The URL can be used to link to this page

Home My WebLink AboutWO 346 - 5th St & Lake Bay Ct - PLANS - 20260616 (signed)A M E T T W I L L E R I VE R O S W E G O L A K E PROJECT LOCATION Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_G of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM COVER SHEET, INDEX OF DRAWINGS, & VICINITY MAP 1 G01 Know what'sbelow.Callbefore you dig. VOLUME 2 OF 2 - DRAWINGS WO 346: PHASE II 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS 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.) N G01 G02 G03 G04 COVER SHEET, INDEX OF DRAWINGS, & VICINITY MAP GENERAL NOTES SYMBOLS & LEGEND ABBREVIATIONS GENERAL TS01 TYPICAL SECTIONS TYPICAL SECTIONS D01 DETAILS DETAILS - 1 C01 C02 CIVIL STREET PLAN & PROFILE DRAINAGE, UTILITIES, & GRADING - PLAN AND PROFILE OWNER: CITY OF LAKE OSWEGO 380 A AVENUE LAKE OSWEGO, OR 97034 TEL: 503-635-0267 CONTACT: HEIKE SHIPTON, PE CIVIL ENGINEER: CONSOR 1 SW COLUMBIA ST. STE 1700 PORTLAND, OR 97205 TEL: 971-254-3256 CONTACT: MATT EMMETT, PE SURVEYOR: AKS ENGINEERING & FORESTRY 12965 SW HERMAN RD, STE 100 TUALATIN, OR 97062 TEL: 503-563-6151 CONTACT: BEN HUFF, PLS, EI WATER, SEWER, STORM: CITY OF LAKE OSWEGO SEE OWNER CONTACT INFORMATION TO THE LEFT 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:503-736-5509 (O) 503-367-5936 (C) CONTACT: DAN TAYLOR CABLE: COMCAST 11308 SW 68TH PARKWAY TIGARD, OR 97223 TEL:503-351-9311 CONTACT: MATT BRAVO TELECOM: LUMEN 8021 SW CAPITOL RD PORTLAND, OR 97219 TEL:503-416-1507 CONTACT: GREG TRAVIS RAILROAD: PORTLAND & WESTERN RAILROAD 650 HAWTHORNE AVE SE, STE 220 SALEM, OR 97301 TEL:503-508-7440 CONTACT: DENNIS HANNAHS PROJECT CONTACTS INDEX OF DRAWINGS VICINITY MAP EC01 EC02 EC03 EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS TEMPORARY TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL PLANTC01 1 2 3 4 5 6 8 9 10 11 12 13 D02 DETAILS - 27 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_G of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM GENERAL NOTES 2 G02 ·RD339 - PIPE TO STRUCTURES CONNECTIONS ·RD363 - GUTTER TRANSITION AT INLET ·RD388 - FILL HEIGHT TABLE FOR PVC PIPE ·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 ·TM855 - 2-LANE, 2-WAY ROADWAYS ·E1-01 CATCH BASIN-INLET PROTECTION ·E1-08 TREE PROTECTION ·S1-01 20 FT. & 28 FT. LOCAL STREET SECTION ·S6-01 WATER AND SEWER TRENCH BACKFILL DETAIL ·S6-02 TRENCH AND PATCH DETAIL FOR UTILITY CUTS IN STREETS ·S6-03 TRENCH PAVEMENT PATCH & T-CUT ·SD2-01 STANDARD STORM MANHOLE FRAME & COVER ·SD5-01D TYPE "G" CATCH BASIN ·SD5-02 CATCH BASIN FRAME & GRATE ·WW1-01 FLATTOP MANHOLE ·WW1-02 STANDARD MANHOLE ·WW2-04 MANHOLE STEP CITY STANDARD DRAWINGS ODOT STANDARD DRAWINGS 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE 2024 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 PUBLIC RIGHT-OF-WAY AND RAILROAD RIGHT-OF-WAY. WORK SHALL NOT ENCROACH BEYOND THESE RIGHTS-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, WALKWAYS, 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. 19.THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO CAREFULLY PRESERVE BENCHMARKS, 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.PROTECT ALL STREET LIGHTING POLES, EXISTING MAILBOXES, AND ROADSIDE UTILITIES UNLESS OTHERWISE NOTED. 22.THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES, AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF 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 TO COMPLETE TIE-INS. GENERAL NOTES 1.VERTICAL DATUM: ELEVATIONS ARE BASED ON LAKE OSWEGO BENCHMARK NO. 16G-1. LOCATED ON THE SOUTH RIGHT OF WAY OF THE INTERSECTION OF 7TH STREET AND A AVENUE. ELEVATION = 176.593 FEET (NGVD 29). 2.BASIS OF BEARINGS/HORIZONTAL DATUM: A LOCAL DATUM PLANE DERIVED FROM STATE PLANE OREGON NORTH 3601, INTERNATIONAL FOOT, NAD83(2011) EPOCH:2010.0000, BY MULTIPLYING BY A PROJECT MEAN COMBINED GROUND SCALE FACTOR OF 1.0000979009 AT A CENTRAL PROJECT POINT WITH STATE PLANE GRID COORDINATES OF N:645311.011 E:7644963.343 WITH A MERIDIAN CONVERGENCE ANGLE OF -1°32'20". STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. 3.5TH STREET MONUMENT TABLE PER PRE-CONSTRUCTION RECORD OF SURVEY, SN2025-142, PREPARED BY AKS AND DATED 6/12/2025. CAD FILES FOR SURVEY CONTROL ARE AVAILABLE UPON REQUEST FROM AKS THROUGH THE ENGINEER OF RECORD. SURVEY NOTES ·880 - WATTLES ·900 - CONCRETE WASHOUT CWS STANDARD DRAWINGS EXISTING PROPOSED LIMITS OF WORK CENTERLINE CURB AND GUTTER VALLEY GUTTER CEMENT CONCRETE ASPHALT CONCRETE PAVEMENT AGGREGATE BASE SURFACING TREE PROTECTION STORM SAWCUT STORMWATER MANHOLE INLET WATER QUALITY VAULT CHAIN LINK FENCE SIDEWALK EDGE OF PAVEMENT/ AC CONTOUR MINOR TREE/BUSH LINE SANITARY SEWER LINE DRAINAGE DITCH SANITARY SEWER FORCE MAIN PROPERTY LINE ROCK WALL CONTOUR MAJOR CURB CULVERT BARBWIRE FENCE CENTERLINE STORM DRAIN 200 CABLE TELEVISION TELEPHONE (UNDERGROUND) ELECTRICITY (UNDERGROUND) GAS WATERLINE S/W ABANDONED PIPE EDGE OF GRAVEL RIGHT-OF-WAY E UGTEL G W CATV SS SSFM SD SD 10"W (ABAND) EASEMENT OVERHEAD POWER FIBER OPTIC COMMUNICATION DRAIN FO COM OHP D R/W TOP OF SLOPE TOE OF SLOPE WOOD FENCE TOP TOE SD VALVE SURFACE ELEVATION 176.63 TREE DECIDUOUS FIRE HYDRANT ASSEMBLY PULL BOX/JUNCTION BOX CATCH BASIN/FIELD INLET LIGHT POST SIGN WATER METER CLEAN-OUT GUY WIRE UTILITY POLE MANHOLE MAILBOX TREE CONIFEROUS SS SD TCW IRWATER IRRIGATION VALVE M COM RISER TRANSFORMER ELECTRICAL METER GAS METER GAS VALVE Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_G of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM SYMBOLS AND LEGEND 3 G03 SHEET FROM WHICH DETAIL IS TAKEN * DETAIL DESIGNATIONS 2 2 SCALE: DETAIL * NOTE: IF PLAN FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. DETAIL NUMBER 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 ASPH ATM AUTO AUX @ AIR RELEASE VALVE ASSOCIATION ASPHALT ATMOSPHERE AUTOMATIC AUXILIARY AT B 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 CLOSET 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 CV CWS CORPORATION CORRUGATED CONTROL POINT COUPLING CHLORINATED POLYVINYL CHOLRIDE CROWN CONTROL VALVE CLEAN WATER SERVICES CY CUBIC YARDS D D DET DI DIA DIM DRAIN DETAIL DUCTILE IRON DIAMETER DIMENSION DIST DN DWG DISTANCE DOWN DRAWING E EA ECC EG EL OR ELEV ELB EACH ECCENTRIC EXISTING GRADE ELBOW ELEVATION ELEC OR E ENCL EP 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 EXST GR 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 FIN GR FLEX C FEEDER FIRE EXTINGUISHER FAR FACE FIBERGLASS FIRE HYDRANT FINISH FLOOR FINISH GRADE FLEXIBLE COUPLING, FLEXIBLE CONNECTION FL FLR FN FOC FOF FPM FPS FT FLOW LINE 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 LENGTH OF CURVE LOCATION LONGITUDINAL LOW POINT LS LVL LUMP SUM LEVEL M MAN MATL MAX MB MECH ME MFR MANUAL MATERIAL MAXIMUM MAILBOX MECHANICAL MATCH EXISTING 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 NOM NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NUMBER NOM O O/O OR O TO O OBS OC OD OF OUT TO OUT OBSERVATION 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 POLYVINYL CHLORIDE PAVEMENT R R RC RCP RD RDCR REF RADIUS REINFORCED CONCRETE 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 RT REVOLUTIONS PER MINUTE RAILROAD RIGHT 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 SS 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 TOP OF PAVEMENT 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 HYDRANT BOC BTF BST UNDERGROUND ANG ANGLE BACK SIGHT FACE OF CONCRETE/CURB GUT GUTTER GUY GUY ANCHOR HORZ IE 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 CURVE PE PLAIN END PERF PERFORATED POC POT POINT ON CURVE POINT ON TANGENT PT POINT OF TANGENCY PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY SE SOUTHEAST SOUTHWEST S/W RIM RIM TL TRAFFIC LOOP TLC TRAFFIC LOOP CONTROLLER TLW TRAFFIC LOOP WIRE TOE TOE (OF SLOPE) TOP TOP (OF SLOPE) VLT VAULT W WATER DW DRYWELL POLC POLLUTION CONTROL SANITARY SEWER SERV SERVICE BH BORE HOLE DCO SDMH STORM DRAIN MANHOLE STORM DRAIN CLEANOUT SCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE BFP BACKFLOW PREVENTOR DEMO DEMOLITION CR CRUSHED DP DEPTH LOOP PED PEDESTRIAN REPL REPLACE SCH VC VERTICAL CURVECITYCITY 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 UTIL UTILITY Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_G of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM ABBREVIATIONS 4 G04 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_T-SECT of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS JSD MDE NJM TYPICAL SECTION 5 TS01 R/W STA B1+10.31 TO STA B2+50.00 10'10' 60' R/W FULL-DEPTH RECONSTRUCTION ACP WEARING COURSE LEVEL 2, 1 2" DENSE NOM. THKN. - 2" ACP BASE COURSE LEVEL 2, 1 2" DENSE NOM. THKN. - 2" DENSE-GRADED AGGREGATE BASE 8" THK 5TH STREET CL PROFILE GRADE 2.5% MIN VARIES (8% MAX) R/W 31'29' PROPOSED ROADWAY CL EXIST ROW 1' MODIFIED CURB AND GUTTER (SEE SHEET D01 FOR DETAILS) STA B1+33.90, LT. TO STA B1+42.69, LT. (WALKWAY) STA B1+90.05, LT. TO STA B2+26.27, LT. (DRIVEWAY) VARIES (SEE NOTE 1) NOTES: 1.SALVAGE AND RESET EXIST PAVERS TO ACHIEVE FLUSH CONDITION AT TOP-BACK-OF-CURB AND TO PROVIDE POSITIVE DRAINAGE TOWARD ROADWAY. COORD WITH INSPECTOR TO DETERMINE LIMITS. 2.MAINTAIN RESIDENTIAL ACCESS DURING PAVER ADJUSTMENT WORK. EG EG REINFORCED CONCRETE VALLEY GUTTER (SEE SHEET D01 FOR DETAILS) DENSE-GRADED AGGREGATE BASE 6" THK 17' INFORMAL PARKING AREA 2' 1'0.5'2' 6' DENSE-GRADED AGGREGATE BASE 3" THK PROTECT EXISTING PAVERS SALVAGED AND RESET PAVERS 2.5% MIN SUBGRADE GEOTEXTILE SUBGRADE GEOTEXTILE SUBGRADE GEOTEXTILE FINE PCC AGGREGATE 1" THK COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED SUBGRADE 1' 9" AGGREGATE BASE 12" E= 3 " 6% 6" MIN. R=1/2" 6" 6" M I N . ROADWAY PAVEMENT SECTION 6"1" 3/ 4 " 3/ 4 " R=3/4" EXISTING SUBGRADE SUBGRADE GEOTEXTILE 1" NOTES: 1.REFER TO ODOT STD DWG RD363 FOR GUTTER TRANSITION AT INLET. 2.INLET RIM ELEVATION ON PLAN SHEET IS AT CENTER OF STRUCTURE (NOT FLOW LINE). AGGREGATE BASE EXISTING SUBGRADE ROADWAY PAVEMENT SECTION R= 1/4"R = 1"5%5% 6" MIN. 6" M I N . AGGREGATE BASE (INFORMAL PARKING AREA) 24" FLOWLINE 8" 0. 5 " SUBGRADE #4 REBAR AT 8" OC #4 REBAR AT 12" OC R = 1" 6" MIN. 6" M I N . AGGREGATE BASE EXISTING SUBGRADE AGGREGATE BASE (INFORMAL PARKING AREA) SUBGRADE GEOTEXTILE REINFORCED CONC PAD POURED DIRECTLY ON WATER QUALITY VAULT. THICKNESS OF PAD OVER VAULT VARIES DUE TO SLOPE OF SURFACE GRADE. SEE SHEET C02 FOR SPOT ELEVATIONS OF CORNERS OF PAD. 3" CLR MIN 8" 8" ± #4 REBAR AT 18" OC EACH WAY STORMWATER QUALITY VAULT UTILITY PAD CONTRACTION JOINT NOTES: 1.LOCATE OVER EDGES OF UNDERLYING WATER QUALITY VAULT AND OPPOSITE CONTRACTION JOINTS IN ABUTTING CONCRETE 2.MAXIMUM 8' SPACING 3' TRANSITION FROM SECTION OF MODIFIED CURB AND GUTTER TO ASPHALT BERM. PLACE OVER 6" AGGREGATE BASE OVER SUBGRADE GEOTEXTILE. MODIFIED CURB AND GUTTER, SEE DETAIL 1, THIS SHEET. A A EXIST ASPHALT BERM REMOVE EXISTING ASPHALT BERM AND HAND-PLACE NEW 3/8" DENSE ASPHALT BERM H=3" 6" EXIST ASPH CLEAN SURFACE AND APPLY TACK COAT PRIOR TO PLACING AC BERM SECTION A-A - ASPHALT BERM 2' M I N SAWCUT EXIST ASPHALT BERM FLOW LINE LIMITS OF FULL DEPTH RECONSTRUCTION C01 1 SCALE: NTS MODIFIED CURB & GUTTER C01 2 SCALE: NTS CONCRETE VALLEY GUTTER, REINFORCED CURB & GUTTER AND VALLEY GUTTER NOTES: 1. FURNISH COMMERCIAL GRADE CONCRETE 2. CONSTRUCT EXPANSION JOINTS: A.AT COLD JOINT B.AT ENDS OF EACH DRIVEWAY 3. CONSTRUCT CONTRACTION JOINTS: A.AT 15' MINIMUM SPACING B.AT ENDS OF EACH INLET STRUCTURE AND INLET GUTTER TRANSITIONS C.WITH DEPTH OF JOINT OF AT LEAST 1-1/2" D.SEE CONCRETE UTILITY PAD DETAIL FOR RESPECTIVE CONTRACTION JOINT LOCATIONS 4. TEXTURE SURFACE WITH MEDIUM BROOM FINISH 5. STAMP 3" HEIGHT STENCIL IN CURBS WHERE UTILITIES CROSS AS FOLLOWS: A.STORM DRAIN = SD B.SANITARY SEWER = SS C.WATER = W Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_DET of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM DETAILS - 1 6 D01 C01 3 SCALE: NTS CONCRETE UTILITY PAD, REINFORCED C01 4 SCALE: NTS CURB TRANSITION - MODIFIED CURB & GUTTER TO ASPHALT BERM LA N E WI D T H 8' Install as shown. SALVAGED AND RELOCATED SIGN W10-1 For letter proportion details, see current version of Standard Highway Signs 2' 20' 6' 15' 16" RR 2'2' 85' RAILROAD CROSSING (white) LA N E WI D T H 15' EXISTING STOP BAR C01 5 SCALE: NTS PAVEMENT LEGEND - RAILROAD CROSSING C02 1 SCALE: NTS WATER QUALITY VAULT Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_DET of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM DETAILS - 2 7 D02 KEYSTONE EDGING WOOD FENCE ROCK RETAINING WALL DRIVEWAY TAX LOT 11000 TAX MAP 2 1E 10AB PURPOSES PER BOOK 318, PAGE 568 APPROXIMATE CENTERLINE OF POWER LINE EASEMENT PER BOOK 229, PAGE 476 10911 10968 11109 11232 11233 11234 11235 W O O D F E N C E CHAIN LINK FENCE SHED HOUSE BUILDING ROCK WALL 60' SUPPORT PILLAR AC MOUND ROCK RETAINING WALL TAX LOT 6800 TAX MAP 21E10AB TAX LOT 6700 TAX MAP 21E10AB PRIVATE PARKING LOT RAILROAD CROSSING RAILROAD CROSSING WOOD FENCE I R 60.00' ROAD EASEMENT TO THE CITY OF LAKE OSWEGO PER BOOK 229 PG 29 WOOD FENCE B0+80 B1+00 B2+00 B2+60 A3+18 A0+80 A1+00 A2+00 A3+00 10' 10' 2' 10' 18' 12' 11' 27' 1.5' 4' STA B1+00 N645561.77 E7644994.44 STA B2+60 N645404.63 E7644965.66 3'3'3'3' 7' 18' 6'6' STA A3+00 N645353.67 E7644939.73 STA A0+80 N645554.61 E7644988.05 100 105 110 115 120 100 105 110 115 120 B1+00 B1+10 B1+20 B1+30 B1+40 B1+50 B1+60 B1+70 B1+80 B1+90 B2+00 B2+10 B2+20 B2+30 B2+40 B2+50 B2+60 -2.83% 0.50%-0.50%0.84% PVI STA 1+23.22 PVI EL=110.48 K=6.01 LVC=20.00' ST A 1 + 1 3 . 2 2 EL = 1 1 0 . 7 7 ST A 1 + 3 3 . 2 2 EL = 1 1 0 . 5 3 PVI STA 2+07.69 PVI EL=110.46 K=18.70 LVC=25.00' ST A 1 + 9 5 . 1 9 EL = 1 1 0 . 5 2 ST A 2 + 2 0 . 1 9 EL = 1 1 0 . 5 6 PVI STA 1+62.87 PVI EL=110.68 K=25.05 LVC=25.00' ST A 1 + 5 0 . 3 7 EL = 1 1 0 . 6 2 ST A 1 + 7 5 . 3 7 EL = 1 1 0 . 6 2 1+30.23 ELEV=110.52 LOW POINT STA B1+10.31 ELEV=110.85 MATCH EXIST STA B EG AT ROADWAY C/L (ALIGNMENT "B") FG AT ROADWAY C/L (ALIGNMENT "B") 1+64.13 ELEV=110.65 HIGH POINT STA B 2+04.50 ELEV=110.50 LOW POINT STA B 2+49.76 ELEV=110.81 MATCH EXIST STA B Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_C of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS JSD MDE NJM STREET PLAN & PROFILE 8 C01 CONSTRUCTION NOTES: SAWCUT PROTECT EXIST TREE, SEE ESC SHEETS. PROTECT EXIST BUILDING PROTECT RAILROAD TRACKS AND CROSSING APPURTENANCES MAINTAIN & PROTECT EXIST WALKWAY MAINTAIN & PROTECT EXIST DRIVEWAY/PAVERS MAINTAIN & PROTECT EXIST ROCK WALL MAINTAIN & PROTECT EXIST FENCE. REPLACE IN-KIND IF DAMAGED OR REMOVED. MAINTAIN & PROTECT EXIST SIGN SALVAGE & RESET EXIST LANDSCAPE BOULDERS & STAKING BARS DOCUMENT LAYOUT OF EXIST PAVERS. SALVAGE EXIST PAVERS AND REINSTALL UPON COMPLETION OF CURB AND GUTTER INSTALLATION PROTECT EXIST IRRIGATION SYSTEM. REPLACE IN KIND IF DAMAGED OR REMOVED. SALVAGE EXIST SIGN AND REMOVE EXIST SIGN SUPPORT. INSTALL SALVAGED SIGN ON 2.5" - 12 GAUGE PERFORATED STEEL SQUARE TUBE SIGN SUPPORT (BLACK) WITH 2.5" ANCHOR BASE DETAIL. (SEE ODOT DETAILS TM681, TM676, TM687) REMOVE EXIST ASPHALT BERM REMOVE AND DISPOSE OF EXIST INFORMAL INFILTRATION FACILITY (BOULDERS, CONSTRUCTION FENCING & POSTS, ETC.) AND BACKFILL WITH AGGREGATE BASE ROCK PLACED IN 6" LIFTS (LOOSE DEPTH) AND COMPACTED TO 95% RELATIVE DENSITY PER ASTM D1557 (AASHTO T-180) AND ODOT MANUAL OF FIELD TEST PROCEDURES (MFTP). CONSTRUCT LOW-PROFILE MOUNTABLE CURB & GUTTER, , REFER TO SHEET C02 FOR GUTTER TRANSITIONS AT INLETS. (SEE DETAIL 1 ON SHEET D01) CONSTRUCT VALLEY GUTTER PAN, REFER TO SHEET C02 FOR PAN TRANSITIONS AT INLETS. (SEE DETAIL 2 ON SHEET D01) CONCRETE UTILITY PAD, REINFORCED (SEE DETAIL 3 ON SHEET D01) CURB TRANSITION - MODIFIED CURB & GUTTER TO ASPHALT BERM (SEE DETAIL 4 ON SHEET D01) PRUNE EXIST CAMELLIA BUSH TO PROVIDE LINE-OF-SIGHT FOR RAILROAD SIGN (TRIM ONE FOOT BEYOND SIGN EXTENTS) SALVAGE & REINSTALL EXIST FENCE. REBUILD IN-KIND IF DAMAGED. REMOVE EXIST SURFACING AND PLACE OPEN-GRADED BASE ROCK (SEE SECTION ON SHEET TS-01) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 N O R T H PROFILE (ALIGNMENT "B") SCALE: 1"=10' HORIZ, 1"=5' VERT PLAN SCALE: 1"=10' 1 22 3 4 5 6 7 2 7 8 8 21 9 13 10 10 11 11 12 12 12 14 15 16 17 22 19 101 5TH STREET 102 5TH STREET 104 5TH STREET 490 LAKE BAY CT 608 CABANA LN 606 CABANA LN 610 CABANA LN PORTLAND & WESTERN RAILROAD 5TH STREET C A B A N A L A N E P O R T L A N D & W E S T E R N R A I L R O A D SHEET NOTES: 1.MATCH EXISTING CONDITIONS AT PROJECT EXTENTS. 2.SEE PROJECT SPECIAL PROVISION SECTIONS 00150, 00170, AND 00223 FOR RAILROAD COORDINATION NEEDS. 3.COORDINATE ROADWAY TRAFFIC CONTROL FOR LANE CLOSURES WITH THE RAILROAD. 4.COORDINATE WITH RAILROAD FOR FLAGGING REQUIREMENTS FOR CONSTRUCTION ACTIVITIES WITHIN THE RAILROAD RIGHT-OF-WAY. 4.SEE SHEET EC02 - EROSION CONTROL PLAN FOR LIMITS OF CRITICAL ROOT ZONE. 11 R/W 20 C A B A N A P O I N T E R/W RR 1.SEE SHEET D01 FOR NEW PAVEMENT MARKINGS AS CALLED OUT WITH 2.RECORD EXISTING PAVEMENT MARKINGS AND REPLACE MARKINGS AS SHOWN OR DIRECTED BY THE ENGINEER. CONTRACTOR SHALL COORDINATE LAYOUT WITH CITY PRIOR TO PLACEMENT. X PAVEMENT MARKING NOTES: 18 END LOCATES KEYSTONE EDGING WOOD FENCE 2" STEEL ROCK RETAINING WALL 6" WATER 8" W A T E R 1" S T E E L 1 " S T E E L ABANDONED 1" STEEL DRIVEWAY CENTERLINE OF POWER LINE EASEMENT PER BOOK 229, PAGE 476 6 " W A T E R 1 " P O L Y 10911 10968 11109 11232 11233 11234 CHAIN LINK FENCE 2" STEEL 8" DI 8" PVC SHED END COMM LOCATES BUILDING END COMM LOCATES ROCK WALL 60' AC MOUND ROCK RETAINING WALL POWER OUTLET SEE NOTE 11 TAX LOT 6800 TAX MAP 21E10AB TAX LOT 6700 TAX MAP 21E10AB RAILROAD CROSSING RAILROAD CROSSING EX SAN CO RIM: 110.83 IE BEND: 105± WOOD FENCE WATER LINE STUB I R OUTFALL SEARCHED FOR, NOT FOUND EX STM AD RIM: 110.26 IE OUT: 108.71 (12"SW) IRRIGATION VALVE 60.00' ROAD EASEMENT TO THE CITY OF LAKE OSWEGO PER BOOK 229 PG 29 WOOD FENCE EX 8" CONC CULVERT IE: 109.97 EX 8" CONC CULVERT IE: 109.96 B0+80 B1+00 B2+00 B2+60 A3+18 A0+80 A1+00 A2+00 A3+00 SD SD SD SD INLET 1 STA: A0+95.14 , -14.4' LT RIM: 110.23 SUMP: 104.31 IE OUT(W): 107.31 (12") INLET 3 STA: A1+79.61 , -14.4' LT RIM: 110.21 SUMP: 104.28 IE OUT(W): 107.28 (12") SDMH 1 STA 'A':0+96.00 INLET 2 STA: A0+95.12 , 5.0' RT RIM: 110.21 SUMP: 104.27 IE OUT(E): 107.27 (12") INLET 4 STA: A1+84.68 , 0.0' RT RIM: 110.19 SUMP: 103.98 IE IN(E): 106.08 (12") IE OUT(W): 105.98 (12") SDMH 2 STA 'A':1+79.61 SDMH 3 STA 'A':1+96.50 SDMH 4 STA 'A':3+00.69 14 LF 12" C900 PVC @ 7.30% 5 LF 12" C900 PVC @ 1.00% 14 LF 12" C900 PVC @ 1.00% 5 LF 12" C900 PVC @ 2.00% 110.42 FL ME 110.67 TC 110.64 TC HP 110.42 TC 110.43 FL ME 110.60 TC 110.52 FL 110.41 FL HP 110.68 HP (PVI) 110.39 FL ME 110.51 TC 110.48 TC 110.52 ME 110.49 ME 110.51 ME 110.54 TC110.50 TC 110.81 ME 110.85 ME 4 LF 12" PVC @ 1.00% 110.44 ME 110.37 ME 110.57 HP 110.52 HP 34 LF 12" GASKETED PVC @ 1.10% 3 LF 12" SD @ 3.65% 8 LF 12" GASKETED PVC @ 1.00% 110.5 111.5 110.5 110.5 1 1 0 . 5 111.0 110.28 110.61 110.56 110.23 110.35 110 . 5 84 LF 12" C900 PVC @ 1.00% 110.29 FL 110.39 FL HP 110.26 FL 110.32 FL110.25 FL 110.45 TC 110.17 FL110.20 FL 110.5 110.49 HP (PVI) 110.46 HP (PVI) 85 90 95 100 105 110 115 85 90 95 100 105 110 115 A0+90 A1+00 A1+10 A1+20 A1+30 A1+40 A1+50 A1+60 A1+70 A1+80 A1+90 A2+00 A2+10 A2+20 A2+30 A2+40 A2+50 A2+60 A2+70 A2+80 A2+90 A3+00 A3+10 A3+20 A3+30 EXIST 62 LF 12" GASKETED PVC @ 0.81% 3 LF 12" SD @ 3.65% SDMH 4 IE IN (N) 101.82 (12") IE OUT (S) 101.12 (12") N645353.00 E7644939.93 RIM=110.16 SDMH 3 IE IN (N) 102.88 (12") IE OUT (SW) 102.78 (12") N645453.33 E7644957.98 RIM=110.51 REMOVE EXIST PIPE CAP AND CONNECT TO EXIST 12" SD EXIST IE=101.0 ± EXIST GRADE ALONG ALIGNMENT "A" WATER QUALITY VAULT N645461.35 E7644961.31 VAULT ACCESS ELEVATIONS VARY, SEE SHEETS C01 & D02. SET ACCESSES FLUSH WITH SURFACE OF CONC PAD IE IN (E) 105.97 (12") IE OUT (S) 102.92 (12") EXIST RR TRACKS 4 LF 12" PVC @ 1.00% EXIST PIPE SLOPE = 3.65% FINISH GRADE ALONG ALIGNMENT "A" REMOVE EXIST PIPE CAP AND INSTALL TWO (2) 11.25° GASKETED PVC HORIZ BENDS EXIST IE = 102.4± REMOVE EXIST PIPE CAP AND INSTALL TWO (2) 11.25° GASKETED PVC HORIZ BENDS EXIST IE = 101.9± 34 LF 12" GASKETED PVC @ 1.10% 8 LF 12" GASKETED PVC @ 1.00% EXIST 12" GASKETED PVC STORM AND 8" DI WATER UTILITIES WITHIN 30" STEEL CASING RAILROAD RIGHT-OF-WAY (100') 84 LF 12" C900 PVC @ 1.00% INLET 4 N645457.65 E7644965.15 RIM 110.19 IE IN (E) 106.08 (12") IE OUT (W) 105.98 (12") SDMH 2 STA A1+80 RIM 110.33 IE IN (E) 106.23 (12") IE IN (N) 106.23 (12") IE OUT (W) 106.13 (12") SDMH 1 IE IN (W) 107.17 (12") IE IN (E) 107.17 (12") IE OUT (S) 107.07 (12") STA A0+96 RIM=110.36 SEE SHT NOTE 2 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_C-UTIL of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS JSD MDE NJM DRAINAGE, UTILITIES, & GRADING - PLAN & PROFILE 9 C02 N O R T H PROFILE (ALIGNMENT "A") SCALE: 1"=10' HORIZ, 1"=5' VERT PLAN SCALE: 1"=10' CONSTRUCTION NOTES: MAINTAIN & PROTECT EXIST WATER METER MAINTAIN & PROTECT EXIST UTILITY POLE ADJUST UTILITY STRUCTURE (VALVE BOX/COVER, SANITARY CLEANOUT, ETC.) REMOVE EXIST WV BOX AND COVER, REPLACE WITH EAST JORDAN BOX AND LO VALVE COVER 00363967, AND SET TO FINISH GRADE. COORD WITH INSPECTOR. (SEE CITY DETAIL W6-01) DECOMMISSION EXIST INFILTRATION TRENCH (CATCH BASIN, PIPING, FILTER COURSE AGGREGATE, ETC.). DISPOSE OF INFILTRATION AGGREGATE SPOILS AT CLASS D LANDFILL. INSTALL 12" PVC STORM PIPE (SEE ODOT STD DWGS RD300, RD302, RD336, & RD345) INSTALL CAST-IN-PLACE TYPE G INLET AND SUMP, (DEPTH AS NOTED). FOR CURB AND GUTTER CONDITION: PROVIDE GUTTER TRANSITION BY TAPERING GUTTER WIDTH OVER THREE FEET TO MATCH INLET WIDTH ON BOTH SIDES OF INLET. SEE ODOT STD DWG RD363. FOR VALLEY GUTTER CONDITION: PROVIDE PAN TRANSITION FROM VALLEY SECTION TO FLAT SECTION OF INLET FRAME OVER THREE FEET. (SEE CITY DETAILS SD5-01D & SD5-02) INSTALL 48" DIA STORM MH (SEE CITY DETAILS WW1-02, SD2-01, & WW2-04) INSTALL SHALLOW FLATTOP 48" DIA STORM MH (SEE CITY DETAIL WW1-01) INSTALL WATER QUALITY VAULT (SEE DETAILS ON SHEET D02) CONNECT TO EXIST 12" PVC STUBBED STORM LINE. REMOVE EXIST PIPE CAP/PLUG AND PROVIDE SPOOL PIPE AND FITTINGS AS NEEDED TO EXTEND PIPE CLEAR OF EXIST WATER MAIN. INSTALL 12" HDPE STORM PIPE (SEE ODOT STD DWGS RD300, RD302, RD336, & RD345) VIDEO INSPECT AND JET-CLEAN EXISTING PIPE 1 2 3 4 5 6 7 8 9 10 11 12 13 101 5TH STREET 102 5TH STREET104 5TH STREET 490 LAKE BAY CT 608 CABA N A LN 606 CABA N A LN 610 CAB A N A LN PORTLAND & WESTERN RAILROAD 5TH STREET C A B A N A L A N E P O R T L A N D & W E S T E R N R A I L R O A D 4 3 2 10 2 2 51 3 1 7 7 9 9 7 7 8 8 9 7 10 8 8 SEE SHEET C01 FOR CENTERLINE PROFILE PROTECT EXIST 8" DI WATER MAIN PROTECT EXIST 8" DI WATER MAIN CONNECT TWO (2) 11.25° GASKETED PVC BENDS TO EXIST 12" PVC CONNECT TWO (2) 11.25° GASKETED PVC BENDS TO EXIST 12" PVC CONNECT TO EXIST 12" SD 6 6 6 6 6 6 6 6 6 6 6 66 9 11 C A B A N A P O I N T E R/W R/W SHEET NOTES: 1.C900 DR25 STORM PIPE REQUIRED WHERE MIN HEIGHT OF COVER IS LESS THAN 2.0 FEET FROM TOP OF SUBGRADE. 2.INSTALL 12" PVC PIPE TO CONNECT INSIDE FACE OF WATER QUALITY VAULT AND INSIDE FACE OF ADJOINING INLET (APPROX. 12" LENGTH). 3.NORTHINGS/EASTINGS AND OFFSETS REFER TO CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 4.SEE SHEET EC02 - EROSION CONTROL PLAN FOR LIMITS OF CRITICAL ROOT ZONE. 6 11 13 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_EC of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM EROSION & SEDIMENT CONTROL NOTES 10 EC01 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 ALL STOCKPILES IN SUMMER SEASON WHEN UNWORKED FOR 14 DAYS, OR IMMEDIATELY UPON DETECTION OF WIND EROSION. 2.PROTECT EXPOSED SOILS WITH 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 IMPLEMENT DUST CONTROL MEASURES. 3.PROVIDE LEAK-PROOF PANS FOR CONCRETE WASH WATER AND MORTAR/MASONRY MATERIALS. CONCRETE WASH WATER, RINSE WATER, EXPOSED AGGREGATE WASH WATER OR ANY WATER CONTAINING CONCRETE SEDIMENT MUST BE CONTAINED ON-SITE 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. 4.PROVIDE ADEQUATE, WELL-MARKED GARBAGE CONTAINERS. GARBAGE AND DEBRIS, INCLUDING LITTER, FOOD WRAPPERS, 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 OF 20' LENGTH, 1 ½” DIAMETER CLEAN ROCK, 8” DEPTH. COMMERCIAL OR DEVELOPMENT CONSTRUCTION ENTRANCE TO BE MINIMUM OF 50' LENGTH, 4”-6” DIAMETER CLEAN ROCK, 8” DEPTH. GEOTEXTILE IS REQUIRED UNDER GRAVEL CONSTRUCTION ENTRANCES. 6.MAINTAIN CLEAN AND SEDIMENT FREE CONSTRUCTION ENTRANCE (INCLUDING EXISTING DRIVEWAY). DO NOT RINSE OR POWER WASH SEDIMENT ONTO THE STREET OR INTO STORMWATER 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. INLET PROTECTION MUST CONSIST OF NON-WOVEN FILTER INSERTS. BIO-BAGS ARE NOT ALLOWED IN THE STREET. 8.CLEAN ALL CATCH BASINS AND CONVEYANCE LINES PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE STORMWATER 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 EQUIPMENT (SUCH AS A “BOBCAT”) 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 CLEARING LIMITS. 14.INSTALL PERIMETER EROSION CONTROL AROUND AREA OF WORK. PROTECT DOWNSLOPE AREAS FROM POTENTIAL RUNOFF OR SEDIMENT USING SEDIMENT FENCING. STRAW WATTLES ARE ALLOWED ONLY IN TREE PROTECTION ZONES. 15.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. DESIGNEE SHALL MAINTAIN COMPLIANCE WITH ALL WATER QUALITY REQUIREMENTS IN ACCORDANCE WITH LOC CHAPTER 52, STATE AND FEDERAL REGULATIONS. 16.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 THEIR DESIGNEE. 17.ALL EROSION CONTROL MEASURES SHALL COMPLY WITH SPECIFICATIONS PROVIDED IN THE “EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL” (REVISED 2022) AVAILABLE AT HTTP://WWW.CLACKAMAS.US/WES/DESIGNMANUAL.HTML 18.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. 19.DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED DAILY BY AN EROSION CONTROL PLAN MANAGER (SPECIFICALLY DESIGNATED BY 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 ½” OR GREATER. 20.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. 21.PROTECT EXISTING VEGETATION AND LIMIT SOIL DISTURBANCE. PHASE THE WORK WHEN POSSIBLE TO LIMIT THE AMOUNT OF EXPOSED SOIL THROUGHOUT THE PROJECT. STABILIZE EXPOSED SOILS AS QUICKLY AS POSSIBLE. CONSIDER THE USE OF DEEP-ROOTED NATIVE VEGETATION TO STABILIZE EXPOSED SOILS. 22.LOCATE THE NEAREST STORM DRAIN INLETS. PROTECT INLETS WITH NON-WOVEN FILTER INSERTS. BIO-BAGS ARE NOT ALLOWED IN THE STREET. PROPERLY DISPOSE OF ACCUMULATED MATERIAL WHEN FILTER LOSES 1/3 OF CAPACITY, OR IF FUNCTIONALITY IS REDUCED. INSPECT INLET PROTECTION DAILY DURING WET WEATHER SEASON. REMOVE ALL FILTERS UPON PERMANENT SITE STABILIZATION. 23.DO NOT RINSE ANY MATERIAL INTO THE STORM DRAIN. REMEMBER; “ONLY RAIN GOES DOWN THE DRAIN.” 24.ALL DEWATERING DISCHARGES MUST BE TREATED USING A DISCHARGE INLINE FILTER IN ADDITION TO INLET PROTECTION. UNFILTERED DEWATERING DISCHARGES CANNOT BE DISCHARGED TO THE STORM SYSTEM. 25.PUBLIC STREETS MUST BE SWEPT DAILY, IF NECESSARY, TO MINIMIZE SEDIMENT DISCHARGED INTO THE STORMWATER DRAINAGE SYSTEM. UNFILTERED WASH WATER CANNOT BE DISCHARGED INTO THE STORM SYSTEM. CITY OF LAKE OSWEGO EROSION PREVENTION AND SEDIMENT CONTROL GENERAL NOTES END LOCATES KEYSTONE EDGING WOOD FENCE 2" STEEL ROCK RETAINING WALL 6" WATER 8" W A T E R 1" S T E E L 1 " S T E E L ABANDONED 1" STEEL 18.00' EASEMENT FOR ROADWAY DRIVEWAY TAX LOT 11000 TAX MAP 2 1E 10AB 10.00' EASEMENT FOR ROADWAY PURPOSES PER BOOK 318, PAGE 568 APPROXIMATE CENTERLINE OF POWER LINE EASEMENT PER BOOK 229, PAGE 476 6 " W A T E R 1 " P O L Y 10911 10968 11109 11232 11233 11234 11235 W O O D F E N C E CHAIN LINK FENCE 2" STEEL 8" DI 8" PVC SHED END COMM LOCATES HOUSE BUILDING END COMM LOCATES ROCK WALL 60' SUPPORT PILLAR AC MOUND ROCK RETAINING WALL POWER OUTLET SEE NOTE 11 TAX LOT 6800 TAX MAP 21E10AB TAX LOT 6700 TAX MAP 21E10AB PRIVATE PARKING LOT RAILROAD CROSSING RAILROAD CROSSING EX SAN CO RIM: 111.08 IE BEND: 107± EX SAN CO RIM: 110.83 IE BEND: 105± EX SAN CO RIM: 111.08 IE BEND: 108± WOOD FENCE WATER LINE STUB I R OUTFALL SEARCHED FOR, NOT FOUND EX STM AD RIM: 110.26 IE OUT: 108.71 (12"SW) IRRIGATION VALVE 60.00' ROAD EASEMENT TO THE CITY OF LAKE OSWEGO PER BOOK 229 PG 29 WOOD FENCE EX 8" CONC CULVERT IE: 109.97 EX 8" CONC CULVERT IE: 109.96 SD SD SD SD 111.0 110.5 111.5 110.5 110.5 1 1 0 . 5 11 0 . 5 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_EC of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM EROSION & SEDIMENT CONTROL PLAN 11 EC02 N O R T H PLAN SCALE: 1"=10' 101 5TH STREET 102 5TH STREET 104 5TH STREET 490 LAKE BAY CT 608 CABA N A LN 606 CAB A N A LN 610 CABA N A LN PORTLAND & WESTERN RAILROAD 5TH STREET C A B A N A L A N E P O R T L A N D & W E S T E R N R A I L R O A D 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: PREFABRICATED CONSTRUCTION ENTRANCE CONCRETE WASHOUT INLET PROTECTION LIMITS OF DISTURBANCE TREE PROTECTION SEDIMENT BARRIER, TYPE 8 CRITICAL ROOT ZONE (SEE SHEET NOTE 2) CONSTRUCTION NOTES: LIMITS OF DISTURBANCE INSTALL PREFABRICATED CONSTRUCTION ENTRANCE (SEE SHEET NOTE 1 AND SPECIAL PROVISIONS SECTION 00280) CONSTRUCT CONCRETE WASHOUT (SEE SHEET NOTE 1 AND CWS DRAWING NO. 900) INSTALL CATCH BASIN INSERT INLET PROTECTION (SEE CITY DETAIL E1-01) EXISTING INLET FOR INFILTRATION TRENCH. INSTALL AND MAINTAIN CATCH BASIN INSERT INLET PROTECTION UNTIL STRUCTURE IS REMOVED. (SEE CITY DETAIL E1-01) INSTALL SEDIMENT WATTLES (SEE CWS DRAWING NO. 880) INSTALL TREE PROTECTION (SEE CITY DETAIL E1-08) PREVENT SEDIMENT-LADEN WATER FROM CONSTRUCTION ACTIVITIES FROM ENTERING WATER QUALITY VAULT. 1 2 3 4 5 6 7 8 1 1 1 1 2 3 45 4 4 4 8R/W R/W 6 7 6 6 Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_EC of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM EROSION & SEDIMENT CONTROL DETAILS 12 EC03 HEDGE I R SD SD SD SD 5TH STREET C A B A N A L A N E P O R T L A N D & W E S T E R N R A I L R O A D LA K E B A Y C O U R T Date: JUNE 2026 File Name:Date No.:Revisions:By: Drawn: Designed: Checked: SCALE: AS SHOWN D241867OR_TC of 13 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.346 (Phase II) 5TH STREET & LAKE BAY COURT DRAINAGE IMPROVEMENTS MDE MDE NJM TRAFFIC CONTROL PLAN 13 TC01 N O R T H PLAN SCALE: 1"=20' LEGEND STAGE 1 CONSTRUCTION ZONE STAGE 2 CONSTRUCTION ZONE STAGE 3 CONSTRUCTION ZONE NOTES: 1.PLAN IS A CONCEPTUAL EXAMPLE OF POTENTIAL SEQUENCING OF WORK AND CAN BE ADJUSTED BY THE CONTRACTOR PENDING INSPECTOR REVIEW. 2.ALL TRAFFIC CONTROL PLAN DETOUR ROUTES MUST BE APPROVED BY THE INSPECTOR PRIOR TO ANY ROAD CLOSURE. 3.COORDINATE PORTABLE CHANGEABLE MESSAGE SIGN PLACEMENT AND MESSAGE WITH INSPECTOR PRIOR TO PLACEMENT. 4.OBTAIN CITY TRAFFIC CONTROL PLAN PERMIT PRIOR TO TRAFFIC CONTROL PLAN SIGN/PORTABLE CHANGEABLE MESSAGE SIGN PLACEMENT. 5.COORDINATE WITH CITY INSPECTOR FOR ANY RAILROAD REQUIREMENTS PRIOR TO ANY MOBILIZATION. STAGE 1 UNDER FLAGGED OPERATION (ONE LANE OPEN) STAGE 2 UNDER FLAGGED OPERATION (ONE LANE OPEN) STAGE 3 UNDER FLAGGED OPERATION (ONE LANE OPEN) CONCEPTUAL STAGING PLAN 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 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 R/W (URBAN) (RURAL) R/W VARIES 1' MIN. 14' 14' 5' 10' 10' MIN.y SEE NOTE 3 0 2/ � 2.5 % 2.5 % MP 2:1 MAX. SLOPE(BOTH SIDES) OR AS APPROVED BY THE CITY ENGINEER � MIN. CONCRETE SIDEWALK 0.5' I 4" OF LEVEL 2, 1/2" DENSE AS REQUIRED ASPHALTIC CONCRETE DRAINAGE FACILITY, AS REQUIRED 8" OF 3/4"-0" OR 1"-0" COMPACTED DENSE GRADED CRUSHED BASE ROCK STANDARD CURB AND GUTTER, SEE DETAIL S2-02 NOTES: 1. MINIMUM ASPHALTIC CONCRETE LIFT THICKNESS SHALL BE 2" THEREFORE 2-2" LIFTS ARE TYPICAL. 2. COMPACTION REQUIREMENTS: SUBGRADE SOIL AND CRUSHED ROCK, 95% ASTM D1557; ASPHALTIC CONCRETE, 92% ODOT TM 305. 3. 1' GRAVEL SHOULDER ADJACENT TO SWALE OR 3' GRAVEL SHOULDER ADJACENT TO DITCH. AS DIRECTED BY CITY ENGINEER. 20 FT. & 28 FT. LOCAL F L City of Lake Oswego i _ 0 i J a Engineering Division STREET SECTION s1 1 Erica Rooney,P.E. City Engineer °R e G C`x EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER 12" MIN. r 18" FINISH GRADE SURFACING—MATCH EXISTING TYPE OF TOPSOIL, OR MATERIAL SUBGRADE AS DIRECTED vvvvvvvv�Vv; BASE MATERIAL vvvvvvvv vvvvvvvvv lvvvvvvv r O� vvvvvv MULTIPLE INSTALLATIONS �� _ �n `=c) °°°°° 2v o to Q vvvvvvvvv Q-a vvvvvvvv �� Q W 2 ov v ao o TRENCH BACKFILL AREA y� � DIAM. MIN. SPACE BETWEEN PIPES �w ,v UP TO 48" 24" ��<<` o o Q vvv WARNING TAPE 48" to 72' 1/2 DIAMETER OF PIPES �� v v°v°v°v° (SEE NOTE 4) vvvvv vvvvv vvvvv »D» TRACER WIRE TABLE A (SEE NOTE 4) SEE TABLE A _ „A„ "B" "C" "D" QS?� PIPE ZONE 3�4"-O" (in.) (in.) (in.) (in.) � OR 1"-0"I "g" "g" CRUSHED AGGREGATE Nom. 4 10 4 12 pipe 1 6 10 4 12 "A" 8 10 6 12 PIPE BEDDING "C" 10 10 6 12 SEE TABLE A 12 12 6 12 15 12 6 12 I I-III=III-I I ICI TRENCH FOUNDATION, STABILIZATION 18 16 6 12 UNDISTURBED AS REQUIRED 21 16 6 12 NATIVE SOIL 24" min. 24 16 6 12 30 16 6 12 NOTES 36 18 6 12 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STD. DETAIL 56-03. 42 18 6 12 2. FOR PIPE INSTALLATION IN EMBANKMENT AREAS WHERE THE TRENCH METHOD WILL NOT BE USED AND THE PIPE 48 18 6 12 IS >_36" DIAMETER, INCREASE DIMENSION "B" TO NOMINAL PIPE DIAMETER. 54 18 6 12 3. PIPES OVER 72" DIAMETER ARE STRUCTURES, AND ARE 60 18 6 12 NOT APPLICABLE TO THIS DRAWING. 66 18 6 12 4. SEE L.O. SPECIAL PROVISIONS FOR TRACER WIRE AND WARNING TAPE DETAILS (WHEN REQUIRED). 72 18 6 12 FOR PIPES OVER 72" DIAMETER SEE GENERAL NOTE 3 City of Lake Oswego WATER AND SEWER TRENCH c 1 r 1' Engineering Division BACKFILL DETAIL J 6—O 1 Erica Rooney,P.E. City Engineer °Qec° EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER STREET SURFACE (NEW ASPHALTIC CONCRETE) SAW CUT, TACK SAW CUT, TACK AND SAND AND SAND 2' MIN. 2' MIN. EXISTING STREET SURFACE -�� MIN. 1' MIN. ...I EXISTING FABRIC, ``` ``` `` `` = NEW FABRIC SEE NOTE 1 —I I= j - - TRENCH . .. . . . .............. .......... ............... : : - .......... i.I. . . . .............. .......... PIPE NOTES: 1. EXISTING GEOTEXTILE FABRIC TO BE CUT WITH A SHARP INSTRUMENT, PROVIDING A MINIMUM OF A ONE FOOT OVERLAP OF OLD AND NEW FABRIC ALONG ALL TRENCH CUT LINES. TRENCH AND PATCH DETAIL FOR City of Lake Oswego UTILITY CUTS IN STREETS WHERE S 6- O 2 v j 0 Engineering Division GEOTEXTILE IS PRESENT Erica Rooney,P.E. City Engineer O*EGOt� EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER 2 1 515 1 1 SECTION VIEW 4 3 TRENCH PAVEMENT PATCH & T-CUT 6 S6-03City of Lake Oswego Engineering Division Erica Rooney, P.E. City Engineer EFFECTIVE DATE: JANUARY 7, 2025 NOT TO SCALE DRAWING NUMBER 77 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 °REGOd 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 NOTES: INLET 1) ALL PRECAST SECTIONS SHALL CONFORM L TO THE REQUIREMENTS OF ASTM—C-478. 2) ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 P.S.I. 3) FOR LOCATIONS OUTSIDE OF PAVED, OR OTHER HARD SURFACED AREAS, MANHOLE RIM ELEVATION SHALL BE BETWEEN 6" AND 12" ABOVE ADJACENT FINISHED GROUND ELEVATION. \ \__ 4) ELIMINATE STEPS AND USE CONCENTRIC OPENING FOR I FLATTOP MANHOLE WHEN RIM TO PIPE CROWN I— — — OUTLET HEIGHT IS 4 FEET OR LESS. / I _ 5) FLATTOP MANHOLE REQUIRED WHEN THERE IS LESS THAN 6 FEET FROM PIPE INVERT TO TOP OF MANHOLE. \ / 6) SEE L.O. SPECIAL PROVISIONS FOR TRACER WIRE DETAILS. I i STANDARD FRAME AND COVER WHEN IN PAVED STREET. SEE DETAIL PLAN WW2-01 SET EACH RISER RING IN 10" MAX FULL BED OF CONCRETE CONC. RISER GROUT RINGS e a ' a JOINT WITH RUBBER GASKET FOR WASTEWATER MANHOLES, OR EITHER 4" TO 6" RUBBER GASKET OR MASTIC (RAMNECK) FOR STORM MANHOLES (TYPICAL). STEPS (SEE DETAIL WW2-04) e a GROUT ALL OUTSIDE JOINTS ae Zt 12" FLEXIBLE RUBBER "PIPE TO MANHOLE CONNECTOR" a, (KOR—N—SEAL, Y2 PIPE ID OR EQUIVALENT) SLOPE BENCH °a ' ' '•',` ' "` 1" PER FOOT (SEE DETAIL WW1-03) Al ° e CE PROVIDE PIPE JOINT WITH RUBBER 0—RING WITHIN 18" FROM OUTSIDE FACE SECTION OF MANHOLE WALL o�� Eo City of Lake Oswego FLATTOP MANHOLE WW1 -01 J o Engineering Division Erica Rooney,P.E. City Engineer GJ?EGG EFFECTIVE DATE:JANUARY 1,2018 NOT TO SCALE DRAWING NUMBER NOTES: H w 1) ALL PRECAST SECTIONS SHALL CONFORM J TO THE REQUIREMENTS OF ASTM-C-478. z 2) ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 P.S.I. . 3) FOR LOCATIONS OUTSIDE OF PAVED, OR OTHER HARD SURFACED AREAS, MANHOLE RIM ELEVATION SHALL BE i BETWEEN 6" AND 12" ABOVE ADJACENT FINISHED GROUND ELEVATION. / 4) SEE L.O. SPECIAL PROVISIONS FOR TRACER WIRE DETAILS. STANDARD FRAME AND — + OUTLET COVER WHEN IN 10" MAX PAVED STREET. SEE DETAIL CONC. RISER WW2-01 / RINGS SET EACH RISER RING IN r— FULL BED OF CONCRETE GROUT d+ _ 7 ECCENTRIC CONE PLAN 4" TO 6" FROM TOP a OF CONE TO a ° FIRST STEP ° STEPS ° (SEE DETAIL WW2-04) c. a JOINT WITH RUBBER GASKET FOR WASTEWATER MANHOLES, OR EITHER RUBBER GASKET OR MASTIC (RAMNECK) FOR STORM MANHOLES (TYPICAL). 1 48" — GROUT ALL OUTSIDE JOINTS T 12" FLEXIBLE RUBBER "PIPE TO SLOPE BENCH 1" MANHOLE PER FOOT CONNECTION" —SEAL, OR (SEE DETAIL WW1-03) EQUIVALENT) a Y2 PIPE ID a d PROVIDE PPE JOINT SECTION RUBBER 0 I RING W TH NITH 18" FROM OUTSIDE FACE OF MANHOLE WALL � s 6 City of Lake Oswego STANDARD MAN HOLE W W 1 —O 2 j o Engineering Division Erica Rooney,P.E. City Engineer EFFECTIVE DATE:JANUARY 1,2018 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 1 8" Q 1 Ya" 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 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, 2026 - November 30, 2026 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 RD363 AT INLET GUTTER TRANSITION R D 3 6 3 . d g n 21-JUL-2015N/A 2 0 - J U L - 2 0 2 0 * * * A C D E B F A B A D C E B F S l.va r. 3. Vary transition section slopes to match above points. 2. Match normal pvmt. grade at points C, D, E & F. " local depression at points A & B.2 11. Provide 1 NOTES: Normal gutter flow line flow line Depressed gutter Varies, see general note 3 (Sl. var.) Top of curbGutter flow line "2 11 (See general note 5) Pay limit for concrete inlet (See general note 5) Pay limit for concrete inlet Outer wall of inlet6" nom. Normal gutter flow line (Typ.) transition section Flare gutter in (See gene ra lno te 5 ) Pay lim itfo rcon c re te in le t cu rb& gu tte r Pay lim itfo r cu rb& gu tte r Pay lim itfo r t ran sit i on (T yp . ) 3' t o4' "4 13'-4 5. Pay limit for inlet is expanded when curb and gutter are monolithic. 4. All concrete shall be commercial grade concrete. 3. For curb details, see Std. Dwgs. RD700 & RD701. 2. For frame and grate details, see Std. Dwg. RD365. 1. For inlet details, see appropriate inlet standard drawing(s). GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: PLAN VIEW SECTION A-A AA 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, 2026 - November 30, 2026 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 RD388 FOR PVC PIPE FILL HEIGHT TABLE R D 3 8 8 . d g n 13-JAN-2026RD11-02 1 3 - J A N - 2 0 2 6 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 12 10 8 6 4 12 10 8 6 4 12 10 8 6 4 48 42 36 30 24 20 18 16 14 36 30 24 20 18 16 14 48 42 36 30 24 20 18 16 14 36 30 24 20 18 16 14 48 42 36 33 30 27 24 21 18 15 12 10 8 6 4 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 (46 psi stiffness) ASTM D 3034 DR 35 (46 psi stiffness) ASTM F 794 Series 46 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 48 45 42 39 36 33 30 27 24 21 18 15 12 10 8 6 4 41 41 41 41 41 41 41 41 41 (57 psi stiffness) AWWA C905 DR 32.5 46 46 46 46 46 46 46 (115 psi stiffness) AWWA C905 DR 26 (129 psi stiffness) AWWA C905 DR 25 48 48 48 48 48 48 48 48 48 (224 psi stiffness) AWWA C905 DR 21 61 61 61 61 61 61 61 (129 psi stiffness) AWWA C900 DR 25 48 48 48 48 48 (364 psi stiffness) AWWA C900 DR 18 69 69 69 69 69 (814 psi stiffness) AWWA C900 DR 14 109 109 109 109 109 See special details or Standard Drawings as called for on plans. culvert embankment protection, paved end slopes, safety end sections, or other measures). 5. Open ends of pipes normally require a site specific design, and may require special treatment (Sloped ends, 4. For multiple pipe installations, see Std. Dwg. RD300. the Senior Standards Engineer. 3. For ODOT, pipes with maximum cover greater than those shown in the Tables shall be approved by 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: SOLID WALL PVCPIPESOLID WALL PVCPIPESOLID WALL PVCPIPE PROFILE WALL PVCPIPE SOLID WALL PVCPIPE SOLID WALL PVCPIPE SOLID WALL PVCPIPE PIPE SOLID WALL PVC SOLID WALL PVCPIPE REMARKS (Feet) COVER MAXIMUM (Feet) COVER MINIMUM (Inches) DIAMETER (Inches) DIAMETER (Feet) COVER MINIMUM (Feet) COVER MAXIMUM REMARKS (Inches) DIAMETER (Feet) COVER MINIMUM (Feet) COVER MAXIMUM REMARKS REMARKS (Feet) COVER MAXIMUM (Feet) COVER MINIMUM (Inches) DIAMETER (Inches) DIAMETER (Feet) COVER MINIMUM (Inches) DIAMETER (Feet) COVER MINIMUM (Inches) DIAMETER (Feet) COVER MINIMUM REMARKS REMARKS (Inches) DIAMETER (Feet) COVER MINIMUM (Feet) COVER MAXIMUM (Feet) COVER MAXIMUM (Feet) COVER MINIMUM (Inches) DIAMETER (Feet) COVER MAXIMUM REMARKS (Feet) COVER MAXIMUM REMARKS REMARKS (Feet) COVER MAXIMUM 01-2026 UPDATED ASTM REFERENCE 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, 2026 - November 30, 2026 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-JAN-2025N/A 1 0 - J A N - 2 0 2 5 (length as required by support) " ø mounting hole16 7or Type 316, inside " ø stainless steel bolt Type 3048 3 stainless steel flat washer * " O.D. min. Type 3168 7 Square Tube (Wood Post Shown) Wood Post, C channel, orsign face Reflective sheeting 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 Type 316 flat washers* " O.D. min. double stainless steel8 7 SIGN ATTACHMENT DETAIL TRI-LOC® substitue with neoprene layer is an acceptable * Stainless steel bonded sealing washer sign face Reflective sheeting Type 316 flat washers* " O.D. min. double stainless steel8 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 through bolt. Type 316 lag screws can be used instead of " x 3" stainless steel Type 304 or8 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. overtighten and damage sign. all plies are in firm contact. Do not " dia. x 3" lag screw. Tighten until8 3 Stainless steel Type 304 or Type 316 01-2025 ADDED STAINLESS STEEL TO ALL HARDWARE AND REMOVED ANCO PIN- LOC Stainless steel w/ nylon locking feature ** Stainless steel nut Type 304 or Type 316 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, 2026 - November 30, 2026 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, 2026 - November 30, 2026 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 12-JUL-2024N/A 1 2 - J U L - 2 0 2 4 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. ChannelizingSign 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 1mi.4 1mi.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=WidthS45: 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. divided highways or freeways when positive protection is not available, or as directed. Provide a truck mounted attentuator (TMA) to protect the active work area on high speed 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 07-2024 Added a note for TMAs 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, 2026 - November 30, 2026 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, 2026 - November 30, 2026 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" lag8 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. bolt8 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 RetroreflectiveSheeting 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 length4 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. PSST4 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, 2026 - November 30, 2026 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 REVISIONMM-YYYY 11-JUL-2025N/A 1 1 - J U L - 2 0 2 5 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 CG20-2ACW23-2W20-1W3-4TO 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' TaperABCABC 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 Station. 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 07-2025 Clarified location of "WAIT FOR FLAGGER" sign. 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, 2026 - November 30, 2026 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 4. NOTES: 1. WASHOUT FACILITIES SHALL BE EXISTING GRADE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 3' BY 3' MIN AT FREEBOARD OF 12 INCHES. BOTTOM OF 2. WASHOUT FACILITIES MUST BE WASHOUT TO CONTAIN CLEANED, OR NEW FACILITIES MUST CONCRETE BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% A A FULL. 3. IF THE WASHOUT IS NEARING C o CAPACITY, VACUUM AND DISPOSE OF THE WASTE MATERIAL IN AN APPROVED MANNER. 4. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FT FROM SENSITIVE AREAS INCLUDING OPEN DRAINAGEA-U,o FACILITIES AND WATER SOURSES. 5. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN 9' BY 9' MIN TO ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS = 25' MIN. OPERATIONS. 6. INSTALL CONCRETE WASHOUT SIGN PLAN WITHIN 30 FEET OF TEMPORARY CONCRETE WASHOUT FACILITY. 7. TEMPORARY CONCRETE WASHOUTS MAY BE A PREFABRICATED CONTAINER THAT IS PORTABLE AND REUSABLE. EXCAVATED MATERIAL 3"-6" ROCK WITH A MAY BE USED FOR MINIMUM 8" DEPTH 1' MIN PERIMETER BERM �2% SLOPE 1' MIN — — — 1I IIIIIIIIIIIIIIIIIIII�-1=1 2' MIN -I I1= I- Irr=11- I- I-III-I 1=1 I1=f1T=-f1T 11=1 I I-III-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i- III-1 1_I 11 11III1 11 -1 1i 1T1III-1 -1 -1 -1 11TI "'-- —�i� i i ii i i—i —1TI 1111 11i�'— EXISTING GRADE 3' BY 3' MIN TO CONTAIN CONCRETE SECTION A— A CONCRETE WASHOUT CleanWater� Services DRAWING NO. 900 REVISED 10-31-19