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Home My WebLink AboutSRTS Locust Street Improvementsâž¤âž¤âž¤âž¤âž¤âž¤ âž¤ âž¤âž¤âž¤ âž¤ OHP OH P OH P OH P OHP âž¤ âž¤ âž¤ âž¤ OH P OH P BEGINNING OF PROJECT STA. 1+22 END OF PROJECT STA. 18+10 METZGER ELEMENTARY SCHOOL SW L I N C O L N S T SW 9 2 N D A V E SW 9 0 T H A V E SW LOCUST ST SW L O C U S T S T SW 9 0 T H A V E SW J E F F E R S O N S T SW 8 7 T H A V E SW H A L L B L V D 99W 217 217 10 5 Scale 1" = 0 60 120 60' 30 PB S J O B # SHEET ID SHEET OF Know what's below. before you dig.Call R F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 0 0 1 . d w g L a y o u t T a b : C- 0 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 1 : 5 8 : 4 7 P M Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. PLANS FOR THE CONSTRUCTION OF 95 0 7 3 ( C O T ) FEBRUARY 2024 811 C-001 CITY OF TIGARD METZGER ELEMENTARY SCHOOL - SW 92ND AVENUE TO SW HALL BOULEVARD SIDEWALKS, PAVING, STORM DRAINAGE, SIGNING AND STRIPING SRTS LOCUST ST. SIDEWALKS CITY OF TIGARD 4412 S Corbett Avenue Portland, OR 97239 503.248.1939 PBS Engineering and Environmental Inc. pbsusa.com VICINITY MAP NOT TO SCALE Rebecca Wahlstrom, PLA Landscape Architect/Land Use Planner PBS Engineering & Environmental 1325 SE Tech Center Dr., Suite 140, Vancouver, WA 98683 (360) 695-3488 (360) 567-2116, direct rebecca.wahlstrom@pbsusa.com PROJECT LOCATION SW LOCUST ST Sheet Index Sheet ID Sheet Title C-001 COVER SHEET C-002 LEGEND & STANDARD DRAWINGS LIST C-101 TYPICAL SECTIONS C-201 - C-205 TRAFFIC CONTROL & STAGING PLANS C-301 - C-306 ROADWAY PLANS & PROFILES C-401 - C-404 RAMP & INTERSECTION DETAILS C-501 - C-507 DRIVEWAY DETAILS C-601 - C-603 DETAILS C-701 - C-705 SIGNING AND STRIPING PLANS L-101 - L-105 LANDSCAPE PLANS EC-001 - EC-012 EROSION & SEDIMENT CONTROL PLANS (1200C) C-801 - C-804 CITY OF TIGARD STANDARD DETAILS C-805 - C-808 CLEAN WATER SERVICES STANDARD DETAILS C-809 - C-830 ODOT STANDARD DETAILS C-831 TUALATIN VALLEY WATER DISTRICT DETAILS PROJECT CONTACTS Jeff Peck Project Manager City of Tigard, Oregon Public Works (503) 718-2466 jeffp@tigard-or.gov Rob Block Stormwater Supervisor City of Tigard, Oregon Public Works (503) 718-2607 rob@tigard-or.gov Adam Jensen Street Supervisor City of Tigard, Oregon Public Works (503) 718-2606 adamj@tigard-or.gov Ken Rehms, PE Civil Engineer PBS Engineering & Environmental 4412 S Corbett Avenue Portland OR, 97239 (503) 417-7720 (503) 729-8880, mobile ken.rehms@pbsusa.com Terry Goodman, PLS Land Surveyor PBS Engineering & Environmental 4412 S Corbett Avenue Portland OR, 97239 (503) 417-7596 (503) 928-9281, mobile terry.goodman@pbsusa.com RECORD DRAWING 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 812 C-002 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 0 0 2 . d w g L a y o u t T a b : C- 0 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 1 : 5 9 : 1 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D LE G E N D & S T A N D A R D D R A W I N G S L I S T 95073 (COT) FEBRUARY 2024 KSR PPG E E East EG Extg Ground EL Elevation ELEC Electric EOP End Of Project EP Edge Of Pavement ER End Curb Return ESMT Easement EVC End Vertical Curve EXTG Existing F F/C Face of Curb FF Finished Floor Elevation FG Finish Grade FH Fire Hydrant FL Flow Line FLG Flange FM Force Main FPT Female pipe tapered FT Foot/Feet G G Natural Gas GA Guage GND Ground GRD Grade GV Gate Valve H HDPE High Density Polyethylene HMA Hot Mix Asphalt HORIZ Horizontal HW High Water Elevation HWY Highway HYD Hydrant I ID Inside Diameter IE Invert Elevation IN/HR Inches per Hour INTX Intersection INV Invert IPS Iron Pipe Size IRR Irrigation Water L L Length LAT Lateral LBS Pounds LF Linear Feet LT Left LUM Luminaire M MAX Maximum MB Mail Box MFR Manufacturer MH Manhole MIL Millimeter MIN Minimum MISC Miscellaneous MJ Mechanical Joint PROPOSED LINETYPE LEGEND Proposed Storm Pipe Proposed Storm Rain Drain Pipe Proposed Water Lateral Proposed Water Line Proposed Centerline Proposed Contour Proposed Curb & Gutter Proposed Easement Proposed Erosion Control Filter Fabric Fence Proposed Flow Line Proposed Lot Line Proposed Pavement Marking Proposed Right-Of-Way Proposed Sawcut Line Proposed Sidewalk EXISTING LINETYPE LEGEND Existing Irrigation Pipe Existing Sanitary Force Main Existing Sanitary Sewer Pipe Existing Storm Sewer Pipe âž¤âž¤âž¤âž¤âž¤ PROPOSED SYMBOL LEGEND Proposed Catch Basin Proposed Area Drain Proposed Stormfilter Catch Basin Proposed Storm Cleanout Proposed Storm Manhole Proposed Sedimentation Manhole Proposed Bollard Proposed Road Sign Proposed Flow Arrow Proposed Inlet Protection EXISTING SYMBOL LEGEND Existing Area Drain Existing Catch Basin Existing Cleanout Existing Coniferous Tree Existing Deciduous Tree Existing Ditch Inlet Existing Electrical Pedestal Existing Fire Hydrant Existing Flow Arrow Existing Gas Valve Existing Guy Anchor Existing Iron Rod Existing Power Meter Existing Power Pole Existing Power Riser Existing Project Bench Mark Existing Roof Drain Existing Sanitary Cleanout Existing Sanitary Manhole Existing Sanitary Sewer Data Existing Shrub Existing Sign Existing Storm Drainage Data Existing Storm Manhole Existing Telephone Riser Existing Water Manhole Existing Water Meter Existing Water Valve HATCH LEGEND Proposed ACP Widening (Full Depth) Proposed ACP Grind/Inlay/Overlay Proposed Portland Cement Concrete Proposed Truncated Domes A Ac Acres AC Asphalt Concrete AD Area Drain ADS Advanced Drainage Systems APPD Approved ASSY Assembly ASTM American Society for Testing & Materials AVE Avenue B BC Back Of Curb BF Butterfly BLVD Boulevard BM Benchmark BO Blowoff BOP Beginning Of Project BOT Bottom BR Begin Curb Return BVC Begin Vertical Curve BW Bottom Of Wall C C&G Curb And Gutter CAT Category CB Catch Basin CCI Combination Curb Inlet CEM Cement CF Cubic Feet CHK Check CI Curb Inlet CIP Cast In Place CIR Circle CL Centerline CL Class CM/SEC Centimeters per Second CMP Corrugated Metal Pipe CO Cleanout COMB Combination COMP Compaction CONC Concrete CONST Construction CPE Corrugated Polyethylene CT Court CY Cubic Yard D Î” Delta D Depth DB Drain Basin DBL Double DCVA Double Check Valve Assembly DEMO Demolition DET Detail Ã˜ or DIA Diameter DI or DIP Ductile Iron Pipe DR Drive DS Downspout DW Drywell DWY Driveway N N North NA Not Applicable No or #Number NE Northeast NIC Not In Contract NOM Nominal NTS Not to Scale NW Northwest O OC On Center OD Outside Diameter OHP Overhead Power OZ Ounce P PAVT Pavement PC Point Of Curvature PCC Point Of Compound Curvature PCC Portland Cement Concrete PE Plain End PERC Percolation PERF Perforated PH Phase PI Point Of Intersection PKWY Parkway PL Place PL Property Line POC Point Of Connection PP Power Pole PRC Point Of Reverse Curve PRELIM Preliminary PRVC Point Of Reverse Vert Curve PSI Pound per Square Inch PT Point PT Point Of Tangency PVC Polyvinylchloride PVI Point Of Vertical Intx R R Radius RAD Radius RD Road REINF Reinforced REQD Required REV Revision ROW Right Of Way RR Railroad RT Right S S South S=Slope Equals SCHED Schedule SD Storm Drain SDMH Storm Drain Manhole SE Southeast SECT Section S SF Square Feet SHLDR Shoulder SHT Sheet SLV Sleeve SPEC Specification SQ Square SS Sanitary Sewer S/S Stainless Steel SSMH Sanitary Sewer Manhole ST Steel ST Street ST W Storm Water STA Station STD Standard SVC Service SW or S/W Sidewalk SW Southwest SYM Symbol T T Tangent T&G Tongue and groove TA Top of Asphalt TB Thrust Block TBC Top Back of Curb TBM Temp Benchmark TC Top Of Curb TEL Telephone TEMP Temporary TFC Top Face of Curb TOP Top Of Manhole Rim Elevation TOPO Topography TP Test Pit TSW Top of Sidewalk TV Cable Television TW Top Of Wall TYP Typical U UGP Underground Power UTIL Utility V VC Vertical Curve VERT Vertical W W West W/With W/O Without WL Water Line WM Water Meter Y YD Yard STANDARD ENGINEERING ABBREVIATIONS Existing Water Pipe Existing Water Lateral Existing Building Existing Cable Tv Line Existing Centerline Existing Contour Existing Curb Existing Curb & Gutter Existing Fence Existing Fiber Optic Line Existing Flow Line Existing Gas Line Existing Gravel Edge Existing Lot Line Existing Over Head Power Line Existing Paint Stripe Existing Property Line Existing Quarter Section Line Existing Railroad Existing Right-Of-Way Existing Telephone Line Existing Underground Utility Line Existing Utility Easement Existing Wall Existing Wetland Buffer Existing Wetland Boundary FO FO FO âž¤âž¤âž¤ OHP OHP T T T UGP UGP WET BUFF WET BUFF WET WET WET STANDARD DRAWINGS (END OF PLAN SET) CITY OF TIGARD (COT) 180 PIPE TRENCH BACKFILL 205 STANDARD MONOLITHIC CURB AND GUTTER 208 TYPE "A" CURB 210 STANDARD COMMERCIAL DRIVEWAY 211 STANDARD RESIDENTIAL DRIVEWAY 215 STANDARD SIDEWALK CLEAN WATER SERVICES (CWS) 300 GUTTER & CURB INLET CATCH BASIN (CG-2) 330 INLET CATCH BASIN (CG-30) 380 AREA DRAIN TYPE II 390 DITCH INLET 500 STANDARD CLEANOUT 510 CLEANOUT FRAME AND COVER 752 CURB CUT OUT 800 MATTING CHANNEL INSTALLATION 805 MATTING SLOPE INSTALLATION 845 CHECK DAM BIO-FILTER BAG 880 WATTLES 885 WATTLES SINGLE FAMILY APPLICATION 915 INLET PROTECTION TYPE 4 920 INLET PROTECTION TYPE 5 940 SPACING TABLES OREGON DEPARTMENT OF TRANSPORTATION (ODOT) RD701 DRAINAGE CURBS RD715 APPROACHES AND NON-SIDEWALK DRIVEWAYS RD722 SIDEWALK JOINTS AND TRANSITION PANELS RD770 METAL HANDRAIL RD771 METAL HANDRAIL DETAILS RD902 DETECTABLE WARNING SURFACE DETAILS RD904 DETECTABLE WARNING SURFACE PLACEMENT FOR CURB RAMPS RD920 PARALLEL CURB RAMP RD950 END OF WALK CURB RAMP RD960 UNIQUE CURB RAMP TM200 SIGN INSTALLATION DETAILS TM240 CROSSWALK CLOSURE DETAIL TM457 PEDESTAL FOUNDATION AND TRAFFIC SIGNAL ASSEMBLY TM467 PEDESTRIAN SIGNAL MOUNT AND PEDESTRIAN PUSHBUTTON DETAILS TM493 RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLIES TM500 PAVEMENT MARKING STANDARD DETAIL BLOCKS TM503 PAVEMENT MARKING STANDARD DETAIL BLOCKS TM677 SIGN MOUNTS TM681 PERFORATED STEEL SQUARE TUBE (PSST) SIGN SUPPORT INSTALLATION TM687 PERFORATED STEEL SQUARE TUBE (PSST) ANCHOR FOUNDATION TM800 TABLES, ABRUPT EDGE, AND PCMS DETAILS TM845 TEMPORARY SIDEWALK RAMPS TUALATIN VALLEY WATER DISTRICT (TVWD) 402 TYPICAL VALVE SETTING 601 SINGLE WATER SERVICE TYPICAL INSTALLATION WITH CURBTIGHT SIDEWALK Proposed Edge Of Pavement Proposed Fill Limit Proposed Cut Limit F F F F F F F C C C C C C C Proposed Curb Inlet RECORD DRAWING 2.5% - 3.5% 11' TRAVEL LANE 3:1 MA X LOCUST ST TYPICAL SECTION NTS 3:1 M A X 1.5% 35' RIGHT OF WAY ROW CROWN 11' TRAVEL LANE 25' RIGHT OF WAY ROW 5' PLANTER 0.5' ROADWAY CL ROW 5' BIKE LANE 6' SIDEWALK 6' BIKE LANE VARIES P.C. CONC. SIDEWALK 2" COMP. AGGREGATE BASE 2" - ACP WEARING COURSE 8" - ACP BASE COURSE (3 LIFTS) LEVEL 3, 1/2" DENSE ACP (PG 64-22) 18" - AGGREGATE BASE COURSE STANDARD CURB & GUTTER (STA. 1+21 - 8+73) SAWCUT VARIES SAWCUT 3' MIN. 1' TYP. CROWN ROADWAY STA. 11+00 - 15+62 3:1 MAX 3:1 MA X 7.5' PARKING 2.5% - 3.5% 6' SIDEWALK 0.5' 0' - 10'6' SIDEWALK 0.5' F/C ALIGNMENT CONTROL 0.5% - 3.5% STA. 1+21.6 - 2+15.7 STA. 16+53.3 - 18+10.4 1.5% 1.5% F/C ALIGNMENT CONTROL F/C ALIGNMENT CONTROL SEE SECTION DETAILS BELOW SEE SECTION DETAILS BELOW EXISTING ROADWAY (MATERIAL/DEPTH UNKNOWN) SAWCUT 50' *61' STA. 8+74.8 - 8+95.2 (SW 90TH INTERSECTION) *STA. 2+51.2 - 2+64.4 (SW 92ND INTERSECTION)2" COLD PLANE PAVEMENT REMOVAL 2" - ACP INLAY LEVEL 3, 1/2" DENSE ACP (PG 64-22) 2" COLD PLANE PAVEMENT REMOVAL 2" - ACP INLAY LEVEL 3, 1/2" DENSE ACP (PG 64-22) STA. 7+47.3 - 8+61.0 VARIES 25.4' - 3.6' *VARIES 3.8' - 14.9'24.9' STA. 8+09.1 - 8+61.0 *STA. 7+47.3 - 8+09.1(SW 90TH INTERSECTION) STA. 7+84.8 - 8+09.1 2" - ACP WEARING COURSE 8" - ACP BASE COURSE (3 LIFTS) LEVEL 3, 1/2" DENSE ACP (PG 64-22) 18" - AGGREGATE BASE COURSE 2" - ACP INLAY LEVEL 3, 1/2" DENSE ACP (PG 64-22) 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 813 C-101 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 1 0 1 . d w g L a y o u t T a b : C- 1 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 1 : 5 9 : 3 8 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D TY P I C A L S E C T I O N S 95073 (COT) FEBRUARY 2024 KSR PPG RECORD DRAWING SW LOCUST ST 0+00 - 4+00 195 200 205 210 215 220 225 230 195 200 205 210 215 220 225 230 PV I 1 + 2 1 . 5 8 E L 2 0 9 . 4 0 PV I 1 + 9 2 . 3 4 E L 2 0 9 . 7 6 PV I 2 + 1 5 . 6 6 E L 2 0 9 . 9 7 PV I 2 + 9 3 . 6 6 E L 2 1 0 . 4 5 +0.51%+0.94%+0.61%+0.50% 0+00 1+00 20 9 . 4 9 20 9 . 5 9 20 9 . 6 9 20 9 . 8 3 2+00 20 9 . 6 4 21 0 . 0 0 20 9 . 8 8 21 0 . 1 2 21 0 . 1 7 21 0 . 2 5 21 0 . 0 8 21 0 . 3 7 21 0 . 4 2 21 0 . 4 8 3+00 21 0 . 5 8 21 0 . 5 8 21 0 . 3 6 21 0 . 6 8 21 0 . 2 9 21 0 . 7 8 21 0 . 4 8 21 0 . 8 8 21 0 . 6 1 21 0 . 9 8 4+00 EXISTING GROUND AT CURB LINE FINISH GRADE AT CURB FLOW LINE 3+ 1 1 . 0 0 ( 2 0 . 6 9 ' L T ) M H - 3 0 1 - 2 RI M 2 1 0 . 7 2 12" IE 204.83 IN (W) 12" IE 205.52 IN (E) 18" IE 203.05 OUT (S) 12" IE 205.20 IN (N) 12" IE 205.20 IN (S) 12" IE 205.00 OUT (E) 12" IE 206.24 IN (NW) 12" IE 206.14 OUT (S) 12" IE 206.51 OUT (SE) 2+ 7 8 . 3 8 ( 2 6 . 7 2 ' L T ) M H - 3 0 1 - 1 RI M 2 0 9 . 9 4 2+ 7 2 . 7 4 ( 4 8 . 5 3 ' L T ) D I - 3 0 1 - 2 RI M 2 0 8 . 0 7 2+ 4 2 . 8 4 ( 6 7 . 5 9 ' L T ) D I - 3 0 1 - 1 RI M 2 0 7 . 8 1 2+ 8 1 . 2 1 ( 1 5 . 7 6 ' L T ) C B - 3 0 1 - 2 RI M 2 1 0 . 3 5 12" IE 205.75 OUT (N) 21 LF 12" SD @ S=0.0050 10" IE 205.78 OUT (S) 3+ 3 1 . 9 5 ( 2 8 . 1 6 ' L T ) A D - 3 0 1 - 1 RI M 2 1 0 . 3 8 143 LF 12" SD @ S=0.0050 @ S=0.0050 33 LF 12" SD 23 LF 12" SD @ S=0.0410 PO I N T O F C U R V A T U R E PO I N T O N C U R V E 0+00 20 9 . 0 6 20 9 . 1 5 20 9 . 2 3 1+00 20 9 . 3 6 20 9 . 6 0 20 9 . 4 9 20 9 . 6 2 20 9 . 5 9 20 8 . 1 9 20 9 . 6 9 20 9 . 8 3 2+00 21 0 . 0 0 21 0 . 1 2 21 0 . 2 5 21 0 . 3 7 21 0 . 4 8 3+00 21 0 . 5 8 21 0 . 6 8 21 0 . 7 8 21 0 . 8 8 21 0 . 9 8 4+00 20 7 . 6 1 12" IE 207.19 OUT (W) 1+ 7 2 . 8 1 ( 2 0 . 0 0 ' L T ) C B - 3 0 1 - 1 RI M 2 0 9 . 6 6 SLOPE UNKNOWN PROP. ELEV. AT FLOW LINE (TYP.) EXIST. ELEV. AT FLOW LINE (TYP.) EXTG 6" WATER TOP 205.80 EXTG 2" COMM. LINE TOP 206.13 EXTG 2" COMM. LINE TOP 206.13 âž¤âž¤âž¤âž¤ OHP OHP OHP OHP O H P OHP OHP âž¤ âž¤ âž¤ âž¤ âž¤ âž¤ OH P OH P F F F F F F F F FFF S 88Â° 56' 09" E âž¤âž¤âž¤ âž¤ âž¤ SW L I N C O L N S T SW 9 2 N D A V E SW LOCUST ST 16' 20'14'14' 11 1+72.81 (20.00' LT) CB-301-1 10 2+42.84 (67.59' LT) DI-301-1 2+72.74 (48.53' LT) DI-301-2 10 3+11.00 (20.69' LT) MH-301-2 9 3+31.95 (28.16' LT) AD-301-1 15 12 2+81.21 (15.76' LT) CB-301-2 33 LF 12" SD8 12 LF 18" SD14 3 4 23 LF 12" SD8 33 LF 12" SD8 11 LF 12" SD8 21 LF 12" SD892+78.38 (26.72' LT) MH-301-1 9245 SW LOCUST ST 9175 SW LOCUST ST 9275 SW LOCUST ST 7 4 3 GRADING LIMITS (TYP.) 1 1 2 2 5 5 6 23 24 2526 26 17 17 2016 21 1918 RIGHT OF WAY 24PAVING LIMIT PAVING LIMIT 22 22 133 LF 3" PVC 27 1 2 PAVING LIMIT 29 28 0+00 1+00 2+00 3+00 4+00 26 13 30 2+08.04 (28.62' LT) CO-301-1 37 LF 4" PVC 13 7 LF 4" PVC 143 LF 12" SD8 4 31 6 LF 10" SD8 CURB RETURN DATA # 1 2 3 4 R 20.00 20.00 25.00 25.00 L 12.45 12.45 39.25 39.29 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 819 C-301 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 0 : 1 1 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG MA T C H L I N E S T A . 4 + 0 0 - S E E S H E E T C- 3 0 2 HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 CONSTRUCTION NOTES: CONSTRUCT STANDARD SIDEWALK (SEE COT STD. DWG. 215) CONSTRUCT STANDARD MONOLITHIC CURB & GUTTER (SEE COT STD. DWG. 205) CONSTRUCT MONOLITHIC SIDEWALK WITH WALL (SEE SHEET C-603 FOR DETAILS) CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY (SEE COT STD. DWG. 211) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) - 2 CONSTRUCT DIRECTIONAL CURB RAMP - 2 (SEE SHEET C-401 FOR RAMP DETAILS) CONSTRUCT PERPENDICULAR CURB RAMP (SEE SHEET C-402 FOR RAMP DETAILS) TRANSITION AND MATCH EXISTING SIDEWALK (SEE ODOT STD. DWG. RD722) INSTALL STORM PIPE (LENGTH AS NOTED) CONNECT WITH PREFABRICATED TEES AND FLEXIBLE COUPLERS (SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS) CONSTRUCT STANDARD 48" MANHOLE WITH CONCENTRIC CONE - 2 (SEE SHEET C-602 FOR DETAILS) CONSTRUCT DITCH INLET - 2 (SEE CWS STD. DWG. 390) CONSTRUCT CG-2 CATCH BASIN (SEE CWS STD. DWG. 300) CONSTRUCT SINGLE UNIT CONCRETE CATCHBASIN STORMFILTER (SEE SHEET C-601 FOR DETAILS) EXTEND AND CONNECT ROOF DRAIN INTO STORM STRUCTURE - 3 (SIZE AND LENGTH AS NOTED) EXTEND PIPE AND CONNECT TO NEW MANHOLE (SIZE AND LENGTH AS NOTED) SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS CONSTRUCT TYPE II AREA DRAIN (SEE CWS STD. DWG. 380) COMCAST TO RELOCATE COMMUNICATION RISERS BEHIND WALK AND ADJUST LINES OUT OF STORM MAIN TVWD TO RELOCATE WATER METER BEHIND SIDEWALK - 2 (SEE TVWD DETAIL 601) TVWD TO ADJUST WATER VALVE BOX TO FINISH GRADE (SEE TVWD DETAIL 402) ADJUST GAS VALVE BOX TO FINISH GRADE. CONTRACTOR TO COORDINATE WORK WITH NW GAS PROTECT UTILITY POLE UTILITY PROVIDERS TO RELOCATE 3 GUY ANCHORS. CONTRACTOR TO COORDINATE WORK WITH PGE, LUMEN, AND COMCAST. REGRADE DITCH TO DRAIN TO DITCH INLET (SEE SHEET C-401 FOR DETAILS) REMOVE BOLLARDS - 2 REMOVE INLET - 2 REMOVE MANHOLE REMOVE STORM PIPE AND BACKFILL TRENCH PER COT STD. DWG. 180 REMOVE AND RECONSTRUCT SPEED CUSHION PER DETAIL ON SHEET C-603 PROTECT SURVEY MONUMENT IN ACCORDANCE WITH OREGON REVISED STATUES 209.150 AND 209.155 PRESERVE AND PROTECT TREE (COORDINATE WITH CITY BEFORE EXCAVATION) INSTALL CLEANOUT (SEE CWS STD. DWG. 500) AND CONNECT ROOF DRAIN TO INLET INSTALL RRFB - 2 (SEE SHEET C-701 FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 AS-BUILT SW LOCUST ST 4+00 - 7+40 200 205 210 215 220 225 230 235 200 205 210 215 220 225 230 235 66.30' VC K =39.11 PVI 5+59.76 EL 212.40 BV C 5 + 2 6 . 6 1 EL 2 1 2 . 0 7 EV C 5 + 9 2 . 9 1 EL 2 1 2 . 1 7 HI PT 5+65.72 EL 212.26 70.00' VC K =31.11 PVI 7+20.00 EL 210.78 BV C 6 + 8 5 . 0 0 EL 2 1 1 . 2 5 PV I 6 + 4 0 . 0 0 E L 2 1 1 . 8 6 PV I 4 + 3 6 . 5 8 E L 2 1 1 . 1 7 +1.00%-0.70%-0.66% +0.50%-1.35% 21 0 . 6 1 21 0 . 9 8 4+00 21 0 . 7 8 21 1 . 0 8 21 0 . 9 6 21 1 . 2 0 21 1 . 0 2 21 1 . 4 0 21 1 . 1 7 21 1 . 6 0 21 1 . 4 2 21 1 . 8 0 5+00 21 1 . 7 4 21 2 . 0 0 21 1 . 9 2 21 2 . 1 8 21 2 . 0 4 21 2 . 2 6 21 2 . 0 0 21 2 . 2 4 21 1 . 9 5 21 2 . 1 2 6+00 21 1 . 7 9 21 1 . 9 9 21 1 . 6 4 21 1 . 8 6 21 1 . 4 5 21 1 . 5 9 21 1 . 1 4 21 1 . 3 2 21 0 . 7 6 21 1 . 0 1 7+00 21 0 . 4 0 21 0 . 5 8 20 9 . 8 6 21 0 . 0 2 7+40 EXISTING GROUND AT CURB LINE FINISH GRADE AT CURB FLOW LINE 10" IE 206.49 OUT (S)10" IE 207.00 OUT (S) @ S=0.0050 143 LF 12" SD @ S=0.0050 97 LF 12" SD 25 LF 12" SD @ S=0.0050 5+ 7 2 . 1 3 ( 2 9 . 5 0 ' L T ) D I - 3 0 2 - 2 RI M 2 1 0 . 7 3 4+ 7 4 . 8 7 ( 2 8 . 0 3 ' L T ) D I - 3 0 2 - 1 RI M 2 1 0 . 5 4 10" IE 207.58 IN (E) 12" IE 206.96 OUT (W) 10" IE 209.07 OUT (W) 6+ 1 2 . 4 6 ( 2 8 . 3 6 ' L T ) D I - 3 0 2 - 3 RI M 2 1 1 . 3 3 5+ 9 7 . 3 8 ( 2 0 . 9 5 ' L T ) M H - 3 0 2 - 1 RI M 2 1 2 . 3 3 PROP. ELEV. AT FLOW LINE (TYP.) EXIST. ELEV. AT FLOW LINE (TYP.) 1/2" POLY. GAS LINE TOP 208.04 1/2" POLY. IN CASE GAS LINE TOP 209.06 âž¤âž¤âž¤âž¤ âž¤ âž¤âž¤âž¤âž¤ OHP F F F F F F F F F F F F F F F F F F F F S 88Â° 56' 09" E âž¤ SW LOCUST ST 12 112X 6 LF 4" PVC 19' 13.5' 48' 22' 4+74.87 (28.03' LT) DI-302-1 8 5+72.13 (29.50' LT) DI-302-2 8 97 LF 12" SD6 7 LF 10" SD6 25 LF 12" SD6 9145 SW LOCUST ST 9125 SW LOCUST ST 90 9 9 S W LO C U S T S T 9015, 9055, 10015 SW LOCUST ST 16 LF 10" SD6 6+12.46 (28.36' LT) DI-302-3 8 PROPOSED GRADING LIMITSEXISTING RIGHT OF WAY 2 4 3 5 10 3 10 17 13 5 14 331 PAVING LIMIT 13 17 1516 171118 LF 4" PVC 118 LF 6" 4+00 5+00 6+00 7+00 4 18 189 9 5+97.38 (20.95' LT) MH-302-1 7 19 6 LF 10" SD6 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what's below. before you dig.Call R REGIS T E R E D PROFES S I O N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8110 C-302 F i l e n a m e : L: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 7 : 4 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG MA T C H L I N E S T A . 7 + 4 0 - S E E S H E E T C- 3 0 3 HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 MA T C H L I N E S T A . 4 + 0 0 - S E E S H E E T C- 3 0 1 CONSTRUCTION NOTES: CONSTRUCT STANDARD SIDEWALK (SEE COT STD. DWG. 215) CONSTRUCT STANDARD MONOLITHIC CURB & GUTTER (SEE COT STD. DWG. 205) CONSTRUCT TYPE "A" CURB (SEE COT STD. DWG. 208) CONSTRUCT MONOLITHIC SIDEWALK WITH WALL BETWEEN DRIVEWAYS - 2 (SEE DETAIL ON SHEET C-603) CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY (SEE COT STD. DWG. 211) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) - 2 INSTALL STORM PIPE (SIZE AND LENGTH AS NOTED) CONNECT WITH PREFABRICATED TEES AND FLEXIBLE COUPLERS (SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS) CONSTRUCT STANDARD 48" MANHOLE WITH CONCENTRIC CONE (SEE SHEET C-602 FOR DETAILS) CONSTRUCT DITCH INLET - 3 (SEE CWS STD. DWG. 390) CONSTRUCT CURB CUT OUT WITHOUT GUTTER & TOP RAIL - 2 (SEE CWS STD. DWG. 752) CONSTRUCT STANDARD COMMERCIAL DRIVEWAY (SEE COT STD. DWG. 210) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) - 2 EXTEND AND CONNECT ROOF DRAIN INTO STORM STRUCTURE - 3 (SIZE AND LENGTH AS NOTED) REMOVE CHAINLINK FENCE, INSTALL NEW END POST AT RIGHT-OF-WAY, AND RECONNECT FENCE TVWD TO ADJUST WATER METER BOX TO FINISH GRADE - 3 (SEE TVWD DETAIL 402) ADJUST GAS VALVE BOX TO FINISH GRADE AND COORDINATE WORK WITH NW NATURAL GAS COMCAST TO ADJUST COMMUNICATION RISER TO FINISH GRADE AND VERIFY LINES ARE NOT IN CONFLICT WITH STORM MAIN PGE TO ADJUST OR RELOCATE POWER BOX TO FINISH GRADE. CONTRACTOR TO COORDINATE WORK WITH PGE. REMOVE STORM PIPE AND BACKFILL TRENCH PER COT STD. DWG. 180 GRADE SHALLOW DITCH TO DRAIN TO DITCH INLET PROTECT SURVEY MONUMENT IN ACCORDANCE WITH OREGON REVISED STATUES 209.150 AND 209.155 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 AS-BUILT SW LOCUST ST 7+40 - 11+40 185 190 195 200 205 210 215 220 185 190 195 200 205 210 215 220 70.00' VC K =31.11 PVI 7+20.00 EL 210.78 EV C 7 + 5 5 . 0 0 EL 2 0 9 . 5 2 PV I 8 + 2 0 . 0 0 E L 2 0 6 . 8 1 PV I 8 + 4 6 . 7 1 E L 2 0 5 . 7 3 PV I 9 + 2 4 . 7 1 E L 2 0 2 . 6 2 PV I 9 + 6 0 . 0 0 E L 2 0 1 . 3 2 PV I 1 0 + 4 0 . 0 0 E L 1 9 8 . 9 7 PV I 1 1 + 0 0 . 0 0 E L 1 9 7 . 5 7 PV I 7 + 8 9 . 3 9 E L 2 0 8 . 2 8 -4.79% -4.04% -4.00% -3.67% -2.94% -2.34%-1.36% -3.60%-3.60% 20 9 . 8 6 21 0 . 0 2 7+40 20 9 . 2 3 20 9 . 3 4 20 8 . 5 2 20 8 . 6 2 20 7 . 6 4 20 7 . 7 7 8+00 20 6 . 8 0 20 6 . 8 1 20 5 . 9 9 20 6 . 0 0 20 5 . 3 8 20 5 . 2 0 20 4 . 8 1 20 4 . 4 0 20 3 . 9 2 20 3 . 6 0 9+00 20 2 . 7 0 20 2 . 8 1 20 1 . 9 3 20 2 . 0 6 20 1 . 1 6 20 1 . 3 2 20 0 . 5 0 20 0 . 7 3 19 9 . 8 8 20 0 . 1 5 10+00 19 9 . 3 9 19 9 . 5 6 19 8 . 9 5 19 8 . 9 7 19 8 . 4 5 19 8 . 5 0 19 8 . 0 1 19 8 . 0 3 19 7 . 6 3 19 7 . 5 7 11+00 19 7 . 3 5 19 7 . 2 9 19 7 . 0 4 19 7 . 0 2 11+40 EXISTING GROUND AT CURB LINE FINISH GRADE AT CURB FLOW LINE 11 + 1 3 . 0 8 ( 2 6 . 9 9 ' L T ) A D - 3 0 3 - 2 RI M 1 9 7 . 5 6 10 + 2 3 . 0 6 ( 2 7 . 7 6 ' L T ) A D - 3 0 3 - 1 RI M 1 9 9 . 6 9 9+ 0 4 . 9 6 ( 5 5 . 1 5 ' L T ) D I - 3 0 3 - 2 RI M 2 0 4 . 0 1 8+ 6 9 . 5 1 ( 4 7 . 5 6 ' L T ) E X T G - C B - 2 0 3 - 1 RI M 2 0 5 . 4 9 7+ 9 3 . 4 0 ( 5 3 . 1 7 ' R T ) C B - 3 0 3 - 1 RI M 2 0 7 . 1 0 7+ 8 8 . 0 4 ( 9 . 9 3 ' R T ) M H - 3 0 3 - 1 RI M 2 0 8 . 5 0 7+ 8 7 . 9 0 ( 1 6 . 2 6 ' L T ) E X T G - M H - 3 0 3 - 1 RI M 2 0 8 . 8 8 12" IE 204.30 IN (S) 12" IE 204.18 OUT (N) 10" IE 202.92 OUT (W) 10" IE 194.30 OUT (S) 10" IE 192.24 OUT (S) 12" IE 204.70 OUT (N) 18" IE 202.71 IN (N) 10" IE 202.74 IN (E) 18" IE 202.74 OUT (SE) 44 LF 12" SD @ S=0.0092 8+ 3 5 . 8 8 ( 1 2 . 5 0 ' L T ) C B - 3 0 3 - 2 RI M 2 0 6 . 1 7 12" IE 200.56 OUT (N) PROP. ELEV. AT FLOW LINE (TYP.) EXIST. ELEV. AT FLOW LINE (TYP.) EXTG 16" WATER TOP 201.20 1" STEEL GAS LINE TOP 203.30 S=0.0446 S=0.0229 S=0.0135 EXTG 6" WATER TOP UNK. âž¤ âž¤âž¤âž¤âž¤ O H P O H P OHP OHP OH P OHP F F F F F FFFFFCCFFFFFF S 88Â° 56' 09" E âž¤âž¤ SW 9 0 T H A V E SW LOCUST ST SW 9 0 T H A V E 16' 20' 20' 5 7 8 44 LF 12" SD8 10 7+93.40 (53.17' RT) CB-303-1 4 LF 12" SD8 35 LF 10" SD8 9+04.96 (55.15' LT) DI-303-2 19 12 LF 10" SD8 11 LF 10" SD8 10+23.06 (27.76' LT) AD-303-1 11 11 11+13.08 (26.99' LT) AD-303-2 8955 SW LOCUST ST 8875 SW LOCUST ST 9015, 9055, 10015 SW LOCUST ST 19 7+87.90 (26.00' LT) DI-303-1 10 LF 12" SD8 20 22 17 6 1 12 2 4 4 4 5 5 13 2015 15 21 1 5 20 PAVING LIMIT 16 3 PAVING LIMIT 14 17 6 6 18 2 PAVING LIMIT 13 8+35.88 (12.50' LT) CB-303-2 12 23 13 24 8+00 9+00 10+00 11+00 18 7+88.04 (9.93' RT) MH-303-1 9 23 23 23 7 5 18 1 6 6 CURB RETURN DATA # 5 6 7 8 R 35.00 30.00 25.00 25.00 L 54.94 47.20 39.25 39.29 195 200 205 210 215 220 195 200 205 210 215 220 20 8 . 8 1 20 8 . 2 5 20 8 . 4 1 20 8 . 4 6 20 7 . 3 5 20 7 . 3 0 7+ 8 7 . 9 0 ( 2 6 . 0 0 ' L T ) D I - 3 0 3 - 1 RI M 2 0 8 . 6 5 12" IE 205.00 OUT (S) 10 LF 12" SD @ S=0.2362 12" IE 202.82 IN (S) 12" IE 202.70 IN (N) 12" IE 202.60 OUT (E) @ S=0.052 0 26 LF 12" S D 12" IE 204.30 IN (S) 12" IE 204.18 OUT (N) @ S=0.0092 44 LF 12" SD 12" IE 204.70 OUT (N) 7+ 8 7 . 9 0 ( 1 6 . 2 6 ' L T ) EX T G - M H - 3 0 3 - 1 RI M 2 0 8 . 8 8 7+ 8 8 . 0 4 ( 9 . 9 3 ' R T ) M H - 3 0 3 - 1 RI M 2 0 8 . 5 0 7+ 9 3 . 4 0 ( 5 3 . 1 7 ' R T ) C B - 3 0 3 - 1 RI M 2 0 7 . 1 0 LO C U S T â„„ SW 90TH AVE 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8111 C-303 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 3 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 0 : 2 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG MA T C H L I N E S T A . 1 1 + 4 0 - S E E S H E E T C- 3 0 4 HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 MA T C H L I N E S T A . 7 + 4 0 - S E E S H E E T C- 3 0 2 CONSTRUCTION NOTES: CONSTRUCT STANDARD SIDEWALK (SEE COT STD. DWG. 215) CONSTRUCT STANDARD MONOLITHIC CURB & GUTTER (SEE COT STD. DWG. 205) CONSTRUCT TYPE "A" CURB (SEE COT STD. DWG. 208) CONSTRUCT STANDARD RESIDENTIAL DRIVEWAY (SEE COT STD. DWG. 211) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) - 3 CONSTRUCT CURB RAMP - 5 (SEE SHEET C-403 & C-404 FOR RAMP DETAILS) TRANSITION AND MATCH EXISTING SIDEWALK (SEE ODOT STD. DWG. RD722) TRANSITION AND TAPER SHOULDER (SEE ODOT STD. DWG. RD950) INSTALL STORM PIPE (SIZE AND LENGTH AS NOTED) CONNECT WITH PREFABRICATED TEES AND FLEXIBLE COUPLERS (SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS) CONSTRUCT STANDARD 48" MANHOLE WITH CONCENTRIC CONE (SEE SHEET C-602 FOR DETAILS) CONSTRUCT CG-2 CATCH BASIN (SEE CWS STD. DWG. 300) CONSTRUCT TYPE II AREA DRAIN - 2 (SEE CWS STD. DWG. 380) CONSTRUCT SINGLE UNIT CONCRETE CATCHBASIN STORMFILTER (SEE SHEET C-601 FOR DETAILS) PRESERVE AND PROTECT TREE (COORDINATE WITH CITY BEFORE EXCAVATION). ADJUST SIDEWALK GRADE OVER ROOTS AS DIRECTED BY CITY. REMOVE STEP AND CONSTRUCT SIDEWALK TO RECONNECT COMCAST AND LUMEN TO RELOCATE COMMUNICATION RISERS BEHIND WALK - 4. CONTRACTOR TO COORDINATE WITH COMCAST FOR WORK. RELOCATE SOLAR SPEED LIMIT SIGN (SEE SIGNING & STRIPING PLANS FOR DETAILS) ADJUST STORM MANHOLE (MINOR) TO FINISH GRADE - 2 TVWD TO ADJUST WATER VALVE BOX TO FINISH GRADE - 5 (SEE TVWD DETAIL 402). PROTECT FIRE HYDRANT. CONSTRUCT DITCH INLET - 2 (SEE CWS STD. DWG. 390) REMOVE CATCH BASIN - 3 REMOVE SPEED CUSHION (SEE SHEET C-404 FOR GRADING DETAILS) REMOVE STORM PIPE PROTECT SURVEY MONUMENT IN ACCORDANCE WITH OREGON REVISED STATUES 209.150 AND 209.155 REMOVE TREE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 AS-BUILT SW LOCUST ST 11+40 - 15+40 180 185 190 195 200 205 210 215 180 185 190 195 200 205 210 215 PV I 1 1 + 5 0 . 0 0 E L 1 9 6 . 8 8 PV I 1 2 + 0 9 . 8 7 E L 1 9 5 . 9 2 PV I 1 2 + 3 8 . 7 0 E L 1 9 5 . 3 7 PV I 1 3 + 5 7 . 1 0 E L 1 9 2 . 6 4 PV I 1 3 + 7 7 . 1 0 E L 1 9 2 . 4 0 PV I 1 4 + 3 9 . 7 9 E L 1 9 1 . 1 9 PV I 1 4 + 7 8 . 8 6 E L 1 9 0 . 3 0 -1.36% -1.17%-1.94% -2.27%-2.13% -2.31% -1.61% -1.89% 19 7 . 0 4 19 7 . 0 2 11+40 19 6 . 8 3 19 6 . 7 2 19 6 . 4 2 19 6 . 4 0 19 6 . 1 3 19 6 . 0 8 12+00 19 5 . 8 1 19 5 . 7 3 19 5 . 3 6 19 5 . 3 4 19 4 . 9 6 19 4 . 8 8 19 4 . 5 2 19 4 . 4 2 19 4 . 0 4 19 3 . 9 6 13+00 19 3 . 4 9 19 3 . 4 9 19 3 . 0 1 19 3 . 0 3 19 2 . 5 4 19 2 . 6 0 19 2 . 3 8 19 2 . 3 5 19 2 . 0 9 19 1 . 9 6 14+00 19 1 . 7 4 19 1 . 5 7 19 1 . 4 0 19 1 . 1 8 19 0 . 9 6 19 0 . 7 3 19 0 . 4 3 19 0 . 2 8 19 0 . 1 3 18 9 . 8 5 15+00 18 9 . 7 4 18 9 . 4 2 18 9 . 3 0 18 9 . 0 0 15+40 EXISTING GROUND AT CURB LINE FINISH GRADE AT CURB FLOW LINE 11 + 8 5 . 8 6 ( 1 2 . 5 0 ' L T ) C B - 3 0 4 - 1 RI M 1 9 6 . 3 0 12" IE 191.11 OUT (N) 12" IE 187.71 OUT (NE) 14 + 5 4 . 9 7 ( 1 6 . 0 2 ' L T ) C B - 3 0 4 - 2 RI M 1 9 0 . 7 6 PROP. ELEV. AT FLOW LINE (TYP.) EXIST. ELEV. AT FLOW LINE (TYP.) 2" POLY. GAS LINE TOP 192.75 2" POLY. GAS LINE TOP 185.53 S=0.0135 S=0.0108 OHP F F F F F F F F F F F F F F F F F F F P C 1 1 + 5 5 . 6 3 PC 1 4 + 1 3 . 5 5 PT 1 3 + 4 0 . 5 1 S 63Â° 24' 3 8 " ESW LOCUST ST S W J E F F E R S O N S T 20' 20.5' 34.9' 3 LF 12" SD8 11+85.86 (12.50' LT) CB-304-1 10 9 14+54.97 (16.02' LT) CB-304-2 LOCUS T S T 8755, 8775, 8815 SW LOCUST ST 8755, 8775, 8815 SW LOCUST ST 8719, 8721 SW LOCUST ST 8875 SW LOCUST ST 4 16 6 1 2 4 55 11 11 12 13 15 CENTERLINE CURVE DATA R = 415.00' L = 184.88 Î” = 25Â° 31' 31" T =94.00'CENTERLINE CURVE DATA R = 415.00' L = 183.70 Î” = 25Â° 21' 41" T =93.38' P.C. 14+39.8 14 PAVING LIMIT 7 9 10 12+00 13+00 14+00 15+00 3 3 PAVING LIMIT 5 LF 12" SD8 17 CURB RETURN DATA # 9 10 R 30.00 30.00 L 18.71 15.60 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8112 C-304 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 4 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 0 : 2 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG MA T C H L I N E S T A . 1 5 + 4 0 - S E E S H E E T C - 3 0 5 HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 M A T C H L I N E S T A . 1 1 + 4 0 - S E E S H E E T C - 3 0 3 CONSTRUCTION NOTES: CONSTRUCT STANDARD SIDEWALK (SEE COT STD. DWG. 215) CONSTRUCT STANDARD MONOLITHIC CURB & GUTTER (SEE COT STD. DWG. 205) CONSTRUCT TYPE "A" CURB (SEE COT STD. DWG. 208) CONSTRUCT MONOLITHIC SIDEWALK WITH WALL L = 12'. (SEE DETAIL ON SHEET C-603) CONSTRUCT STANDARD COMMERCIAL DRIVEWAY (SEE COT STD. DWG. 210) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) - 2 TRANSITION AND MATCH EXISTING SIDEWALK (SEE ODOT STD. DWG. RD722) CONSTRUCT SPEED CUSHION (SEE SHEET C-603 FOR DETAILS) INSTALL STORM PIPE (SIZE AND LENGTH AS NOTED). CONNECT WITH PREFABRICATED TEES AND FLEXIBLE COUPLERS (SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS) CONSTRUCT CG-2 CATCH BASIN (SEE CWS STD. DWG. 300) CONSTRUCT SINGLE UNIT CONCRETE CATCHBASIN STORMFILTER (SEE SHEET C-601 FOR DETAILS) PRESERVE AND PROTECT TREE (COORDINATE WITH CITY BEFORE EXCAVATION). ADJUST SIDEWALK GRADE OVER ROOTS AS DIRECTED BY CITY. INSTALL 12' TWO RAIL HANDRAIL (SEE ODOT STD. DWG. RD770 & RD771) ADJUST GAS VALVE BOX TO FINISH GRADE. CONTRACTOR TO COORDINATE WORK WITH NW NATURAL GAS PROTECT STORM MANHOLE PROTECT SANITARY MANHOLE. FIELD ADJUST SIDEWALK TO AVOID RIM/FRAME. REMOVE DITCH INLET PRESERVE AND PROTECT MAILBOX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AS-BUILT SW LOCUST ST 15+40 - 19+50 175 180 185 190 195 200 205 210 175 180 185 190 195 200 205 210 80.00' VC K =74.28 PVI 17+29.98 EL 185.90 BV C 1 6 + 8 9 . 9 8 EL 1 8 6 . 2 9 EV C 1 7 + 6 9 . 9 8 EL 1 8 5 . 0 8 PV I 1 6 + 5 2 . 7 3 E L 1 8 6 . 5 9 PV I 1 8 + 1 0 . 3 9 E L 1 8 3 . 8 9 -2.13% -2.94% -0.80%-0.98%-2.06% 18 9 . 3 0 18 9 . 0 0 15+40 18 8 . 8 4 18 8 . 5 7 18 8 . 3 2 18 8 . 1 4 18 7 . 9 5 18 7 . 7 2 16+00 18 7 . 6 1 18 7 . 2 9 18 7 . 2 4 18 6 . 8 6 18 6 . 8 7 18 6 . 5 3 18 6 . 4 7 18 6 . 3 7 18 6 . 2 5 18 6 . 1 9 17+00 18 6 . 1 3 18 5 . 9 4 18 5 . 8 6 18 5 . 6 3 18 5 . 4 4 18 5 . 2 8 18 4 . 9 0 18 4 . 7 8 18 4 . 2 7 18 4 . 2 0 18+00 18 3 . 8 0 18 3 . 5 9 19+00 19+50 EXISTING GROUND AT CURB LINE FINISH GRADE AT CURB FLOW LINE 16 + 5 6 . 6 7 ( 2 2 . 0 9 ' L T ) C B - 3 0 5 - 1 RI M 1 8 6 . 5 8 12" IE 184.45 OUT (S) 17 + 9 3 . 9 6 ( 1 3 . 2 2 ' L T ) M H - 3 0 5 - 1 RI M 1 8 4 . 4 8 12" IE 182.31 IN (W) 10" IE 182.32 IN (N) 18" IE 182.42 OUT (E) PROP. ELEV. AT FLOW LINE (TYP.) EXIST. ELEV. AT FLOW LINE (TYP.) S=0.0152 17 + 9 3 . 9 5 ( 1 7 . 1 2 ' L T ) C I - 3 0 5 - 1 RI M 1 8 4 . 3 8 10" IE 182.96 OUT (E) 10" IE 182.41 IN (W) 10" IE 182.41 OUT (S) 17 + 6 7 . 8 4 ( 2 7 . 1 1 ' L T ) A D - 3 0 5 - 1 RI M 1 8 5 . 4 7 âž¤ âž¤âž¤ OH P OH P OH P OH P OH P OH P OHP OHP F F F F PI 1 8 + 5 5 . 8 1 PT 1 5 + 9 7 . 2 4 S 88Â° 46' 19" E SW LOCUST ST SW 8 7 T H A V E SW H A L L B L V D 26' 11 8 16+56.67 (22.09' LT) CB-305-1 9 17+67.84 (27.11' LT) AD-305-1 7 17+93.96 (13.22' LT) MH-305-1 8 LF 12" SD6 28 LF 10" SD6 8719, 8 7 2 1 S W LOCU S T S T 8705 SW LOCUST ST 8627, 10105, 10115, 10125 SW LOCUST ST 13412 11 PAVING LIMIT 12 5 19+5016+00 17+00 18+00 19+00 PAVIN G L I M I T PAVING LIMIT PAVING LIMIT P.C. 18+09.3 131413162 10 17+93.95 (17.12' LT) CI-305-1 4 LF 10" SD6 51517 CURB RETURN DATA # 11 R 25.00 L 1.14 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8113 C-305 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 5 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 0 : 3 2 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 MA T C H L I N E S T A . 1 5 + 4 0 - S E E S H E E T C- 3 0 4 CONSTRUCTION NOTES: CONSTRUCT STANDARD SIDEWALK (SEE COT STD. DWG. 215) CONSTRUCT TYPE "A" CURB (SEE COT STD. DWG. 208) CONSTRUCT STANDARD MONOLITHIC CURB & GUTTER (SEE COT STD. DWG. 205) CONSTRUCT STANDARD COMMERCIAL DRIVEWAY (SEE COT STD. DWG. 210) AND DRIVEWAY CONNECTION (SEE ODOT STD. DWG. RD715) TRANSITION AND MATCH EXISTING SIDEWALK (SEE ODOT STD. DWG. RD722) INSTALL STORM PIPE. CONNECT TO MAINLINE WITH PREFABRICATED TEES AND FLEXIBLE COUPLERS (SIZE AND LENGTH AS NOTED) (SEE COT STD. DWG. 180 FOR TRENCH BACKFILL REQUIREMENTS) CONSTRUCT STANDARD 48" MANHOLE WITH CONCENTRIC CONE (SEE SHEET C-602 FOR DETAILS). CONNECT EXISTING STORM PIPES. CONSTRUCT CG-2 CATCH BASIN (SEE CWS STD. DWG. 300) CONSTRUCT AREA DRAIN TYPE II. INSERT 10" TEE INSIDE STRUCTURE FOR STORM WATER TREATMENT (SEE CWS STD. DWG. 380) CONSTRUCT CG-30 INLET CATCH BASIN (SEE CWS STD. DWG. 330) LUMEN TO ADJUST COMMUNICATION MANHOLE TO FINISH GRADE (CONTRACTOR TO COORDINATE WORK WITH CENTURYLINK) REMOVE CATCH BASIN AND INSTALL PERMANENT PLUG (1) - 2 CONSTRUCT PCC DRAINAGE CURB (SEE ODOT STD. DWG. 701) REPLACE ASPHALT PAVEMENT TO PROVIDE DRAINAGE TO NEW INLET (SEE SHEET C-507 FOR DETAILS) PROTECT EXTRUDED CURB PRESERVE AND PROTECT WATER METER PRESERVE AND PROTECT MAILBOX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 AS-BUILT SW 92ND AVE 200 205 210 215 220 225 200 205 210 215 220 225 10.00' VC K =4.58 PVI 20+20.00 EL 210.28 BV C 2 0 + 1 5 . 0 0 EL 2 1 0 . 3 4 EV C 2 0 + 2 5 . 0 0 EL 2 1 0 . 3 3 LOW PT 20+20.49 EL 210.31 PV I 2 0 + 0 4 . 5 4 E L 2 1 0 . 4 6 PV I 2 0 + 6 6 . 1 5 E L 2 1 0 . 7 3 -1.20%0.98% 20+00 21 0 . 3 1 21 0 . 3 1 21 0 . 4 8 21 0 . 4 8 21 0 . 6 7 21 0 . 6 7 20+80 +1.12% EXISTING GROUND AT CROWN FINISH CROWN GRADE SW 90TH AVE 195 200 205 210 215 220 195 200 205 210 215 220 10.00' VC K =3.65 PVI 30+18.50 EL 204.69 BV C 3 0 + 1 3 . 5 0 EL 2 0 4 . 6 4 EV C 3 0 + 2 3 . 5 0 EL 2 0 4 . 8 8 PV I 3 0 + 0 7 . 8 5 E L 2 0 4 . 5 9 PV I 3 0 + 5 5 . 7 3 E L 2 0 6 . 0 8 1.00%3.74% 20 4 . 5 1 30+00 20 4 . 7 5 20 4 . 7 7 20 5 . 5 0 20 5 . 5 0 20 6 . 1 9 20 6 . 7 0 30+80 +2.54% EXISTING GROUND AT CENTERLINE FINISH CENTERLINE GRADE âž¤âž¤âž¤ OHP OHP OHP O H P OHP OHP âž¤ âž¤ âž¤ âž¤ âž¤ âž¤ OH P OH P F F F F F F FFâž¤âž¤âž¤ âž¤ âž¤ SW L I N C O L N S T SW 9 2 N D A V E 20 + 0 0 20 + 8 0 PI 20+37.53 PI 20+55 . 5 3 PI 20+61.46 PI 20+69.56 PI 20+77.03 20+00.00 92ND CROWN 2+54.63 SW LOCUST ST= 2+00 3+00 20+66.15 (0.00' ) MATCH âž¤ âž¤âž¤âž¤ O H P OHP F F C C F F F Fâž¤ SW 9 0 T H A V E SW LOCUST ST SW 9 0 T H A V E 30 + 0 0 30 + 8 0 30+00.00 SW 90TH AVE 8+85.68 SW LOCUST ST= 8+00 9+00 10+00 30+55.73 (0.00' ) MATCH 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8114 C-306 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 2 0 1 - C - 2 0 5 . d w g L a y o u t T a b : C- 3 0 6 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 0 : 3 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RO A D W A Y P L A N & P R O F I L E 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 20 40 20' 5 102.5 10 POTHOLE DATA SHOWN ON LOCUST ROAD PROFILE SHEETS. AS-BUILT 21 0 20 8 20 8 20 9 210 . 5 2 1 0 . 2 21 0 . 3 210 . 4 210 . 6 210. 7 2 1 0 . 5 210.1 21 0 . 2 210 . 2 2 1 0 . 3 210. 3 2 1 0 . 4 2 1 0 . 6 210. 5 210.4 210.6 R 2 5 ' L 3 9 . 3 ' R25' L39.3 ' 9245 SW LOCUST ST 9175 SW LOCUST ST SW 9 2 N D A V E SW LOCUST ST 2+00 3+00 65 2625 43 1 2 1413 1615 17 18 9 106.00' 6.00' 6. 0 0 ' 6. 0 0 ' 8.1 1 ' 9.22' 3.61'10.00' 6. 0 0 ' 6. 0 0 ' 9.22' 3.61' 8 . 2 5 ' 12.45 ' 0.86 % 0.86 % 12.45 '12.45' 0.50% 0.5 0 % 14 . 2 4 ' 0.5 0 % 1.39% 0.98% 1. 5 0 % 1. 5 0 % 7.00% 7.00% 10.00' 6.80% 2221 7 8 2423 27 28 29 30 6.80% 1. 5 0 % 1. 5 0 % 0 . 8 0 % 0.83% 1.52% 0.80 % 16.9 0 ' 1 4 . 2 8 ' 0 . 8 0 % 2:1 M A X . 2:1 MAX . 2: 1 MA X . 2: 1 M A X . 11 12 21 0 2 1 0 21 0 20 8 20 8 20 9 20 9 20 9 20 9 210 208 208 209 209 210 210 210 2:1 M A X . 2: 1 MA X . 2+54.68 (65.81' LT) PAVING LIMIT PT 2+08.43 (18.00' LT) PC 2+03.50 (18.38' LT) 2+40.63 (4.62' LT) 2+68.63 (4.48' LT) 2+93.34 (5.83' LT) 19 20 2+42.84 (67.59' LT) RIM 207.81 2+38.44 (45.47' LT) FG 208.16 1+92.61 (29.02' LT) FG 209.07 2+10.47 (27.33' LT) FG 208.96 2+31.89 (28.74' LT) FG 208.47 2+72.74 (48.53' LT) RIM 208.07 2+76.05 (38.35' LT) FG 208.67 2+81.56 (30.81' LT) FG 209.22 2+90.47 (27.99' LT) FG 209.75 2+65.48 (55.22' LT) 2:1 MAX. 2:1 MAX. 6" - AGGREGATE BASE SHOULDERS - 1' WIDTH (BOTH SIDES) # SLOPE LEGEND E TC FL FG BW PC PT PCC CURB EXPOSURE TOP OF CURB FLOW LINE FINISH GRADE BACK OF WALK POINT OF CURVATURE POINT OF TANGENT POINT OF COMPOUND CURVE POINT # NOTES 1.FOR RAMP DETAILS, SEE ODOT STD. DWG RD905 RD910 2.SIDEWALK DEPTH DIMENSIONS ARE FROM THE BACK OF ROAD CURB TO BACK OF WALK 3.FOR DETECTABLE WARNING DETAILS, SEE ODOT STD. DWGS RD902 AND RD904 4.ALL CURB EXPOSURE HEIGHTS ARE 6" FOR NEW CURBS EXCEPT WHERE NOTED. CURB EXPOSURE WILL TRANSITION FROM THE STANDARD 6" HEIGHT TO THE EXISTING EXPOSURE AT THE MATCH LIMIT. CROSS SLOPE 1.5% MAX. (MAX. 2.0% FINISHED SURFACE SLOPE) (NORMAL SIDEWALK CROSS SLOPE) RUNNING SLOPE 7.5% MAX. (MAX. 8.3% FINISHED SURFACE SLOPE) SIDEWALK LEVEL AREA (TURNING SPACE/LANDING) UNOBSTRUCTED 4.5' X 4.5' WITH OBSTRUCTION 4.5' X 5.5' (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING). MAX. 2.0% FINISHED SLOPE MEASURED PERPENDICULAR IN TWO DIRECTIONS IS CONSIDERED LEVEL. DETECTABLE WARNING X.XX% 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8115 C-401 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 3 0 1 - C - 3 0 4 . d w g L a y o u t T a b : C- 4 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 1 : 0 2 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RA M P & I N T E R S E C T I O N D E T A I L 95073 (COT) FEBRUARY 2024 KSR PPG Scale 1" = 0 5 10 5' 2.5 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 1 1+92.34 (20.00' LT)TC (PC)210.26 2 1+92.34 (20.00' LT)FL (PC)209.76 3 2+04.00 (16.25' LT)TC (PRC)210.37 4 2+04.00 (16.25' LT)FL (PRC)209.87 5 2+15.66 (12.50' LT)TC (POC)210.47 6 2+15.66 (12.50' LT)FL (POC)209.97 7 2+31.30 (18.00' LT)FL 210.05 8 2+31.30 (18.00' LT)TC 210.55 9 2+36.70 (24.00' LT)FL 210.10 10 2+36.70 (24.00' LT)TC 210.60 11 2+40.66 (37.48' LT)TC (PT)210.67 12 2+40.66 (37.48' LT)FL (PT)210.17 13 2+20.88 (18.00' LT)FG 210.52 14 2+26.88 (18.00' LT)FG 210.10 15 2+20.88 (24.00' LT)BW 210.61 16 2+20.88 (24.00' LT)TC 210.90 17 2+26.88 (24.00' LT)BW 210.19 18 2+26.88 (24.00' LT)TC 210.79 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 19 2+68.66 (37.52' LT)TC (PC)210.64 20 2+68.66 (37.52' LT)FL (PC)210.14 21 2+72.62 (24.00' LT)FL 210.25 22 2+72.62 (24.00' LT)TC 210.75 23 2+78.01 (18.00' LT)FL 210.31 24 2+78.01 (18.00' LT)TC 210.81 25 2+93.66 (12.50' LT)FL (PT)210.45 26 2+93.66 (12.50' LT)TC (PT)210.95 27 2+82.43 (18.00' LT)FG 210.34 28 2+92.43 (18.00' LT)FG 211.02 29 2+82.43 (24.00' LT)BW 210.39 30 2+92.43 (24.00' LT)BW 211.11 RECORD DRAWING 9175 SW LOCUST ST 9175 SW LOCUST ST SW LOCUST ST 3+00 6.00' 6.00' 6. 0 0 ' 6. 0 0 ' 6. 0 0 ' 5.00' 5.00' 5. 0 0 ' 5. 0 0 ' 21 3 4 11 1210 8 9 5 5.00' 76 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 0.40% 0.40% 0.40% 4.00% 4.00%2.35% 2.35% 12.36' 12.36' 210 210 20 9 211 210 # SLOPE LEGEND E TC FL FG BW PC PT PCC CURB EXPOSURE TOP OF CURB FLOW LINE FINISH GRADE BACK OF WALK POINT OF CURVATURE POINT OF TANGENT POINT OF COMPOUND CURVE POINT # NOTES 1.FOR RAMP DETAILS, SEE ODOT STD. DWG RD905 RD910 2.SIDEWALK DEPTH DIMENSIONS ARE FROM THE BACK OF ROAD CURB TO BACK OF WALK 3.FOR DETECTABLE WARNING DETAILS, SEE ODOT STD. DWGS RD902 AND RD904 4.ALL CURB EXPOSURE HEIGHTS ARE 6" FOR NEW CURBS EXCEPT WHERE NOTED. CURB EXPOSURE WILL TRANSITION FROM THE STANDARD 6" HEIGHT TO THE EXISTING EXPOSURE AT THE MATCH LIMIT. CROSS SLOPE 1.5% MAX. (MAX. 2.0% FINISHED SURFACE SLOPE) (NORMAL SIDEWALK CROSS SLOPE) RUNNING SLOPE 7.5% MAX. (MAX. 8.3% FINISHED SURFACE SLOPE) SIDEWALK LEVEL AREA (TURNING SPACE/LANDING) UNOBSTRUCTED 4.5' X 4.5' WITH OBSTRUCTION 4.5' X 5.5' (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING). MAX. 2.0% FINISHED SLOPE MEASURED PERPENDICULAR IN TWO DIRECTIONS IS CONSIDERED LEVEL. DETECTABLE WARNING X.XX% 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8116 C-402 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 3 0 1 - C - 3 0 4 . d w g L a y o u t T a b : C- 4 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 1 : 0 6 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RA M P D E T A I L 95073 (COT) FEBRUARY 2024 KSR PPG Scale 1" = 0 5 10 5' 2.5 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 1 3+39.91 (12.50' LT)FL 210.69 2 3+39.91 (12.50' LT)TC 211.19 3 3+44.91 (12.50' LT)FL 210.71 4 3+44.91 (12.50' LT)TC 211.21 5 3+27.55 (18.00' LT)FG 210.77 6 3+39.91 (18.00' LT)FG & TC 211.06 7 3+44.91 (18.00' LT)FG & TC 211.08 8 3+50.91 (18.00' LT)FG 211.32 9 3+27.55 (24.00' LT)FG 210.86 10 3+39.91 (24.00' LT)FG 211.15 11 3+44.91 (24.00' LT)FG 211.17 12 3+50.91 (24.00' LT)FG 211.41 RECORD DRAWING 20 5 . 0 2 0 3 . 0 2 0 3 . 5 20 4 . 0 20 4 . 5 20 5 . 5 2 0 5 . 0 2 0 5 . 5 R 2 5 ' L 3 9 . 3 ' R25' L39' 8955 SW LOCUST ST 9015, 9055, 10015 SW LOCUST ST SW 9 0 T H A V E SW LOCUST ST 206 . 0 9+00 3 8 27 20 26 19 31 30 4 5 11 12 13 37 38 36 39 40 28 7.00' 7.00' 6. 0 0 ' 6. 0 0 ' 5.00' 5.00' 5.00' 6. 0 0 ' 8.08' 12.80' 6. 0 7 ' 6 . 0 7 ' 5.03 ' 5.01 ' 5.11 ' 5. 0 0 ' 5. 0 0 ' 5. 0 3 ' 5. 0 3 ' 20 . 6 6 ' 26 . 1 9 ' 6.00' 4.95' 6 . 5 7 ' 6. 5 5 ' 5. 0 1 ' 5. 1 1 ' 6.07 ' 6.07 ' 1 0 . 0 0 ' 1 1 . 1 9 ' 6.00 ' 6. 0 0 ' 13.85' 18.57' 5.03 ' 5.03 ' SEE SHEET C-504 FOR DRIVEWAY DETAILS 21 9 10 6 7 14 15 16 17 18 21 2322 24 25 6 . 1 0 ' 4.00'5.07' 8.50' 17 . 0 7 ' 7.00%1. 5 0 % 7.00% 1. 5 0 % 1. 5 0 % 1.40% 1.40% 1.40% 4.69% 7.42% 1. 4 8 % 0.9 9 % 1. 4 8 % 1.0 0 % 3 . 5 5 % 4 . 5 0 % 4. 4 3 % 3 . 5 0 % 1.50% 3.03% 29 3332 3534 41 42 43 44 45 46 47 48 49 50 1 7 . 7 3 ' 6 . 5 6 ' 1 5 . 5 3 ' 5. 0 3 ' 5. 7 9 ' 4. 0 0 ' 17.09' 6 . 0 3 ' TRANSITION PANEL TRANSITION PANEL 4 . 8 5 % 4 . 7 3 % 4 . 1 2 % 1.50 % 7 . 5 0 % 6 . 7 0 % 1.4 8 % 1.4 8 % 1 . 3 9 % 1 . 4 0 % 1 . 3 7 % 2.3 9 % 2.3 9 % 3.64% 0.8 0 % 5.39% 7.22% 1. 5 0 % 3.45% 6 . 7 0 % 4.00% WARP GUTTER PAN TO MATCH PAVEMENT SLOPES 7. 3 6 % 0.98 % 7. 3 6 % 8.4 6 ' 7. 2 0 % 7. 2 0 % 20 5 2 0 3 20 4 2 0 6 20 6 207 208 20 5 202 20 3 20 4206 202 8+60.96 (6.12' LT) 6" - AGGREGATE BASE SHOULDERS - 1' WIDTH (BOTH SIDES) LEGEND E TC FL FG BW PC PT PCC CURB EXPOSURE TOP OF CURB FLOW LINE FINISH GRADE BACK OF WALK POINT OF CURVATURE POINT OF TANGENT POINT OF COMPOUND CURVE # SLOPE POINT # CROSS SLOPE 1.5% MAX. (MAX. 2.0% FINISHED SURFACE SLOPE) (NORMAL SIDEWALK CROSS SLOPE) RUNNING SLOPE 7.5% MAX. (MAX. 8.3% FINISHED SURFACE SLOPE) X.XX% NOTES 1.FOR RAMP DETAILS, SEE ODOT STD. DWG RD905 RD910 2.SIDEWALK DEPTH DIMENSIONS ARE FROM THE BACK OF ROAD CURB TO BACK OF WALK 3.FOR DETECTABLE WARNING DETAILS, SEE ODOT STD. DWGS RD902 AND RD904 4.ALL CURB EXPOSURE HEIGHTS ARE 6" FOR NEW CURBS EXCEPT WHERE NOTED. CURB EXPOSURE WILL TRANSITION FROM THE STANDARD 6" HEIGHT TO THE EXISTING EXPOSURE AT THE MATCH LIMIT. SIDEWALK LEVEL AREA (TURNING SPACE/LANDING) UNOBSTRUCTED 4.5' X 4.5' WITH OBSTRUCTION 4.5' X 5.5' (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING). MAX. 2.0% FINISHED SLOPE MEASURED PERPENDICULAR IN TWO DIRECTIONS IS CONSIDERED LEVEL. DETECTABLE WARNING 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8117 C-403 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 3 0 1 - C - 3 0 4 . d w g L a y o u t T a b : C- 4 0 3 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 1 : 1 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RA M P & I N T E R S E C T I O N D E T A I L 95073 (COT) FEBRUARY 2024 KSR PPG Scale 1" = 0 5 10 5' 2.5 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 1 8+41.71 (12.50' LT)FL 205.94 2 8+41.71 (12.50' LT)TC 206.44 3 8+46.71 (12.50' LT)FL & TC (PC)205.87 4 8+50.70 (12.82' LT)TC 206.22 5 8+50.70 (12.82' LT)FL 205.72 6 8+59.19 (15.84' LT)TC 206.05 7 8+59.19 (15.84' LT)FL 205.55 8 8+62.49 (18.10' LT)FL & TC 205.24 9 8+66.10 (21.71' LT)FL 205.29 10 8+66.10 (21.71' LT)TC 205.79 11 8+71.71 (37.48' LT)TC (PT)205.93 12 8+71.71 (37.48' LT)FL (PT)205.43 13 8+73.27 (55.74' LT)FG 205.85 14 8+34.71 (18.00' LT)FG 206.79 15 8+41.71 (18.00' LT)FG 206.30 16 8+46.71 (18.00' LT)FG 206.23 17 8+58.61 (22.05' LT)FG 205.61 18 8+62.15 (25.59' LT)FG 205.66 19 8+64.61 (50.77' LT)FG 206.59 20 8+62.70 (57.06' LT)FG 206.82 21 8+34.71 (24.00' LT)FG 206.88 22 8+41.71 (24.00' LT)FG 206.37 23 8+46.71 (24.00' LT)FG 206.30 24 8+54.32 (26.35' LT)FG 205.70 25 8+57.86 (29.88' LT)FG 205.75 26 8+58.66 (49.97' LT)FG 206.68 27 8+57.79 (56.46' LT)FG 206.97 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 28 8+98.08 (55.72' LT)FG 205.41 29 8+98.17 (52.96' LT)FG 205.28 30 8+98.28 (49.78' LT)FG 205.13 31 8+99.38 (40.34' LT)FG 204.64 32 8+99.71 (37.52' LT)TC (PC)204.99 33 8+99.71 (37.52' LT)FL (PC)204.49 34 9+05.31 (21.73' LT)FL 203.46 35 9+05.31 (21.73' LT)TC 203.96 36 9+08.92 (18.12' LT)FL & TC 203.39 37 9+12.21 (15.85' LT)TC 203.71 38 9+12.21 (15.85' LT)FL 203.21 39 9+24.71 (12.50' LT)TC 203.12 40 9+24.71 (12.50' LT)FL 202.62 41 9+03.02 (34.88' LT)FG 204.33 42 9+09.26 (25.60' LT)FG &TC 203.58 43 9+12.80 (22.06' LT)FG 203.51 44 9+30.47 (18.00' LT)FG 202.57 45 9+08.01 (38.21' LT)BW & TC 204.42 46 9+13.56 (29.89' LT)BW 203.67 47 9+13.56 (29.89' LT)TC 204.17 48 9+17.09 (26.35' LT)BW 203.60 49 9+17.09 (26.35' LT)TC 204.10 50 9+30.47 (24.00' LT)BW & TC 202.60 RECORD DRAWING 207.5 2 1 0 . 0 208.0 208.5 209 . 0 209 . 5 20 7 . 5 2 0 5 . 0 2 0 5 . 5 R33' L44.2 9 ' R35' L54.9 4 ' R13' L3.84' SW LOCUST ST SW 9 0 T H A V E 209. 5 8+00 3 3 10 1324 19 4 5 21 54 11 12 5 . 0 8 ' 5 . 0 1 ' 5 . 0 1 ' 4.87 ' 5.08 ' 5.03 ' 5.00 ' 4.67' 1 2 . 2 8 ' 1 5 . 4 7 ' 5.0 0 ' 6.11'11.90' 15.94' 15 . 0 0 ' 17 . 4 0 ' 21 R38 ' L45 . 9 5 ' 6 7 15 16 17 18 5. 7 8 ' 20 21 22 23 0.85' 4.91' 2 2 . 0 5 ' 27. 8 1 '1. 9 0 % 7.65% 6.64% 4.16% 6.11 % 1 . 3 8 % 1 . 2 0 % 1 . 2 0 % 6. 4 4 % 7. 4 7 % 1.4 0 % 1.40 % 1.39 % 0 . 3 9 % 0 . 4 1 % 7.27 % 7.39 % 1.71% 1 . 1 3 % 14 20 5 2 0 6 20 5 2 1 0 206 20 7 20 8 2 0 9 21 0 20 7 20 8 20 9 8 9 20 7 . 5 20 5 . 5 20 6 . 0 20 6 . 5 20 7 . 0 R 3 0 ' L 3 7 . 4 0 ' 6. 0 0 ' 6 . 0 0 ' 5. 7 7 ' 5. 7 7 ' 0.23' 3.25' 3.25' 1.55' 18.2 3 ' 7.44' 22.8 9 ' 8.94' 6.6 2 ' 1 . 5 0 % 1. 5 0 % 1. 5 0 % 0. 5 2 % 25 26 27 2928 30 31 32 33 3437 38 36 35 1.37 % 1.07 % 2.28% 1.62%2.46% 4.31% 7+47.29 (14.69' RT) 7+47.31 (6.12' LT)8+60.96 (6.12' LT) 8+09.08 (54.82' RT) 8+60.96 (15.03' RT) 8+09.08 (40.47' RT) 8+27.66 (40.47' RT) CONSTRUCTION CENTERLINE = CROWN LINE 8+09.08 (15.04' RT) BIKE LANE EXTENSION = SW 90TH CONSTRUCTION CENTERLINE 14.18' 18.59' # SLOPE POINT # CROSS SLOPE 1.5% MAX. (MAX. 2.0% FINISHED SURFACE SLOPE) (NORMAL SIDEWALK CROSS SLOPE) RUNNING SLOPE 7.5% MAX. (MAX. 8.3% FINISHED SURFACE SLOPE) X.XX% LEGEND E TC FL FG BW PC PT PCC CURB EXPOSURE TOP OF CURB FLOW LINE FINISH GRADE BACK OF WALK POINT OF CURVATURE POINT OF TANGENT POINT OF COMPOUND CURVE SIDEWALK LEVEL AREA (TURNING SPACE/LANDING) UNOBSTRUCTED 4.5' X 4.5' WITH OBSTRUCTION 4.5' X 5.5' (LONGER DIMENSION IN DIRECTION OF PEDESTRIAN STREET CROSSING). MAX. 2.0% FINISHED SLOPE MEASURED PERPENDICULAR IN TWO DIRECTIONS IS CONSIDERED LEVEL. DETECTABLE WARNING NOTES 1.FOR RAMP DETAILS, SEE ODOT STD. DWG RD905 RD910 2.SIDEWALK DEPTH DIMENSIONS ARE FROM THE BACK OF ROAD CURB TO BACK OF WALK 3.FOR DETECTABLE WARNING DETAILS, SEE ODOT STD. DWGS RD902 AND RD904 4.ALL CURB EXPOSURE HEIGHTS ARE 6" FOR NEW CURBS EXCEPT WHERE NOTED. CURB EXPOSURE WILL TRANSITION FROM THE STANDARD 6" HEIGHT TO THE EXISTING EXPOSURE AT THE MATCH LIMIT. 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8118 C-404 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 3 0 1 - C - 3 0 4 . d w g L a y o u t T a b : C- 4 0 4 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 1 : 2 0 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D RA M P & I N T E R S E C T I O N D E T A I L 95073 (COT) FEBRUARY 2024 KSR PPG Scale 1" = 0 5 10 5' 2.5 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 1 7+47.31 (20.30' RT)FL 209.54 2 7+47.31 (20.30' RT)TC 210.05 3 7+47.31 (18.66' RT)FG 209.62 4 7+58.13 (20.09' RT)FL (PC)209.09 5 7+58.13 (20.09' RT)TC (PC)209.59 6 7+83.21 (30.45' RT)FL 207.39 7 7+83.21 (30.45' RT)TC 207.89 8 7+86.53 (34.28' RT)FL 207.32 9 7+86.53 (34.28' RT)TC 207.82 10 7+94.96 (54.82' RT)FG 207.13 11 7+93.46 (54.83' RT)FL (PT)207.10 12 7+93.46 (54.83' RT)TC (PT)207.57 13 7+87.90 (52.12' RT)FG (PT)207.63 14 7+87.32 (48.34' RT)FG (PCC)207.64 15 7+82.28 (37.91' RT)FG 207.69 16 7+79.17 (33.99' RT)FG 207.75 17 7+64.99 (24.16' RT)FG 208.87 18 7+53.43 (21.56' RT)FG 209.66 19 7+47.51 (26.50' RT)FG 210.16 20 7+50.84 (26.48' RT)FG (PC)209.91 21 7+63.15 (28.80' RT)FG 208.94 22 7+75.39 (37.26' RT)FG 207.82 23 7+78.47 (41.20' RT)FG 207.76 24 7+83.24 (54.44' RT)FG 207.71 CURB RAMP ELEVATION TABLE POINT #STATION LOCATION ELEVATION 25 8+27.66 (40.47' RT)FG 206.35 26 8+30.45 (24.49' RT)FL & TC 205.97 27 8+48.72 (21.01' RT)FL & TC 205.72 28 8+56.15 (20.10' RT)FL (PT)205.31 29 8+56.15 (20.10' RT)TC (PT)205.58 30 8+57.71 (20.10' RT)FL 205.22 31 8+57.71 (20.10' RT)TC 205.55 32 8+60.96 (20.11' RT)FL 205.04 33 8+60.96 (20.11' RT)TC 205.47 34 8+60.94 (26.38' RT)BW 205.50 35 8+57.69 (26.37' RT)FG 205.64 36 8+57.69 (26.60' RT)BW 205.64 37 8+50.31 (27.31' RT)BW 205.81 38 8+36.01 (37.57' RT)BW 206.06 RECORD DRAWING FFFF F F F F F F F F F F F F F F F F F F F F F 0+00 0+40 9245 SW LOCUST ST SW L O C U S T S T MATCH MATCH 0+00 FACE OF CURB 0+06.50 BACK OF WALK 0+16.00 EXTG. 0+00.00 9245 SW LOCUST ST 1+57.40 SW LOCUST ST= EXTG. CONC. DWY. NEW CONC. DWY. CONN. 7. 9 4 ' 8. 1 9 ' 16 ' 6' 6' 6' 6' 9245 SW LOCUST ST 208 210 208 210 PV I 0 + 0 0 . 0 0 E L 2 0 9 . 6 2 PV I 0 + 1 6 . 0 0 E L 2 0 9 . 6 6 PV I 0 + 0 6 . 5 0 E L 2 0 9 . 7 1 PV I 0 + 0 0 . 5 0 E L 2 0 9 . 6 2 -0.50%+1.50% +0.00% 20 9 . 6 3 20 9 . 6 2 0+00 20 9 . 7 4 0+40 +2.06% EXISTING GROUND AT DRIVEWAY CENTERLINE FINISHED GRADE AT DRIVEWAY CENTERLINE 9175 SW LOCUST ST 209 210 209 210 PV I 0 + 0 0 . 0 0 E L 2 1 0 . 6 7 PV I 0 + 2 8 . 6 3 E L 2 1 0 . 4 8 PV I 0 + 0 0 . 5 0 E L 2 1 0 . 6 7 PV I 0 + 0 5 . 5 0 E L 2 1 0 . 7 7 PV I 0 + 1 1 . 5 0 E L 2 1 0 . 8 6 -2.25% +0.00% +2.00%+1.50% 21 0 . 6 0 21 0 . 6 7 0+00 21 0 . 2 7 21 0 . 6 7 21 0 . 6 8 0+40 FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE +1.71% F F F F F F F F F F F F F FFFFFFF F F F F F F F 0+00 0+40 9175 SW LOCUST ST SW L O C U S T S T MATCH EXISTING JOINT MATCH EXISTING JOINT MATCH EXISTING WALK 0+00.00 9175 SW LOCUST ST 3+17.55 SW LOCUST ST= 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+28.63 EXTG. EXTG. CONC. DWY. NEW CONC. DWY. CONN. 10 . 0 3 ' 10 ' 20 ' 3' 3' 12 . 4 ' 6' 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8119 C-501 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 1 : 5 4 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 RECORD DRAWING F F F F F F F F F F F F F F F F FFFFFFFFFF F F F F F F 9145 SW LOCUST ST 0+00 0+40SW L O C U S T S T MATCH MATCH 0+00.00 9145 SW LOCUST ST 4+58.33 SW LOCUST ST= 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+33.96 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 9. 7 7 ' 10 . 0 8 ' 19 ' 3' 3' 6' 6' 9145 SW LOCUST ST 209 210 209 210 PV I 0 + 0 0 . 0 0 E L 2 1 1 . 4 2 PV I 0 + 0 5 . 5 0 E L 2 1 1 . 5 2 PV I 0 + 0 0 . 5 0 E L 2 1 1 . 4 2 PV I 0 + 1 1 . 5 0 E L 2 1 1 . 6 1 +2.00% +0.00% +1.50% -6.50 % 21 1 . 0 0 21 1 . 4 2 0+00 21 0 . 3 3 21 1 . 0 5 0+40 -0.10% 10.00' VC K =1.56 PVI 0+28.96 EL 210.47 BV C 0 + 2 3 . 9 6 EL 2 1 0 . 8 0 EV C 0 + 3 3 . 9 6 EL 2 1 0 . 4 7 -6.50 % -0.10% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 9099 & 9125 SW LOCUST ST 210 215 210 215 10.00' VC K =1.71 PVI 0+24.33 EL 211.65 BV C 0 + 1 9 . 3 3 EL 2 1 1 . 9 7 EV C 0 + 2 9 . 3 3 EL 2 1 1 . 6 2 PV I 0 + 0 0 . 0 0 E L 2 1 2 . 2 9 PV I 0 + 1 1 . 5 0 E L 2 1 2 . 4 8 PV I 0 + 0 5 . 5 0 E L 2 1 2 . 3 9 PV I 0 + 0 0 . 5 0 E L 2 1 2 . 2 9 +1.50%+2.00% +0.00% -6.50 % 21 2 . 0 4 21 2 . 2 9 0+00 21 1 . 6 8 21 1 . 9 3 0+40 -0.66% -0.66% -6.50 % FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE F F F F F F F F F F F F F F F 0+00 0+40 9099 & 9125 SW LOCUST ST SW L O C U S T S T 13 . 5 ' 3' 3' 6' 6' MATCH MATCH 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+29.33 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN.9. 7 7 ' 10 . 0 8 ' 0+00.00 9099 & 9125 SW LOCUST ST 5+60 SW LOCUST ST= 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8120 C-502 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 0 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 RECORD DRAWING F FFFFF F F F F F F 0+00 0+40 9015 SW LOCUST ST (WEST) SW L O C U S T S T MATCH MATCH 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+34.17 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 0+00.00 9015 SW LOCUST ST( (WEST) 5+97.39 SW LOCUST ST= 23 . 2 8 ' 24 . 6 3 ' 7.50' 6' 6' R 3 ' L 3 . 3 9 ' 22 ' 3' 3' 3.06' 6.76' 13 . 3 4 ' BOTTOM OF CURB FG 211.92 BOTTOM OF CURB FG 211.47 GRADE TO DRAIN. (3:1 MAX SLOPES) 9015 SW LOCUST ST (WEST) 210 215 210 215 10.00' VC K =1.29 PVI 0+29.17 EL 211.23 BV C 0 + 2 4 . 1 7 EL 2 1 1 . 5 5 EV C 0 + 3 4 . 1 7 EL 2 1 1 . 2 9 LOW PT 0+32.53 EL 211.28 PV I 0 + 0 0 . 0 0 E L 2 1 2 . 1 8 PV I 0 + 1 1 . 5 0 E L 2 1 2 . 3 7 PV I 0 + 0 5 . 5 0 E L 2 1 2 . 2 8 PV I 0 + 0 0 . 5 0 E L 2 1 2 . 1 8 +1.50%+2.00% -0.00%-6.50% -6.50 % 1.27% 21 1 . 9 6 21 2 . 1 8 0+00 21 1 . 2 7 21 1 . 8 2 0+40 +1.27% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 9015 SW LOCUST ST (EAST) 209 210 209 210 10.00' VC K =1.04 PVI 0+23.27 EL 210.28 BV C 0 + 1 8 . 2 7 EL 2 1 0 . 6 1 EV C 0 + 2 8 . 2 7 EL 2 1 0 . 4 4 LOW PT 0+25.01 EL 210.39 PV I 0 + 0 0 . 0 0 E L 2 1 0 . 8 6 PV I 0 + 1 1 . 5 0 E L 2 1 1 . 0 5 PV I 0 + 0 0 . 5 0 E L 2 1 0 . 8 6 PV I 0 + 0 5 . 5 0 E L 2 1 0 . 9 6 +1.50% -0.00% +2.00%-6.50 % -6.50%3.13% 21 0 . 6 0 0+00 21 0 . 2 4 21 0 . 5 1 21 0 . 8 3 0+40 +3.13% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE F F F F F F F F F F F F F F F F F F F F F F F 0+00 0+40 SW L O C U S T S T MATCH MATCH 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+28.27 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 11 . 2 7 ' 13 . 3 5 ' R 2 5 ' L 1 4 . 3 2 ' R 2 5 ' L 1 4 . 3 6 ' 0+00.00 9015 SW LOCUST ST (EAST) 7+09.93 SW LOCUST ST= 6' 6' 22 ' 3' 3' 9015 SW LOCUST ST (EAST) 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8121 C-503 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 3 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 1 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 R2 0 ' L1 5 . 9 3 ' R57 . 9 2 ' L8.2 3 ' 2.98 ' 6.57' 2.65' 0.39' RECORD DRAWING F F F F F F FFFFF F F F F F F F 0+00 0+40 8955 SW LOCUST ST SW L O C U S T S T MATCH MATCH 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+23.09 EXTG. EXTG. CONC. DWY. NEW CONC. DWY. CONN. 8' 8' 0+00.00 8955 SW LOCUST ST 9+38.47 SW LOCUST ST= SEE SHT. C-403 16 ' 3' 3' 6' 8955 SW LOCUST ST 201 205 201 205 11.59' VC K =2.66 PVI 0+17.30 EL 202.07 BV C 0 + 1 1 . 5 0 EL 2 0 2 . 3 0 EV C 0 + 2 3 . 0 9 EL 2 0 2 . 0 9 LOW PT 0+22.14 EL 202.09 PV I 0 + 0 0 . 0 0 E L 2 0 2 . 1 1 PV I 0 + 0 5 . 5 0 E L 2 0 2 . 2 1 PV I 0 + 0 0 . 5 0 E L 2 0 2 . 1 1 +2.00% -0.00% +1.50% -4.00%0.36% 20 1 . 9 9 20 2 . 1 1 0+00 20 1 . 9 6 20 2 . 1 0 20 2 . 8 6 0+40 +4.35% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 8915 SW LOCUST ST 198 200 198 200PV I 0 + 0 0 . 0 0 E L 1 9 9 . 0 2 PV I 0 + 0 5 . 5 0 E L 1 9 9 . 1 2 PV I 0 + 0 0 . 5 0 E L 1 9 9 . 0 2 PV I 0 + 1 1 . 5 0 E L 1 9 9 . 2 1 PV I 0 + 1 8 . 5 4 E L 1 9 9 . 6 7 +2.00%+0.00%+1.50%+6.56% 19 8 . 9 9 19 9 . 0 2 0+00 19 9 . 7 5 0+40 +5.33% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE FFF F F F F F F F F F F F F F F F F F F 0+00 0+40 8915 SW LOCUST ST SW L O C U S T S T MATCH EXISTING JOINT MATCH EXISTING JOINT 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+18.54 EXTG. EXTG. CONC. DWY. NEW CONC. DWY. CONN. 10 ' 10 ' 0+00.00 8915 SW LOCUST ST 10+38.33 SW LOCUST ST= 20 ' 3' 3' 6' 6' 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8122 C-504 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 4 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 2 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 RECORD DRAWING F F F F F F F F F F F F FFFF F F F F F F F F 0+00 0+40 8875 SW LOCUST ST SW L O C U S T S T MATCH EXISTING JOINT MATCH EXISTING JOINT 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+22.24 EXTG. EXTG. CONC. DWY. NEW CONC. DWY. CONN. 10 ' 10 ' 0+00.00 8875 SW LOCUST ST 11+26.14 SW LOCUST ST= 20 ' 3' 3' 6' 6' 8875 SW LOCUST ST 196 200 196 200 PV I 0 + 0 0 . 0 0 E L 1 9 7 . 2 1 PV I 0 + 0 5 . 5 0 E L 1 9 7 . 3 1 PV I 0 + 0 0 . 5 0 E L 1 9 7 . 2 1 PV I 0 + 1 1 . 5 0 E L 1 9 7 . 4 0 PV I 0 + 2 2 . 2 4 E L 1 9 7 . 4 7 +2.00% +0.00% +1.50%+0.67% 19 7 . 2 4 19 7 . 2 1 0+00 19 7 . 5 1 19 7 . 4 6 0+40 -1.10% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 8755 SW LOCUST ST (WEST) 195 200 195 200 PV I 0 + 0 0 . 0 0 E L 1 9 6 . 0 4 PV I 0 + 0 0 . 5 0 E L 1 9 6 . 0 4 PV I 0 + 0 5 . 5 0 E L 1 9 6 . 1 4 PV I 0 + 1 1 . 5 0 E L 1 9 6 . 2 3 PV I 0 + 1 6 . 2 7 E L 1 9 6 . 3 6 -0.00% +2.00%+1.50%+2.80% 19 6 . 1 0 19 6 . 0 4 0+00 19 6 . 5 3 0+40 +4.57% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE F F F F F F F F F F F F F F F F F F 0+00 0+40 8755 SW LOCUST ST (WEST) SW L O C U S T S T 3' 20 ' 3' 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+16.27 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 10 . 3 8 ' 0+00.00 8755 SW LOCUST ST (WEST) 12+02.61 SW LOCUST ST= 10 . 3 8 ' 6. 0 8 ' 6. 0 8 ' 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8123 C-505 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 5 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 2 9 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 RECORD DRAWING F F F F F F F F F F F F F F F F F F F FF F F F F F F F 0+00 0+40 8755 SW LOCUST ST (EAST) S W L O C U S T S T 34 ' 3' MATCH MATCH 0+00.00 8755 SW LOCUST ST (EAST) 13+27.72 SW LOCUST ST= 0+00 FACE OF CURB 0+11.50 BACK OF WALK 0+25.27 EXTG. EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 45 . 9 7 ' 25 . 0 3 ' 3' 6' 6' 6.89' 8755 SW LOCUST ST (EAST) 192 195 192 195 PV I 0 + 0 0 . 0 0 E L 1 9 3 . 3 2 PV I 0 + 0 0 . 5 0 E L 1 9 3 . 3 2 PV I 0 + 0 5 . 5 0 E L 1 9 3 . 4 2 PV I 0 + 1 1 . 5 0 E L 1 9 3 . 5 1 PV I 0 + 2 6 . 7 4 E L 1 9 2 . 9 7 +0.00% +2.00%+1.50%-3.53% 19 3 . 3 0 19 3 . 3 2 0+00 19 2 . 9 5 19 3 . 2 0 0+40 -2.02% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 8705 SW LOCUST ST 185 190 185 190 PV I 0 + 0 0 . 0 0 E L 1 8 6 . 4 7 PV I 0 + 0 6 . 5 0 E L 1 8 6 . 5 6 PV I 0 + 0 0 . 5 0 E L 1 8 6 . 4 7 PV I 0 + 1 2 . 9 1 E L 1 8 6 . 6 7 +1.50% +0.00% +1.82% 18 6 . 1 7 18 6 . 4 7 0+00 18 6 . 6 8 18 7 . 1 6 0+40 +1.49% FINISHED GRADE AT DRIVEWAY CENTERLINE EXISTING GROUND AT DRIVEWAY CENTERLINE 0+00 0+40 8705 SW LOCUST ST SW L O C U S T S T MATCH MATCH 0+00 FACE OF CURB 0+06.50 BACK OF WALK 0+13.02 EXTG.EXTG. ASPH. DWY. NEW ASPH. DWY. CONN. 9. 7 5 ' 14 . 3 3 ' 0+00.00 8705 SW LOCUST ST 16+73.74 SW LOCUST ST= 23 . 8 ' 6' 6. 5 ' 7. 2 5 ' 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8124 C-506 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 6 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 3 5 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DR I V E W A Y D E T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 HORIZ. VERT. Scale 1" = 0 0 5 10 5' 1.25 2.50.625 2.5 RECORD DRAWING F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F MATCH EXTG.MATCH EXTG. GRADE ASPHALT TO DRAIN TO NEW INLET 8705 SW LOCUST ST SW LOCUST ST PRESERVE AND PROTECT EXISTING WATER METER INSTALL NEW PCC DRAINAGE CURBS AS SHOWN OR DIRECTED BY CITY SW H A L L B L V D MINIMUM 2" THICKNESS OR MATCH EXISTING PAVEMENT, WHICHEVER IS GREATER 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8125 C-507 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 4 0 1 - C - 4 0 7 . d w g L a y o u t T a b : C- 5 0 7 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 3 9 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D GR A D I N G D E T A I L 95073 (COT) FEBRUARY 2024 KSR PPG Scale 1" = 0 5 10 5' 2.5 RECORD DRAWING 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8126 C-601 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 6 0 1 . d w g L a y o u t T a b : C- 6 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 2 : 5 9 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DE T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB-304-1 WATER QUALITY FLOW RATE (cfs [L/s])0.021 CFS* PEAK FLOW RATE (cfs [L/s])0.15 CFS RETURN PERIOD OF PEAK FLOW (yrs)25 CARTRIDGE SIZE (27, 18)18 CARTRIDGE FLOW RATE 0.028 CFS MEDIA TYPE (PERLITE, ZPG, PSORB)PSORB NUMBER OF CARTRIDGES REQUIRED 1 RIM ELEVATION 196.30 PIPE DATA:INVERT MATERIAL DIAMETER INLET PIPE 1 NA NA NA INLET PIPE 2 NA NA NA OUTLET PIPE 191.26 PER SPECS 12" NOTES: *THE TOTAL WATER QUALITY FLOW RATE FOR THE CENTRAL AND EAST DRAINAGE BASINS ARE ACCOUNTED FOR WITH STRUCTURES CB-303-2 AND CB-304-1 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB-303-2 WATER QUALITY FLOW RATE (cfs [L/s])0.021 CFS* PEAK FLOW RATE (cfs [L/s])0.15 CFS RETURN PERIOD OF PEAK FLOW (yrs)25 CARTRIDGE SIZE (27, 18)18 CARTRIDGE FLOW RATE 0.028 CFS MEDIA TYPE (PERLITE, ZPG, PSORB)PSORB NUMBER OF CARTRIDGES REQUIRED 1 RIM ELEVATION 206.17 PIPE DATA:INVERT MATERIAL DIAMETER INLET PIPE 1 NA NA NA INLET PIPE 2 NA NA NA OUTLET PIPE 200.56 PER SPECS 12" NOTES: *THE TOTAL WATER QUALITY FLOW RATE FOR THE CENTRAL AND EAST DRAINAGE BASINS ARE ACCOUNTED FOR WITH STRUCTURES CB-303-2 AND CB-304-1 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB-301-2 WATER QUALITY FLOW RATE (cfs [L/s])0.017 CFS PEAK FLOW RATE (cfs [L/s])0.16 CFS RETURN PERIOD OF PEAK FLOW (yrs)25 CARTRIDGE SIZE (27, 18)18 CARTRIDGE FLOW RATE 0.028 CFS MEDIA TYPE (PERLITE, ZPG, PSORB)PSORB NUMBER OF CARTRIDGES REQUIRED 1 RIM ELEVATION 210.35 PIPE DATA:INVERT MATERIAL DIAMETER INLET PIPE 1 NA NA NA INLET PIPE 2 NA NA NA OUTLET PIPE 205.75 PER SPECS 12" NOTES/SPECIAL REQUIREMENTS: RECORD DRAWING 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8127 C-602 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 6 0 1 . d w g L a y o u t T a b : C- 6 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 1 0 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DE T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG RECORD DRAWING 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R REGIS T E R E D PROFES S IO N A L K E N NETH S . R E H M S E N G I NE E R J A N. 15 2 0 0 2 48570PE OREGON EXPIRES: 12/31/2026 SHEET ID SHEET OF 8128 C-603 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 6 0 1 . d w g L a y o u t T a b : C- 6 0 3 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 1 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D DE T A I L S 95073 (COT) FEBRUARY 2024 KSR PPG 6'6" VARIES, 24" MAX. 12" 12"18" 12" FINISHED GRADE 3 1/2" KICKER1.50% STD. 4" THICK P.C. CONC. SIDEWALK 6" X 6" - W1.4 X W1.4 WELDED WIRE FABRIC CENTERED IN SIDEWALK SLAB MIN. OF 2" COVER ON REINFORCED ENDS. Monolithic Sidewalk with Wall NTS 2" COMP. AGGREGATE BASE 2" MIN. COMP. AGGREGATE BASE EDGE DETAIL (NO CURB)(CURB & GUTTER)(STANDARD CURB) SECTION B-B CUT & MILL DETAIL CL SECTION A-A 14' PARABOLIC PROFILE SIGNING AND PAVEMENT MARKING DETAILS SPEED HUMP (TYPICAL) DIRECTION OF TRAVEL 1'1'1'1'1'1'1' 0. 8 " 1. 5 " 2. 0 " 2. 4 " 2. 8 " 2. 9 " 3. 0 " L=14' 7'5.5'1.5' MATCH EXISTING ROAD SURFACE ROAD SURFACE 12"-24" GAP 6"-12" SLOPE CURB FACE 1.5'TACK COAT 18" GAP 6"-12" SLOPE CURB FACE 1.5'TACK COAT EDGE OF PAVEMENT 6"-12" SLOPE 1.5'TACK COAT CURB FACE DIRECTION OF TRAVEL CURB FACE DIRECTION OF TRAVEL 1.5' 1.5' A A B DIRECTION OF TRAVEL CURB FACE DIRECTION OF TRAVEL CENTER OF SPEED HUMP A A B B CLCL 6' 6' 2' 5' M I N 14' 1' 1' 22 " 22" EDGE OF PAVEMENT B 18" T=6" to 12" FULL DEPTH (MAX) 1" (MIN) CUT OR MILL CUT OR MILL CUT OR MILL CUT OR MILLFULL DEPTH (MAX) 1" (MIN)FULL DEPTH (MAX) 1" (MIN) CUT OR MILL FULL DPETH (MAX) 1" (MIN) THE ROAD SURFACE SHALL BE CUT OR MILLED AT TAPERED EDGES AROUND THE PERIMETER OF THE HUMP. NOTE: PLACE MARKINGS IN THE TRAVEL LANES. MARKING MAY BE PLACED ON THE CUSHION OR BETWEEN CUSHIONS. PROVIDE TWO MARKINGS IF ON-STREET PARKING WOULD OBSCURE A SINGLE MARKING. Speed Cushion Detail NTS GUTTER EDGE 6' Staking Location Detail NTS STAKING LOCATION CURB & GUTTER STAKING LOCATION CURB & GUTTER âž¤âž¤âž¤âž¤ STAKING LOCATION DITCH FLOW LINE STAKING LOCATION CURB & GUTTER STAKING LOCATION STAKING LOCATION (CENTER OF STRUCTURE) CATCH BASIN (CG-2) CATCH BASIN (CG-30) DITCH INLET AREA DRAIN TYPE 2 STORMFILTER CATCH BASIN MANHOLE CLEANOUT SMOOTH FINISH EXPOSED WALL RECORD DRAWING SW L I N C O L N S T SW 9 2 N D A V E SW LOCUST ST SW LOCUST ST 9245 SW LOCUST ST 9175 SW LOCUST ST 9145 SW LOCUST ST 9125 SW LOCUST ST 1+00 2+00 3+00 4+00 5+00 8' 7. 9 ' 6' 10 . 8 ' 6' 11 . 2 ' SW 9 0 T H A V E SW LOCUST ST SW 9 0 T H A V E 90 9 9 S W L O C U S T S T 9015, 9055, 10015 SW LOCUST ST 8955 SW LOCUST ST 6+00 7+00 8+00 9+00 10+00 11+00 6'6'6' 11 ' 10 . 6 ' 6' 11 ' 10 . 4 ' 11 . 2 ' 6' 11 . 1 ' 6' 10 . 9 ' 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R MA T C H L I N E S T A . 5 + 5 0 - S E E B E L O W MA T C H L I N E S T A . 1 1 + 0 0 - S E E S H E E T C- 7 0 2 MA T C H L I N E S T A . 5 + 5 0 - S E E A B O V E Scale 1" = 0 20 40 20' 10 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R SHEET ID SHEET OF 8129 C-701 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 7 0 1 - C - 7 0 2 . d w g L a y o u t T a b : C- 7 0 1 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 4 1 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D SI G N I N G A N D S T R I P I N G P L A N 95073 (COT) FEBRUARY 2024 BJ BJ GENERAL NOTES 1.ALL EXISTING STRIPING WITHIN PAVING LIMITS WILL BE REMOVED AS PART OF NEW CONSTRUCTION. EXISTING STRIPING SHALL BE REMOVED BY HYDRO BLASTING. 2.REPLACE ALL EXISTING STRIPING TO REMAIN THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION. 3.SEE ODOT STD. DWG. TM500, TM503, AND SHEET C-705 FOR STRIPING DETAILS. 4.ALL SIGNING SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AND THE OREGON SUPPLEMENT. 5.EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAINTAIN AND PROTECT ALL PRIVATE SIGNS AND TRIMET SIGNS. 6.SEE COH STD. DET. 405, ODOT STD. DWG. TM200, TM240, TM457, TM467, TM 493, TM677, TM681, AND TM687 FOR SIGN DETAILS. SEE SHEETS C-704 AND C-705 FOR SIGN SCHEDULE. 7.CITY TO SUPPLY NEW SCHOOL FLASHER EQUIPMENT FOR INSTALLATION BY CONTRACTOR. CONTRACTOR TO NOTIFY WASHINGTON COUNTY FOR SCHOOL FLASHER PROGRAMMING. LEGEND SEE ODOT STD. DWG. TM500, TM503, AND SHEET C-705 FOR STRIPING DETAILS. INSTALL NEW SIGN (N). SEE SHEET C-704 AND C-705 FOR SIGN SCHEDULE INSTALL NEW SIGN (N) ON NEW (M) SUPPORT REMOVE EXISTING SIGN (N) AND SUPPORT REINSTALL EXISTING SIGN (N) ON NEW (M) SUPPORT MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT N = SIGN NUMBER M = SUPPORT MATERIAL S = PERFORATED STEEL SQUARE TUBE SIGN SUPPORT P = STEEL POLE EX5 S RE15 P 105 LF 33 LF 90 SF CW-SC126 SF RELOCATE EXISTING SIGN (N), POLE, AND BASE ON NEW CONCRETE FOOTING.C = CROSSWALK CLOSURE SUPPORT L = LUMINAIRE POLE REMOVE BOLLARD STA 2+10 (RELOCATE TO STA 5+98, SEE BELOW) (RELOCATED FROM STA 3+64, SEE ABOVE)(RELOCATE BUMP SIGN TO EXISTING LUMINAIRE POLE AT STA 13+05, SEE SHEET C-702) STA 8+28 102 C RX4 RX11 101 103 S RX12 S RI2 S RI2 S 102 C EX7 L RX5 S RE15 P ND CW-SC RI1 RI1 102 C102 C RI8 S RI14 RI8 S RI14 114 SF BS EX5 S 102 C EX13 L 102 C EX6 S 108 SF CW-SC CCH RX16 S 102 C CW-SC 102 C RI5 S RI1 R12 S RI1 RI3 104EX2 S EX1 EX1 RE15 P X N N M RXN RIN REN EXN CW-SC BS 49 LF W 9 LFW-2 487 LFW-2 R = RECTANGULAR RAPID FLASHING BEACON ASSEMBLY 106 R 100 104 106 R 100 7 LFW-2 9 LFW-2 526 LFW-2 50 LF W-2 60 LF W-2 107 S SEE NOTE 7. RX16 S RX11 RX4 103 S 101 STA 8+58BS (REMOVE EXISTING BIKE LANE STANDARD STENCIL) RECORD DRAWING REGIS T E R E D PROFES S IO N A L B HA UVES H J A Y A E N G I NE E R N O V. 14 , 2 0 2 3 102716PE OREGON RENEWS: JUNE 30, 2025 SW L O C U S T S T SW J E F F E R S O N S T SW 8 7 T H A V E 8875 SW LOCUST ST 8755, 8775, 8815 SW LOCUST ST 8755, 8775, 8815 SW LOCUST ST 8719, 8721 SW LOCUST ST 11+00 12+00 13+0 0 14+ 0 0 15+00 16+00 PC 1 1 + 5 5 . 6 3 PT 1 3 + 4 0 . 5 1 PC 1 4 + 1 3 . 5 5 PT 1 5 + 9 7 . 2 4 PC C 1 2 + 0 4 . 1 PT 1 3 + 2 4 . 6 R3 7 5 ' PC 1 4 + 0 8 . 6 R4 7 5 ' 8.2 ' 6' 8.3 ' 11 . 4 ' 11 . 1 ' 6' 10 . 9 ' 5' 5.1 ' RIGHT OF WAY SW LOCUST ST SW 8 7 T H A V E SW H A L L B L V D 8705 SW LOCUST ST 8627, 10105, 10115, 10125 SW LOCUST ST 16+00 17+00 18+00 PI 1 8 + 5 5 . 8 1 PC 1 3 + 2 4 . 6 11 . 1 ' PR C 1 3 + 2 4 . 6 11 . 0 ' R5 0 0 ' PT 1 3 + 2 4 . 6 11 . 0 ' 11 ' 5. 7 ' R4 5 0 ' 8' RIGHT OF WAY 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R MA T C H L I N E S T A . 1 6 + 0 0 - S E E B E L O W MA T C H L I N E S T A . 1 1 + 0 0 - S E E S H E E T C- 7 0 1 Scale 1" = 0 20 40 20' 10 SHEET ID SHEET OF 8130 C-702 MA T C H L I N E S T A . 1 6 + 0 0 - S E E A B O V E (RELOCATED BUMP SIGN FROM STA 6+55, SEE SHEET C-701) STA 13+00 LEGEND INSTALL NEW SIGN (N). SEE SHEET C-704 AND C-705 FOR SIGN SCHEDULE INSTALL NEW SIGN (N) ON NEW (M) SUPPORT REMOVE EXISTING SIGN (N) AND SUPPORT REINSTALL EXISTING SIGN (N) ON NEW (M) SUPPORT MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT N = SIGN NUMBER M = SUPPORT MATERIAL S = PERFORATED STEEL SQUARE TUBE SIGN SUPPORT P = STEEL POLE RELOCATE EXISTING SIGN (N), POLE, AND BASE ON NEW CONCRETE FOOTING.REN C = CROSSWALK CLOSURE SUPPORT L = LUMINAIRE POLE 108 RI8 S EX5 S 105 S RI5 L BMP CCH STA 15+00BMP EX2 S EX1 EX1 EX3 RI9 S STA 17+90 BS X N N M RXN RIN EXN BB-TS 30 LF W-2 147 LFW-2 R = RECTANGULAR RAPID FLASHING BEACON ASSEMBLY SEE ODOT STD. DWG. TM500, TM503, AND SHEET C-705 FOR STRIPING DETAILS. GENERAL NOTES 1.ALL EXISTING STRIPING WITHIN PAVING LIMITS WILL BE REMOVED AS PART OF NEW CONSTRUCTION. EXISTING STRIPING SHALL BE REMOVED BY HYDRO BLASTING. 2.REPLACE ALL EXISTING STRIPING TO REMAIN THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION. 3.SEE ODOT STD. DWG. TM500, TM503, AND SHEET C-705 FOR STRIPING DETAILS. 4.ALL SIGNING SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AND THE OREGON SUPPLEMENT. 5.EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAINTAIN AND PROTECT ALL PRIVATE SIGNS AND TRIMET SIGNS. 6.SEE COH STD. DET. 405, ODOT STD. DWG. TM200, TM240, TM457, TM467, TM 493, TM677, TM681, AND TM687 FOR SIGN DETAILS. SEE SHEETS C-704 AND C-705 FOR SIGN SCHEDULE. 7.CITY TO SUPPLY NEW SCHOOL FLASHER EQUIPMENT FOR INSTALLATION BY CONTRACTOR. CONTRACTOR TO NOTIFY WASHINGTON COUNTY FOR SCHOOL FLASHER PROGRAMMING. F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 7 0 1 - C - 7 0 2 . d w g L a y o u t T a b : C- 7 0 2 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 4 3 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D SI G N I N G A N D S T R I P I N G P L A N 95073 (COT) FEBRUARY 2024 BJ BJ REGIS T E R E D PROFES S IO N A L B HA UVES H J A Y A E N G I NE E R N O V. 14 , 2 0 2 3 102716PE OREGON RENEWS: JUNE 30, 2025 VARIES 40' BB-TS 197 LF STA 16+54.6BS 16 LF W RX10 STA 12+88.7 BS 29 LF W 8" 12" 4" WHITE 18' BIKE BUFFER WITH TRANSVERSE BARS No.Revision Date By App'd 1 REMOVED SLM STRIPING 07/29/24 PPG 1 RECORD DRAWING BUMP 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R SHEET ID SHEET OF 8131 C-703 STREET NAME STOP SPEED LIMIT 25 SPEED 25 R2-1 24" x 30" 6 7 8 NO PARKING HERE TO CORNER 9 S1-1 30" x 30" AHEAD 10 SPEED 20 WHEN FLASHING EXISTING TRAFFIC SIGN LEGEND 1 2 3 4 5 OR22-7 CLOSED 24" x 18" CROSSWALK DEAD END NO PARKING THIS SIDE OF STREET LIMIT DEAD END NO THRU TRUCKS OVER 20,000 G.V.W.R YOUR SPEED SCHOOL END SPEED LIMIT W16-7P 24" x 12" S5-3 24" x 30" BUMP W8-1 30" x 30" NEW TRAFFIC SIGN LEGEND 11 13 14 15 1612 100 101 102 103 104 105 PUSH BUTTONTO TURNON WARNING LIGHTS panelStyle:WORKING.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:0heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 R10-25 12" x 9" 106 F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 7 0 1 - C - 7 0 2 . d w g L a y o u t T a b : C- 7 0 3 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 4 6 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D SI G N I N G D E T A I L S 95073 (COT) FEBRUARY 2024 BJ BJ 107 S4-3P 24" x 8" 108 NEW SCHOOL FLASHER (SYMBOL N/A)SCHOOL RECORD DRAWING REGIS T E R E D PROFES S IO N A L B HA UVES H J A Y A E N G I NE E R N O V. 14 , 2 0 2 3 102716PE OREGON RENEWS: JUNE 30, 2025 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R SHEET ID SHEET OF 8132 C-704 GENERAL SIGNING NOTES 1.ALL SIGNING SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 2.EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAINTAIN AND PROTECT ALL PRIVATE SIGNS AND TRIMET SIGNS. 3.SEE COT STD. DET. 405, ODOT STD. DWG. TM200, TM240, TM681, AND TM687 FOR SIGN INSTALLATION DETAILS. SIGN SCHEDULE SIGN NO. APPROX. SIGN LOCATION SIGN DIMENSIONS TYPE OF SUPPORT POST SIZE REMARKS WIDTH HEIGHT SIGN TYPE SIGN DESCRIPTION ST E E L TE L E S P A R CR O S S W A L K CL O S U R E SU P P O R T ST E E L P O L E LU M I N A I R E PO L E RR F B SU P P O R T SIZE LENGTH 1 STA. 2+37 LT -8"D-3 SW 92ND AVE X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 2+37 LT -8"D-3 SW LOCUST ST X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 8+67 LT -8"D-3 SW 92ND AVE X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 8+67 LT -8"D-3 SW LOCUST ST X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST 2 STA. 2+37 LT 30"30"R1-1 STOP X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 8+67 LT 30"30"R1-1 STOP X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST 3 STA. 2+37 LT 36"8"W14-1a DEAD END (ARROW)X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST 5 STA. 2+99 LT 30"30"W8-1 BUMP X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 13+05 RT 30"30"W8-1 BUMP REINSTALL EXISTING SIGN ON EXISTING LUMINAIRE POLE 8 STA. 8+36 LT 36"36"S1-1 SCHOOL CROSSING X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 8+49 LT 36"36"S1-1 SCHOOL CROSSING X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST STA. 13+06 LT 36"36"S1-1 SCHOOL CROSSING X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST 9 STA.17+94 LT NO THRU TRUCKS OVER 20,000 G.V.W.R X 2" X 2"10' REINSTALL EXISTING SIGN ON NEW POST SIGN SCHEDULE SIGN NO. APPROX. SIGN LOCATION SIGN DIMENSIONS TYPE OF SUPPORT POST SIZE REMARKS WIDTH HEIGHT SIGN TYPE SIGN DESCRIPTION ST E E L TE L E S P A R CR O S S W A L K CL O S U R E SU P P O R T ST E E L P O L E LU M I N A I R E PO L E RR F B SU P P O R T SIZE LENGTH 14 STA. 8+36 LT 24"12"W16-7P ARROW (LEFT-DOWN)X 2" X 2"10' REINSTALL EXISTING SIGN BELOW S1-1 SIGN ON NEW POST STA. 8+49 RT 24"12"W16-7P ARROW (LEFT-DOWN)X 2" X 2"10' REINSTALL EXISTING SIGN BELOW S1-1 SIGN ON NEW POST 15 STA. 5+81 LT YOUR SPEED X RELOCATE EXISTING SIGN, POLE, AND BASE ON NEW CONCRETE FOOTING. STA. 5+98 RT YOUR SPEED X RELOCATE EXISTING SIGN, POLE, AND BASE ON NEW CONCRETE FOOTING. 100 STA. 3+47 LT 24"12"W16-7P ARROW (LEFT-DOWN)INSTALL SIGN ON RRFB ASSEMBLY PER ODOT DETAIL TM493.STA. 3+52 RT 24"12"W16-7P ARROW (LEFT-DOWN) 101 STA. 1+32 LT 24"30"R2-1 SPEED LIMIT (25)X 2" X 2"10' INSTALL NEW SIGN ABOVE S5-3 SIGN ON NEW POST. STA. 10+65 RT 24"30"R2-1 SPEED LIMIT (25)X 2" X 2"10' F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 7 0 1 - C - 7 0 2 . d w g L a y o u t T a b : C- 7 0 4 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 4 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D SI G N I N G D E T A I L S 95073 (COT) FEBRUARY 2024 BJ BJ RECORD DRAWING REGIS T E R E D PROFES S IO N A L B HA UVES H J A Y A E N G I NE E R N O V. 14 , 2 0 2 3 102716PE OREGON RENEWS: JUNE 30, 2025 44 1 2 S C o r b e t t A v e n u e Po r t l a n d , O R 9 7 2 3 9 50 3 . 2 4 8 . 1 9 3 9 PB S E n g i n e e r i n g a n d En v i r o n m e n t a l I n c . pb s u s a . c o m DESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. Know what'sbelow. before you dig.Call R SHEET ID SHEET OF 8133 C-705 GENERAL SIGNING NOTES 1.ALL SIGNING SHALL CONFORM TO THE REQUIRED SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 2.EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MAINTAIN AND PROTECT ALL PRIVATE SIGNS AND TRIMET SIGNS. 3.SEE COT STD. DET. 405, ODOT STD. DWG. TM200, TM240, TM681, AND TM687 FOR SIGN INSTALLATION DETAILS. SIGN SCHEDULE SIGN NO. APPROX. SIGN LOCATION SIGN DIMENSIONS TYPE OF SUPPORT POST SIZE REMARKS WIDTH HEIGHT SIGN TYPE SIGN DESCRIPTION ST E E L TE L E S P A R CR O S S W A L K CL O S U R E SU P P O R T ST E E L P O L E LU M I N A I R E PO L E RR F B SU P P O R T SIZE LENGTH 102 STA. 2+24 LT 24"18"OR22-7 CROSSWALK CLOSED X INSTALL NEW SIGN ON NEW POST, SEE ODOT STD. DWG. 240 STA. 2+24 RT 24"18"OR22-7 CROSSWALK CLOSED X STA. 2+75 RT 24"18"OR22-7 CROSSWALK CLOSED X STA. 2+85 LT 24"18"OR22-7 CROSSWALK CLOSED X STA. 7+71 RT 24"18"OR22-7 CROSSWALK CLOSED X STA. 7+73 LT 24"18"OR22-7 CROSSWALK CLOSED X STA. 9+20 LT 24"18"OR22-7 CROSSWALK CLOSED X STA. 9+20 RT 24"18"OR22-7 CROSSWALK CLOSED X 103 STA. 1+32 LT 24"30"S5-3 END SCHOOL SPEED LIMIT X 2" X 2"10'INSTALL NEW SIGN BELOW R2-1 SIGN ON NEW POSTSTA. 10+65 RT 24"30"S5-3 END SCHOOL SPEED LIMIT X 2" X 2"10' 104 STA. 3+47 LT 30"30"S1-1 PEDESTRIAN CROSSING INSTALL SIGN ON RRFB ASSEMBLY PER ODOT DETAIL TM493STA. 3+52 RT 30"30"S1-1 PEDESTRIAN CROSSING 105 STA. 15+97 LT 30"30"W8-1 BUMP X 2" X 2"10' INSTALL NEW SIGN ON NEW POST 106 STA. 3+47 LT 12"9"R10-25 PUSH BUTTON SIGN INSTALL SIGN ON RRFB ASSEMBLY PER ODOT DETAIL TM493 & TM467STA. 3+52 RT 12"9"R10-25 PUSH BUTTON SIGN 107 STA. 10+87 LT SCHOOL FLASHER EQUIPMENT SUPPLIED BY CITY INSTALL NEW SIGN ON NEW POST 108 STA. 13+05 LT 24"9"S4-3P SCHOOL INSTALL NEW SIGN BELOW S1-1 SIGN ON NEW POST 8' 6' BUMP LEGEND NOTES: 1.LEFT EDGE OF 'B' SHALL BE 3' FROM CENTERLINE. 2.TOP OF LETTERING SHALL BE 50 ' FROM NEAR EDGE OF CUSHION. 3.FOR LETTER PROPORTION DETAILS, SEE CURRENT VERSION OF STANDARD HIGHWAY SIGNS. SPEED CUSHION LEGEND NOTES: 1.PAYMENT SHALL BE ON A PER EACH BASIS, REGARDLESS OF WIDTH. EDGE OF CUSHION GENERAL STRIPING NOTES: 1.LANE DIMENSIONS SHALL BE MEASURED FROM CENTER OF STRIPE TO CENTER OF STRIPE OR FROM EDGE OF PAVEMENT OR CURB TO CENTER OF STRIPE. 2.WHERE DIMENSIONS DON'T EXACTLY MATCH AVAILABLE PAVEMENT WIDTHS, ADJUST DIMENSIONS PROPORTIONALLY OR AS DIRECTED BY ENGINEER. 3.MEASUREMENT FOR ALL TRAFFIC STRIPES SHALL BE MEASURED ALONG THE ENTIRE LENGTH OF THE TRAFFIC STRIPE. SEE SECTION 00865 OF THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION FOR SPECIFICS REGARDING THE MEASUREMENT AND PAYMENT OF THE LONGITUDINAL STRIPING BID ITEMS. 4.CONTRACTOR SHALL OBTAIN CITY APPROVAL OF STRIPING LAYOUT 24 HOURS BEFORE STRIPING. 5.CONTRACTOR SHALL WORK WITH ENGINEER ON LAYOUT OF STRIPING. ALL STRIPING LAYOUT MUST BE SPECIFICALLY APPROVED BY ENGINEER BEFORE STRIPING WORK STARTS ON EACH STREET. 6.INSTALL MONO-DIRECTIONAL BLUE TYPE 1AR PAVEMENT MARKERS ADJACENT TO ALL FIRE HYDRANTS 1' OFF OF STRIPED OR STREET CENTERLINE ON HYDRANT. 7.CONTRACTOR SHALL REPLACE ANY STOP BARS OR OTHER PAVEMENT MARKINGS INCLUDING THOSE ON SIDE STREETS AND DRIVEWAYS, REMOVED OR COVERED BY THIS PROJECT AS DIRECTED BY ENGINEER. 8.ALL LEGENDS, ARROWS, AND BARS SHALL BE PRE-FORMED, FUSED THERMOPLASTIC FILM TYPE B-HS UNLESS OTHERWISE. 9.ALL LONGITUDINAL MARKINGS SHALL BE THERMOPLASTIC, EXTRUDED, SURFACE, NON-PROFILED UNLESS OTHERWISE APPROVED OR SHOWN. 10.FOR ADDITIONAL DETAILS, SEE ODOT STANDARD DRAWINGS TM500 SERIES. 11.REMOVE STRIPING FROM EXISTING PAVEMENT AS NECESSARY AND SHOWN AT NO ADDITIONAL COST. BMP CCH 1' 1' 6' 6' 22" 22 " F i l e n a m e : l: \ P r o j e c t s \ 7 4 0 0 0 \ 7 4 2 7 2 \ 7 4 2 7 2 - 0 0 0 \ C i v i l \ C A D \ W o r k i n g \ S h e e t s \ 9 0 % C D s \ 7 4 2 7 2 . 0 0 0 - C - 7 0 1 - C - 7 0 2 . d w g L a y o u t T a b : C- 7 0 5 U s e r : Jo s h P h e l a n C A D P l o t D a t e / T i m e : 2/ 4 / 2 0 2 5 2 : 0 3 : 4 7 P M SR T S L O C U S T S T . S I D E W A L K S CI T Y O F T I G A R D SI G N I N G A N D S T R I P I N G D E T A I L S 95073 (COT) FEBRUARY 2024 BJ BJ RECORD DRAWING REGIS T E R E D PROFES S IO N A L B HA UVES H J A Y A E N G I NE E R N O V. 14 , 2 0 2 3 102716PE OREGON RENEWS: JUNE 30, 2025