHER RD.
LYME,CT06371 INSTALLATION DETAIL
(860)434-0277,(860)434-3195 FAX
TOLL FREE:(800)504-8008 OR(888)354-7585
WEB SITE: www.bestmp.com
OR PRE-APPROVED EQUAL DETAIL B
FOAM GASKET W/
2) ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH PSA BACKING
ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125"LAMINATE THICKNESS. (TRIM TO LENGTH)
3) ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT,A MOUNTING FLANGE, MOUNTING
AND AN ANTI-SIPHON VENT AS DRAWN.(SEE CONFIGURATION DETAIL) FLANGE
4) THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS ANCHOR W/BOLT
PER MANUFACTURER'S RECOMMENDATION. (SEE DETAIL A)
D INSTALLATION NOTE:
5) THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18"FROM I.E.OUT. POSITION HOOD SUCH
6) THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3"AND A MAXIMUM OF 18„ THAT BOTTOM FLANGE
24"ACCORDING TO STRUCTURE CONFIGURATION. IS BELOW THE PIPE
INVERT.
7) THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED GASKET COMPRESSED
SMOOTH AND FREE OF LOOSE MATERIAL. ` BETWEEN HOOD AND
STRUCTURE
8) THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8,STAINLESS (SEE DETAIL B)
STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER.(SEE
INSTALLATION DETAIL) DETAIL A
9) INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE: DRILLED
A. INSTALLATION INSTRUCTIONS HOLE ANCHOR STAINLESS
B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER SHIELD BOLT
C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 3/8"STAINLESS STEEL BOLTS EXPANSION CONE
E. ANCHOR SHIELDS (NARROW END OUT)
Eo HOOD SPECIFICATIONS FOR
s�. City of Lake Oswego CATCH BASINS AND WATER S D 3 —O 1
v o Engineering Division _ QUALITY STRUCTURES N
Erica Rooney,P.E. City Engineer
OREGO"' EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
SLOPE OF PAVEMENT
TOP OF PAVEMENT VARIES
SUBGRADE
4" WEEP
cn HOLE
SUBGRADE Q
� SUBGRADE
4" WEEP w O
HOLE
w �
w
w
N o
w o—
J
m X B
Q N Q
tY
12" MIN. I.D. Q
z
A
N
6" 2'-4 1/4" 6" W
3'-4 1/4" SIDE
"W" DIMENSION & MAX. DIA. PIPE
FRONT
A B
TYPE W DIA. PIPE DIA. PIPE
G V— 1 7/8" 12" 8"
(C)G-1 V— 8 7/8" 18" 12"
(C)G-2 2'— 3 3/8" 18" 18"
NOTES:
1) CATCH BASIN TO BE CONSTRUCTED IN
ACCORDANCE WITH ASTM C-478.
2) 8" OF 111— 0" OR 3/4"— 0" COMPACTED
BASE MATERIAL.
3) MAXIMUM DEPTH OF STANDARD CATCH BASIN
TO BE 6' FROM TOP OF GRATE TO FLOW
LINE OF LOWEST PIPE.
4) REINFORCEMENT TO BE REBAR MEETING A615
GRADE 60 OR WELDED WIRE MEETING ASTM A497.
5) MINIMUM SUMP DEPTH IS 24" TYPICAL, 36"
MINIMUM SUMP DEPTH IF FITTED WITH A SNOUT
� E n n
1
City of Lake Oswego TYPE CATCH BASIN S D 5 -01 D
Engineering Division
Erica Rooney,P.E. City Engineer
°RE c°`' EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
V
Yz�
+ +
5/s" X 2 Yz" X
Yz„X 2y,, 2' _ 63/„
2 4
SQ.EDGE FLAT SQ. EDGE
BARS FLAT BARS
Y TL
1 SPACING 3"i
2!Ya" 3„ ON O.C.
1Yz" - 1Y2„
00
N N
4 ANCHORS
Y4" TV X 3" BOLT 2 2yz"
EACH END
2y2„ ZYz
»
3" x2Y2" x
V ANGLE IRON
4 CORNERS 316" BOTH
3/16" ENDS
ALL BARS
♦ + 3�4"
Zy2" X 2 Y2" SQ.
EDGE FLAT BAR
FRAME GRATE - TYPE 1
FRAME GRATE
TYPE
INLET V Y1 Y2 NO. OF TYPE REMARKS
G 1'-3 %411 11-1 7/811 11-1 %z" 8 1
(C) G-1 1'-10 3/4�� V-g 3/gn 11
- 9" 12 2
(C) G-2 2'-4 3/4n 2�-3 3/8 1'-1 Y2" 8 1 2—GRATES
o`` City of Lake Oswego CATCH BASIN
Engineering Division FRAME & GRATE S D 5 —O 2
Erica Rooney,P.E. City Engineer
�REGO�
a EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
INSTALL FISH LID
SEE DETAIL FACE
A SD2-01 OF
CURB 33"
Y4. PER FT. SLOPE
io PAVING
6„ 6 o. :a
Q a a o
0
FACE OF CURB ;.
AC
N K OF CURB
if 4" WEEP HOLE
0
CURB INLET SEE
D � Z
FACE OF OPENINC
CONTRACTION N NOTE 5
GUTTER JOINTS p • o v
f 3'-0" 42" 3'-0"� EX PRE MOLDED
EXPANSION JOINT
A J FILLER (TYP.) SECTION A-A
BOTTOM FACE OF GUTTER
PLAN VIEW
NORMAL GUTTER 4" MIN. CURB INLET OPENING
FLOW LINE TOP—FACE OF CURB
__i�/_TOP—FACE OF GUTTER
INSTALL FISH LID
li-cl
BOTTOM—FACE OF GUTTER SEE DETAIL
SD2-01
a d BACK—BOTTOM OF CURB
U W
0 4" WEEP HOLE—SIDES
� z
w
ow
z O 36"
SEE
N NOTE 5
`V 30"
A a 6„
a
6'�30" �6'1 1 1/2" 36"
42" �
FRONT VIEW PERSPECTIVE VIEW SHOWING
DEPRESSED GUTTER AT CURB INLET
NOTES:
1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE
HOT—DIPPED GALVANIZED AFTER FABRICATION.
2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 P.S.I.
3. INSTALL STRUCTURE ON MINIMUM OF 8" OF 1"-0" OR 3/4"-0" COMPACTED BASE MATERIAL.
4. 72" MAXIMUM ALLOWED WITH CITY APPROVAL, TO AVOID CONFLICTS WITH EXISTING
UTILITIES.
5. MINIMUM SUMP DEPTH IS 24" TYPICAL, 36" MINIMUM DEPTH IF FITTED WITH SNOUT.
E
' °sue City Lake Oswego INLET CATCH BASIN (CG-30) S D 5 —0 3A
j c Engineering Division
Erica Rooney,P.E. City Engineer
GREGO� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER
BEEHIVE GRATE
(SEE DETAIL BELOW)
WIRE ROPE FRAME (SEE DETAIL
(SEE NOTE 4) BELOW)
SEE NOTE 5 EPDXY MANHOLE FRAME
TO STANDARD REINFORCED
TOP OF FACILITY SOIL MEDIA CONCRETE PIPE, CLASS III
#4 REBAR U—BOLT 10" /•��� \
(SEE NOTES 1 & 2) a
v
18' °
d
PERFORATED DRAIN PIPE
A.
v
TO APPROVED 4. ° a SLOPE TO DRAIN
DISCHARGE POINT A. a
v .
d
3,000 PSI
COMMERCIAL GRADE
CONCRETE
5Ys f17Ya"
18 y4„
�
BEEHIVE GRATE 1918 2„ i
4" 17 Ya" 1Y4„
18 y2"
2 6 y2„
FRAM E
NOTES
1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U—BOLT AND
GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP.
2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U—BOLT (2"X 4") IN HOLES.
3. GRATE TO BE CAST IRON, ASTM A48 CL30
4. WIRE ROPE BETWEEN 1/8"-3/16" DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 WIRES
5. RIM ELEVATION MUST PROVIDE FOR DESIGN PONDING DEPTH BEFORE ALLOWING OVERFLOW.
6. INLETS MUST BE AT A HIGHER ELEVATION THAN THE TOP OF THE BEEHIVE GRATE.
7. PROHIBITED IN FACILITIES WITH WIDTHS GREATER THAN 24".
ADAPTED FROM CLEAN WATER SERVICES
City of Lake Oswego 15-INCH BEEHIVE �(7_0
o s�
J o Engineering Division OVERFLOW
Erica Rooney,P.E. City Engineer
0#EG0�' EFFECTIVE DATE:SEPTEMBER 14,2020 NOT TO SCALE DRAWING NUMBER
EXISTING GROUND
VARIES SEE PLANS VARIES
SEE PLANS FUTURE GROUND LINE
MARK TOP OF NEW CURB WITH "W" 4" - _ AT 2% SLOPE TO TOP
OF CURB OR EDGE OF
PROPOSED CURB =-i PAVEMENT
STREET SURFACE
jr�-__ ! I ARMORCAST POLYMER
E
III. CONCRETE METER BOX
SEE 8" A6000485SA AND NICOR
READ-RITE POLYMER
............................ NOTE 2 WATER METER BOX LID
B12NLGRYWATSIGthN9
� c
STREET SUBGRADE
N.30" MI
24" MIN. 6" OF 1"-0"
j. PRIVATE WATER
� OR 3�4��—O" ROCK SERVICE PER
45 PLUMBING CODE
Y
\12"
PUBLIC WATER
PUBLIC SERVICE
WATER LINE
1" TYPE "K" SOFT COPPER TUBING
CONFORMING TO ASTM B88
MIN. RADIUS
1" CORPORATION STOP
FORD METER BOX CO.-F600-4-NL (FLARE)
(DIRECT TAP TO CLASS 52 D.I.P. ONLY)
NOTES:
1) METER BOXES LOCATED IN TRAFFIC OR NON-TRAFFIC AREAS SHALL BE ARMORCAST A600458SA WITH
MOUSE HOLE (12"x 20% 12") AND WATER METER LID NICOR READ-RITE POLYMER B12NLGRYWATERSIGthN9
2) CITY VALVE SHALL BE FORD METER BOX CO.-ANGLE KEY METER VALVE-KV23-444W-NL (FLARE).
3) NEAREST WATER METER BOX EDGE SHALL BE INSTALLED AT LEAST 24 INCHES FROM THE
SIDE LOT PROPERTY LINE.
4) WATER METER BOXES SHALL BE INSTALLED BACK OF SIDEWALK, UNLESS APPROVED BY CITY ENGINEER.
5) INSTALL WATER SERVICE NO CLOSER THAN 18 INCHES FROM WATER MAIN PIPE JOINT.
6) WATER MAIN SERVICE CONNECTIONS SHALL HAVE A MINIMUM OF 18 INCHES SPACING.
7) ALL FITTINGS SHALL BE BRASS AND MEET CURRENT AWWA SPECIFICATIONS.
8) ALL WATER SERVICES SHALL BE INSTALLED PRIOR TO PUBLIC MAIN PRESSURE TESTING.
9) INSTALL METER BOX AT TIME OF WATER SERVICE INSTALLATION.
Fo s� City of Lake Oswego 1" WATER SERVICE ASSEMBLY° W 1 — 0 1 A
o Engineering Division
Erica Rooney,P.E.City Engineer
�kEGO� FEFFECTIVE DATE:APRIL 2023 NOT TO SCALE DRAWING NUMBER
HYDRANT BEHIND CURBTIGHT SIDEWALK
18" MIN
2 4" MAX
18" MIN (; BREAK FLANGE A
.1.y
B C
D D
6" CLASS 52 DI PIPE
NOTES:
A) VALVE Box ASSEMBLY PER HYDRANT IN PLANTER STRIP
DETAIL W6-01.
11
B) 6" CLOW RW GATE VALVE. " MIN
24
WRAP TEE AND VALVE,WITH " MAX
V-BIO G POLYETHYLENE
ENCASEMENT PRIOR TO 18" MIN U BREAK FLANGE
BACKFILLING. EXTEND PE
WRAP A MINIMUM OF 6" H
BEYOND TEE. SECURE TO PIPE
WITH 10 MIL PVC PIPE WRAP - - -`--
TAPE.
C) TEE. NEW CONSTRUCTION TEE
SHALL BE MJ X MJ FLG.
CONNECTIONS TO EXISTING
MAINS SHALL BE JCM MODEL GENERAL NOTES:
432 TAPPING TEE. THRUST
BLOCK REQUIRED ONLY FOR G) 6' X 6' x 4" THICK 1) HYDRANTS SHALL BE 5 1/4" WATEROUS
TAPPING TEE. SEE DETAIL CONCRETE PAD, WITH PACER MODEL OR CLOW MEDALLION
W5-03. BROOM FINISH SLOPE OF F-2545 MODEL FACTORY COATED RED.
2% TOWARDS STREET OVER
D) MECHANICAL JOINT WITH GRIP 2" THICK COMPACTION 2) BAG MUST COVER AND BE SECURED TO
FOLLOWER. ALL JOINTS IN 3/4"- 0" CENTERED ON THE FIRE HYDRANT UNTIL APPROVED
HYDRANT SHALL BE FULLY HYDRANT. FOR USE BY CITY ENGINEER.
RESTRAINED USING FIELD LOK GASKETS AND MEGALUGS OR 3) INSTALL BLUE TWO WAY RAY 0 LITE,
EQUAL. H) FOLLOW MANUFACTURER MODEL AA REFLECTOR ON HYDRANT SIDE
RECOMMENDATIONS FOR OF STREET 6 FROM STREET
E) 12" X 12" X 8" CONCRETE BURY LINE AND BREAK CENTERLINE.
PIER BLOCK ON UNDISTURBED FLANGE MAX AND MIN. 4) ALL OPERATOR & NOZZLE NUTS SHALL
NATIVE SOIL. BE 1 Y2" & PENTAGONAL.
F) 1-1/2" CLEAN DRAIN ROCK 5) OPERATOR NUTS TO OPEN COUNTER
POCKET.4 CUBIC FEET CLOCKWISE.
MINIMUM. MINIMUM 6"
ABOVE HYDRANT DRAIN 6) BOLLARDS MAY BE REQUIRED IN
OPENING. WRAP WITH LOCATIONS WITHOUT CURB PROTECTION.
NON-WOVEN GEOTEXTILE
FABRIC PER CITY STANDARDS.
oF`p cos City of Lake Oswego TYPICAL FIRE HYDRANT
\n//� _ O i
1
o Engineering Division INSTALLATION V V `t
Erica Rooney,P.E.City Engineer
OREGOa I EFFECTIVE DATE:APRIL 2023 NOT TO SCALE DRAWING NUMBER
36"
�8"
FINISHED GRADE
l 12" 6%" 12"
1
4"MIN #4 BAR 8" O.0 EACH WAY
2" CLEAR FROM EDGES
18" MIN. VALVE BOX TO BE CONCRETE
ENCASED IF NOT IN PAVED AREA.
CAST IRON VALVE BOX, MIN. FC' = 3,000 P.S.I.
"EJ COMPANY" STYLE,
MODEL NO. 00363967
ALIGN VALVE
BOX NOTCHES
WITH DIRECTION
OF MAIN
6" 3034 WHITE PVC
GEM
WATER
SEE NOTE 5
SEE NOTE 4
EAST JORDAN LO VALVE
BOX COVER 00363967
rm
WATER MAIN Ei
SEE NOTE 3
NOTES:
1) VALVE BOXES SHALL BE CENTERED DIRECTLY OVER THE VALVE NUT IN A VERTICAL POSITION.
2) VALVE BOX TOP SHALL BE ADJUSTED TO MEET FINISHED GRADE.
3) VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 12" AND LARGER SHALL BE MJ BUTTERFLY VALVES.
4) WRAP VALVE WITH V-1310 POLYETHYLENE ENCASEMENT PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM
BEYOND VALVE AND SECURE TO PIPE WITH 10 MIL PVC TAPE.
5) CENTER NUT IN PIPE. OPERATOR EXTENSION AND ROCK GUARD REQUIRED WHEN VALVE NUT IS DEEPER THAN 6
FEET FROM FINISH GRADE.
ii
City of Lake Oswego TYPICAL VALVE SETTINGW _ 1 Engineering DivisionErica Rooney,P.E.City Engineer
EFFECTIVE DATE:APRIL 2023 NOT TO SCALE DRAWING NUMBER
NOTE: MANHOLE STEPS MUST BE
TIGHT AND FIRMLY EMBEDDED.
THEY MUST ALSO MEET THE ASTM
TEST FOR WITHSTANDING PULLING
33l/s> OUT.
1
Q Q 9 Ys"
Q 18" Q 1Y4" 3 >
O O
O O
12"
10 3/4"
12"
COPOLYMER POLYPROPYLENE
PLASTIC 3 3/s" FOR PLASTIC
SAFETY STEP
1/2" GRADE 60
STEEL.
MATERIALS:
STEEL REINFORCED POLYPROPYLENE PLASTIC THAT CONFORMS TO ASTM C-478
AND C-497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE
1500 POUNDS. THE STEEL SHALL BE GRADE 60 %2—INCH DEFORMED REINFORCING
BAR CONFORMING TO ASTM A 615. THE POLYPROPYLENE SHALL CONFORM TO
ASTM D 4101. THE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE
REINFORCING STEEL BAR SHALL BE MONOLITHIC ENCASEMENT, AND HAVE A
MINIMUM THICKNESS OVER THE STEEL OF Y16th INCH.
ii
Cit of LakeOswe o MANHOLE STEP \n/\n/Engineering Division v vv v2-O4
Erica Rooney,P.E. City Engineer
EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER