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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 SCALE: 1"=40'NO R T H M A T C H L I N E S T A 1 1 + 0 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-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 ROW ROW 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 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 4 M A T C H L I N E S T A 1 1 + 0 0 S E E A B O V E PLAN SCALE: 1"=40'NO R T H 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 . d g n 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 D 4 0 6 . d g n 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 R D 7 0 0 . d g n 20-JUL-2020N/A 2 0 - J U L - 2 0 2 0 * 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 R D 7 2 0 . d g n 21-JUN-2019N/A 2 0 - J U L - 2 0 2 0 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 R D 7 2 2 . d g n REVISED NOTES07-2022 08-JUL-2022N/A 0 8 - J U L - 2 0 2 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 R D 9 0 2 . d g n NEW DRAWING CREATED07-2020 19-JUL-2021N/A 1 9 - J U L - 2 0 2 1 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 R D 9 0 4 . d g n NEW DRAWING CREATED07-2020 20-JUL-2020N/A 2 0 - J U L - 2 0 2 0 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 R D 9 0 5 . d g n NEW DRAWING CREATED07-2020 14-JAN-2022N/A 1 4 - J A N - 2 0 2 2 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 . 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 T M 5 3 0 . d g n Added Roadway Standard Drawing reference to detail for clarity07-2022 06-JUL-2022N/A 0 6 - J U L - 2 0 2 2 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 T M 6 7 1 . d g n 06-JAN-2012N/A 1 0 - J U L - 2 0 2 0 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 T M 6 7 6 . d g n ADDED OPTIONAL LAG SCREW DETAIL07-2020 10-JUL-2020N/A 1 0 - J U L - 2 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 T M 6 8 1 . d g n 10-JUL-20175752 1 0 - J U L - 2 0 2 0 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 T M 6 8 7 . d g n 06-JAN-20125752 1 0 - J U L - 2 0 2 0 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 T M 8 0 0 . d g n 01-JUL-2022N/A 0 1 - J U L - 2 0 2 2 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 M 8 2 0 . d g n 01-JUL-2020N/A 0 1 - J U L - 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 M 8 2 1 . d g n 14-JUL-2023N/A 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 T M 8 2 2 . d g n 01-JUL-2020N/A 0 1 - J U L - 2 0 2 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 T M 8 4 0 . d g n 01-JUL-2020N/A 0 1 - J U L - 2 0 2 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 T M 8 4 1 . d g n 01-JUL-2022N/A 0 1 - J U L - 2 0 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 . 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