Document Woodburn_doc_c7f964966c

(SD) F F F F F F F F 10+00 15+00 20+00 25+00 30+00 35+00 39+40 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 1 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Cover-24512.dwg Plot Stamp: 5/25/2022 3:24:27 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW COVER SHEET This Design Complies With ORS 92.044 In That No Utility Infrastructure Is Designed To Be Within One Foot Of A Survey Monument Location Shown On A Subdivision Or Partition Plat. No Design Modification Nor Final Field Location Change Shall Be Permitted If It Would Cause Any Utility Infrastructure To Be Placed Within The Prohibited Area. ORS 92.044 Located In SE Quarter Of Section 12, Township 5 South, Range 2 West, And In SW Quarter Of Section 7, Township 5 South, Range 1 West, Willamette Meridian, City Of Woodburn, Marion County, Oregon SITE INFORMATION: DATUM: UTILITY NOTIFICATION: The centerline of west Hayes St was derived by holding the found monument marking the southwest corner of the George Leasure Donation Land Claim (DLC) #78, and found monuments as noted at stations 25+02.72/30.00' LT, 26+91.12/20.00' LT, 30+70.15/30.00' LT, 32+82.80/30.00' LT, and 36+38.18/30.00' RT. The centerline was extended easterly to the centerline of Settlemeier St. BASIS OF STATIONING: HORIZONTAL DATUM The Oregon North State Plane coordinate system, (Zone 3601) NAD83 (2011) with a combined scale factor of 1.[PHONE REDACTED] international feet, based on information provided to the City of Woodburn by AKS Engineering and Forestry. VERTICAL DATUM ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR [PHONE REDACTED] Through [PHONE REDACTED]. You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Notification Center Is (503) 232-1987.) PROJECT CONTACTS PREPARED FOR: City of Woodburn Project Number: 2015-001-20 March 7, 2022 W. Hayes Street Improvement Project Sheet Number Sheet Title VICINITY MAP SCALE: NTS SITE MAP SCALE: NTS Project Location N Settlemier Ave Newberg Hwy/Hillsboro Silverton Hwy Issue for Construction Index of Sheets Sheet Number Sheet Title 1 Cover Sheet Legend and Abbreviations Typical Sections 1A 2A Thru 2A-2 Details 2B Thru 2B-6 Traffic Control Plans 2C Thru 2C-6 Grading and Erosion Plan 2D Thru 2D-7 Signing and Striping SS Thru SS-12 Interconnect Plan IC-1 and IC-3 Illumination IL Thru IL-5 Street Plans 3 Thru 12 Detailed Grading and Dimensioning 2E Thru 2E-14 Signal and RRFB Plans TS Thru TS-6 Elevations are based on Marion County Control Point No. 9428, a brass disk in a monument box at the centerline-centerline intersection of W. Hayes Street and Cascade Drive. Benchmark Elevation = 186.42 feet (NAVD 88). Per the City of Woodburn requirements, project datum is to be on the NGVD 29 datum. Using NGS Vertcon software benchmark elevation = 183.07 (NGVD 29). All elevations shown are based on the NGVD 29 datum. OWNER CITY OF WOODBURN CONTACT: Dago Garcia, P.E. ADDRESS: 190 Garfield Street Woodburn, OR 97071 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] ENGINEER KITTELSON & ASSOCIATES, INC. CONTACT: Fred Wismer, P.E. ADDRESS: 851 SW 6th Avenue, Suite 600 Portland, OR 97204 PHONE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] N Boones Ferry Rd Pacific Hwy I-5 GRADING, PAVING, ROADSIDE DEVELOPMENT, SIGNING, PAVEMENT MARKINGS, SIGNALS N Cascade Dr N Cascade Dr Cozy Way Smith Dr W Hayes St Leasure St Hall St Settlemier Ave Water Quality Plans 2G 2022.05.27 11:46:09-07'00' ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 1A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Legend & Abbreviations-24512.dwg Plot Stamp: 5/25/2022 3:24:31 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW LEGEND & ABBREVIATIONS Drawing Sta. Station Catch Basin Curb Inlet Area Drain Sht. Sheet ROW Right-of-Way Rt. Right R Radius Delta Angle PT Point of Tangency PVI Point of Vertical Inflection Edge of Asphalt Concrete Asphalt Concrete PVC Poly Vinyl Chloride Ductile Iron Begin Vertical Curve Elevation FT Feet American Disabilities Act S Slope Each RCP Reinforced Concrete Pipe W Water Electrical T Telecom SD Storm Drain WQ Water Quality Composite THKN. Thickness WQMH Water Quality Manhole PRC Point of Reverse Curvature Bottom of Curb Back of Sidewalk ODOT Oregon Department of Transportation Lt. Left Length PC Point of Curvature PCC Point of Compound Curvature PI Point of Inflection NO. Number LF Linear Feet IE Invert Elevation PGE Portland General Electric G Gas GV Gas Valve LVC Length of Vertical Curve ACP Asphalt Concrete Pavement NOM. Nominal N.T.S./NTS Not to Scale MJ Mechanical Joint Max. Maximum PE Plain End VC Vertical Curve Min. Minimum PUE Public Utility Easement PSUE Public Slope & Utility Easement End Vertical Curve Existing Flange Flow Line DWG. CB CI AD Δ EAC AC DI BVC ELEV ADA Ea. COMP. BC BW EVC Extg. FLG F.L./FL Existing Right Of Way Proposed Storm Sewer Pipe Existing Gas Meter Existing Water Meter Existing Fire Hydrant Existing Water Valve Existing Storm Curb Inlet Existing Sanitary Manhole Existing Storm Manhole Existing Storm Sewer Line Existing NW Natural Gas Line Existing Sanitary Line Existing Wire Fence Line Existing Storm Catch Basin Existing Street Light Existing Utility Pole Existing Guy To Utility Pole Existing Gas Valve Existing Sign Existing Mail Box Existing Telephone Junction Box (Riser) Existing Deciduous/Coniferous Tree SD T T SS G G X X X Proposed Sawcut Line Proposed Storm Manhole Proposed Storm Inlet Existing Minor Contour Existing Major Contour Proposed Minor Contour Proposed Major Contour Proposed Sidewalk Proposed Signal Pole GV Proposed Utility Pole Mounted Street Light Proposed Pedestrian Signal Pole Proposed Junction Box Existing Berm Top of Bank Existing Underground Traffic Signal Lines Existing Waterline W W Existing Overhead Wires OHW Existing Underground Power Lines E E T Existing Telephone Manhole Existing Signal Controller Cabinet Existing Signal Junction Box Existing Telephone Line TS TS FO Existing Fiber Optic Line Proposed Curb/Gutter Existing NW Natural High Pressure Gas Main HP G HP G F F F Proposed Grading Daylight - Fill Existing Public Easement Existing Sanitary Forced Main Line (SSFM) Proposed Lighting Conduit 251 250 Variable Depth Overlay Remove/Abandon Existing Pipe Existing Survey Monument MH Manhole TC Top of Curb Proposed Grading Daylight - Cut C C C OSSC Oregon Standard Specifications for Construction Len ABBREVIATIONS LEGEND Elec Proposed Right Of Way 251 250 ---PAGE BREAK--- Extg. C/L Extg. ROW Extg. ROW 1.5% 1.5% 2.0% 2.0% 10.00' 1.00' 6.00' Sidewalk 0.50' Curb 7.00' Buffered Bike Lane 10.00' Travel Lane 10.00' Travel Lane 7.00' Buffered Bike Lane 6.00' Sidewalk 0.50' Curb 1.00' 30.00' 30.00' Extg. C/L Extg. ROW 1.5% 1.5% 2.0% 10.00' 1.00' 6.00' Sidewalk 0.50' Curb 7.00' Buffered Bike Lane 10.00' Travel Lane Two-Way Turn Lane* 7.00' Buffered Bike Lane 6.00' Sidewalk 0.50' Curb 1.00' 30.00' 30.00' 10.00' Travel Lane Extg. ROW ROW Prop. 11.00' 2.0% Extg. C/L Extg. ROW 1.5% 1.5% 2.0% 4.00' 1.00' 6.00' Sidewalk 0.50' Curb 7.00' Buffered Bike Lane 10.00' Travel Lane 10.00' Travel Lane 7.00' Buffered Bike Lane 6.00' Sidewalk 0.50' Curb 1.00' 30.00' 30.00' Extg. ROW 2.0% Hayes Street - Crown Section Hayes Street - 3 Lane Shed Section Hayes Street - 2 Lane Shed Section 7.00' 2:1 ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric Curb & Gutter Reverse Slope ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric Curb & Gutter Reverse Slope From Sta. 13+85.00 to Sta. 14+37.76 From Sta. 14+37.76 to Sta. 23+73.47 From Sta. 24+73.47 to Sta. 37+33.45 1.5% 1.5% 2.0% 2.0% Hayes Street - Crown Section ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric Varies 1.00' 6.00' Sidewalk 0.50' Curb 7.00' Buffered Bike Lane 10.00' Travel Lane Extg. ROW 10.00' Travel Lane 7.00' Buffered Bike Lane 6.00' Sidewalk 0.50' Curb 1.00' Prop. Construction C/L Varies Extg. ROW 12.00' Travel Lane 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 4.50' 4.50' 1.50' Right Side Superelevation from Sta. 13+85.00 to 14+50.00 * Sta. 14+37.76 to Sta. 15+62.76 Turn Lane Transition * Sta. 23+45.51 to Sta. 24+73.47 Turn Lane Transition Sta. 37+33.45 = Sta. 2+00.00 From Sta. 2+00.00 to Sta. 3+91.33 * Right Side Super Elevation Transition from Sta. 2+00.00 to Sta. 3+00.00 9.00' Type C Mountable Island** See 2E-7B for Detailed Grading Type C Mountable curb - Center End Sta. Begin Sta. 21+63.27 22+10.20 1.50' 1.50' 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil 2:1 4" Topsoil J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Typicals-24512.dwg Plot Stamp: 5/25/2022 3:24:40 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TYPICAL SECTIONS ---PAGE BREAK--- C/L 1.5% Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" 2" Grind and Inlay Level 3, 1/2" Dense N Settlemier Rd From Sta. 3+08.70 to Sta. 7+38.21 ±11.86' Travel Lane 12.00' Turn/Median Lane 4.50' 1.00' 6.00' Sidewalk 0.50' Curb 12.00' Travel Lane 25.00' 30.00' Extg. ROW Extg. ROW 1.00' 1.5% 3.00' 5.00' 0.50' Curb 1.00' Sidewalk Replacement - Right End Sta. Begin Sta. 4+62.29 5+26.20 5+36.69 5+65.69 6+28.83 6+44.84 Sawcut Sawcut 2:1 4" Topsoil 2:1 4" Topsoil C/L Base Course Agg. Minus) Nom. Comp. Thkn. - 10.0" Type 1 Geotextile Fabric ACP Wearing Course Level 3, 1/2" Dense Nom. Thkn. - 2" ACP Base Course Level 3, 1/2" Dense Nom. Thkn. - 3" N Cascade Dr From Sta. 4+37.45 to Sta. 7+08.31 4.50' 1.00' 0.50' Curb 17.00' - 17.25' Travel Lane 30.00' 30.00' Extg. ROW ROW 1.00' Sawcut 2:1 4" Topsoil J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2A-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Typicals-24512.dwg Plot Stamp: 5/25/2022 3:24:46 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TYPICAL SECTIONS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:24:52 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ROADWAY DETAILS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:24:54 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ROADWAY DETAILS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:24:56 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW CURB RAMP DETAILS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:24:58 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW STORM DETAILS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:25:01 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW STORM DETAILS ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2B-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Details-24512.dwg Plot Stamp: 5/25/2022 3:25:03 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW WATER DETAILS ---PAGE BREAK--- Hayes Street N Cascade Drive N Cascade Drive Cozy way Leasure Street Hall Street N Settlemier Avnue W Lincoln Street N Cascade Drive N Settlemier Avnue N Settlemier Avnue Newberg Hwy (214) Newberg Hwy (214) Hayes Street Smith Drive Garfield Street Hayes Street Garfield Street 5th Street 4th Street 3rd Street 1st Street 2nd Street Arthur Street Montgomery Street W Lincoln Street Harrison Street Church Street Church Street W Clackamas Circle E Clackamas Circle Oregon Way 42" x 18" W20-3 36" x 36" 42" x 18" 42" x 18" 42" x 18" 42" x 18" 42" x 18" 42" x 18" 42" x 18" 42" x 18" J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-Detours-24512.dwg Plot Stamp: 5/25/2022 3:25:05 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL DETOUR PLAN 0 20 10 20 Scale: 1" = 20' 1 GENERAL TRAFFIC CONTROL NOTES 1. ALL SIGNS ARE TYPE "O4" UNLESS OTHERWISE NOTED ON PLANS. 2. PLACE TEMPORARY SIGN SUPPORT (TSS) APPROXIMATELY 10' BEHIND BARRICADE. 3. MAINTAIN ALL EXISTING REGULATORY AND WARNING SIGNS IN WORK AREA ON TEMPORARY SIGN SUPPORT (TSS) AS DIRECTED BY THE ENGINEER. 4. ALL TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE CURRENT MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5. NIGHT WORK NOT ALLOWED. 7. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESSES. 8. CONTRACTOR TO USE ABRUPT EDGE DETAIL ODOT STANDARD DRAWING TM800 FOR SHOULDER DROP OFF. 9. SEE 2C-3 THRU 2C-7 FOR PROJECT LEVEL CONSTRUCTION LIMITS AND ADDITIONAL TRAFFIC CONTROL SIGNS REQUIRED. TRAFFIC CONTROL SIGN LEGEND 1 W20-3 36" x 36" 2 2 2 2 W20-3 36" x 36" 3 M4-8 24x12 M4-8 24x12 4 W20-3 36" x 36" 4 M4-8 24x12 M4-8 24x12 5 3 W20-3 36" x 36" 5 M4-8 24x12 M4-8 24x12 6 6 M4-9R 30" x 24" 7 M4-9S 30" x 24" 7 7 7 7 8 8 M4-9L 30" x 24" M4-8a 24" x 18" 9 9 4 5 8 6 7 7 7 7 9 10 R11-4 60" x 30" 10 10 2 4 5 8 3 Roadway Construction Limits Roadway Construction Limits ---PAGE BREAK--- 19+70 20+00 21+00 23+00 24+00 25+00 26+00 27+00 29+00 30+00 30+30 28+00 29+00 30+00 31+00 32+00 UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:03:44 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 1 Cozy St Smith Dr W Hayes St W Hayes St 0 20 10 20 Scale: 1" = 20' ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) CLOSED SIDEWALK W20-1 CLOSED SIDEWALK W20-1 ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) END ROAD WORK G20-2 GENERAL NOTES 1. ALL SIGNS ARE TYPE "O4" UNLESS OTHERWISE NOTED ON PLANS. 2. PLACE TEMPORARY SIGN SUPPORT (TSS) APPROXIMATELY 10' BEHIND BARRICADE. 3. MAINTAIN ALL EXISTING REGULATORY AND WARNING SIGNS IN WORK AREA ON TEMPORARY SIGN SUPPORT (TSS) AS DIRECTED BY THE ENGINEER. 4. ALL TRAFFIC CONTROL IS TO BE IN ACCORDANCE WITH THE CURRENT MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES). 5. NIGHT WORK NOT ALLOWED. 6. REMOVE EXISTING CONFLICTING STRIPING AND MARKERS. 7. CONTRACTOR TO MAINTAIN DRIVEWAY ACCESSES. 8. CONTRACTOR TO USE ABRUPT EDGE DETAIL ODOT STANDARD DRAWING TM800 FOR SHOULDER DROP OFF. 9. STAGE SIDEWALK CONSTRUCTION TO BE ONE SIDE OF THE STREET AT A TIME. R9-11 (Mount on B(II)R) Place an Next Nearest Intersection R9-11 (Mount on B(II)R) R9-11 (Mount on B(II)R) ---PAGE BREAK--- 49+80 50+00 51+00 34+00 35+00 36+00 37+00 38+00 2+00 3+00 39+00 40+00 40+30 UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:03:50 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 1 W Hayes St 0 20 10 20 Scale: 1" = 20' END ROAD WORK G20-2 END ROAD WORK G20-2 ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) R11-3A (MOD) ROAD AHEAD WORK W20-1 ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) R11-3A (MOD) ROAD AHEAD WORK W20-1 MATCH LINE SEE SHT 2C-3 ---PAGE BREAK--- 39+00 39+40 4+00 5+00 6+00 7+00 8+00 9+00 4+00 4+04 UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) 2+16 3+00 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:04:01 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 1 W Hayes St W Hayes St W Hayes St 0 20 10 20 Scale: 1" = 20' CLOSED SIDEWALK W20-1 END ROAD WORK G20-2 END ROAD WORK G20-2 CLOSED SIDEWALK W20-1 CLOSED SIDEWALK W20-1 CLOSED SIDEWALK W20-1 ROAD CLOSED R11-2 R11-2 CLOSED SIDEWALK W20-1 ROAD AHEAD WORK W20-1 CLOSED SIDEWALK W20-1 ROAD CLOSED R11-2 R11-2 ROAD CLOSED R11-2 R11-2 MATCH LINE SEE SHEET 2C-2 N Settlmier Ave MATCH LINE - STA: 4+00 SEE BELOW MATCH LINE - STA: 4+00 SEE BELOW MATCH LINE - STA: 9+50 SEE SHT 2C-4 MATCH LINE SEE LEFT MATCH LINE SEE RIGHT W Hayes St ROAD CLOSED AHEAD W20-3 W Hayes St ROAD CLOSED AHEAD W20-3 5th Street R9-11 (Mount on B(II)R) R9-11 (Mount on B(II)R) Remove Existing Centerline Striping and Install Temporary Double Yellow. Maintain 11' Min. Travel Lanes Remove Existing Centerline Striping and Install Temporary Double Yellow. Maintain 11' Min. Travel Lanes ---PAGE BREAK--- UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) 10+00 11+00 12+00 12+66 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:04:10 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 1 0 20 10 20 Scale: 1" = 20' R9-11 (Mount on B(II)R) R9-11 (Mount on B(II)R) N Settlmier Ave W Lincoln St ROAD AHEAD WORK W20-1 ---PAGE BREAK--- 7+00 8+00 12+00 13+00 14+00 15+00 16+00 UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) BUS ONLY 17+00 18+00 19+00 20+00 21+00 57+00 57+97 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:04:20 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 2 W Hayes St 0 20 10 20 Scale: 1" = 20' ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) W Hayes St ROAD AHEAD WORK W20-1 W Hayes St W Hayes St ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) ROAD CLOSED R11-2 W Hayes St ---PAGE BREAK--- 19+70 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 UNDER CONSTRUCTION TYPE III BARRICADE TSS SIGN SUPPORT AS SHOWN ON ODOT STANDARD DRG. TM821 POST MOUNTED CONSTRUCTION SIGN DIRECTION OF TRAFFIC PORTABLE SIGN SUPPORT UNDER TRAFFIC LEGEND 28" TUBULAR MARKERS WITH 20' SPACING & 10' SPACING ON TANGENTS, TAPERS AND RADII (ARROWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2C-7 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Traffic-Control-Plans-24512.dwg Plot Stamp: 5/27/2022 11:04:26 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TRAFFIC CONTROL PLANS - STAGE 2 0 20 10 20 Scale: 1" = 20' END ROAD WORK G20-2 CLOSED SIDEWALK W20-1 W Hayes St ROAD CLOSED AHEAD W20-3 CLOSED SIDEWALK W20-1 ROAD CLOSED TO THRU TRAFFIC LOCAL TRAFFIC ONLY W11-3A(MOD) R9-11 (Mount on B(II)R) Mount Near Next Nearest Intersection ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/25/2022 3:25:44 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW NOT TO SCALE VICINITY MAP NOT TO SCALE SITE MAP W HAYES STREET IMPROVEMENTS GRADING & EROSION CONTROL Cozy Way Smith Dr N Cascade Dr N Cascade Dr W Hayes St Leasure St Hall St N Settlemier Ave GRADING AND EROSION CONTROL COVER SHEET Project Location Newberg Hwy/Hillsboro Silverton Hwy N Boones Ferry Rd I-5 2D-2 2D-2 2D-3 2D-3 2D-4 2D-4 2D-5 2D-5 2D-6 Design Engineer/ESCP Preparer City of Woodburn Contact: Dago Garcia 190 Garfield Street Woodburn, OR 97071 Phone: [PHONE REDACTED] Email: [EMAIL REDACTED] Owner/Developer Project Location East of I-5 along W. Hayes St. between Cascase Ave. and Settlemier Ave. Inspection Frequency Kittelson and Associates, Inc. Contact: Fred Wismer, PE 851 SW 6th Ave., Suite 600 Portland, OR 97204 Phone: [PHONE REDACTED] Email: [EMAIL REDACTED] The Permittee is required to meet all the conditions of the 1200C Permit. This ESCP and General Conditions have been developed to facilitate compliance with the 1200C Permit requirements. In cases of discrepancies or omissions, the 1200C Permit Requirements supercede requirements of this plan. Contractor is responsible for staging area & associated ESC measures. Site Condition Minimum Frequency 1. Active Period On the initial date; Within 24 hours of any storm event, including runoff from snow melt, that results in discharge from the site. At least once every 14 days, regardless of whether stormwater runoff is occuring. 2. Inactive periods greater than fourteen (14) consecutive calendar days. The Inspector may reduce the frequency of inspections in any area of the site where the stabilization steps in Section 2.2.20 have been completed to twice per month for the first month, no less than 14 calendar days apart, then once per month. 3. Periods during which the site is inaccessible due to inclement weather. If safe, accessible and practical, inspections must occur daily at a relevant discharge point or location of the receiving waterbody. 4. Periods during which construction activities are suspended and runoff is unlikely due to frozen conditions. Visual monitoring inspections may be temporarily suspended. Immediately resume monitoring upon thawing, or when weather conditions make discharges likely. 5. Periods during which construction activities are are conducted and runoff is unlikely during frozen conditions. Visual monitoring inspections may be reduced to once a month. Immediately resume monitoring upon thawing, or when weather conditions make discharges likely. 2D-2 Thru 2D-6 2D Grading & Erosion Control Cover Sheet Sheet Index Grading & Erosion Control Sheets 2D-7 Grading & Erosion Control Details Monday - Friday 7:00-7:00 Business Days/Hours Saturday -No Work- Sunday -No Work- Rain Guage Aurora State Airport Hyperlink: CESCL Surveyor Emerio Contact: Eric PLS 6445 SW Fallbrook Place, Suite 100 Beaverton, OR 97008 Phone: [PHONE REDACTED] Email: [EMAIL REDACTED] BMP Installer/Maintainer TBD Site Information 1. Type of Development: Public Roadway Improvements 2. Construction Activity will consist of: A) Curb, Asphalt Paving, & Sidewalk Construction B) Stormwater Drainage System (Piping & Treatment Facilities) C) Utility Relocations 3. Project Timeline: Beginning Date: Summer 2022 Completion Date: Summer 2023 4. Project Offsite Areas: Total Area: 4.2 Acres Disturbed Area: 3.9 Acres Percent of Area Disturbed: 93% 5. Soil Types: Amity Silt Loam (88.5%) Dayton Silt Loam Woodburn Silt Loam 6. Receiving Water Bodies Mill Creak 7. Cut and Fill Data: Cut: 5,999 CY Fill: 239 CY General Contractor TBD * Signifies BMP that will be installed prior to any ground disturbing activity. BMP Matrix for Construction Phase MASS GRADING UTILITY CONSTRUCTION STREET CONSTRUCTION FINAL STABILIZATION CLEARING EROSION PREVENTION PRESERVE NATURAL VEGETATION * X X X X X GROUND COVER X HYDRAULIC APPLICATIONS PLASTIC SHEETING MATTING DUST CONTROL X X X X X TEMPORARY/ PERMANENT SEEDING X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) * X X X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION X X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE X X X X PIPE SLOPE DRAIN OUTLET PROTECTION SURFACE ROUGHENING CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X HAZ WASTE MGMT X X X X X SPILL KIT ON-SITE X X X X X CONCRETE WASHOUT AREA X X X X X OTHER: 1. Once known, include a list of all contractors that will engage in construction activities on site, and the areas of the site where the contractor(s) will engage in construction activities. Revise the list as appropriate until permit coverage is terminated (Section 4.4.c.i). In addition, include a list of all personnel (by name and position) that are responsible for the design, installation and maintenance of stormwater control measures (e.g. ESCP developer, BMP installer (see Section 4.10), as well as their individual responsibilities. (Section 4.4.c.ii) 2. Visual monitoring inspection reports must be made in accordance with DEQ 1200-C permit requirements. (Section 6.5) 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Section 6.5.q) 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local municipality. (Section 4.7) 5. The permit registrant must implement the ESCP. Failure to implement any of the control measures or practices described in the ESCP is a violation of the permit. (Sections 4 and 4.11) 6. The ESCP must be accurate and reflect site conditions. (Section 4.8) 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEQ or Agent within 10 days. (Section 4.9) 8. Sequence clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion. (Section 2.2.2) 9. Create smooth surfaces between soil surface and erosion and sediment controls to prevent stormwater from bypassing controls and ponding. (section 2.2.3) 10. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas wetlands), and other areas to be preserved, especially in perimeter areas. (Section 2.2.1) 11. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and after grading or construction. Identify the type of vegetative seed mix used. (Section 2.2.5) 12. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Section 2.2.4) 13. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers prior to land disturbance. (Sections 2.1.3) 14. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and channels and streambanks. (Sections 2.1.1. and 2.2.16) 15. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during construction, both internally and at the site boundary. (Sections 2.2.6 and 2.2.13) 16. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Section 2.2.14) 17. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as dirt access roads or utility pole pads.(Sections 2.2.20 and 2.2.21) 18. Establish material and waste storage areas, and other non-stormwater controls. (Section 2.3.7) 19. Keep waste container lids closed when not in use and close lids at the end of the business day for those containers that are actively used throughout the day. For waste containers that do not have lids, provide either cover a tarp, plastic sheeting, temporary roof) to prevent exposure of wastes to precipitation, or a similarly effective means designed to prevent the discharge of pollutants secondary containment). (Section 2.3.7) 20. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to land- disturbing activities. (Section 2.2.7) 21. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Section 2.2.7.f) 22. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, paint and curing compounds. (Sections 1.5 and 2.3.9) 23. Ensure that steep slope areas where construction activities are not occurring are not disturbed. (Section 2.2.10) 24. Prevent soil compaction in areas where post-construction infiltration facilities are to be installed. (Section 2.2.12) 25. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, curing compounds and adhesives from construction operations. (Sections 2.2.15 and 2.3) 26. Provide plans for sedimentation basins that have been designed per Section 2.2.17 and stamped by an Oregon Professional Engineer. (See Section 2.2.17.a) 27. If engineered soils are used on site, a sedimentation basin/impoundment must be installed. (See Sections 2.2.17 and 2.2.18) 28. Provide a dewatering plan for accumulated water from precipitation and uncontaminated groundwater seepage due to shallow excavation activities. (See Section 2.4) 29. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Section 2.3) 30. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Section 2.2.9) 31. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. (Section 2.3.5) 32. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. Obtain Environmental Management Plan approval from DEQ before operating the treatment system. Operate and maintain the treatment system according to manufacturer's specifications. (Section 1.2.9) 33. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for ensuring that soils are stable during rain events at all times of the year. (Section 2.2) 34. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. (Section 2.2.8) 35. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence removal. (Section 2.1.5.b) 36. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height and before BMP removal. (Section 2.1.5.c) 37. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Section 2.1.5.d) 38. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream clean-up of sediment shall be performed according to the Oregon Department of State Lands required timeframe. (Section 2.2.19.a) 39. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. (Section 2.2.19) 40. Document any portion(s) of the site where land disturbing activities have permanently ceased or will be temporarily inactive for 14 or more calendar days. (Section 6.5.f.) 41. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a covering of blown straw and a tackifier, loose straw, or an adequate covering of compost mulch until work resumes on that portion of the site. (Section 2.2.20) 42. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must be removed and disposed of properly, unless needed for long term use following termination of permit coverage. (Section 2.2.21) DEQ Erosion and Sediment Control Plan Drawing Notes: NATURAL BUFFER ENCROACHMENT Phase/BMP Year 2022-2023 2023 TBD ---PAGE BREAK--- 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 F 7+00 8+00 D 13+00 14+00 15+00 16+00 1 1 1 2 2 184 184 184 185 185 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 2 184 184 183 183 183 184 183 184 184 184 184 Curb Inlet Curb Inlet Curb Inlet 3 3 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 F F F F F F F F F F F F F F F F F D 17+00 18+00 19+00 20+00 1 1 1 1 1 2 2 184 185 184 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 184 183 184 184 184 184 184 183 183 183 Curb Inlet Curb Inlet Curb Inlet Ditch Inlet Area Drain J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/27/2022 11:07:06 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 16+75 SEE BELOW W Hayes St S Cascade Dr D D Proposed ROW Line Existing ROW Line Sediment Fence Proposed Major Contours 250 Extg./Proposed MH Extg./Proposed CB Flow Arrow Existing Major Contours 250 LEGEND XX XX XX XX Existing Minor Contours 249 Proposed Minor Contours 249 Inlet Protection 1 Install Inlet Protection. (For Details, See Sht. 2D-7) Concrete Washout Facility MATCH LINE - STA: 20+75 SEE SHEET 2D-3 MATCH LINE - STA: 16+75 SEE ABOVE W Hayes St CONSTRUCTION NOTES 2 Install Sediment Fence. (For Details, See Sht. 2D-7) Trees to Remain Trees to Removed 3 Install Inlet Protection at Next Nearest Inlet Inlet Not Shown (For Details, See Sht. 2D-7) ---PAGE BREAK--- WM 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 F F F F F F F F F F F F F D D D 21+00 22+00 23+00 24+00 1 1 1 1 1 2 2 183 183 182 183 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 183 183 183 183 183 183 182 181 181 182 183 183 181 181 182 182 182 182 Curb Inlet Area Drain Area Drain Curb Inlet Curb Inlet 1 Area Drain WM WM WM WM WM 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 C C C C C F F F F 20+00 D 25+00 26+00 27+00 28+00 1 2 1 1 2 182 182 183 183 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 182 182 183 182 182 181 183 183 183 183 183 183 183 Curb Inlet Curb Inlet Curb Inlet 1 Ditch Inlet 182 182 3 3 0 20 10 20 Scale: 1" = 20' J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/27/2022 11:07:14 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL PLAN MATCH LINE - STA: 24+75 SEE BELOW MATCH LINE - STA: 20+75 SEE SHEET 2D-2 W Hayes St MATCH LINE - STA: 28+50 SEE SHEET 2D-4 MATCH LINE - STA: 24+75 SEE SHEET 5 W Hayes St Cozy Way D D Proposed ROW Line Existing ROW Line Sediment Fence Proposed Major Contours 250 Extg./Proposed MH Extg./Proposed CB Flow Arrow Existing Major Contours 250 LEGEND XX XX XX XX Existing Minor Contours 249 Proposed Minor Contours 249 Inlet Protection 1 Install Inlet Protection. (For Details, See Sht. 2D-7) Concrete Washout Facility CONSTRUCTION NOTES 2 Install Sediment Fence. (For Details, See Sht. 2D-7) Trees to Remain Trees to Removed 3 Install Inlet Protection at Next Nearest Inlet Inlet Not Shown (For Details, See Sht. 2D-7) ---PAGE BREAK--- WM WM WM WM WM WM WM WM WM WM WM 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 F F F F F F F F F F C 30+00 29+00 30+00 31+00 32+00 1 1 2 2 183 182 183 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 183 182 183 183 183 183 182 182 183 182 Curb Inlet Curb Inlet 3 3 183 183 183 WM WM WM F F F F F F F F F F F F F F F F F F C C C C C C C F C 40+00 33+00 34+00 35+00 36+00 1 1 2 2 2 182 182 182 182 181 1 182 XX XX XX X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 182 183 182 182 181 181 182 182 181 182 182 182 Curb Inlet Curb Inlet Curb Inlet 3 3 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/27/2022 11:07:26 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 32+50 SEE BELOW MATCH LINE - STA: 28+50 SEE SHEET 2D-3 W Hayes St Smith Dr MATCH LINE - STA: 36+25 SEE SHEET 2D-5 MATCH LINE - STA: 32+50 SEE ABOVE W Hayes St Leasure St D D Proposed ROW Line Existing ROW Line Sediment Fence Proposed Major Contours 250 Extg./Proposed MH Extg./Proposed CB Flow Arrow Existing Major Contours 250 LEGEND XX XX XX XX Existing Minor Contours 249 Proposed Minor Contours 249 Inlet Protection 1 Install Inlet Protection. (For Details, See Sht. 2D-7) Concrete Washout Facility CONSTRUCTION NOTES 2 Install Sediment Fence. (For Details, See Sht. 2D-7) Trees to Remain Trees to Removed 3 Install Inlet Protection at Next Nearest Inlet Inlet Not Shown (For Details, See Sht. 2D-7) ---PAGE BREAK--- WM WM F F F F F F F F F F F F F F F F F F F F F C WM 50+00 37+00 38+00 1 2 2 2 182 181 180 182 181 181 181 XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 181 181 181 180 180 180 182 Curb Inlet 2+00 3+00 3 3 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/27/2022 11:07:32 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 36+25 SEE SHEET 2D-4 W Hayes St Hall St MATCH LINE - STA: 38+50 SEE SHEET 2D-6 D D Proposed ROW Line Existing ROW Line Sediment Fence Proposed Major Contours 250 Extg./Proposed MH Extg./Proposed CB Flow Arrow Existing Major Contours 250 LEGEND XX XX XX XX Existing Minor Contours 249 Proposed Minor Contours 249 Inlet Protection 1 Install Inlet Protection. (For Details, See Sht. 2D-7) Concrete Washout Facility CONSTRUCTION NOTES 2 Install Sediment Fence. (For Details, See Sht. 2D-7) Trees to Remain Trees to Removed 3 Install Inlet Protection at Next Nearest Inlet Inlet Not Shown (For Details, See Sht. 2D-7) ---PAGE BREAK--- F F F F F F F F 5+00 6+00 7+00 8+00 39+00 39+40 1 1 2 2 179 179 1 1 X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 2 2 179 179 179 179 179 179 179 180 180 180 180 181 181 180 181 179 180 Curb Inlet Curb Inlet Curb Inlet Curb Inlet 4+00 Ditch Inlet 1 177 178 179 1 F C C C C C 2+16 3+00 4+00 2 180 XX XX XX XX XX XX XX 180 180 181 180 180 180 181 182 181 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/27/2022 11:07:41 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 4+50 SEE SHEET ABOVE N Settlemier Ave MATCH LINE - STA: 38+50 SEE SHEET 2D-5 W Hayes St D D Proposed ROW Line Existing ROW Line Sediment Fence Proposed Major Contours 250 Extg./Proposed MH Extg./Proposed CB Flow Arrow Existing Major Contours 250 LEGEND XX XX XX XX Existing Minor Contours 249 Proposed Minor Contours 249 Inlet Protection 1 Install Inlet Protection. (For Details, See Sht. 2D-7) Concrete Washout Facility CONSTRUCTION NOTES 2 Install Sediment Fence. (For Details, See Sht. 2D-7) Trees to Remain Trees to Removed Hayes St 3 Install Inlet Protection at Next Nearest Inlet Inlet Not Shown (For Details, See Sht. 2D-7) MATCH LINE - STA: 4+50 SEE BELOW N Settlemier Ave Garfield St ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2D-7 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Grading and Erosion Control-24512.dwg Plot Stamp: 5/25/2022 3:26:51 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW GRADING AND EROSION CONTROL DETAILS ---PAGE BREAK--- 13+00 14+00 (183.65) (183.67) (183.54) (183.34) (183.25) (183.21) (183.18) (183.03) (183.89) (183.86) (183.76) (183.58) (183.57) (183.70) (183.59) (183.09) (183.27) (183.48) (183.82) (183.87) (183.62) (183.57) (183.68) (183.34) (183.87) (183.63) (183.51) (183.81) (183.86) (183.61) (183.29) (183.81) (183.72) (183.43) (183.71) (183.79) (183.85) (183.78) (183.46) (183.39) (183.63) (183.71) (183.45) (183.48) (183.55) (183.51) (183.15) (183.03) (183.30) 183.50 183.40 183.60 183.70 183.80 183.70 183.50 183.40 183.30 183.00 183.10 183.09 183.18 183.08 183.27 183.19 183.12 183.34 183.30 183.25 183.20 183.17 183.28 183.32 183.37 183.43 183.48 183.65 183.57 183.50 183.44 183.40 183.50 183.55 183.62 183.70 183.82 183.89 183.81 183.74 183.66 183.60 183.50 183.57 183.64 183.72 183.87 183.70 183.62 183.54 183.46 183.40 183.45 183.53 183.62 183.59 183.48 183.41 183.57 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:15:14 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW 0 5 2.5 5 Scale: 1" = 5' HAYES STREET INTERSECTION GRADING PLAN CASCADE DRIVE GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX CASCADE DR See Sht. 2E-1A For Curb Return Details See Sht. 2E-1A For Curb Return Details ---PAGE BREAK--- 7+00 0+95 1+00 D 11.82' 11.82' 22.02' 22.02' 6.50' 6.50' 6.50' 6.50' 6.00' L31.04' R20.00' Δ88.91° 7.41' 7.98' 5.00' 7.98' 5.00 183.94 183.50 183.47 183.91 FL:183.05 FL:183.35 FL:183.41 FL:183.38 FL:183.32 TC:183.85 TC:183.41 TC:183.38 TC:183.82 5.4% 5.4% 1.5% 2.1% 1.5% 1.1% TC:183.55 0.7% 183.48 Hayes Street STA:13+73.74, 12.51'Lt. Cascade Dr STA:7+08.90, 17.34'Lt. Cascade Dr STA:6+86.88, 17.23'Lt. 1.5% 1.5% 0+83 1+00 1+34 11.16' 7.41' 11.16' 6.50' 6.50' 7.53' 5.00' 7.53' 5.00' 1.50' 11.75' 3.38' 5.00' 6.76' 8.58' L29.72' R20.00' Δ85.13° 7.1% 4.6% FL:183.14 FL:183.09 FL:183.06 FL:183.40 TC:183.64 TC:183.09 TC:183.06 TC:183.41 BC:183.19 BC:183.15 BC:183.49 1.5% (183.79) (183.50) 183.46 183.37 BC:183.73 TC:183.73 TC:183.49 TC:183.68 TC:183.65 Cascade Dr STA:7+79.74, 16.91'Lt. Hayes Street STA:13+73.94, 21.50'Rt. 5.7% 1.6% 183.41 2.2% 0.8% 1.6% 0.7% 1.5% 182 183 184 185 182 183 184 185 0+95.09 1+00 1+50 1+62.99 0.50% 0.50% -0.50% -1.72% STA = 1+00.00 ELEV = 183.32 STA = 1+11.82 ELEV = 183.38 STA = 1+19.22 ELEV = 183.41 STA = 1+31.04 ELEV = 183.35 STA = 1+49.91 ELEV = 183.03 EXISTING GRADE FINISH GRADE 182 183 184 185 182 183 184 185 0+82.83 1+00 1+34.35 1.45% 0.50% 0.38% STA = 1+00.00 ELEV = 182.90 STA = 1+11.06 ELEV = 183.06 STA = 1+18.47 ELEV = 183.09 STA = 1+29.65 ELEV = 183.14 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-1A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:15:46 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET HAYES STREET DETAILED GRADING PLAN CASCADE DRIVE CURB RAMPS N CASCADE DR N CASCADE DR RAMP R/W R/W R/W R/W SE Curb Return NE Curb Return = STA:7+79.74 Cascade Dr RAMP = STA:13+73.74 Hayes St ---PAGE BREAK--- 21+00 57+97 (183.58) (183.68) (183.76) (183.68) (183.58) (183.59) (183.58) (183.58) (183.52) (183.64) (183.72) (183.64) (183.54) (183.50) (183.49) (183.52) (183.55) (183.47) (183.60) (183.68) (183.61) (183.51) (183.41) (183.44) (183.47) (183.51) (183.41) (183.56) (183.64) (183.57) (183.47) (183.39) (183.37) (183.43) (183.47) (183.35) (183.51) (183.60) (183.53) (183.45) (183.36) (183.28) (183.33) (183.40) (183.29) (183.45) (183.56) (183.49) (183.37) (183.32) (183.25) (183.24) (183.34) (183.23) (183.39) (183.52) (183.45) (183.34) (183.20) (183.11) (183.13) (183.28) (183.17) (183.33) (183.48) (183.41) (183.32) (183.21) (183.09) (183.22) (183.30) (183.14) (183.30) (183.45) (183.36) (183.27) (183.05) (183.13) (183.22) (183.40) (183.14) (183.29) (183.43) (183.30) (183.21) (183.02) (183.15) (183.23) (183.43) (183.12) (183.29) (183.41) (183.28) (183.15) (182.99) (183.15) (183.27) (183.40) (183.11) (183.28) (183.39) (183.25) (183.11) (182.96) (183.14) (183.13) (183.23) (183.10) (183.26) (183.36) (183.23) (183.09) (182.92) (183.15) (182.89) (183.07) (183.09) (183.24) (183.34) (183.21) (183.07) (182.89) (183.16) (182.92) (183.06) (183.08) (183.21) (183.32) (183.19) (183.09) (182.87) (183.18) (183.02) (183.05) (183.06) (183.18) (183.30) (183.18) (183.11) (182.85) (183.19) (183.11) (183.14) (183.50) (183.45) (183.42) (183.41) (183.40) (183.50) (183.55) (183.52) (183.31) (183.26) (183.56) (183.56) (183.53) (183.50) (183.41) (183.52) (183.60) (183.67) (183.64) (183.46) (183.63) (183.61) (183.58) (183.41) (183.71) (183.70) (183.77) (183.73) (183.65) (183.64) (183.46) (183.65) (183.48) (183.59) 183.50 183.10 183.20 183.30 183.40 183.60 183.70 183.80 183.90 183.70 183.80 183.00 183.50 183.10 183.20 183.30 183.40 183.60 183.70 183.80 183.80 183.92 183.82 183.72 183.62 183.52 183.42 183.32 183.22 183.12 183.11 183.21 183.31 183.41 183.51 183.61 183.71 183.81 183.91 183.89 183.79 183.69 183.59 183.49 183.39 183.29 183.19 183.09 183.08 183.06 183.05 183.03 183.02 183.00 182.99 182.97 182.96 182.94 182.92 182.91 182.89 183.18 183.16 183.15 183.13 183.12 183.10 183.09 183.07 183.06 183.04 183.02 183.01 182.99 183.28 183.26 183.25 183.23 183.22 183.20 183.19 183.17 183.16 183.14 183.12 183.11 183.09 183.38 183.36 183.35 183.33 183.32 183.30 183.29 183.27 183.26 183.24 183.22 183.21 183.19 183.48 183.46 183.45 183.43 183.42 183.40 183.39 183.37 183.36 183.34 183.32 183.31 183.29 183.58 183.56 183.55 183.53 183.52 183.50 183.49 183.47 183.46 183.44 183.42 183.41 183.39 183.68 183.66 183.65 183.63 183.62 183.60 183.59 183.57 183.56 183.54 183.52 183.51 183.49 183.78 183.76 183.75 183.73 183.71 183.70 183.69 183.67 183.66 183.64 183.62 183.61 183.59 183.88 183.86 183.85 183.83 183.81 183.80 183.78 183.77 183.75 183.74 183.72 183.71 183.69 183.89 183.89 183.89 183.90 183.91 183.90 183.88 183.85 183.81 183.79 183.78 183.73 183.78 183.83 183.89 183.93 183.87 183.81 183.75 183.70 183.62 183.69 183.76 183.84 183.92 183.83 183.75 183.68 183.61 183.60 183.69 183.78 183.89 183.78 183.69 183.60 183.52 183.62 183.72 183.82 183.71 183.62 183.52 182.90 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:15:53 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING 0 5 2.5 5 Scale: 1" = 5' GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX See Sht. 2E-2B For Curb Return Details See Sht. 2E-2A For Curb Return Details ---PAGE BREAK--- 20+25 20+50 20+75 0+91 1+00 1+25 11.85' 7.41' 7.41' 6.50' 8.00' 5.00' 5.00' 6.00' 9.22' 7.52' 6.00' 3.42' 7.13' 1.48' 6.09' L26.67' R20.00' Δ76.39° 9.0% 7.1% 1.5% 183.77 184.50 183.68 184.04 FL:183.91 FL:183.68 FL:183.59 FL:183.45 TC:184.41 TC:183.68 TC:183.59 TC:183.95 183.96 183.83 183.87 (183.80) FL:183.36 TC:183.86 1.8% Hayes Street STA:20+41.31, 34.00'Rt. Killian Springs STA:57+25.37, 20.00'Lt. 1.5% 1.5% 1.5% 183 184 185 183 184 185 0+90.63 1+00 1+50 -2.00% -1.25% -1.82% STA = 1+00.00 ELEV = 184.00 STA = 1+16.32 ELEV = 183.68 STA = 1+23.73 ELEV = 183.59 STA = 1+31.13 ELEV = 183.45 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-2A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:16:08 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET DETAILED GRADING PLAN CURB RAMPS RAMP R/W R/W KILLIAN STREET SW Curb Return = STA:20+41.31 Hayes St ---PAGE BREAK--- 1+00 1+42 L26.96' R20.00' Δ77.24° 12.15' 7.41' 7.41' 6.50' 8.20' 5.00' 5.00' 9.22' 7.52' 3.42' 3.57' 3.57' 1.48' 6.50' 6.00' 6.09' 184.02 183.67 183.76 184.33 FL:183.74 FL:183.67 FL:183.43 TC:184.24 TC:183.67 TC:183.93 6.7% FL:183.34 TC:183.84 FL:183.58 TC:183.58 1.5% 183.94 (183.88) (183.79) 183.82 6.8% 1.5% 1.7% Killian Springs STA:57+24.24, 20.00'Rt. Hayes Street STA:21+12.20, 34.06'Rt. 1.5% 182 183 184 185 182 183 184 185 0+90 1+00 1+42.32 2.00% 1.25% 0.55% STA = 1+00.00 ELEV = 183.43 STA = 1+07.41 ELEV = 183.58 STA = 1+14.81 ELEV = 183.67 STA = 1+31.68 ELEV = 183.76 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-2B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:16:26 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET DETAILED GRADING PLAN CURB RAMPS RAMP KILLIAN STREET SE Curb Return = STA:57+24.24 Killian Springs R/W R/W ---PAGE BREAK--- WM WM 25+00 19+70 20+00 (182.19) (182.49) (182.54) (182.55) (182.33) (182.09) (181.85) (182.08) (182.32) (182.55) (182.55) (182.33) (182.09) (181.85) (182.12) (182.25) (182.39) (182.54) (182.33) (182.09) (181.88) (182.16) (182.30) (182.45) (182.54) (182.33) (182.12) (181.98) (182.21) (182.39) (182.47) (182.53) (182.36) (182.21) (182.05) (182.27) (182.44) (182.49) (182.53) (182.42) (182.26) (182.10) (182.25) (182.42) (182.48) (182.54) (182.43) (182.30) (182.16) (182.22) (182.38) (182.48) (182.55) (182.44) (182.31) (182.18) (182.19) (182.33) (182.48) (182.57) (182.46) (182.32) (182.19) (182.23) (182.34) (182.44) (182.58) (182.47) (182.33) (182.19) (182.25) (182.36) (182.48) (182.60) (182.48) (182.34) (182.19) (182.27) (182.39) (182.51) (182.62) (182.49) (182.34) (182.20) (182.30) (182.46) (182.54) (182.63) (182.49) (182.35) (182.15) (182.29) (182.50) (182.57) (182.65) (182.51) (182.31) (182.11) (182.26) (182.43) (182.57) (182.67) (182.51) (182.29) (182.06) (182.26) (182.41) (182.56) (182.69) (182.53) (182.34) (182.12) (181.98) (181.75) (181.62) (181.55) (181.49) (181.93) (181.78) (181.58) (181.50) (181.43) (181.46) (181.38) (181.88) (181.70) (181.54) (182.55) (182.44) (182.31) (182.01) (181.74) (181.67) (182.00) (181.80) (181.74) (182.00) (181.87) (181.79) (182.04) (181.82) (181.71) (181.54) (181.38) (181.25) (181.66) (181.50) (181.68) (181.60) (181.61) (181.55) (181.99) (181.76) (181.59) (181.72) (181.82) (181.62) (181.71) (181.95) (181.91) 78.04° 5.00' Typ. 182.30 181.50 181.50 182.00 182.00 181.60 181.60 181.70 181.70 181.80 181.80 181.90 181.90 182.10 182.10 182.20 182.20 182.30 182.32 182.22 182.12 182.02 181.92 181.81 181.71 182.30 182.20 182.10 182.00 181.90 181.80 181.70 182.27 182.17 182.07 181.97 181.87 181.77 181.67 182.29 182.19 182.09 181.99 181.89 181.78 181.68 182.26 182.16 182.06 181.96 181.86 181.75 181.65 182.24 182.14 182.04 181.94 181.84 181.74 181.64 182.23 182.13 182.03 181.93 181.83 181.72 181.62 182.23 182.13 182.02 181.92 181.83 181.73 181.63 182.24 182.14 182.04 181.94 181.84 181.74 181.65 182.26 182.16 182.05 181.95 181.86 181.76 181.66 182.27 182.17 182.07 181.97 181.87 181.77 181.68 182.29 182.19 182.08 181.98 181.89 181.79 181.69 182.30 182.20 182.10 182.00 181.90 181.80 181.71 182.32 182.22 182.11 182.01 181.92 181.82 181.72 182.33 182.23 182.13 182.03 181.93 181.83 181.74 182.35 182.25 182.14 182.04 181.95 181.85 181.75 181.64 181.63 181.65 181.61 181.56 181.49 181.59 181.54 181.47 181.39 181.36 181.24 181.40 181.41 181.42 181.42 181.40 181.41 181.38 181.41 181.36 181.41 181.34 181.57 181.53 181.47 181.55 181.51 181.46 181.54 181.50 181.46 181.55 181.50 181.45 181.56 181.51 181.46 181.58 181.52 181.47 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:16:34 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING PLAN COZY WAY 0 5 2.5 5 Scale: 1" = 5' GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX COZY WAY See Sht. 2E-3B For Curb Return Details See Sht. 2E-3A For Curb Return Details See Sht. 2E-3B For Curb Return Details ---PAGE BREAK--- 25+00 25+25 2 20+00 0+78 1+00 1+37 9.90' 7.41' 9.90' 6.53' 5.00' 5.44' 6.50' 5.11' 6.53' 5.00' 6.68' 6.68' 6.50' L27.21' R20.00' Δ77.96° 7.8% 5.2% 1.5% 182.23 181.70 181.66 182.01 181.92 (181.80) FL:181.57 FL:181.64 FL:181.61 FL:181.42 TC:182.14 TC:181.61 TC:181.57 TC:181.92 1.5% 0.7% 1.5% (181.84) Hayes Street STA:25+09.21, 18.50'Lt. Cozy Way STA:20+42.96, 17.29'Lt. 1.5% FL:181.33 TC:181.83 180 181 182 183 180 181 182 183 0+78.47 1+00 1+37.21 0.50% 0.30% 1.50% 1.50% STA = 0+88.47 ELEV = 181.25 STA = 1+00.00 ELEV = 181.42 STA = 1+09.90 ELEV = 181.57 STA = 1+17.31 ELEV = 181.61 STA = 1+27.21 ELEV = 181.64 FINISH GRADE EXISTING GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-3A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:16:51 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW COZY STREET DETAILED GRADING PLAN COZY WAY CURB RAMPS HAYES STREET RAMP R/W R/W NW Curb Return = STA:20+42.96 Cozy Way ---PAGE BREAK--- 25+75 26+00 0+87 1+00 D 10.37' 7.41' 10.37' 7.35' 8.26' 5.65' 5.07' 6.50' 8.26' 4.96' 7.00' 5.00' 7.00' 6.50' L35.48' R20.00' Δ101.66° 5.00' 5.21' 5.00' 7.00' 6.50' (181.44) 181.65 181.79 181.97 181.72 181.76 182.28 FL:181.69 FL:181.67 FL:181.63 FL:181.38 FL:181.20 FL:181.06 FL:181.11 TC:182.19 TC:181.67 TC:181.63 TC:181.88 TC:181.70 TC:181.56 7.3% 1.5% 3.5% 182.45 182.42 182.44 182.96 FL:182.32 FL:182.33 FL:182.35 FL:182.37 TC:182.36 TC:182.33 TC:182.35 TC:182.87 0.5% 7.4% 1.5% 0.3% 1.5% 1.5% 2.0% 0.7% (181.47) Hayes Street STA:25+85.32, 18.51'Lt. Hayes Street STA:25+65.22, 15.50'Rt. Hayes Street STA:25+82.42, 15.50'Rt. Cozy Way STA:20+60.39, 17.12'Rt. 1.5% 1.5% 1.5% 180 181 182 183 180 181 182 183 0+86.84 1+00 1+50 1+62.61 -0.20% -0.50% -2.44% -1.72% STA = 1+00.00 ELEV = 181.69 STA = 1+10.37 ELEV = 181.67 STA = 1+17.78 ELEV = 181.63 STA = 1+35.50 ELEV = 181.20 STA = 1+48.76 ELEV = 180.97 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-3B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:17:06 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW COZY STREET DETAILED GRADING PLAN COZY WAY CURB RAMPS HAYES STREET RAMP R/W R/W R/W NE Curb Return = STA:25+85.32 Hayes St ---PAGE BREAK--- 29+00 30+30 (182.76) (182.81) (182.83) (182.88) (182.63) (182.37) (182.16) (182.78) (182.80) (182.83) (182.85) (182.60) (182.43) (182.31) (182.76) (182.80) (182.83) (182.82) (182.70) (182.60) (182.41) (182.72) (182.79) (182.83) (182.80) (182.81) (182.71) (182.48) (182.69) (182.78) (182.80) (182.77) (182.78) (182.77) (182.63) (182.68) (182.73) (182.76) (182.74) (182.75) (182.73) (182.65) (182.68) (182.71) (182.71) (182.71) (182.71) (182.69) (182.67) (182.65) (182.67) (182.67) (182.70) (182.69) (182.66) (182.64) (182.58) (182.65) (182.65) (182.70) (182.73) (182.71) (182.64) (182.55) (182.64) (182.64) (182.70) (182.78) (182.70) (182.63) (182.55) (182.62) (182.64) (182.70) (182.78) (182.70) (182.62) (182.55) (182.61) (182.64) (182.69) (182.78) (182.73) (182.64) (182.59) (182.61) (182.64) (182.70) (182.67) (182.66) (182.66) (182.57) (182.68) (182.70) (182.66) (182.64) (182.64) (182.63) (182.69) (182.69) (182.69) (182.68) (182.66) (182.65) (182.63) (182.29) (182.48) (182.51) (182.53) (182.57) (182.57) (182.56) (182.55) (182.56) (182.55) (182.32) (182.37) (182.45) (182.52) (182.48) (182.47) (182.53) (182.17) (182.30) (182.42) (182.49) (182.41) (182.39) (182.50) (182.05) (182.18) (182.31) (182.46) (182.40) (182.32) (182.45) (182.45) 183.00 182.70 182.80 182.90 183.10 183.20 183.20 183.00 183.10 182.50 183.00 182.60 182.70 182.80 182.90 183.10 183.29 183.19 183.09 182.99 182.80 182.89 182.70 183.28 183.18 183.08 182.98 182.78 182.88 182.68 183.26 183.16 183.06 182.96 182.77 182.86 182.67 183.25 183.15 183.05 182.95 182.75 182.85 182.65 183.23 183.13 183.03 182.93 182.74 182.83 182.64 183.22 183.12 183.02 182.92 182.72 182.82 182.62 183.20 183.10 183.00 182.90 182.71 182.80 182.61 183.19 183.09 182.99 182.89 182.69 182.79 182.59 183.17 183.07 182.97 182.87 182.68 182.77 182.58 183.16 183.06 182.96 182.86 182.66 182.76 182.56 183.14 183.04 182.94 182.84 182.65 182.74 182.55 183.13 183.03 182.93 182.83 182.63 182.73 182.53 183.11 183.01 182.91 182.81 182.62 182.71 182.52 183.10 183.00 182.90 182.80 182.60 182.70 182.50 183.08 182.98 182.88 182.78 182.59 182.68 182.49 183.21 183.19 183.19 183.21 183.23 183.19 183.14 183.10 183.09 183.12 183.14 183.18 183.02 183.07 183.14 182.88 182.96 183.05 183.16 183.05 182.96 183.21 183.12 183.04 183.24 183.17 183.10 183.04 182.97 182.88 183.02 183.11 89.88° J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:17:14 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING PLAN SMITH DRIVE 0 5 2.5 5 Scale: 1" = 5' GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX SMITH DR See Sht. 2E-4B For Curb Return Details See Sht. 2E-4A For Curb Return Details ---PAGE BREAK--- 28+75 29+00 29+25 30+00 0+89 1+00 6.50' L31.23' R20.00' Δ89.47° 8.09' 5.00' 11.98' 7.41' 11.84' BC:183.89 BC:183.33 BC:183.26 FL:183.30 FL:183.24 FL:183.17 FL:182.86 TC:183.36 TC:183.58 TC:183.24 TC:183.80 6.7% 1.5% 1.5% 1.5% TC:183.90 TC:183.75 TC:183.34 183.89 Hayes Street STA:28+86.82, 15.50'Rt. Smith Dr STA:29+64.72, 16.03'Lt. STA:29+62 1.5% 181 182 183 184 181 182 183 184 0+89.07 1+00 1+41.33 -0.50% -1.00% -2.57% STA = 1+00.00 ELEV = 183.30 STA = 1+11.98 ELEV = 183.24 STA = 1+19.39 ELEV = 183.17 STA = 1+31.45 ELEV = 182.86 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-4A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:17:30 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN SMITH DRIVE CURB RAMPS HAYES STREET SMITH DR RAMP R/W R/W SW Curb Return = STA:28+86.82 Hayes St ---PAGE BREAK--- 29+25 29+50 1+00 12.02' 7.41' 12.02' 6.50' 8.12' 5.00' 6.50' 1.91' 7.00' 5.00' 7.00' 6.50' L31.46' R20.00' Δ90.12° 183.07 182.54 182.53 183.01 FL:182.48 FL:182.45 FL:182.44 FL:182.42 TC:182.98 TC:182.45 TC:182.44 TC:182.92 7.4% 6.8% 1.5% 1.5% 5.3% BC:183.63 BC:183.23 BC:183.67 FL:182.79 FL:183.04 FL:183.14 FL:183.08 TC:183.29 TC:183.53 TC:183.14 TC:183.58 0.3% 1.5% 1.2% 1.5% TC:183.68 TC:183.23 TC:183.62 (182.70) Hayes Street STA:29+38.08, 18.50'Lt. Hayes Street STA:29+57.08, 18.50'Lt. Hayes Street STA:29+61.04, 15.50'Rt. Smith Dr STA:29+62.52, 18.18'Rt. 1.5% 1.5% 181 182 183 184 181 182 183 184 0+91.13 1+00 1+48.22 1.83% 1.25% -0.50% STA = 1+00.00 ELEV = 182.79 STA = 1+14.29 ELEV = 183.05 STA = 1+21.65 ELEV = 183.14 STA = 1+33.48 ELEV = 183.08 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-4B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:17:44 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN SMITH DRIVE CURB RAMPS HAYES STREET SMITH DR RAMP R/W R/W R/W SE Curb Return = STA:29+62.52 Smith Dr ---PAGE BREAK--- WM 34+00 40+00 40+30 (181.28) (181.43) (181.59) (181.51) (181.35) (181.17) (181.32) (181.45) (181.59) (181.52) (181.32) (181.13) (181.32) (181.46) (181.61) (181.54) (181.34) (181.18) (181.33) (181.48) (181.62) (181.55) (181.36) (181.29) (181.36) (181.49) (181.64) (181.57) (181.45) (181.40) (181.44) (181.54) (181.65) (181.61) (181.56) (181.50) (181.46) (181.58) (181.68) (181.67) (181.62) (181.58) (181.44) (181.59) (181.70) (181.62) (181.54) (181.50) (181.42) (181.61) (181.71) (181.63) (181.46) (181.42) (181.42) (181.62) (181.72) (181.64) (181.47) (181.34) (181.43) (181.64) (181.73) (181.65) (181.48) (181.30) (181.44) (181.63) (181.77) (181.69) (181.52) (181.39) (181.45) (181.65) (181.74) (181.66) (181.49) (181.32) (181.46) (181.65) (181.75) (181.67) (181.50) (181.33) (181.45) (181.64) (181.76) (181.68) (181.51) (181.34) (181.23) (181.12) (181.02) (181.34) (181.25) (181.15) (181.44) (181.39) (181.29) (181.53) (181.48) (181.42) (181.37) (181.33) (181.24) (181.45) (181.41) (181.35) (181.29) (181.23) (181.14) (181.21) (181.13) (181.03) (181.04) (180.97) (180.93) (181.11) (181.05) (181.00) (181.24) (181.69) (181.13) (181.13) (181.61) 78.13° 5.40' 5.36' 5.00' Typ. 4.89' Typ. 181.50 182.00 181.30 181.40 181.60 181.70 181.80 181.90 181.00 181.73 181.63 181.52 181.43 181.33 181.23 181.75 181.65 181.54 181.45 181.35 181.25 181.77 181.67 181.56 181.47 181.37 181.27 181.79 181.69 181.58 181.48 181.39 181.29 181.81 181.71 181.60 181.50 181.40 181.30 181.83 181.73 181.62 181.52 181.42 181.32 181.85 181.74 181.64 181.54 181.44 181.34 181.87 181.77 181.66 181.56 181.46 181.36 181.89 181.79 181.68 181.58 181.48 181.38 181.91 181.81 181.70 181.60 181.50 181.40 181.93 181.83 181.72 181.62 181.52 181.42 181.95 181.85 181.74 181.64 181.54 181.44 181.97 181.87 181.76 181.66 181.56 181.46 181.99 181.88 181.78 181.68 181.58 181.48 182.01 181.90 181.80 181.70 181.59 181.49 181.30 181.32 181.34 181.36 181.37 181.39 181.17 181.20 181.23 181.26 181.27 181.28 181.23 181.25 181.26 181.27 181.29 181.32 181.14 181.22 181.24 181.24 181.23 181.26 181.19 181.11 181.06 180.97 181.05 181.11 181.18 180.96 181.14 181.10 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:17:51 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING PLAN LEASURE STREET 0 5 2.5 5 Scale: 1" = 5' GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX LEASURE ST See Sht. 2E-5B For Curb Return Details See Sht. 2E-5A For Curb Return Details ---PAGE BREAK--- 33+75 34+00 40+00 0+90 1+00 6.50' 7.00' 5.00' 7.00' 6.50' L27.24' R20.00' Δ78.03° 6.69' 5.00' 6.69' 6.50' 9.92' 9.92' 7.41' BC:181.74 BC:181.14 BC:181.03 BC:181.48 FL:181.15 FL:181.05 FL:180.94 FL:180.89 TC:181.65 TC:181.05 TC:180.94 TC:181.39 BC:182.44 BC:181.96 BC:181.98 BC:182.50 FL:181.85 FL:181.87 FL:181.89 FL:181.91 TC:182.35 TC:181.87 TC:181.89 TC:182.41 6.8% 7.5% 1.5% TC:182.44 TC:182.46 TC:182.48 TC:182.50 TC:181.74 TC:181.48 TC:181.64 TC:181.53 6.5% 8.8% 1.5% 1.5% 0.3% 2.2% 1.5% (181.32) (182.02) Hayes Street STA:33+80.02, 18.50'Lt. Hayes Street STA:33+82.60, 15.42'Rt. Hayes Street STA:34+01.59, 14.72'Rt. Leasure St STA:39+68.44, 16.86'Rt. STA:39+5 1.5% 1.5% 180 181 182 183 180 181 182 183 0+90 1+00 1+39.43 0.50% 1.50% 0.98% STA = 1+00.00 ELEV = 180.89 STA = 1+09.68 ELEV = 180.94 STA = 1+17.43 ELEV = 181.05 STA = 1+27.24 ELEV = 181.15 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-5A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:18:06 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN LEASURE STREET CURB RAMPS HAYES STREET LEASURE ST RAMP R/W R/W R/W NW Curb Return = STA:39+68.44 Leasure St ---PAGE BREAK--- 34+25 34+50 0+83 1+00 6.39' 5.00' 7.00' 6.50' 8.93' 8.82' 8.93' 6.50' 0.61' 6.50' 5.06' 5.00' 5.06' L35.58' R20.00' Δ101.93° TC:181.71 TC:181.84 TC:181.96 TC:181.96 FL:181.10 FL:181.12 FL:181.25 FL:181.34 FL:181.37 TC:181.60 TC:181.62 TC:181.25 TC:181.34 TC:181.87 7.3% 6.6% 1.5% 7.6% 7.5% 1.5% 182.62 182.14 182.16 182.68 FL:182.03 FL:182.05 FL:182.07 FL:182.09 TC:182.52 TC:182.05 TC:182.07 TC:182.59 1.94' BC:181.71 BC:181.34 BC:181.43 BC:181.88 BC:181.96 TC:181.93 1.5% 1.5% 0.3% 1.6% (182.00) (181.12) Hayes Street STA:34+51.91, 20.50'Lt. Hayes Street STA:34+34.83, 13.50'Rt. Hayes Street STA:34+53.22, 13.50'Rt. Leasure St STA:39+56.32, 17.21'Lt. 1.5% 1.5% (181.34) 180 181 182 183 180 181 182 183 0+83.48 1+00 1+44.79 -0.30% -1.00% -1.48% -2.94% STA = 1+00.00 ELEV = 181.37 STA = 1+10.87 ELEV = 181.34 STA = 1+19.69 ELEV = 181.25 STA = 1+28.62 ELEV = 181.12 STA = 1+34.79 ELEV = 180.94 EXISTING GRADE FINISH GRADE -0.37% 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-5B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:18:23 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN LEASURE STREET CURB RAMPS HAYES ST LEASURE ST RAMP R/W R/W R/W NE Curb Return = STA:34+51.91 Hayes St R/W ---PAGE BREAK--- WM WM 37+00 49+80 50+00 (181.69) (181.78) (181.87) (181.80) (181.62) (181.43) (181.87) (181.63) (181.73) (181.84) (181.78) (181.60) (181.40) (181.30) (181.58) (181.68) (181.79) (181.77) (181.61) (181.44) (181.28) (181.55) (181.64) (181.75) (181.75) (181.64) (181.53) (181.42) (181.49) (181.59) (181.70) (181.70) (181.60) (181.49) (181.38) (181.43) (181.54) (181.65) (181.64) (181.55) (181.45) (181.31) (181.36) (181.50) (181.60) (181.59) (181.50) (181.41) (181.23) (181.29) (181.46) (181.55) (181.53) (181.44) (181.35) (181.25) (181.23) (181.42) (181.51) (181.48) (181.39) (181.28) (181.21) (181.20) (181.35) (181.46) (181.42) (181.32) (181.21) (181.13) (181.18) (181.29) (181.40) (181.36) (181.25) (181.15) (181.00) (181.13) (181.24) (181.35) (181.31) (181.21) (181.01) (180.82) (181.09) (181.19) (181.30) (181.26) (181.07) (180.86) (180.66) (181.03) (181.15) (181.26) (181.15) (180.96) (180.77) (181.05) (180.95) (181.08) (181.22) (181.11) (180.90) (180.70) (181.07) (181.65) (181.28) (181.10) (181.20) (181.10) (181.17) (181.11) (181.17) (181.11) (181.05) (181.23) (181.12) (181.01) (181.11) (181.00) (180.89) (181.00) (180.88) (180.77) (180.89) (180.76) (181.01) (180.66) (180.68) (180.59) (180.70) (180.79) (180.90) (180.81) (180.99) (180.88) 78.13° 5.07 4.89 Typ. 5.07 5.00 Typ. 181.00 181.50 181.50 182.00 182.00 180.90 180.90 181.10 181.20 181.20 181.30 181.30 181.40 181.40 181.60 181.60 181.70 181.70 181.80 181.80 181.90 181.90 182.10 182.10 2+00 182.03 181.93 181.83 181.73 181.64 181.54 181.44 182.05 181.95 181.85 181.75 181.65 181.55 181.46 182.06 181.96 181.86 181.76 181.67 181.57 181.47 182.08 181.98 181.88 181.78 181.68 181.58 181.49 182.09 181.99 181.89 181.79 181.70 181.60 181.50 182.11 182.01 181.91 181.81 181.71 181.61 181.52 182.12 182.02 181.92 181.82 181.73 181.63 181.53 182.12 182.02 181.92 181.82 181.72 181.62 181.52 182.11 182.01 181.91 181.81 181.70 181.60 181.50 182.09 181.99 181.89 181.79 181.69 181.59 181.49 182.08 181.98 181.88 181.78 181.67 181.57 181.47 182.06 181.96 181.86 181.76 181.66 181.56 181.46 182.05 181.95 181.85 181.75 181.64 181.54 181.44 182.03 181.93 181.83 181.73 181.63 181.53 181.43 182.02 181.92 181.82 181.72 181.61 181.51 181.41 181.33 181.21 181.36 181.24 181.38 181.25 181.39 181.27 181.41 181.28 181.40 181.27 181.39 181.27 181.39 181.28 181.15 181.03 181.13 180.97 181.10 180.89 181.07 180.80 180.90 181.37 181.31 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:18:31 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING PLAN HALL STREET 0 5 2.5 5 Scale: 1" = 5' GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX HALL STREET See Sht. 2E-6B For Curb Return Details See Sht. 2E-6A For Curb Return Details ---PAGE BREAK--- 36+50 36+75 50+00 50+25 0+90 1+00 1+38 L27.17' R20.00' Δ77.83° 9.76' 5.00' 3.58' 6.50' 6.50' 14.45' 7.41' 5.30' 6.50' 7.00' 5.00' 7.00' TC:182.01 TC:181.94 TC:181.86 TC:181.65 TC:181.92 TC:181.35 TC:181.27 TC:181.56 FL:181.06 FL:181.27 FL:181.35 FL:181.42 BC:182.01 BC:181.44 BC:181.36 BC:181.65 1.5% 5.7% 8.1% 6.8% 7.4% 1.5% 182.71 182.23 182.24 182.76 FL:182.12 FL:182.14 FL:182.15 FL:182.17 TC:182.62 TC:182.14 TC:182.15 TC:182.67 1.5% 0.3% 1.5% 1.5% (181.92) (181.41) Hayes Street STA:36+45.86, 20.50'Lt. Hayes Street STA:36+48.40, 13.50'Rt. Hayes Street STA:36+67.40, 13.50'Rt. Hall St STA:50+33.57, 16.67'Lt. 1.5% 1.5% 180 181 182 183 180 181 182 183 0+90 1+00 1+37.71 4.00% 1.00% 0.50% STA = 1+00.00 ELEV = 181.06 STA = 1+05.30 ELEV = 181.27 STA = 1+12.71 ELEV = 181.35 STA = 1+27.17 ELEV = 181.42 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-6A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:18:48 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN HALL STREET CURB RAMPS HAYES STREET HALL ST RAMP R/W R/W NW Curb Return = STA:50+33.57 Hall St ---PAGE BREAK--- 75 37+00 37+25 50+25 50+50 0+85 1+00 1+ 7.35' 12.97' 8.82' 4.91' 6.50' L26.68' R15.00' Δ101.93° BC:181.27 BC:181.35 BC:181.91 BC:182.00 FL:180.83 FL:181.41 TC:181.09 TC:181.33 TC:181.91 FL:181.17 FL:181.26 TC:181.26 TC:181.63 1.5% 6.7% 1.5% 3.54' 5.00' 2.00' 2.00' 6.50' TC:181.70 TC:181.92 TC:182.00 TC:181.35 1.6% Hayes Street STA:37+17.52, 20.50'Lt. 57, 16.67'Lt. Hall St STA:50+46.66, 17.53'Rt. CROSSWALK CLOSED BARRICADE 180 181 182 180 181 182 0+85.47 1+00 1+44.91 -6.84% -1.00% -1.00% STA = 1+00.00 ELEV = 181.41 STA = 1+14.97 ELEV = 181.26 STA = 1+23.79 ELEV = 181.17 STA = 1+32.23 ELEV = 180.59 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-6B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:19:10 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN HALL STREET CURB RAMPS HAYES ST HALL ST RAMP R/W R/W NE Curb Return = STA:37+17.52 Hayes St ---PAGE BREAK--- 39+40 6+00 (179.41) (179.39) (179.38) (179.49) (179.87) (179.91) (179.92) (179.92) (179.93) (179.93) (179.94) (179.26) (179.40) (179.43) (179.31) (179.20) (179.28) (179.67) (179.96) (180.01) (180.01) (180.01) (180.02) (180.02) (180.02) (179.21) (179.28) (179.40) (179.30) (179.13) (179.58) (179.77) (179.88) (180.00) (180.01) (180.01) (180.01) (180.01) (179.32) (179.39) (179.26) (179.12) (179.61) (179.72) (179.84) (179.95) (180.00) (179.99) (179.99) (179.40) (179.31) (179.19) (179.60) (179.71) (179.83) (179.90) (179.98) (179.99) (179.99) (179.39) (179.26) (179.58) (179.70) (179.78) (179.86) (179.93) (180.00) (179.99) (179.99) 5.00 5.00 179.00 179.00 178.90 178.90 179.10 179.10 179.20 179.20 4+00 4+04 178.83 178.93 179.01 179.10 179.18 179.11 179.03 178.94 178.84 178.94 179.00 179.07 179.13 179.19 179.14 179.07 178.99 178.91 179.06 179.10 179.14 179.19 179.22 179.18 179.12 179.06 179.00 179.18 179.20 179.22 179.25 179.26 179.24 179.19 179.14 179.10 179.30 179.30 179.31 179.32 179.31 179.29 179.26 179.23 179.20 179.42 179.41 179.40 179.39 179.37 179.35 179.36 179.35 179.35 178.95 179.06 179.18 179.34 179.33 179.15 179.02 179.09 179.28 179.43 179.43 179.30 179.31 179.16 179.04 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-7 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Intersection-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:19:19 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES STREET INTERSECTION GRADING PLAN SETTLEMEIR AVE 0 Scale: 1" = 6' 6 6 3 GENERAL NOTES · Elevations Are Top Of Pavement Finished Grade Unless Otherwise Noted · Contours Are Top Of Pavement Finished Grade · Grids Are 5' Spacing · Extg. Grade Elevations = (XXX.XX) Prop. Grade Elevations = XXX.XX SETTLEMEIR AVE See Sht. 2E-7A For Curb Return Details See Sht. 2E-7A For Curb Return Details See Sht. 2E-7B For Curb Return Details See Sht. 2E-7B For Curb Return Details ---PAGE BREAK--- 39+00 39+25 L39.27' R25.00' Δ90.00° 3.88' 6.50' 2.87' 9.46' 6.76' 4.45' 1.35' 4.45' 6.76' 5.40' 2.17' 7.00' 5.00' 3.29' 1.00' 3.29' 5.00' 7.00' 6.50' 4.6% 0.3% 179.32 179.38 179.05 179.12 179.39 179.40 179.17 179.74 179.73 FL:178.73 FL:178.79 FL:178.96 FL:179.03 FL:179.05 FL:179.17 FL:179.08 FL:179.15 FL:179.14 TC:179.23 TC:179.29 TC:178.96 TC:179.03 TC:179.30 TC:179.31 TC:179.08 TC:179.65 TC:179.64 6.50' 8.2% 6.5% 1.5% 1.5% Hayes Street STA:38+98.66, 5.17'Lt. Settlemier Ave STA:6+49.22, 16.85'Lt. 1.5% 1.5% 1.3% 1.5% 1.3% 1.5% 2.3% 0+90 1+00 178 179 180 181 178 179 180 181 0+90 1+00 1+49.27 -1.50% -1.00% -0.56% -1.00% -1.75% STA = 1+00.00 ELEV = 179.18 STA = 1+02.17 ELEV = 179.15 STA = 1+08.92 ELEV = 179.08 STA = 1+19.17 ELEV = 179.03 STA = 1+25.93 ELEV = 178.96 STA = 1+39.28 ELEV = 178.73 EXISTING GRADE FINISH GRADE 5+50 5+75 1+00 1+49 L39.27' R25.00' Δ90.00° 13.34' 6.76' 6.45' 1.35' 4.61' 6.76' 6.00' 6.00' 5.00' 3.41' 1.00' 4.77' 5.00' 9.87' 179.15 179.26 179.62 179.64 179.47 180.08 FL:179.30 FL:179.28 FL:179.17 FL:179.06 FL:178.73 179.32 TC:179.23 TC:179.06 TC:179.17 TC:179.53 TC:179.55 3.8% 1.5% 7.4% 4.9% 9.0% 1.5% FL:179.38 TC:179.38 FL:179.49 FL:179.47 TC:179.48 TC:179.99 6.50' 6.50' 6.50' 2.0% 179.57 Hayes Street STA:38+89.19, 39.84'Rt. Settlemier Ave STA:5+41.82, 16.82'Lt. 1.5% 1.5% 1.5% 1.5% 1.9% 178 179 180 181 182 178 179 180 181 182 0+90 1+00 1+49.27 1.19% 1.50% 2.50% 1.50% 1.75% STA = 1+00.00 ELEV = 178.73 STA = 1+13.34 ELEV = 179.06 STA = 1+20.10 ELEV = 179.17 STA = 1+30.35 ELEV = 179.35 STA = 1+37.10 ELEV = 179.45 STA = 1+39.27 ELEV = 179.47 EXISTING GRADE FINISH GRADE 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-7A 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:19:48 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN SETTLEMEIR AVE HAYES ST HAYES ST SETTLEMEIR AVE SETTLEMEIR AVE R/W R/W NW Curb Return SW Curb Return = STA:6+49.22 Settlemier Ave = STA:38+98.66 Hayes St = STA:38+89.19 Hayes St = STA:5+41.82 Settlemier Ave RAMP RAMP RAMP RAMP ---PAGE BREAK--- 6+25 6+50 6+75 7.00' 5.00' 4.01' 5.45' 5.54' 12.68' L12.15' R248.33' L8.28' R50.00' 3.52' L5.30' R2.00' 2.09' L11.80' R50.00' L10.27' R248.33' 3.27' L10.07' R50.00' L4.11' R3.00' 1.72' L4.71' R3.00' FL:179.35 FL:179.45 FL:179.50 FL:179.46 FL:179.34 FL:179.31 FL:179.22 FL:179.20 FL:179.22 FL:179.12 FL:179.10 FL:179.13 TC:179.85 TC:179.95 TC:180.00 TC:179.96 TC:179.84 TC:179.73 TC:179.72 TC:179.63 TC:179.60 TC:179.62 TC:179.72 TC:179.70 TC:179.81 1.2% 0.2% 0.9% 1.2% (179.48) 179.09 (179.03) FL:179.07 FL:179.02 FL:178.99 TC:179.57 TC:179.02 TC:178.99 TC:178.90 5.6% 0.9% 1.5% 0.6% 2.5% 1.8% (179.39) (178.98) Settlemier Ave STA:6+28.83, 18.93'Rt. Settlemier Ave STA:6+44.83, 18.82'Rt. 1.5% 5+50 7.01' 5.00' 7.00' 5.13' 5.20' BC:179.98 BC:179.51 BC:179.46 BC:179.91 TC:180.09 TC:180.00 TC:179.96 FL:179.44 FL:179.39 FL:179.34 TC:179.92 TC:179.44 TC:179.39 TC:179.84 6.8% 1.5% 6.4% TC:179.91 1.0% 1.5% 1.5% (179.84) (180.01) (180.11) (179.97) Settlemier Ave STA:5+41.68, 18.89'Rt. Settlemier Ave STA:5+60.69, 18.94'Rt. 1.5% 21+50 21+75 22+00 22+25 1+42 D 7.00' 6.00' 7.00' 6.50' 7.00' 6.00' 7.00' 6.50' 11.44' 11.44' 4.71' L3.48' R10.00' L10.16' R35.00' L5.01' R2.00' 15.85' 15.85' 9.00' 9.00' 4.71' L3.48' R10.00' L10.16' R35.00' L5.01' R2.00' FL:183.02 FL:183.03 FL:183.05 FL:183.18 FL:183.25 FL:183.20 FL:183.04 FL:182.97 FL:182.97 FL:182.98 FL:183.16 FL:183.12 TC:183.52 TC:183.53 TC:183.55 TC:183.68 TC:183.75 TC:183.70 TC:183.66 TC:183.48 TC:183.62 TC:183.54 TC:183.47 TC:183.47 0.3% 2.0% 7.4% 6.8% 183.25 182.73 182.71 183.19 FL:182.66 FL:182.64 FL:182.62 FL:182.60 TC:183.16 TC:182.64 TC:182.62 TC:183.10 184.17 183.65 183.64 184.11 FL:183.58 FL:183.56 FL:183.55 FL:183.52 TC:184.08 TC:183.56 TC:183.55 TC:184.02 7.4% 6.8% 1.5% 1.5% 0.3% 0.3% Hayes Street STA:21+76.75, 12.50'Lt. Hayes Street STA:21+96.75, 12.50'Lt. Hayes Street STA:21+96.73, 33.50'Rt. Hayes Street STA:21+76.73, 33.50'Rt. 1.5% 1.5% 2.0% 0.3% 1.5% 1.5% 1.5% 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. 3. See Standard ODOT Details RD902, RD904, RD906, and RD920 for Curb Ramp Construction on Sheet 2B-6 TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-7B 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:20:11 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN SETTLEMEIR AVE SETTLEMIER AVE SETTLEMIER AVE HAYES ST R/W SETTLEMIER AVE ---PAGE BREAK--- +25 4+50 4+75 5+00 5+25 FL:180.81 FL:180.87 FL:180.89 FL:180.79 FL:180.64 FL:180.60 FL:180.56 FL:180.52 FL:180.45 FL:180.61 FL:180.63 FL:180.65 FL:180.58 TC:181.37 TC:181.31 TC:181.39 TC:181.29 TC:181.14 TC:181.10 TC:181.06 TC:181.08 TC:181.24 TC:181.27 TC:181.23 TC:181.07 TC:181.02 FL:179.81 180.37 180.44 180.51 180.52 (180.54) (180.64) 180.40 (180.03) (180.35) 10.72' 5.35' 5.00' 7.44' 4.84' 5.26' 16.00' 6.15' 7.85' 5.00' 5.96' 5.94' 16.03' 24.56' 18.13' 16.59' 5.39' 7.02' 3.63' 10.33' 2.21' 4.73' 64.07' 5.00' 19.28' TC:180.31 7.38' (180.27) (179.98) 0.5% 3.9% 0.4% 2.7% 0.5% 0.5% 0.2% 2.6% 1.2% 2.6% 0 5 2.5 5 Scale: 1" = 5' SIDEWALK RAMP GENERAL NOTES LEGEND Detectable Warning Surface Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope) Slope 7.5%. (max. 8.3% Finished Surface Slope) Turning Space 1. Contractor shall be responsible for meeting all americans with disabilities (ADA) requirements as defined by the public rights-of-way accessibility guidelines (PROWAG). Details and dimensions shown are approximate only and intended as a guide for initial layout purposes only and are not complete. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet ada requirements. Should any error or inconsistency exist the contractor shall not proceed with the work affected until reported to the engineer for clarification or correction. 2. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no cost to the city. TC = Top of Curb Elevation BC = Bottom of Curb Elevation ABBREVIATION FL = Flow Line ( ) = Match Extg. Grade J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-8 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Detailed-Grading-Plans-24512.dwg Plot Stamp: 5/27/2022 11:20:22 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED GRADING PLAN HAYES STREET CUL-DE-SAC SETTLEMIER AVE R/W R/W R/W HAYES ST ---PAGE BREAK--- F F F F F STA:14+53.43, 21.93'Rt. STA:14+71.88, 23.56'Rt. 14+50 14+75 15+00 18.0' 18.2' 16.6' 18.1' 7.5' 6.0' 7.0' FL:184.18 FL:184.26 FL:184.39 FL:184.35 TC:184.68 TC:184.30 TC:184.39 TC:184.89 BC:184.77 BC:184.39 BC:185.20 TC:184.77 TC:184.92 TC:185.70 BC:184.98 BC:184.48 BC:185.24 TC:185.74 TC:184.98 TC:185.02 1.5% 5.4% 6.6% 4.6% 4.5% F F F F F F STA:16+15.29, 33.50'Rt. STA:16+33.29, 33.50'Rt. 16+00 16+25 16+50 18.0' 4.8' 5.1' 7.0' 7.0' 6.0' FL:184.95 FL:184.97 FL:185.04 FL:185.02 TC:185.45 TC:185.01 TC:185.54 TC:185.06 BC:185.54 BC:185.10 BC:185.26 TC:185.54 TC:185.63 TC:185.76 BC:185.63 BC:185.28 TC:185.63 TC:185.69 TC:185.78 1.5% 6.2% 6.8% 2.6% 3.2% BC:185.15 F F F F F F F F F F STA:18+27.79, 12.50'Lt. STA:18+47.79, 12.50'Lt. 00 18+25 18+50 18 7.0' 20.0' 7.0' 12.4' 20.0' 12.4' 6.0' FL:183.75 FL:183.73 TC:184.25 TC:183.77 FL:183.64 FL:183.67 TC:184.14 TC:183.71 184.23 183.80 (184.19) 184.34 183.86 (184.25) 1.5% 6.2% 6.9% 3.2% 3.2% F F F F F F F F F STA:22+88.09, 12.50'Lt. STA:23+12.09, 12.50'Lt. 22+75 23+00 23+25 6.0' 7.0' 10.1' 25.7' 24.0' 10.0' 7.0' FL:182.32 FL:182.34 TC:182.84 TC:182.36 FL:182.22 FL:182.24 TC:182.72 TC:182.29 182.81 182.38 (182.26) 182.93 182.45 (181.86) 6.9% 6.2% 1.5% 1.2% 5.8% F F F F F F F F F F STA:21+08.87, 12.50'Lt. STA:21+28.87, 12.50'Lt. 21+00 21+25 21+50 7.0' 10.0' 20.0' 10.0' 7.0' 6.0' FL:182.87 FL:182.89 TC:183.39 TC:182.91 FL:182.78 FL:182.80 TC:182.85 TC:183.28 183.37 182.94 (183.01) 183.48 183.00 (182.93) 1.5% 6.2% 6.9% 0.7% 0.7% F F F F F F F F F F STA:20+21.34, 12.50'Lt. STA:20+41.34, 12.50'Lt. 20+00 20+25 20+50 7.0' 17.3' 20.0' 10.1' 10.1' 6.0' FL:183.13 FL:183.16 TC:183.66 TC:183.18 FL:183.05 FL:183.07 TC:183.11 TC:183.37 183.46 183.20 (183.24) 183.75 183.27 (183.58) 1.5% 3.7% 6.9% 3.1% 0.4% 7.0' F F F F F F F F F STA:23+75.78, 13.69'Lt. STA:23+95.75, 14.74'Lt. 23+50 24+00 6.0' 7.0' 5.0' 18.6' 5.1' 7.0' 20.0' FL:182.07 FL:182.05 TC:182.57 TC:182.09 FL:181.97 FL:181.99 TC:182.47 TC:182.03 182.56 182.12 (181.93) 182.66 182.18 (181.73) 1.5% 6.2% 6.9% 8.9% 3.8% J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-10 2015-001-20 File: H:\24\24512 - W. Hayes Plot Stamp: 5/27/2022 11:20:49 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED DRIVEWAY GRADING PLANS ABBREVIATION FL = Flowline Curb Elevation TC = Top of Curb Elevation (XXX.XX ) = Match Extg. Grade 0 10 5 10 Scale: 1" = 10' XXX.XX = Finish Grade Driveway Construction Table 18.1 32.6 197.6 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) LX.XX' = Line Length CX.XX' = Curve Length Nellie Muir Elementary School SCALE: 1800 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 314.4 Driveway Area Material Concrete Driveway Construction Table 18.0 32.0 192.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1800 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 89.1 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: Mobile Home Park 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 248.0 Driveway Area Material Concrete Driveway Construction Table 20.0 27.0 162.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) Hayes Street SCALE: 1767 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 186.5 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1645-1655 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 200.0 Driveway Area Material Concrete Driveway Construction Table 24.0 38.0 228.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1637 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 248.5 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1621 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 96.5 Driveway Area Material Concrete Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Nellie Muir Elementary School 4A 3 4B 3 3A 4 1A 5 1B 5 1C 5 1D 5 ---PAGE BREAK--- WM WM F F F F F F 20+00 8.0' 3.5' 6.0' STA:25+07.12, 15.50'Rt. STA:25+27.12, 15.50'Rt. STA:25+07.12, 15.50'Rt. STA:25+27.12, 15.50'Rt. 25+00 25+25 21.9' 7.0' 19.8' FL:182.34 FL:182.32 TC:182.84 TC:182.36 FL:182.26 FL:182.25 TC:182.75 TC:182.30 6.8% 12.8% 1.5% 3.5% 4.6% 182.93 182.45 (182.73) (182.76) 182.40 182.84 WM WM F F C C F F F 20+00 STA:25+45.22, 15.50'Rt. STA:25+65.22, 15.50'Rt. 25+50 25+75 6.0' 3.5' 8.8' 23.5' 8.0' 20.0' FL:182.24 FL:182.26 TC:182.30 TC:182.74 FL:182.31 TC:182.36 1.5% 12.1% 0.5% 7.8% 7.1% (183.08) 182.83 182.39 (183.00) 182.45 F F F F F F STA:26+19.18, 15.50'Rt. STA:26+39.18, 15.50'Rt. 26+00 26+25 26+50 6.0' 7.0' 12.8' 29.9' 20.0' 8.0' 7.0' FL:182.48 FL:182.51 TC:182.55 TC:182.98 FL:182.58 FL:182.61 TC:183.11 TC:182.62 1.5% 6.9% 6.2% 2.9% (183.01) 183.07 182.64 (183.07) 182.71 183.19 WM WM F F F F F F F STA:26+78.60, 15.50'Rt. STA:26+98.60, 15.50'Rt. 26+75 27+00 27+ 7.0' 20.0' 8.0' 26.0' 10.0' 7.0' 6.0' FL:182.99 FL:182.73 TC:183.20 TC:182.77 FL:182.81 FL:182.83 TC:183.33 TC:182.85 1.5% 6.9% 6.2% 2.8% 3.5% 183.29 (183.14) 182.87 (183.21) 183.42 182.94 WM F F F F F F F F STA:27+68.50, 15.50'Rt. STA:27+88.50, 15.50'Rt. 27+50 27+75 28+00 6.0' 7.0' 8.0' 20.0' 8.0' 7.0' FL:183.07 FL:183.04 TC:183.11 TC:183.54 FL:183.17 FL:183.15 TC:183.67 TC:183.19 1.5% 6.9% 6.2% 3.5% 1.3% (183.10) 183.20 183.63 183.76 183.28 (183.00) F F F F F F F STA:27+67.63, 18.50'Lt. STA:27+97.63, 18.50'Lt. 27+50 27+75 28+00 6.0' 7.0' 5.0' 30.0' 5.0' 7.0' FL:182.35 FL:182.38 TC:182.85 TC:182.42 FL:182.49 FL:182.52 TC:182.53 TC:183.02 1.5% 6.9% 6.2% 4.2% 3.9% (182.32) 182.94 182.51 (182.41) 183.11 182.62 F F F F C C C STA:26+67.62, 18.50'Lt. STA:26+87.62, 18.50'Lt. 26+50 26+75 27+00 6.0' 7.0' 5.0' 19.6' 5.0' 7.0' FL:181.97 FL:182.00 TC:182.47 TC:182.04 FL:182.10 FL:182.08 TC:182.60 TC:182.12 1.5% 6.2% 6.9% 13.1% 16.3% 182.13 (182.95) 182.56 182.69 182.21 (182.86) F F F F F F F F F F STA:28+57.61, 15.50'Rt. STA:28+77.61, 15.50'Rt. 8+25 28+50 28+75 29+00 6.0' 7.0' 8.0' 20.0' 8.0' 6.0' FL:183.38 FL:183.39 TC:183.88 TC:183.43 FL:183.31 FL:183.33 TC:183.37 TC:183.81 1.5% 7.3% 6.4% 8.9% 3.5% (183.25) 183.52 183.97 (182.75) 183.90 183.46 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-11 2015-001-20 File: H:\24\24512 - W. Hayes Plot Stamp: 5/27/2022 11:21:24 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED DRIVEWAY GRADING PLANS ABBREVIATION FL = Flowline Curb Elevation TC = Top of Curb Elevation (XXX.XX ) = Match Extg. Grade 0 10 5 10 Scale: 1" = 10' XXX.XX = Finish Grade Driveway Construction Table 19.8 30.3 183.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) LX.XX' = Line Length CX.XX' = Curve Length SCALE: 1500 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 159.4 Driveway Area Material Concrete Driveway Construction Table 20.0 23.5 141.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1450 N Cascade Dr 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 174.2 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1400 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 199.8 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1372 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 184.1 Driveway Area Material Concrete Driveway Construction Table 19.6 33.6 201.6 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) Hayes Street SCALE: 1453 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 99.1 Driveway Area Material Concrete Driveway Construction Table 30.0 44.0 264.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: Hayesvilla Apartments 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 150.0 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1356 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 160.0 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1340 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 160.0 Driveway Area Material Concrete Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street 1A 6 1B 6 1C 6 1E 6 1A 6 1D 6 1G 6 1F 6 1A 7 ---PAGE BREAK--- F F F F F F F F F 30+00 STA:28+81.30, 18.50'Lt. STA:28+97.30, 18.50'Lt. 28+75 29+00 29+25 6.0' 7.0' 5.0' 16.0' 7.0' FL:182.67 FL:182.65 TC:183.17 TC:182.69 FL:182.58 FL:182.60 TC:183.08 TC:182.64 183.26 182.78 (182.65) 183.17 182.73 (182.62) 1.5% 6.8% 6.2% 2.5% 2.3% WM WM F F F F F F F F F STA:29+71.77, 18.50'Lt. STA:29+84.77, 18.50'Lt. 29+50 29+75 30+00 6.0' 7.0' 12.8' 13.3' 5.0' 7.2' FL:182.40 FL:182.37 TC:182.90 TC:182.42 FL:182.34 FL:182.31 TC:182.81 TC:182.38 182.98 182.51 (182.51) 182.90 182.47 (182.54) 1.5% 6.8% 6.2% 0.1% 1.5% WM F F F F F F F F F F STA:30+40.83, 15.50'Rt. STA:30+60.83, 15.50'Rt. 30+25 30+50 30+75 6.0' 7.0' 8.0' 20.0' 20.8' 8.0' 7.0' FL:182.86 FL:182.84 TC:183.36 TC:182.88 FL:182.76 FL:182.78 TC:182.82 TC:183.26 183.45 182.97 (182.93) (182.88) 182.91 183.35 6.8% 6.2% 1.5% 0.4% 0.5% WM WM WM WM WM F F F F F F F F STA:30+73.09, 18.50'Lt. STA:30+97.09, 18.50'Lt. 30+50 30+75 31+00 6.0' 7.0' 23.6' 5.0' 7.0' 23.9' 23.9' FL:182.09 FL:182.07 TC:182.59 TC:182.11 FL:182.00 FL:181.98 TC:182.48 TC:182.04 182.20 182.68 182.57 182.13 (182.43) 6.8% 6.2% 1.5% 6.1% WM F F F F C C C STA:32+06.77, 18.50'Lt. STA:32+26.77, 18.50'Lt. 32+00 32+25 32+50 6.0' 7.0' 20.4' 5.0' 7.0' FL:181.67 FL:181.70 TC:182.20 TC:181.71 FL:181.59 FL:181.61 TC:181.65 TC:182.09 (182.29) 181.80 182.29 182.18 (182.40) 181.74 1.5% 6.2% 4.9% 9.7% 12.6% WM F F F F F F F F STA:31+94.29, 15.50'Rt. STA:32+12.29, 15.50'Rt. 31+75 32+00 32+25 6.0' 7.0' 8.1' 16.5' 8.0' 7.0' 18.0' FL:182.40 FL:182.38 TC:182.90 TC:182.42 FL:182.33 FL:182.31 TC:182.81 TC:182.37 182.99 182.51 (182.89) 64) (182.93) 182.46 182.90 6.2% 6.8% 1.5% 5.9% 4.6% F F F F F F F F STA:31+45.30, 15.50'Rt. STA:31+65.30, 15.50'Rt. 31+25 31+50 31+75 6.0' 7.0' 8.0' 20.3' 20.0' 7.0' 8.0' FL:182.55 FL:182.53 TC:183.05 TC:182.57 FL:182.47 FL:182.45 TC:182.95 TC:182.51 (182.64) 182.66 183.14 183.04 (182.64) 182.60 1.5% 6.2% 0.6% 6.8% 0.3% C C C C C C C STA:32+85.50, 18.50'Lt. STA:33+00.50, 18.50'Lt. 32+75 33+25 6.0' 7.0' 16.9' 15.0' 5.0' 7.0' FL:181.43 FL:181.45 TC:181.95 TC:181.48 FL:181.39 FL:181.37 TC:181.43 TC:181.87 (182.21) 181.57 182.04 181.96 (182.26) 181.52 6.8% 6.2% 1.5% 13.0% 14.6% J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-12 2015-001-20 File: H:\24\24512 - W. Hayes Plot Stamp: 5/27/2022 11:22:03 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED DRIVEWAY GRADING PLANS ABBREVIATION FL = Flowline Curb Elevation TC = Top of Curb Elevation (XXX.XX ) = Match Extg. Grade 0 10 5 10 Scale: 1" = 10' XXX.XX = Finish Grade Driveway Construction Table 26.0 32.0 354.00 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) LX.XX' = Line Length CX.XX' = Curve Length SCALE: 1315-1311 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 354.00 Driveway Area Material Concrete Driveway Construction Table 12.8 27.0 162.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1309 N Cascade Dr 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 65.7 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1290 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 163.3 Driveway Area Material Concrete Driveway Construction Table 23.9 37.9 227.4 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1281-1277 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 119.1 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) Hayes Street SCALE: 1250 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 161.1 Driveway Area Material Concrete Driveway Construction Table 18.0 32.0 192.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1150 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 138.0 Driveway Area Material Concrete Driveway Construction Table 20.3 34.3 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1251 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 100.7 Driveway Area Material Concrete Driveway Construction Table 15.0 29.0 174.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 507 Leasure St Garage 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 80.1 Driveway Area Material Concrete Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street Hayes Street 1B 7 1C 7 1D 7 1E 7 1F 7 1G 7 1H 7 1A 8 ---PAGE BREAK--- F F F C C C STA:33+01.87, 15.50'Rt. STA:33+25.87, 15.50'Rt. 33+25 33+5 6.0' 7.0' 8.0' 24.7' 24.0' 8.0' 7.0' FL:182.08 FL:182.06 TC:182.58 TC:182.10 FL:181.99 FL:181.97 TC:182.47 TC:182.03 182.67 182.19 (182.50) 182.56 182.12 (182.45) 3.8% 4.2% WM F F F 35+25 35+50 35+75 STA:35+33.79, 13.50'Rt. STA:35+60.79, 13.50'Rt. 6.0' 7.0' 3.1' 2.8' 29.9' 27.0' 5.0' 7.0' FL:182.35 FL:182.37 TC:182.85 TC:182.41 FL:182.36 FL:182.34 TC:182.84 TC:182.40 182.94 182.50 182.36 (182.39) 182 (182.25) 182.49 182.93 6.0% 4.8% WM F F F F F F F F F F 35+00 35+25 35+50 35+75 36+00 STA:35+30.52, 20.50'Lt. STA:35+48.52, 20.50'Lt. STA:35+63.02, 20.50'Lt. STA:35+81.02, 20.50'Lt. 3.1' 6.0' 7.0' 3.1' 18.6' 18.0' 3.0' 7.3' 3.1' 18.7' 3.0' 18.0' 7.0' 7.3' FL:181.64 FL:181.67 FL:181.73 FL:181.70 FL:181.81 FL:181.62 FL:181.68 TC:182.14 TC:181.71 TC:181.77 TC:181.74 TC:182.10 TC:181.67 TC:181.72 182.50 182.23 181.80 (181.90) 181.83 (181.93) 181.81 182.19 181.76 (181.97) (182.09) 181.86 3.3% 7.7% 7.1% 3.8% F F F F F F F F F C WM 37+75 38+00 38+25 38+50 38+75 STA:37+81.45, 20.50'Lt. STA:38+05.45, 20.50'Lt. STA:38+20.43, 19.03'Lt. STA:38+40.29, 16.70'Lt. Rt. 6.0' 7.0' 3.0' 24.4' 24.3' 5.1' 5.1' 19.6' 7.1' 20.4' 5.1' 4.5' 6.9' 3.4' FL:181.16 FL:181.07 FL:180.32 FL:180.59 TC:181.66 TC:181.12 TC:180.63 FL:179.44 FL:179.63 FL:180.18 FL:180.46 TC:180.95 TC:180.82 TC:180.23 TC:179.68 TC:179.94 181.76 181.23 (180.61) 180.33 180.91 180.03 179.77 (179.97) (180.06) 180.73 181.03 (180.54) 20.7% 6.1% 2.9% 5.7% WM F F F F F F F F 37+00 37+25 37+50 STA:37+08.83, 13.50'Rt. STA:37+30.83, 13.50'Rt. 6.0' 7.0' 10.1' 19.8' 22.0' 10.5' 7.0' FL:182.13 FL:182.11 TC:182.15 TC:182.63 FL:181.93 FL:182.04 TC:182.43 TC:182.08 182.72 182.24 (181.62) (181.47) 182.17 182.52 6.2% 6.7% WM F F F F F F 35+75 36+00 36+25 STA:36+18.65, 13.50'Rt. STA:35+94.63, 13.50'Rt. FL:182.16 TC:182.66 FL:182.18 TC:182.22 FL:182.28 FL:182.25 TC:182.78 TC:182.30 7.0' 24.0' 7.0' 6.0' 182.87 182.39 5) 182.49 182.93 182.75 182.31 4.5% 3.6% J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-13 2015-001-20 File: H:\24\24512 - W. Hayes Plot Stamp: 5/27/2022 11:22:31 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED DRIVEWAY GRADING PLANS ABBREVIATION FL = Flowline Curb Elevation TC = Top of Curb Elevation (XXX.XX ) = Match Extg. Grade 0 10 5 10 Scale: 1" = 10' XXX.XX = Finish Grade Driveway Construction Table 24.0 38.0 228.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) LX.XX' = Line Length CX.XX' = Curve Length SCALE: 1110 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 194.9 Driveway Area Material Concrete Driveway Construction Table 27.0 41.0 246.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1050 N Cascade Dr 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 145.2 Driveway Area Material Concrete Driveway Construction Table 18.0 32.3 193.8 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1061 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 54.9 Driveway Area Material Concrete Driveway Construction Table 18.0 32.3 193.8 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 501 Hall St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 55.0 Driveway Area Material Concrete Driveway Construction Table 22.0 36.0 216.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) Hayes Street SCALE: 998 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 209.0 Driveway Area Material Concrete Driveway Construction Table 24.0 39.6 217.4 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 991 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 72.3 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 210.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 945 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 59.4 Driveway Area Material Concrete Hayes Street Hayes Street Hayes Street Hayes Street 1B 8 1D 8 1C 8 1E 8 7A 9 7B 9 7C 9 Driveway Construction Table 24.0 38.0 228.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1050 N Cascade Dr 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) - - Driveway Area Material Concrete 1D 8 ---PAGE BREAK--- F F F F STA:38+39.26, 29.34'Rt. STA:38+58.83, 33.46'Rt. 7.0' 20.0' 7.0' 6.0' 31.1' 32.8' 20.2' FL:178.89 FL:179.00 TC:179.04 TC:179.39 FL:179.70 FL:179.49 TC:180.20 TC:179.53 180.30 179.64 (179.46) 8.3' 179.48 179.14 179.81 (179.98) R179.49 0.6% 2.1% 2.1% F C C C C STA:4+21.77, 16.79'Lt. STA:4+01.77, 16.79'Lt. 7.2' 3.8' 7.1' 6.8' 19.7' 6.7' 7.0' 20.0' 7.0' FL:179.83 FL:179.85 TC:179.89 TC:180.33 FL:179.93 FL:179.91 TC:180.43 TC:179.95 6.0' 4.0' (180.44) 180.42 179.98 (180.76) (180.79) 180.53 180.52 (180.49) 180.04 6.7% 6.8% 3.5% F F F F F F 7+00 STA:7+01.55, 14.71'Lt. STA:7+31.21, 13.69'Lt. 6.0' 7.0' 15.4' 14.3' 7.0' 9.8' 28.8' 8.8' FL:178.44 TC:178.48 TC:178.88 STA:7+16.89, 13.69'Lt. FL:178.75 FL:178.70 FL:178.56 TC:179.25 TC:178.73 TC:178.60 178.57 (179.27) (179.37) 178.82 179.31 6.2% 7.1% F C C C C STA:4+21.77, 16.79'Lt. STA:4+01.77, 16.79'Lt. 7.2' 3.8' 7.1' 6.8' 19.7' 6.7' 7.0' 20.0' 7.0' FL:179.83 FL:179.85 TC:179.89 TC:180.33 FL:179.93 FL:179.91 TC:180.43 TC:179.95 6.0' 4.0' (180.44) 180.42 179.98 (180.76) (180.79) 180.53 180.52 (180.49) 180.04 6.7% 6.8% 3.5% F F F F F 22+00 22+25 22+50 11.5' 7.0' 14.0' 7.0' 6.0' 11.5' 6.0' 6.8% 6.2% 1.5% 10.1% 9.8% STA:22+16.59, 33.50'Rt. STA:22+30.59, 33.50'Rt. FL:183.40 TC:183.90 FL:183.42 TC:183.46 FL:183.49 TC:183.99 FL:183.46 TC:183.51 184.08 183.60 (182.44) (182.43) 183.99 183.55 (182.43) (182.42) 7.0' 14.0' 7.0' F F F F F 22+50 22+75 23+00 7.0' 14.0' 7.0' 6.0' 11.5' 6.0' 6.5% 6.8% 6.2% 1.5% 6.3% 11.5' STA:22+73.83, 33.50'Rt. STA:22+87.83, 33.50'Rt. FL:183.23 TC:183.73 FL:183.25 TC:183.29 FL:183.31 TC:183.81 FL:183.29 TC:183.33 183.90 183.42 (182.68) (182.67) 183.82 183.38 (182.63) (182.66) 7.0' 14.0' 7.0' J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2E-14 2015-001-20 File: H:\24\24512 - W. Hayes Plot Stamp: 5/27/2022 11:22:56 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW DETAILED DRIVEWAY GRADING PLANS ABBREVIATION FL = Flowline Curb Elevation TC = Top of Curb Elevation (XXX.XX ) = Match Extg. Grade 0 10 5 10 Scale: 1" = 10' XXX.XX = Finish Grade Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) LX.XX' = Line Length CX.XX' = Curve Length SCALE: 978 W Hayes St 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 723.8 Driveway Area Material Concrete Driveway Construction Table 20.0 34.0 204.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 445 N Settlemier Ave 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 134.0 Driveway Area Material Concrete Driveway Construction Table 29.7 43.7 262.2 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 515 N Settlemier Ave 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Concrete 282.3 Driveway Area Material Concrete Hayes Street Settlemeir Ave Settlemeir Ave 7D 9 3 10 7 11 Driveway Construction Table 14.0 28.0 168.0 Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1621 W Hayes St - West 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Asphalt 322.0 Driveway Area Material Concrete Driveway Construction Table Throat Width (ft) Width w/Wings (ft) Driveway Area (Sq. Ft) (D/W) SCALE: 1621 W Hayes St - East 1" = 10' Approach Area Material Approach Area (Sq. Ft) (D/W) Driveway Area Material 1E 5 1F 5 Hayes Street Hayes Street 14.0 28.0 168.0 Asphalt 322.0 Concrete ---PAGE BREAK--- F F F F F F F F F F 5+00 6+ 177 178 179 180 177 178 179 177 178 179 180 180 179 180 180 180 181 181 181 8.88' 9.00' 9.00' 9.00' 177 178 179 177 178 179 7.00' 15.0 LF - 10"DIP @ 0.0640 15.1 LF - 10"DIP @ 0.0382 29.0 LF - 12" C900 @ 0.0055 3+00 4+00 4+04 11.5 LF - 8" PERF @ 0.0000 170 175 180 185 170 175 180 185 0+36.29 0+50 1+00 1+50 2+00 2+39.86 9.00' Varies 9.00' Settlmeir Improvements Per Plans See Sheet 11 for Details Per Plans See Sheet 9 For Details 3:1 Max 3:1 Max IE OUT(10"W) = 175.38 CG-2 STA: 5+37.19 , 17.78'Rt. TC = 179.59 SUMP = 173.88 IE OUT(10"W) = 177.30 CG-48 Inlet STA: 5+37.18 , 18.32'Lt. TC = 180.01 SUMP = 175.80 15.0 LF - 10"DIP @ 0.0640 IE IN(8"E) = 174.75 IE OUT(12"NW) = 174.71 Ditch Inlet STA: 3+45.32 , 55.53'Rt. FL = 176.34 SUMP = 173.21 29.0 LF - 12" C900 @ 0.0055 IE IN(15"SW) = 175.33 IE IN(12"SE) = 174.55 IE OUT(24"NE) = 175.50 IE OUT(24"NW) = 174.35 Extg. 48 MH STA: 3+18.34 , 41.68'Rt. RIM = 179.61 69.6 LF - 24" @ 0.0079 IE IN(10"S) = 176.92 CG-48 Inlet STA: 3+59.34 , 24.35'Rt. RIM = 179.24 11.5 LF - 8" PERF @ 0.0000 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 2G 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Water Quality Plans-24512.dwg Plot Stamp: 5/25/2022 3:55:05 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW WATER QUAILITY PLAN - BIORETENTION POND 0 20 10 20 Scale: 1" = 20' STORM CONSTRUCTION NOTES 1 Proposed Storm System See Sheets 3 thru 11 for Details and Elevation Information 2 Proposed Storm Outfall with Sloped Pipe End (2 Ea.) W. Hayes Street STA 38+81.55, 55.10' Rt. IE = 176.34 N Settlemier STA 5+37.17, 33.32' Lt. IE = 176.34 Permanent Water Quality Seeding General Notes Water Quality Soil Media Properties Sieve Size Percent Passing (By Weight) No. 4 100 No. 10 95 - 100 No. 40 40 - 60 No. 100 10 - 25 No. 200 5 - 10 1. Water Quality Mix shall be 20% - 25% medium type compost with 75% - 80% water quality soil media. 2. Soil sampling must meet the requirements of AASHTO T2. 3. Sieve analysis must meet the requirements of AASHTO T27 and AASHTO T11. 4. Soil pH range should be between 5.5 to 8.0. 5. Medium type compost shall meet the requirements of Section 03020 of the 2021 Oregon Standard Specifications for Construction. 6. Contractor shall use a manually operated landscape water filled roller to compact the water quality mix. 7. Contractor shall rake level and remove surface rocks larger than 1-inch diameter. SCALE: Biofiltration Media Detail NTS SCALE: Pond Section (A-A) NTS 3 Construct Class 50 Riprap Energy Dissipater W x 5' L x 12" D) (2 Ea.) 4 Construct Ditch Inlet per CWS Standard Drawing No. 390 See Sheet 2B-5 for details Existing Right-of-Way 5 Install Access Grid and 18" of Bio-filtration Media Along Pond Bottom (±725 SF). See Detail This Sheet 1 1 1 2 2 3 5 6 Connect to Existing Manhole (1 Ea.) 7 Install Permanent Water Quality Seeding (±2,655 SF) For Seeding Information, See Below. 1 4 6 7 7 7 1 1 3 1 2 3 2 4 5 6 7 7 W Hayes St N Settlemier Ave 8 Pond Bottom Elevation = 176.34' 8 A 2G 8 Existing Grade Finish Grade Water Quality Mix (18" Min. Depth) Access Grid filled with Water Quality Mix. Access Grid to be NDS EZ Roll Grass Pavers or Approved Equal from ODOT QPL. LEGEND Permanent Lawn Seeding Area See Sheets 3 Thru 12 for More Information Bio-filtration Media Area Per Detail This Sheet (±725 SF) Permanent Water Quality Seeding Area (±2,655 SF) Proposed Riprap Area per Construction Notes This Sheet 9 Install 4" of Topsoil 9 A 2G ---PAGE BREAK--- 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 F D 7+00 8+00 L46.89' R317.00' D8.48° L39.91' R283.00' D8.08° 13+00 14+00 15+00 16+00 36.0 LF - 12"C900 @ 0.0050 27.8 LF - 12"C900 @ 0.0050 150.3 LF - 12"C900 @ 0.0050 289.1 LF - 12"C900 @ 0.0043 Hayes Street STA:13+36.84 Cascade Dr STA:7+40.78 175 180 185 190 175 180 185 190 (183.92) (183.93) (183.89) (183.71) (183.57) (183.58) (183.68) 183.56 (183.86) 183.63 (184.04) 183.71 (184.16) 183.78 (184.31) 183.86 (184.41) 183.94 (184.61) 184.01 (184.82) 184.09 (184.92) 184.16 (184.88) 184.19 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 0.30% 0.49% 1.72% 0.51% 0.30% LOW PT STA = 13+80.85 LOW PT ELEV = 183.54 PVI STA = 13+75.00 PVI ELEV = 183.51 K = 10.56 A = 1.89% LVC = 20.00' BVC: 13+65.00 ELEV: 183.66 EVC: 13+85.00 ELEV: 183.55 IE IN(12"E) = 180.83 IE OUT(12"N) = 180.83 48" FLAT-TOP MH STA: 13+53.04, 16.21'Lt. RIM = 183.54 -1.50% 0.39% IE IN(12"E) = 181.54 IE IN(12"S) = 180.97 IE OUT(12"W) = 180.97 CG-48MH Inlet STA: 13+80.85 , 15.62'Lt. TC = 183.80 SUMP = 179.47 IE OUT(12"W) = 182.29 CG-48 Inlet STA: 15+31.13 , 14.00'Lt. TC = 184.28 SUMP = 180.79 2 4 1 3 Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line Proposed Grade C/L IE OUT(12"N) = 181.15 CG-2 Inlet STA: 13+80.85 , 20.38'Rt. TC = 183.61 SUMP = 179.65 27.8 LF - 12"C900 @ 0.0050 150.3 LF - 12"C900 @ 0.0050 STA = 14+50.00 ELEV = 183.56 STA = 16+67.69 ELEV = 184.22 STA = 13+49.84 ELEV = 183.89 STA = 14+50.00 ELEV = 183.81 STA = 13+85.00 ELEV = 183.12 STA = 16+67.69 ELEV = 185.12 STA = 15+63.50 ELEV = 184.80 STA = 14+50.00 ELEV = 184.24 STA = 14+79.48 ELEV = 184.39 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:30:18 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 16+75 SEE SHEET 4 W Hayes St S Cascade Dr STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk Match Existing (For Details, See Sht. 2B) Sawcut & Remove Extg. Pavement, Curb & Gutter, & Sidewalk Curb Point of Curvature STA: 14+37.76,21.50'Rt. Construct Parallel Sidewalk Ramp (2 Ea.) (For Standard Details, See Sht. 2B-6) Construct Driveway A - Sta. 14+46.27, 21.63'Rt - Sta. 14+79.48, 24.59'Rt B - Sta. 16+08.29, 33.50'Rt - Sta. 16+40.29, 33.50'Rt (For Details, See Sht. 2B) 1 2 3 1 2 3 5 6 7 8 1 1 Install 48" Flat-Top Manhole (1 Ea.), Rotate Cone so Manhole entrance is within Roadway (For Details, See Sht. 2B-3) 2 3 4 2 Install CG-48 Manhole Inlet (1 Ea.) (For Details, See Sht. 2B-4) 3 Install CG-48 Inlet (1 Ea.) (For Details, See Sht. 2B-4) 1 2 3 4 5 Curb Point of Tangency STA: 14+77.54, 24.31'Rt. 6 Curb Point of Curvature STA: 15+16.04, 30.04'Rt. 7 Curb Point of Tangency STA: 15+60.57, 33.50'Rt. 8 4A 4B 4 Install CG-2 Inlet (1 Ea.) (For Details, See Sht. 2B-3) 5 Adjust to Grade (Major) (1 Ea.) (For Details, See Sht. 2B-3) 5 Earthworks Excavation Embankment 617.4 CY 27.5 CY 612 N CASCADE DR 612 N CASCADE DR 1800 W HAYES ST Hayes Street Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±3,210 SF) 9 9 9 9 9 9 9 MATCH LINE - STA: 6+65 SEE SHEET 12 Install Permanent Street Tree 'Kwanzan Cherry Plum' [Prunus 'Kwanza'] (3 Ea.) (For Details, See Sht. 2B) STA: 14+03.73, 33.00'Rt. STA: 14+33.72, 36.50'Rt. STA: 14+81.38, 36.50'Rt. 10 10 10 10 ---PAGE BREAK--- 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 F F F F F F F F F F F F F D W Hayes St 17+00 18+00 19+00 20+00 1 1 2B 3 5 4 2 2 5 3 4 1 2A 4 155.6 LF - 12"C900 @ 0.0050 150.0 LF - 12"C900 @ 0.0050 4 1 6 6 6 6 6 6 175 180 185 190 175 180 185 190 -0.31% 2A (184.88) 184.19 (184.78) 184.12 (184.68) 184.04 (184.62) 183.96 (184.57) 183.89 (184.55) 183.81 (184.61) 183.74 (184.55) 183.66 (184.40) 183.58 (184.31) 183.51 (184.19) 183.43 (184.04) 183.35 (184.02) 183.28 (183.96) 183.20 (183.89) 183.12 16+75 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+25 Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line IE OUT(12"E) = 182.04 CG-48 Inlet STA: 17+56.79 , 14.00'Lt. TC = 184.45 SUMP = 180.54 IE IN(12"W) = 181.29 IE OUT(12"E) = 181.12 CG-48 Inlet STA: 19+06.79 , 14.00'Lt. TC = 183.99 SUMP = 179.62 155.6 LF - 12"C900 @ 0.0050 150.0 LF - 12"C900 @ 0.0050 2B IE IN(10"NW) = 182.32 IE IN(8"S) = 182.34 IE OUT(10"E) = 181.93 EXTG. 48 MH STA: 18+10.45, 30.57'Rt. RIM = 184.49 IE IN(6"S) = 182.35 IE IN(10"W) = 181.79 IE OUT(10"E) = 181.75 48" FLAT-TOP MH STA: 19+72.49, 27.77'Rt. RIM = 184.08 IE IN(10"W) = 181.48 IE OUT(10"E) = 181.48 EXTG. 48 MH STA: 20+09.69, 27.68'Rt. RIM = 183.97 3 4 4 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 -0.31% Extg. 12" Water Top of Pipe = 181.10'± 0 20 10 20 Scale: 1" = 20' J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:30:28 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE MATCH LINE - STA: 20+25 SEE SHEET 5 MATCH LINE - STA: 16+75 SEE SHEET 3 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk (For Details, See Sht. 2B) Remove Extg. Pavement, Curb & Gutter, & Sidewalk Construct Driveway Sta. 18+20.79, 12.50'Lt - Sta. 18+54.79, 12.50'Lt (For Details, See Sht. 2B) 1 Install CG-48 Inlet (2 Ea.) (For Details, See Sht. 2B-4) 1 2 3 2 3 Adjust Manhole Rim to Grade (Major)(2 Ea.) 4 Adjust Water Valve to Grade (Minor) (2 Ea.) 4 5 4 Adjust Water Valve to Grade (Minor)(1 Ea.) Remove Catch Basin (1 Ea.) 5 Construct Fire Hydrant (For Details, See Sht. 2B-5) Remove Extg. Inlet and Install 48" Flat Top Manhole (1 Ea.) (For Details, See Sht. 2B-3) 612 N CASCADE DR 612 N CASCADE DR 1767 W HAYES ST 1800 W HAYES ST Earthworks Excavation Embankment 862.3 CY 37.4 CY Hayes Street Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±1,880 SF) 6 ---PAGE BREAK--- WM 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 F F F F F F F F F F F F F F F F F F D D D 21+00 22+00 23+00 24+00 L47.38' R217.00' D12.51° L39.96' R183.00' D12.51 L8.93' R171.00' D2.99° L11.33' R217.00' D2.99° 57+00 93.7 LF - 15"PVC @ 0.0050 191.9 LF - 12"C900 @ 0.0050 111.9 LF - 12"C900 @ 0.0050 8.5 LF - 15"15.0 PVC @ 0.0048 Hayes Street STA:20+76.13 Killian Springs STA:57+84.40 34.5 LF - 12"C900 @ 0.0050 175 180 185 190 175 180 185 190 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 (183.89) 183.12 (183.69) 183.05 (183.49) 182.97 (183.37) 182.89 (183.26) 182.82 (183.11) 182.74 (182.99) 182.66 (182.98) 182.59 (182.94) 182.51 (182.86) 182.43 (182.71) 182.36 (182.60) 182.28 (182.57) 182.20 (182.52) 182.13 (182.48) 182.05 (182.59) 181.97 (182.64) 181.90 (182.62) 181.82 (182.58) 181.75 20+25 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+75 -0.31% -0.31% -0.31% -0.43% -0.31% 93.7 LF - 15"PVC @ 0.0050 Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line 1 3A 4C IE IN(12"W) = 180.34 IE OUT(12"E) = 180.34 CG-48 Inlet STA: 20+62.34 , 14.00'Lt. TC = 183.51 SUMP = 178.84 IE IN(12"W) = 179.78 IE OUT(12"E) = 179.78 CG-48MH Inlet STA: 21+74.25 , 15.50'Lt. TC = 183.17 SUMP = 178.28 111.9 LF - 12"C900 @ 0.0050 191.9 LF - 12"C900 @ 0.0050 IE IN(12"W) = 178.65 IE IN(18"S) = 178.90 IE IN(15"N) = 178.69 IE OUT(15"E) = 178.65 48" Flat-Top MH STA: 24+00.62 , 17.99'Lt. RIM = 182.38 Extg. 10" Storm Extg. 10" Storm Extg. 10" Storm Extg. 10" Storm Extg. 10" Storm IE IN(6"S) = 180.58 IE IN(10"W) = 180.52 IE OUT(10"E) = 180.52 48" FLAT-TOP MH STA: 21+45.10, 27.36'Rt. RIM = 183.55 IE IN(10"W) = 180.37 IE OUT(10"E) = 180.37 48" Flat-Top MH STA: 22+96.69 , 26.83'Rt. RIM = 183.09 IE IN(10"W) = 179.68 IE IN(10"E) = 179.70 IE OUT(18"N) = 179.68 EXTG. 48 MH STA: 23+96.54, 26.39'Rt. RIM = 182.79 IE IN(8"N) = 179.77 IE OUT(10"W) = 179.98 EXTG. 48 MH STA: 24+37.52, 26.34'Rt. RIM = 183.21 4A 4B 2 STA = 20+36.89 ELEV = 183.99 STA = 20+76.14 ELEV = 183.87 STA = 21+16.90 ELEV = 183.74 STA = 23+49.24 ELEV = 183.03 IE IN(12"W) = 178.82 IE OUT(12"E) = 178.82 CG-48MH Inlet STA: 23+66.13 , 16.19'Lt. TC = 182.59 SUMP = 177.32 3B 2 Extg. 3/4" Water Service Top of Service = 179.80'± Extg. 3/4" Water Service Top of Services = 180.10'± 34.5 LF - 12"C900 @ 0.0050 180 185 180 185 183.38 183.75 (183.38) 183.90 (183.33) 183.41 (183.06) 182.97 57+00 57+50 57+96.90 -2.00% -2.00% 1.49% -1.00% PVI STA = 57+40.89 PVI ELEV = 183.99 K = 8.03 A = 2.49% LVC = 20.00' BVC: 57+30.89 ELEV: 183.84 EVC: 57+50.89 ELEV: 183.89 -2.00% -2.00% 1.49% -1.00% STA = 57+00.00 ELEV = 183.38 STA = 57+84.40 ELEV = 183.22 Prop. Grade @ Center Line Extg. Grade @ Center Line Hayes Street Centerline = STA 20+76.13 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:30:40 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 24+75 SEE SHEET 6 MATCH LINE - STA: 20+25 SEE SHEET 4 W Hayes St 10 10 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk (For Details, See Sht. 2B) Remove Extg. Pavement, Curb & Gutter, & Sidewalk Construct Driveway A - Sta. 20+14.34, 12.50'Lt. - Sta. 20+41.34, 12.50'Lt. B - Sta. 21+01.87, 12.50'Lt. - Sta. 21+35.87, 12.50'Lt. C - Sta. 22+81.09, 12.50'Lt. - Sta. 23+19.09, 12.50'Lt. D - Sta. 23+68.79, 13.33'Lt. - Sta. 24+02.74, 13.33'Lt. E - Sta. 22+16.59, 33.50'Rt. - Sta. 22+30.59, 33.50'Rt. F - Sta. 22+73.83, 33.50'Rt. - Sta. 22+87.83, 33.50'Rt. (For Details, See Sht. 2B) 1 Install CG-48 Inlet (1 Ea.) (For Details, See Sht. 2B-4) 2 6 1 Adjust Water Valve to Grade (Minor) (3 Ea.) 7 Prop. Light Fixture (Refer to Sheets IL-2 Thru IL-6) 11 1A 1B 1C 1D 2 6 Sawcut and Remove Extg. Pavement, Curb & Gutter, & Sidewalk 5 Construct Std. Curb & Gutter (For Details, See Sht. 2B) 3 3 5 Construct Parallel Sidewalk Ramp (5 Ea.) (For Detailed Grading, See Sht. 2B-6) 8 Construct Std. Sidewalk Match Exisitng (For Details, See Sht. 2B) 4 4 8 8 8 3 5 4 8 8 4A 4B 7 4C 11 1 11 Construct Doweled Median Island (For Details, See Sht. 2B-2) 9 Remove Extg. Mailbox Upon Installation of the Proposed Mailbox Cluster 10 9 3A 7 Curb Point of Curvature STA: 23+49.24,33.50'Rt. 12 Curb Point of Tangency STA: 23+95.51, 28.35'Rt. 13 Curb Point of Curvature STA: 24+33.83, 19.84'Rt. 14 Curb Point of Tangency STA: 24+73.47, 15.50'Rt. 15 2 Adjust Manhole Rim to Grade (Major) (3 Ea.) 3 Install CG-48 Manhole Inlet (2 Ea.) (For Details, See Sht. 2B-4) Curb Point of Curvature STA: 23+49.24,12.50'Lt. 16 Curb Point of Tangency STA: 23+57.43, 12.73'Lt. 17 Curb Point of Curvature STA: 24+62.15, 18.20'Lt. 18 Curb Point of Tangency STA: 24+73.47, 18.50'Lt. 19 12 13 14 15 16 17 19 18 20 20 20 20 Preserve and Protect Culvert 5 5 Remove Extg. Inlet (1 Ea.) 21 See Sht. TS-4 for RRFB Plan 21 2 2 Killian Springs 22 22 Construct Fire Hydrant STA: 20+29.30, 41.50' Rt. Back of Walk Elevation = 184.62 (For Details, See Sht. 2B-5) 1767 W HAYES ST 1645 W HAYES ST 1641 W HAYES ST 1637 W HAYES ST 1621 W HAYES ST 503 COZY WAY 1560 W HAYES ST Earthworks Excavation Embankment 961.8 CY 73.6 CY 2 Killian Springs Connection Profile 23 Water Meter Relocation, By City Forces (1 Ea.) 23 Hayes Street Profile Horz: 1"=20', Vert: 1"=2' 3B Install Permanent Lawn Seeding (±3,028 SF) 24 24 24 24 24 24 24 24 24 6 Adjust Water Service Vertically 6 6 Horz: 1"=20', Vert: 1"=2' 4 Install 48 In. Flat Top Manhole (3 Ea.) (For Details, See Sht. 2B-3) 7 Connect to Extg. Structure (1 Ea.) Install Manhole over Extg. Sewer (1 Ea.) 8 8 1E 1F 25 Salvage and Reinstall Existing Church Sign. Contractor to expose, connect, and extend existing conduit & wiring to relocated sign. Contractor to coordinate power shutdown with church. 25 ---PAGE BREAK--- OHW OHW OHW WM WM WM WM WM 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 C C C C C F F F F D 20+00 25+00 26+00 27+00 28+00 44.1 LF - 12"C900 @ 0.0050 135.0 LF - 12"C900 @ 0.0050 64.6 LF - 15"PVC @ 0.0050 Hayes Street Sta:25+39.19 Cozy Way Sta:20+00.00 175 180 185 190 175 180 185 190 (182.58) 181.75 (182.55) 181.67 (182.53) 181.59 (182.59) 181.58 (182.67) 181.66 (182.79) 181.74 (182.88) 181.84 (182.94) 181.93 (182.96) 182.03 (182.97) 182.12 (183.02) 182.22 (183.05) 182.31 (183.07) 182.40 (183.14) 182.50 (183.22) 182.59 (183.09) 182.69 24+75 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 0.30% 0.38% -0.30% 0.30% 0.38% Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line 1A 1B 2 3 IE OUT(12"W) = 179.60 CG-48 Inlet STA: 27+37.65 , 20.00'Lt. TC = 182.77 SUMP = 178.10 135.0 LF - 12"C900 @ 0.0050 IE IN(12"E) = 178.92 IE OUT(12"W) = 178.72 CG-48MH Inlet STA: 26+02.66 , 21.50'Lt. TC = 182.26 SUMP = 177.22 44.1 LF - 12"C900 @ 0.0050 IE IN(15"W) = 177.86 IE IN(12"E) = 178.50 IE OUT(18"N) = 177.86 48" Flat-Top MH STA: 25+58.67 , 24.87'Lt. RIM = 181.54 64.6 LF - 15"PVC @ 0.0050 IE IN(15"W) = 178.18 IE OUT(15"E) = 178.18 CG-48MH Inlet STA: 24+94.21 , 21.50'Lt. TC = 182.19 SUMP = 176.68 STA = 25+39.34 ELEV = 182.21 STA = 25+85.48 ELEV = 182.35 STA = 25+09.36 ELEV = 181.64 STA = 25+39.34 ELEV = 181.55 STA = 25+85.48 ELEV = 181.69 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 Extg. 12" Water Top of Pipe = 178.00'± 93.7 LF - 15"PVC @ 0.0050 175 180 185 175 180 185 (183.05) (182.78) (182.55) 181.92 (181.76) 181.51 (181.43) 181.35 (181.10) 19+70 20+00 20+50 20+75 -2.00% -1.90% -0.90% -0.50% STA = 19+84.50 ELEV = 182.23 STA = 20+00.00 ELEV = 181.92 STA = 20+18.93 ELEV = 181.56 STA = 20+32.50 ELEV = 181.44 STA = 20+60.35 ELEV = 181.30 Prop. Grade @ Center Line Extg. Grade @ Center Line J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:30:51 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 28+50 SEE SHEET 7 MATCH LINE - STA: 24+75 SEE SHEET 5 W Hayes St Cozy Way 9 9 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk Match Exisitng (For Details, See Sht. 2B) Remove Extg. Pavement, Curb & Gutter, & Sidewalk Construct Driveway A - Sta. 25+00.12, 15.50 'Rt. - Sta. 26+12.18, 15.50 'Rt B - Sta. 25+41.72, 15.53 'Rt. - Sta. 25+65.22, 15.50 'Rt. C - Sta. 26+12.18, 15.50 'Rt. - Sta. 26+46.18, 15.50 'Rt. D - Sta. 26+60.62, 18.50 'Lt. - Sta. 26+94.62, 18.50 'Lt. E - Sta. 26+71.60, 15.50 'Rt. - Sta. 27+05.60, 15.50 'Rt. F - Sta. 27+61.50, 15.50 'Rt. - Sta. 27+95.50, 15.50 'Rt. G - Sta. 27+60.63, 18.50 'Lt - Sta. 28+04.63, 18.50 'Lt. (For Details, See Sht. 2B) 3 Remove Extg. Inlet 2 5 1 Adjust Water Valve to Grade (Minor) (2 Ea.) 7 Prop. Light Fixture (Refer to Sheets IL-2 Thru IL-6) 8 Sawcut and Remove Extg. Pavement, Curb & Gutter, & Sidewalk 3 Construct Parallel Sidewalk Ramp (3 Ea.) (For Detailed Grading, See Sht. 2B-6) 6 Remove Extg. Mailbox Upon Installation of the Proposed Mailbox Cluster 9 1 Install CG-48 Manhole Inlet (2 Ea.) (For Details, See Sht. 2B-4) 2 Install 48 In. Flat Top Manhole (1 Ea.) Install over Extg. Sewer (1 Ea.) (For Details, See Sht. 2B-3) 1A 1B 1C 1E 1F 1G 1D 2 Construct Std. Curb & Gutter, & Sidewalk (For Details, See Sht. 2B) 4 3 4 6 6 2 3 6 5 7 8 8 1A 1B 2 3 Abandon Extg. Sewer Line 10 10 10 4 Adjust Manhole Rim to Grade (Major) (1 Ea.) 4 11 Water Meter Relocation, By City Forces (Ea. 5) 11 11 11 5 5 Install CG-48 Inlet (For Details, See Sht. 2B-4) Cozy Way Connection Profile 1453 W HAYES ST 1341 W HAYES ST 503 COZY WAY 1500 W HAYES ST 1450 W HAYES ST 1400 W HAYES ST 1372 W HAYES ST 1356 W HAYES ST 1340 W HAYES ST Hayes St Alignment = 25+39.19 Earthworks Excavation Embankment 954.8 CY 18.3 CY Hayes Street Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±1,350 SF) 12 12 12 12 12 12 12 12 12 12 12 Proposed ROW ---PAGE BREAK--- OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WM WM WM WM WM WM WM WM WM WM WM OHW OHW OHW 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 F F F F F F F F F F F C C 30+30 29+00 29+00 30+00 31+00 32+00 184.6 LF - 12"PVC @ 0.0050 164.8 LF - 12"PVC @ 0.0050 Hayes Street STA:29+22.78 Smith Dr STA:30+00.00 173 175 180 185 173 175 180 185 (183.09) 182.69 (182.96) 182.67 (182.81) 182.59 (182.69) 182.52 (182.69) 182.44 (182.65) 182.37 (182.62) 182.29 (182.54) 182.22 (182.48) 182.14 (182.42) 182.07 (182.36) 181.99 (182.33) 181.92 (182.31) 181.84 (182.25) 181.77 (182.18) 181.69 (182.10) 181.62 (182.01) 181.54 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 -0.30% -0.30% -0.30% -0.30% Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line 2A 2B Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line 160.0 LF - 12"PVC @ 0.0050 IE OUT(12"E) = 177.23 CG-48 Inlet STA: 30+12.64 , 20.00'Lt. TC = 182.76 SUMP = 175.73 184.6 LF - 12"PVC @ 0.0050 IE IN(12"W) = 176.30 IE OUT(12"E) = 176.30 CG-48 Inlet STA: 31+97.27 , 20.00'Lt. TC = 182.20 SUMP = 174.80 STA = 28+57.69 ELEV = 183.38 STA = 29+22.93 ELEV = 183.18 STA = 29+61.31 ELEV = 183.07 STA = 28+57.69 ELEV = 182.72 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 Extg. 6" Water Bottom of Pipe = 178.90'± Extg. 1" Water Service Bottom of Pipe = 179.54'± 178 180 185 178 180 185 (182.21) 182.21 (182.27) 182.50 (182.34) 182.79 (182.53) 183.24 (182.68) 182.89 (182.58) (182.77) 29+00 29+50 30+00 30+30 -2.00% -2.00% -1.00% 1.50% 1.15% 2.50% STA = 29+00.00 ELEV = 182.21 STA = 29+50.00 ELEV = 182.79 STA = 29+64.50 ELEV = 183.15 STA = 29+84.50 ELEV = 183.20 STA = 30+00.00 ELEV = 182.89 STA = 30+18.50 ELEV = 182.52 PVI STA = 29+74.50 PVI ELEV = 183.30 K = 8.00 A = 2.50% LVC = 20.00' BVC: 29+64.50 ELEV: 183.15 EVC: 29+84.50 ELEV: 183.20 Prop. Grade @ Center Line Extg. Grade @ Center Line J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 7 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:03 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 32+50 SEE SHEET 8 MATCH LINE - STA: 28+50 SEE SHEET 6 W Hayes St Smith Dr 9 9 9 9 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk Match Existing (For Details, See Sht. 2B) Construct Driveway A - Sta. 28+50.61, 15.50'Rt. - Sta. 28+83.61, 15.50'Rt B - Sta. 28+74.30, 18.50'Lt. - Sta. 29+04.30, 18.50'Lt. C - Sta. 29+64.77, 18.50'Lt. - Sta. 29+91.77, 18.50'Lt. D - Sta. 30+33.83, 15.50'Rt. - Sta. 30+67.83, 15.50'Rt. E - Sta. 30+66.09, 18.50'Lt. - Sta. 31+04.09, 18.50'Lt. F - Sta. 31+38.30, 15.50'Rt. - Sta. 31+72.30, 15.50 'Rt. G - Sta. 31+87.29, 15.50'Rt - Sta. 32+19.29, 15.50'Rt. H - Sta. 31+99.77, 18.50'Lt - Sta. 32+33.77, 18.50 'Lt. (For Details, See Sht. 2B) 1 4 1 9 Prop. Light Fixture (Refer to Sheets IL-2 Thru IL-6) 8 5.0' Transition from Std. Curb & Gutter to Std. Curb 5 Construct Parallel Sidewalk Ramp (3 Ea.) (For Detailed Grading, See Sht. 2B) 7 Remove Extg. Mailbox Upon Installation of the Proposed Mailbox Cluster 1A 1D 1F 1G 1B 1C 1E 1H Construct Std. Curb & Gutter Match Exisitng (For Details, See Sht. 2B) 2 Construct Std. Sidewalk Match Exisitng (For Details, See Sht. 2B) 3 Remove Extg. Pavement, Curb & Gutter, & Sidewalk 6 5 5 3 3 7 7 7 4 6 2A 2B 8 8 8 2 Install CG-48 Inlet Catch Basin (Ea. 2) (For Details, See Sht. 2B-3) Adjust Manhole Rim to Grade (Major) (1 Ea.) 1 10 Water Meter Relocation, By City Forces (Ea. 11) 10 10 10 10 10 10 10 10 Adjust Fire Hydrant to Grade (1 Ea.) Finish Grade at Base is 182.73. 11 11 1315 W HAYES ST 1340 W HAYES ST 1290 W HAYES ST 1250 W HAYES ST 1150 W HAYES ST 1341 W HAYES ST 1285 W HAYES ST 1277 W HAYES ST 1255 W HAYES ST 1251 W HAYES ST Earthworks Excavation Embankment 819.0 CY 22.0 CY Smith Dr Connection Profile SCALE: 1:20 Hayes St Alignment = 29+72.28 Hayes Street Profile Horz: 1"=20', Vert: 1"=2' 13 12 2 Construct Std. Curb, Match Existing STA: 29+07.02, 99.93' Rt. (For Details, See Sht. 2B) 12 13 End Std. Curb, Match Existing STA:29+41.03, 100.08' Rt. (For Details, See Sht. 2B) Install Permanent Lawn Seeding (±1,975 SF) 14 14 14 14 14 14 14 14 14 14 14 14 14 ---PAGE BREAK--- OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WM WM WM F F F F F F F F F F F F F F F F F F C C C C C C C F C 33+00 34+00 35+00 36+00 164.8 LF - 12"PVC @ 0.0050 155.1 LF - 12"PVC @ 0.0050 111.6 LF - 12"PVC @ 0.0050 18.50' 20.50' Hayes Street Sta:34+09.60 Leasure St Sta:40+00.00 172 175 180 185 172 175 180 185 (182.01) 181.54 (181.94) 181.47 (181.86) 181.39 (181.71) 181.32 (181.59) 181.24 (181.57) 181.17 (181.64) 181.21 (181.72) 181.29 (181.77) 181.37 (181.85) 181.46 (181.90) 181.55 (181.92) 181.65 (182.00) 181.72 (182.09) 181.64 (182.05) 181.56 (181.93) 181.49 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+25 0.35% -0.31% 0.30% 0.32% 0.37% -0.31% Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line Extg. Grade C/L Prop. South Curb Flow Line Prop. North Curb Flow Line 1A 1B IE IN(12"W) = 175.48 IE OUT(12"E) = 175.48 CG-48MH Inlet STA: 33+62.03, 21.50'Lt. TC = 181.71 SUMP = 173.98 111.6 LF - 12"PVC @ 0.0050 IE IN(12"W) = 174.92 IE OUT(12"E) = 174.92 CG-48MH Inlet STA: 34+73.63, 23.50'Lt. TC = 181.96 SUMP = 173.42 155.1 LF - 12"PVC @ 0.0050 STA = 33+80.18 ELEV = 181.81 STA = 35+47.48 ELEV = 182.39 STA = 33+80.18 ELEV = 181.15 STA = 34+09.26 ELEV = 181.24 STA = 34+56.31 ELEV = 181.39 STA = 35+47.48 ELEV = 181.73 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 164.8 LF - 12"PVC @ 0.0050 175 180 185 175 180 185 (181.26) (181.31) 181.32 (181.48) 181.23 (181.68) 181.65 39+40 39+50 40+00 40+30 2.00% 2.00% -0.55% STA = 39+50.00 ELEV = 181.32 STA = 39+81.00 ELEV = 181.27 STA = 40+00.00 ELEV = 181.65 STA = 40+14.43 ELEV = 181.94 PVI STA = 39+52.00 PVI ELEV = 181.31 K = 82.78 A = 0.05% LVC = 4.00' BVC: 39+50.00 ELEV: 181.32 EVC: 39+54.00 ELEV: 181.30 LOW PT STA = 39+70.67 LOW PT ELEV = 181.22 PVI STA = 39+73.00 PVI ELEV = 181.19 K = 10.33 A = 1.55% LVC = 16.00' BVC: 39+65.00 ELEV: 181.24 EVC: 39+81.00 ELEV: 181.27 Prop. Grade @ Center Line Extg. Grade @ Center Line J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 8 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:15 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 36+25 SEE SHEET 9 MATCH LINE - STA: 32+50 SEE SHEET 7 W Hayes St Leasure St 9 9 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk Match Exisitng (For Details, See Sht. 2B) Construct Driveway A - Sta. 32+78.50, 18.50'Lt. - Sta. 33+07.50, 18.50'Lt B - Sta. 32+98.87, 15.50'Rt. - Sta. 33+32.87, 15.50'Rt. C - Sta. 35+23.52, 20.50'Lt. - Sta. 35+55.77, 20.50'Lt. D - Sta. 35+26.79, 13.50'Rt. - Sta. 35+67.79, 13.50'Rt. E - Sta. 35+55.77, 20.50'Lt. - Sta. 35+88.02, 20.50 'Lt. (For Details, See Sht. 2B) 1 Install CG-48 Manhole Inlet (2 Ea.) (For Details, See Sht. 2B-3) 2 1 9 Prop. Light Fixture (Refer to Sheets IL-2 Thru IL-6) 8 Sawcut and Remove Extg. Pavement, Curb & Gutter, & Sidewalk 5 Construct Parallel Sidewalk Ramp (4 Ea.) (For Detailed Grading, See Sht. 2B) 6 Remove Extg. Mailbox Upon Installation of the Proposed Mailbox Cluster Construct Std. Curb & Gutter, & Sidewalk Match Exisitng (For Details, See Sht. 2B) 4 Remove Extg. Pavement, Curb & Gutter, & Sidewalk 3 2 Remove Extg. Storm Structure (2 Ea.) 1A 1C 1E 1D 1B 2 3 4 5 4 5 6 6 6 6 Adjust Water Valve to Grade (Minor) (2 Ea.) 7 7 7 8 2 2 1A 1B 2 3 3 Adjust Manhole Rim to Grade (Major) (1 Ea.) Leasure St Connection Profile Left Side Excavation Embankment Earthworks Excavation Embankment 1050 W HAYES ST 507 LEASURE ST 1251 W HAYES ST 510 LEASURE ST 1061 W HAYES ST 1110 W HAYES ST 1150 W HAYES ST 10 Retain and Protect Existing Fence 10 Earthworks Excavation Embankment 711.6 CY 17.6 CY Hayes Street Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±770 SF) 11 11 11 11 11 11 11 11 11 Water Meter Relocation, By City Forces (3 Ea.) 12 12 12 12 ---PAGE BREAK--- OHW OHW OHW OHW OHW OHW OHW WM WM 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 C WM 6+00 7+0 39+40 37+00 38+00 39+00 63.5 LF - 15"PVC @ 0.0050 2+00 3+00 4+00 PC: 2+17.18 PT: 3+37.22 3+00 4+ PI: 3+70.21 16.9 LF - 10"PVC @ 0.0050 Hayes Street STA:36+74.82 Hall St STA:50+00.00 170 175 180 185 170 175 180 185 170 175 180 185 170 175 180 185 STA = 2+00.00 ELEV = 181.76 (181.93) 181.49 (181.84) 181.43 (181.60) 181.51 (181.35) 181.46 (181.12) 181.38 (181.05) 181.36 36+25 36+50 37+00 37+33.50 0.30% -0.30% 0.30% -0.30% Prop. Grade @ North Curb Flowline Extg. Grade @ Center Line 1 Extg. Grade Construction C/L Prop. South Curb Flow Line Prop. North Curb Flow Line 2 IE IN(12"W) = 174.14 IE OUT(15"SE) = 174.14 CG-48MH Inlet STA: 36+28.69, 23.50'Lt. TC = 181.98 SUMP = 172.64 63.5 LF - 15"PVC @ 0.0050 IE IN(24"E) = 173.27 IE IN(15"NW) = 173.82 IE OUT(24"N) = 173.08 Extg. 48 MH STA: 36+85.16 , 5.59'Rt. RIM = 182.02 (181.05) 181.76 (180.84) 181.68 (180.55) 181.45 (180.31) 180.91 (179.89) 180.20 (179.31) 179.56 (179.73) 179.23 (179.83) 179.23 (179.63) (179.72) 2+00 2+50 3+00 3+50 4+00 4+03.67 1.50% -0.30% -2.81% HIGH PT STA = 2+25.00 HIGH PT ELEV = 181.68 PVI STA = 2+50.00 PVI ELEV = 181.61 K = 19.90 A = 2.51% LVC = 50.00' BVC: 2+25.00 ELEV: 181.68 EVC: 2+75.00 ELEV: 180.91 LOW PT STA = 3+62.17 LOW PT ELEV = 179.19 PVI STA = 3+50.00 PVI ELEV = 178.80 K = 18.55 A = 4.31% LVC = 80.00' BVC: 3+10.00 ELEV: 179.92 EVC: 3+90.00 ELEV: 179.40 -2.26% Extg. 24" Storm IE IN(24"SE) = 173.80 IE OUT(24"W) = 173.80 Extg. 48 MH STA: 37+90.85 , 5.00'Rt. RIM = 181.20 Extg. 24" Storm IE IN(15"SW) = 175.33 IE IN(12"SE) = 174.55 IE OUT(24"NE) = 175.50 IE OUT(24"NW) = 174.35 Extg. 48 MH STA: 3+18.34 , 41.68'Rt. RIM = 179.61 IE OUT(10"SE) = 175.26 CG-48 Inlet STA: 3+59.33, 24.65'Lt. TC = 179.23 SUMP = 173.76 IE IN(10"S) = 176.92 CG-48 Inlet STA: 3+59.34 , 24.35'Rt. TC = 179.24 SUMP = 175.42 Prop. Grade @ Construction Center Line Extg. Grade @ Construction Center Line Prop. South Curb Flow Line Prop. Grade Construction C/L 3 3 4A 4B STA = 36+46.05 ELEV = 182.08 STA = 36+79.31 ELEV = 182.18 STA = 37+33.45 ELEV = 182.02 STA = 36+46.05 ELEV = 181.42 STA = 36+79.31 ELEV = 181.52 STA = 37+33.45 ELEV = 181.36 STA = 2+00.00 ELEV = 182.03 STA = 3+00.00 ELEV = 179.77 Type D Pipe Bedding Per Detail 3800-2, See Sht. 2B-5 Extg. 6" Water Line Bottom of Pipe = 177.91'± 180 185 190 180 185 190 (181.52) (181.60) 181.92 (181.18) 181.42 (180.80) 180.80 (180.29) 49+80 50+00 50+50 50+75 -2.00% -1.91% -2.48% STA = 49+86.50 ELEV = 182.19 STA = 50+00.00 ELEV = 181.92 STA = 50+20.95 ELEV = 181.52 STA = 50+50.00 ELEV = 180.80 Prop. Grade @ Center Line Extg. Grade @ Center Line Hayes Street Centerline = STA:36+74.82 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 9 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:26 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW HAYES PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 36+25 SEE SHEET 8 W Hayes St Hall St 1 5 6 6 6 STREET CONSTRUCTION NOTES STORM CONSTRUCTION NOTES Construct Driveway A - Sta. 37+01.83, 13.50'Rt. - Sta. 37+37.83, 13.50'Rt. B - Sta. 37+74.45, 20.50'Lt. - Sta. 38+14.00, 20.50'Lt. C - Sta. 38+14.00, 20.50'Lt. - Sta. 38+48.00, 20.50'Lt. D - Sta. 38+14.00, 20.50'Lt. - Sta. 38+48.00, 20.50'Lt. (For Details, See Sht. 2B) 1 Install CG-48 Manhole Inlet (1 Ea.) (For Details, See Sht. 2B-4) 7 6 Prop. Light Fixture (Refer to Sheets IL-2 Thru IL-6) 8 Sawcut and Remove Extg. Pavement, Curb & Gutter, & Sidewalk 3 Construct Parallel Sidewalk Ramp (3 Ea.) (For Detailed Grading, See Sht. 2B-6) 5 Remove Extg. Mailbox Upon Installation of the Proposed Mailbox Cluster Remove Extg. Pavement, Curb & Gutter, & Sidewalk 4 2 Connect to Extg. Structure (1 Ea.) (For Details, See Sht. 2B-4) Adjust Water Valve to Grade (Minor) (2 Ea.) 9 Construct Std. Sidewalk Match Exisitng (For Details, See Sht. 2B) 1 Construct Std. Curb & Gutter, & Sidewalk Match Exisitng (For Details, See Sht. 2B) 2 2 3 1 2 4 5 5 5 2 7B 7C 7A 8 9 SEE SHEET 11 7D Remove Extg. Pavement, Curb, and Sidewalk 10 10 3 Adjust Manhole Rim to Grade (Major) (3 Ea.) 3 3 N Settlmier Ave Right-of-Way Centerline Construction Centerline STA: 33+33.45 Begin Construction Centerline at STA 2+00.00 11 11 4A 4B 4 Install CG-48 Inlet (2 Ea.) (For Details, See Sht. 2B-4) Hall St Connection Profile 978 W HAYES ST 945 W HAYES ST 515 N SETTLEMIER AVE 991 W HAYES ST 988 W HAYES ST 998 W HAYES ST Earthworks Excavation Embankment 651.9 CY 35.8 CY Hayes Street Profile Horz: 1"=20', Vert: 1"=2' Hayes Street Construction Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±2,265 SF) 12 12 12 12 12 12 12 12 13 Water Meter Relocation, By City Forces 13 13 13 Install Fire Hydrant STA: 36+30.63, 21.50' Rt. Back of Walk Elevation = 182.73 (For Details, See Sht. 2B-5) 14 14 3 10 5 Construct Water Quality Facility See Sheet 2G for Details 5 STA: 38+21.42, 37.34'Rt. Install Permanent Street Tree 'Kwanzan Cherry Plum' [Prunus 'Kwanza'] (3 Ea.) (For Details, See Sht. 2B) 15 15 ---PAGE BREAK--- F C C C C C 2+16 3+00 4+00 L19.97' R300.00' D3.81° 0+00 1+00 PI: 0+10.00 PI: 0+74.11 170 175 180 185 170 175 180 185 (180.26) (180.16) 180.14 (180.12) 180.07 (180.00) 179.99 (179.98) 179.92 (179.87) 179.84 (179.82) 179.77 2+16.06 2+50 3+00 3+50 4+00 4+50 -0.30% -0.30% Extg. 15" Storm STA = 3+08.70 ELEV = 180.19 STA = 3+62.85 ELEV = 180.03 STA = 3+82.81 ELEV = 179.97 -0.30% J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 10 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:35 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SETTLEMIER PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 4+50 SEE SHEET 11 N Settlemier Ave Garfield St Garfield St CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk Match Existing (For Details, See Sht. 2B) Sawcut & Remove Extg. Pavement, Curb & Gutter, & Sidewalk Curb Point of Curvature STA: 3+62.85, 16.11'Lt. Construct Driveway Sta. 3+94.77, 16.78'Lt - Sta. 3+28.77, 16.79'Lt (For Details, See Sht. 2B) 1 2 3 4 Curb Point of Tangency STA: 3+82.81, 16.78'Lt. 5 1 2 3 4 5 Extg. Center Line Prop. Grade @ CurbLine Prop. Grade @ Curbline Extg. Grade @ Sawcut 7 Curb Point of Tangency STA: 3+82.81, 16.78'Lt. 6 Extg. Grade @ Sawcut 2" Grind and Inlay Per Typical Sections, See Sheet 2A 7 7 425 N SETTLEMIER AVE 339 5TH ST 445 N SETTLEMIER AVE 690 W HAYES ST 978 W HAYES ST Earthworks Excavation Embankment 91.1 CY 0.0 CY Settlemier Ave Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±285 SF) 8 8 8 ---PAGE BREAK--- F F F F F F F 5+00 6+00 7+00 8+00 39+40 39+00 3.9 LF - 10"PVC @ 0.0050 4+00 2+00 3+00 4+00 4+49 PI: 3+70.21 PI: 4+17.99 PI: 4+39.46 18.9 LF - 10"PVC @ 0.0050 27.2 LF - 10"PVC @ 0.0050 16.9 LF - 10"PVC @ 0.0050 Settlemier Ave STA:6+22.37 Hayes Street STA:39+40.50 Settlemier Ave STA:5+95.66 Const. Hayes CL STA:4+03.67 170 175 180 185 170 175 180 185 (179.82) 179.77 (179.77) 179.69 (179.63) 179.62 (179.82) 179.54 (179.61) 179.47 (179.46) 179.39 (179.40) 179.32 (179.47) 179.24 (178.93) 179.13 (178.80) 178.92 (178.64) 178.71 (178.63) 178.49 4+50 5+00 5+50 6+00 6+50 7+00 7+50 -0.30% -0.85% -0.30% Extg. 15" Storm IE IN(15"S) = 175.54 IE IN(10"E) = 175.85 IE OUT(15"N) = 175.49 EXTG. 48 MH STA: 39+24.28, 144.67'Rt. RIM = 180.13 IE OUT(10"W) = 177.30 CG-48 Inlet STA: 5+37.18 , 18.32'Lt. TC = 180.01 SUMP = 175.80 IE OUT(10"W) = 175.38 CG-2 Inlet STA: 5+37.19 , 17.78'Rt. TC = 180.09 SUMP = 173.88 Extg. 15" Storm STA = 5+47.82 ELEV = 179.47 STA = 6+43.82 ELEV = 179.18 STA = 7+38.21 ELEV = 178.38 Extg. Center Line Prop. Grade @ CL Extg. Grade @ Sawcut -0.30% -0.85% 1 2C 18.9 LF - 10"PVC @ 0.0050 27.2 LF - 10"PVC @ 0.0050 IE OUT(10"SW) = 176.28 CG-2 Inlet STA: 4+98.91 , 49.67'Rt. TC = 180.93 SUMP = 174.78 IE IN(10"NE) = 176.19 IE OUT(10"W) = 175.99 CG-2 Inlet STA: 4+82.21 , 40.84'Rt. TC = 181.09 SUMP = 174.49 2B 2A Extg. Gas Line (Cover 24"-28"±) J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 11 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:43 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SETTLEMIER PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 4+50 SEE SHEET 10 N Settlemier Ave W Hayes St W Hayes St CONSTRUCTION NOTES Construct Std. Curb & Gutter, & Sidewalk (For Details, See Sht. 2B) Remove Extg. Pavement, Curb & Gutter, & Sidewalk Construct Driveway Sta. 6+94.56, 15.18'Lt - Sta. 7+38.21, 14.18'Lt (For Details, See Sht. 2B) 1 2 7 Construct Parallel Sidewalk Ramp (6 Ea.) (For Detailed Grading, See Sht. 2B) 4 1 2 1 3 Sawcut & Remove Extg. Pavement, Curb & Gutter, & Sidewalk 3 4 4 4 4 1 3 Construct Standard Curb (For Detailed Grading, See Sht. 2B) 5 5 Construct Doweled Median Island (For Details, See Sht. 2B-2) 6 6 7 MATCH LINE - STA: 38+50 SEE SHEET 9 STORM CONSTRUCTION NOTES 1 Install CG-48 Inlet (Ea. 1) (For Details, See Sht. 2B-4) 1 2C 8 Install 6" Reinforced Concrete Section Over 4" of 1"-0 Minus Aggregate 8 Prop. Grade @ Curbline Extg. Grade @ Sawcut 2" Grind and Inlay Per Typical Sections, See Sheet 2A 9 9 978 W HAYES ST 540 N SETTLEMIER AVE 515 N SETTLEMIER AVE 529 N SETTLEMIER AVE Earthworks Excavation Embankment 329.7 CY 6.6 CY 2 Install CG-2 Inlet (Ea. 3) (For Details, See Sht. 2B-3) 2B 2A 3 Connect to Extg. Structure (Ea. 1) (For Details, See Sht. 2B-4) 3 Settlemier Ave Profile Horz: 1"=20', Vert: 1"=2' Install Permanent Lawn Seeding (±1,140 SF) 10 10 10 10 10 4 N Settlemier Ave Sta. 5+37.12, 13.85' Rt. Tee into Extg. 15" Stormwater Pipe (Ea. 1) (For Details, See Sht. 2B-4) 4 5 W Hayes St. Sta. 39+05.92, 6.95' Rt. Tee into Extg. 24" Stormwater Pipe (Ea. 1) (For Details, See Sht. 2B-4) 5 ---PAGE BREAK--- F F F F F F F D 3+00 4+00 5+00 6+00 7+00 13+00 14+00 289.1 LF - 12"C900 @ 0.0043 175 180 185 190 175 180 185 190 (182.23) 181.98 (182.37) 182.09 (182.47) 182.20 (182.66) 182.31 (182.72) 182.42 (182.83) 182.53 (182.90) 182.65 (182.95) 182.76 (182.99) 182.87 (183.04) 182.98 (183.28) 183.23 (183.62) 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 289.1 LF - 12"C900 @ 0.0043 IE IN(12"N) = 179.60 IE IN(12"S) = 179.60 IE OUT(12"E) = 179.60 Extg. CB STA: 4+35.71 , 15.73'Lt. TC = 182.46 SUMP = 178.10 0.45% 1.00% STA = 4+37.50 ELEV = 181.92 STA = 6+75.00 ELEV = 182.98 STA = 7+08.90 ELEV = 183.32 0.45% 1.00% STA = 4+37.50 ELEV = 181.92 STA = 6+75.00 ELEV = 182.98 STA = 7+08.90 ELEV = 183.32 IE IN(12"E) = 180.83 IE OUT(12"N) = 180.83 48" Flat-Top MH STA: 13+53.04 , 16.21'Lt. RIM = 183.54 Prop. Grade @ Curbline Extg. Grade @ Sawcut J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue 12 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Street Plans-24512.dwg Plot Stamp: 5/27/2022 11:31:52 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW CASCADE PLAN AND PROFILE 0 20 10 20 Scale: 1" = 20' CONSTRUCTION NOTES Cascade Dr Sta: 4+37.47, 17.00' Lt. End Construct Std. Curb & Gutter, Match Extg. For Details, See Sht. 2B) 1 Sawcut & Remove Extg. Pavement, Curb & Gutter 2 STORM CONSTRUCTION NOTES 1 Earthworks Excavation Embankment 86 CY 0 Connect to Extg. Structure (Ea. 1) (For Details, See Sht. 2B-4) S Cascade Profile Horz: 1"=20', Vert: 1"=2' MATCH LINE - STA: 6+65 SEE SHEET 3 W Hayes St S Cascade Dr 612 N CASCADE DR 1 1 2 1 2 Proposed Storm Structure See Sheet 3 for Details 2 Prop. Grade @ Curbline Extg. Grade @ Sawcut 2 2 Construct Std. Curb & Gutter, & Sidewalk (For Details, See Sht. 2B) 3 3 ---PAGE BREAK--- SIGNING AND STRIPING LEGEND & NOTES INSTALL BIKE LANE STANDARD STENCIL STRIPING LEGEND INSTALL 8" WHITE LINE INSTALL TWO-WAY LEFT TURN STRIPING GENERAL NOTES 1. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) 2009 EDITION, AND THE OREGON SUPPLEMENT TO THE M.U.T.C.D. 2009 EDITION, AND THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. 2. ALL PRE-MARKERS FOR PAVEMENT MARKINGS AND STRIPING LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 3. PERMANENT STRIPING SHALL BE THERMOPLASTIC MATERIAL UNLESS OTHERWISE NOTED. LONGITUDINAL LINES SHALL BE METHOD THERMOPLASTIC, EXTRUDED, SURFACE, NON-PROFILED. 4. EXISTING MARKINGS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. EXISTING STRIPING REMOVED DURING SCORING AND REPAVING TO BE INSTALLED AS SHOWN. 6. REFER TO ODOT STANDARD DRAWINGS TM500, TM501, AND TM503 FOR ALL PAVEMENT MARKING DETAILS ON SHEET SS-9. S = PERFORATED STEEL SQUARE TUBE SIGN SUPPORT M = MATERIAL OPTIONS ARE: N = SIGN NUMBER INSTALL NEW SIGN ON NEW SIGN SUPPORT. SIGNING LEGEND INSTALL NEW SIGN N M N REMOVE EXISTING SIGN AND SIGN SUPPORT SIGNING GENERAL NOTES 1. ALL SIGNING SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) 2009 EDITION, AND THE OREGON SUPPLEMENT TO THE M.U.T.C.D. 2. THE LOCATIONS OF SIGN INSTALLATIONS SHOWN ARE APPROXIMATE WITH THE EXACT LOCATIONS TO BE DETERMINED IN THE FIELD. 3. EXISTING SIGNS NOT SHOWN ARE TO REMAIN IN PLACE UNLESS OTHERWISE DIRECTED. 4. REFER TO ODOT DETAIL TM 223 FOR LETTER HEIGHT ON STREET NAME SIGNS. 5. SIGNS LOCATED ON TRAFFIC SIGNAL POLES REFERENCE THE SIGNAL DESIGN PLANS. 6. TRAFFIC SIGN LEGEND AND MOUNTING DETAILS ARE SHOWN ON SHEETS SS-6 THRU SS-8, SS-11 AND SS-12. 7. CROSSWALK CLOSED SIGNS MOUNTED ON BOTH SIDES OF BARRICADE. SEE DETAILS ON SHEET SS-9 . W-2 CW-SC BS TWL ND TM S INSTALL NARROW DOUBLE NO-PASS INSTALL STAGGERED CONTINENTAL CROSSWALK EXN RXN M EX S INSTALL RIGHT TURN ARROW RA LA INSTALL LEFT TURN ARROW INSTALL STANDARD CROSSWALK CW EX CW RX YB INSTALL TRANSVERSE MEDIAN BARS MAINTAIN AND PROTECT EXISTING STOP BAR REMOVE EXISTING 4" YELLOW BROKEN LINE RETAIN AND PROTECT EXISTING SIGN AND SUPPORT. RX RA REMOVE EXISTING RIGHT TURN ARROW MAINTAIN AND PROTECT EXISTING STANDARD CROSSWALK INSTALL STOP BAR EX YB MAINTAIN AND PROTECT EXISTING 4" YELLOW BROKEN LINE RRFB RECTANGULAR RAPID FLASHING BEACONS (SEE SIGNAL PLANS) J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-1 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:00:49 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW CCS = CROSSWALK CLOSURE SUPPORT INSTALL SCHOOL SCH INSTALL EXISTING SIGN ON NEW SIGN SUPPORT. EXN M PAINT CURB YELLOW YC ---PAGE BREAK--- (SD) (SD) (SD) (SD) 7+00 8+00 13+00 14+00 15+00 16+00 (SD) (SD) (SD) (SD) (SD) (SD) (SD) (SD) 17+00 18+00 19+00 20+00 SIGNING AND STRIPING PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 16+75 SEE BELOW MATCH LINE - STA: 20+75 SEE SHEET SS-3 MATCH LINE - STA: 16+75 SEE ABOVE BS S ND W-2 TM TWL D RX12 S RX25 S RX17 S 110 S 126 S W-2 BS TWL W-2 BS BS W-2 LA EX S EX S LA TWL TWL RX18 S 110 S EX17 S RX26 S 118 S EX10 RX10 S EX3 EX2 EX1 RX10 S RX28 S RX10 S RX28 S RX27 S 5' 10' 10' 5' 2' 2' 5' 10' 10' 5' 2' 2' 12' 5' 10' 10' 5' 2' 2' 12' W Hayes St N Cascade Dr W Hayes St 103 102 RX4 RX2 104 102 125 112 S BS School Dwy EX YB J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/27/2022 11:33:03 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TO STA. 14+91 STA. 13+72 TO STA. 25+04 STA. 13+72 TO STA. 20+42 STA. 15+88 TO STA. 20+42 STA. 15+88 TO STA. 20+42 STA. 13+72 TO STA. 20+42 STA. 13+72 TO STA. 20+42 STA. 15+88 TO STA. 20+42 STA. 15+88 TO STA. 25+04 STA. 13+72 ND ND TO STA. 15+88 STA. 14+91 TO STA. 15+88 STA. 14+91 135 CCS 135 135 CCS 135 ---PAGE BREAK--- 21+00 22+00 23+00 24+00 OHW OHW OHW 19+70 20+00 25+00 26+00 27+00 28+00 SIGNING AND STRIPING PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 24+75 SEE BELOW MATCH LINE - STA: 20+75 SEE SHEET SS-2 MATCH LINE - STA: 28+50 SEE SHEET SS-4 MATCH LINE - STA: 24+75 SEE ABOVE S LA CW-SC BS W-2 ND RX18 S 125 S RX24 S RX12 S BS RX25 S TM TWL RX23 S 127 S S W-2 BS W-2 RX18 S RX19 S ND RX24 S 125 S RX19 S 126 S W-2 BS RX21 S W-2 ND TWL 127 S 110 S RX10 S RX26 S RX29 S RX30 S W Hayes St W Hayes St Cozy Way TWL ND BS 5' 10' 10' 5' 2' 2' 12' 5' 10' 10' 5' 2' 2' W-2 ND ND TWL RX2 RX5 102 105 Killian St. 110 S RRFB RRFB RRFB 112 125 S 118 S J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/27/2022 11:33:16 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TO STA. 21+81 STA. 13+72 TO STA. 21+81 STA. 21+12 TO STA. 21+52 STA. 21+12 TO STA. 23+26 STA. 22+15 TO STA. 24+50 STA. 23+26 TO STA. 25+04 STA. 24+50 TO STA. 25+04 STA. 21+92 TO STA. 33+83 STA. 25+85 TO STA. 21+52 STA. 21+12 TO STA. 22+15 STA. 21+92 TO STA. 25+04 STA. 21+92 TO STA. 23+26 STA. 22+15 TO STA. 24+50 STA. 23+26 TO STA. 25+04 STA. 24+50 TO STA. 28+92 STA. 21+92 TO STA. 28+92 STA. 25+85 W-2 TO STA. 25+04 STA. 21+92 TO STA. 24+50 STA. 23+26 135 CCS 135 135 CCS 135 5' 10' 10' 5' 2' 2' S S 135 CCS 135 135 CCS 135 ND TO STA. 21+81 STA. 21+52 YC YC 137 S 137 S SCALE: Median Detail 1" = 10' Install ten (10) yellow bi-directional raised pavement markers on top of the curb as shown Install ten (10) yellow bi-directional raised pavement markers on top of the curb as shown ---PAGE BREAK--- OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 30+00 30+30 29+00 30+00 31+00 32+00 33+00 OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 49+80 50+00 40+00 40+30 34+00 35+00 36+00 37+00 38+00 2+00 3+00 W-2 S RX18 S RX10 S RX22 S W-2 W-2 BS W-2 W-2 BS ND RX21 S RX10 S RX18 S BS W-2 110 S RX19 S RX21 S SIGNING AND STRIPING PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 33+50 SEE BELOW MATCH LINE - STA: 28+50 SEE SHEET SS-3 MATCH LINE - STA: 38+75 SEE SHEET SS-5 MATCH LINE - STA: 33+50 SEE ABOVE BS ND ND 122 S RX19 S 110 S 122 S W Hayes St Smith Dr W Hayes St Leasure St 5' 10' 10' 5' 2' 2' 5' 10' 10' 5' 2' 2' RX2 RX6 102 106 107 102 RX7 RX2 RX21 S RX11 S 111 S ND RX20 S 110 S W-2 BS RX10 S RX21 S RX16 102 108 RX2 RX8 BS Hall St J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/27/2022 11:33:27 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TO STA. 28+92 STA. 25+85 TO STA. 28+92 STA. 25+85 TO STA. 33+83 STA. 25+85 TO STA. 33+83 STA. 29+56 TO STA. 33+83 STA. 25+85 TO STA. 36+51 STA. 34+53 TO STA. 36+51 STA. 34+53 TO STA. 3+72 STA. 1+88 TO STA. 3+72 STA. 1+88 TO STA. 3+72 STA. 29+56 TO STA. 37+33 STA. 29+56 RX13 S RA LA 135 CCS 135 135 CCS 135 135 CCS 135 S S 135 CCS 135 ND TO STA. 33+83 STA. 29+56 2' 10' 12' 2' 10' 5' 5' STA. 37+33 = CONSTRUCTION ℄ STA. 2+00 W-2 TO STA. 3+72 STA. 2+00 ---PAGE BREAK--- 5+00 6+00 7+00 8+00 39+00 39+40 4+00 4+04 2+16 3+00 4+00 SIGNING AND STRIPING PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 4+50 SEE ABOVE RX RA RX YB EX23 EX25 EX34 EX23 EX12 RX23 RX33 S RX33 S RX15 S RX10 S LA W-2 LA CW LA RA RA ND 128 S RX10 S RX19 S MATCH LINE - STA: 38+75 SEE SHEET SS-4 MATCH LINE - STA: 4+50 SEE BELOW EX10 EX32 EX26 EX31 EX25 EX12 EX16 ND RX23 S N Settlemier Ave Garfield St N Settlemier Ave W Hayes St W Hayes St BS RX9 RX2 RX9 RX2 RX23 S W-2 ND 12' 5' 2' 5' 10' 12' 10' 2' 12' EX CW 12' 11' 12' ND EX9 EX10 RX10 S EX YB TM 133 S 133 S J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/27/2022 11:33:39 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW TO STA. 4+45 STA. 2+44 TO STA. 7+38 STA. 6+44 TO STA. 5+47 STA. 4+48 ND TO STA. 3+73 STA. 2+44 ND TO STA. 5+47 STA. 4+45 TO STA. 7+38 STA. 6+44 TO STA. 3+72 STA. 2+00 W-2 TO STA. 3+72 STA. 3+22 W-2 TO STA. 3+72 STA. 1+88 TO STA. 3+72 STA. 1+88 SCH YC Garfield St RX17 S RX14 S 136 S 12' 11' 12' ND TO STA. 10+06 STA. 7+38 INSTALL SIGN ON EXISTING POST LOCATED ON SW CORNER OF W HAYES ST AND FIFTH ST. SCALE: Median Detail 1" = 10' 128 S 116 S Install three yellow bi-directional raised pavement markers on top of the curb as shown Install six yellow bi-directional raised pavement markers on top of the curb as shown ---PAGE BREAK--- 1 SIGNING LEGEND 2 3 4 5 6 9 14 8 21 22 23 10 11 12 19 13 15 16 17 18 EXISTING SIGNS 7 SPEED 25 20 NEIGHBORHOOD WATCH PROGRAM IN FORCE AHEAD panelName:name panelQuantity:1 panelStation:none panelMaterial:0 legendMaterial:0 panelMounting:0 panelWidthLock:1 panelHeightLock:1 marginAlign:9 panelRoundCorners:0 panelSizes:BIKE.:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48 constructPanelMode:0 constructPanels:36I24I18 ANY TIME PARKING BIKE LANE PARKING J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:01:39 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW Neighborhood Watch Sign 18"x24" S1-1 36"x36" W16-9P 24"x12" S1-1 36"x36" W16-7 24"x12" ---PAGE BREAK--- 24 26 SIGNING LEGEND 25 SPEED 20 SPEED 20 EXISTING SIGNS 27 ENTRANCE ONLY BUSES ONLY 28 29 NO PARKING BETWEEN SIGNS NOTICE SMITH CREEK ANNEXATION 30 ENTRANCE ONLY 31 GARFIELD ST 32 SILVER FALLS TOUR ROUTE 33 CITY CENTER 34 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-7 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:01:41 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW S4-3P 24"x8" R2-1 24"x30" S4-1P (MOD) 24"x10" S4-3P 24"x8" R2-1 24"x30" S4-2P 24"x10" ---PAGE BREAK--- D3-1 42"x12" 6 Required 2-Sided D3-1 42"x12" 1 Required 2-Sided D3-1 42"x12" 1 Required 2-Sided D3-1 36"x12" 1 Required 2-Sided D3-1 36"x12" 1 Required 2-Sided D3-1 42"x12" 1 Required 2-Sided D3-1 36"x12" 1 Required 2-Sided R1-1 30"x30" 7 Required R2-1 24"x30" 1 Required R2-6P 24"x18" 2 Required S1-1 36"x36" W16-9P 24"x12" 2 Required R7-9 12"x18" 2 Required OS5-5 24"x36" OS4-8 24"x10" 4 Required S5-2 24"x30" 2 Required R1-5b 36"x36" 2 Required R4-7 24"x30" 2 Required OM4-1 18"x18" 2 Required OR22-7 24"x18" 20 Required AHEAD FOR W14-1 24"x24" 1 Required DEAD END 102 103 104 105 106 107 108 110 111 112 118 122 125 126 127 128 133 135 136 R3-2 24"x24" 1 Required 116 OM3-L 12"x36" 2 Required 137 SIGNING LEGEND PROPOSED SIGNS J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-8 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:01:46 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ---PAGE BREAK--- SIGNING AND STRIPING DETAILS J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-9 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:01:48 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ---PAGE BREAK--- SIGNING DETAILS J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-10 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:01:59 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ---PAGE BREAK--- SIGNING DETAILS J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-11 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:02:10 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ---PAGE BREAK--- SIGNING DETAILS J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue SS-12 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signing and Striping-24512.dwg Plot Stamp: 5/25/2022 4:02:14 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ---PAGE BREAK--- L E G E N D B = Adjustable (No Tenon) SIGNAL MOUNTING OPTIONS SIGNAL HEAD OPTIONS SIGN MOUNTING OPTIONS 2 = 12" R, 12" Y, 12" G 6L = 12" RLTA, 12" YLTA, 12"FYLTA, 12" GLTA AB = Adjustable (No Tenon) GENERAL NOTES: 1. All materials and workmanship shall conform to Special Provisions and the 2021 Oregon Standard Specifications for Construction, and the Oregon Standard Drawings listed below. 2. The contractor shall supply all equipment, materials, and labor required for the signal operations shown on this plan. 3. The contractor shall verify the locations of existing utilities and coordinate this work with the utility companies/agencies to eliminate any conflicts. 4. The contractor shall field verify the location of all signal equipment before installation. 5. Signal timing will be provided by ODOT. 6. Retain and protect existing signal and detection during construction until new signal installation is complete and ready for turn-on. Maintain minimum signal operation down time. 7. All junction boxes shall be placed in sidewalk or concrete apron. 8. Install #12 stranded copper (orange) tracer wire in all conduits. Ground all tracer wires. 9. Conduit shall be placed in the same trench with other conduits when possible. 10. Top of signal and pedestrian foundations shall match top of finished grade of sidewalk. 11. All conduit runs shall be within right-of-way. 12. Install poly pull tape (1,200 LBF min. strength, non conductive) in all conduits. 13. All underground conduits and fittings shall be Schedule 80 PVC. C O N T R O L L E R S & C A B I N E T S S I G N A L S J U N C T I O N B O X E S D E T E C T I O N C O N D U I T S Install (S=size) inch conduit L U M I N A I R E S Install phase (Ph=phase) vehicle signal with retro-reflective strips on back-plates, see detail on Std. Dwg. No. TM460. HDD Install conduit by horizontal directional drilling, open trench not allowed Install Leotek, 88 Watt, 700mA, 40 LED GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC Bond luminaire to pole grounding terminal F I R E P R E E M P T I O N Install channel (Ch=channel), (N=number) barrel fire preemption detector unit Install channel (Ch=channel), fire preemption detector feeder cable Install phase (Ph=phase) countdown pedestrian signal with clamshell mount and pushbutton mount. Include phase (Ph=phase) audible pedestrian signal. Remove existing vehicle signal Install far-range radar detector unit (T=Radar) Install near-range radar detector unit (T=Radar) R-F T R-N T RX V C/A Ph V Ph W I R E S & C A B L E S Retain and protect existing wiring. Install poly pull line (500 FT/LB minimum strength) Install (X=number of cables) control cable(s) with (N=number) (G=AWG wire size) AWG conductors. Remove existing wiring. Install radar control cables (T=Radar) RCC T EX W RX W PL Remove existing service cabinet RX SC Install 17"x10"x12" (min. dimension) precast concrete junction box JB 1 Install Wavetronix Click 656 SDLC radar interface unit, SDLC cable, and shelf rack SDLC N G Install (N=number) No. G (G=AWG Wire Size) THWN Wires Install a model 332S cabinet & control equipment with riser frame. Orient louvered door as shown. 332S Install 17"x10"x12" (min. dimension) precast concrete junction box with concrete apron JB 1A J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-1 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/25/2022 4:02:21 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SIGNAL LEGEND AND NOTES Install ATC controller C ATC P O L E S Install (T=type) standard traffic signal mast arm pole See Pole Entrance Chart Sht. TS-4 SM T Install (L=Length) foot traffic signal mast arm MA L Install pedestrian signal pedestal with frangible base PP Retain and protect existing power pole EX UP Install (L=Length) foot luminaire arm LA L Remove existing traffic signal mast arm pole RX MP Remove existing mast arm RX MA S I G N S Install Aluminum Street Name Sign "W Hayes St" on Mast Arm SNS 1 Install base Mounted Service cabinet, 120/240 volt metered for signal system BMCL LED Install Aluminum Street Name Sign "W Settlemier Ave" on Mast Arm SNS 2 Install Aluminum (30"x36") LEFT TURN ONLY sign (R3-5L) AL 5L AL 12 Install Aluminum (30"x36") TURNING VEHICLES YIELD TO PEDS sign (R10-15L) M I S C E L L A N E O U S Power Source Location. To be coordinated by other PWR Install 30"x17"x12" (min. dimension) precast concrete junction box with concrete apron JB 3A RX OS Remove existing interior illuminated sign X-N G FF CH FN CH S Install Conduit and Wire as Required by Power Company W Install Aluminum (30"x36") RIGHT TURN ONLY sign (R3-5R) AL 5R Install Single Sided Rapid Rectangular Flashing Beacon See details on sheet TS-5 1S RRFB Install Double Sided Rapid Rectangular Flashing Beacon See details on sheet TS-5 2S RRFB PE Install 30"x17"x18" (min. dimension) precast concrete junction box with concrete apron (See Oregon Standard Dwg. TM472 for Details) JB 3TA N G Install (N=number) No. G (G=AWG Wire Size) XHHW Wires Install Photocontrol Electronic Relay on Fixture (See Project Specifications) JBK JBK WES ---PAGE BREAK--- OHW OHW OHW 5+00 6+00 7+00 4+00 4+04 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/25/2022 4:02:26 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SIGNAL PLANS W HAYES ST W HAYES STREET SM 3L 3 2 2 JB 3A JB 3A 2 2 POLE NO. 3A STA: 6+38.33, 25.00' RT. POLE NO. 3 STA: 6+23.83, 32.00' RT. SM 3 POLE NO. 4 STA: 5+72.81, 32.00' RT. POLE NO. 4A STA: 5+51.19, 24.65' RT. POLE NO. 1A STA: 5+50.18, 24.06' LT. POLE NO. 1 STA: 5+60.92, 30.36' LT. POLE NO. 2B STA: 6+39.88, 24.37' LT. JB 3A 2 2 N SETTLEMIER AVE V 3 V 8 V 8 LED V 2 V 2 V 4 V 4 1. FIELD VERIFY MEASUREMENT BEFORE CONSTRUCTION. 2. POLE STATIONING BASED OFF OF N SETTLEMIER AVE. 3. SEE SHEET TS-01 FOR LEGEND. 4. ARROWS SHOWN FOR VEHICLE MOVEMENTS ONLY. 5. POWER SOURCE LOCATION TO BE CONFIRMED. GENERAL NOTES: RX MP RX V RX V PP HDD PP BMCL 3 2 332S C ATC MA 35 MA 30 SM 3L MA 30 LA 15 CHANNEL B CHANNEL A PHASES 4 & 8 NORMAL PHASE ROTATION Ped. 6 Ph. 8 PHASES 2 & 6 Ped. 2 Ph. 2 FIRE PREEMPTION OPERATION Ph. 4 Ph. 4 Ph. 3 Ph. 2 Ped. 4 PHASES 3 C/A 2 C/A 2 C/A 4 RX OS 0 20 10 20 Scale: 1" = 20' ORIGINAL PLAN SIZE: 22x34 2 2 2 JB 3A SNS 1 SNS 1 AL 5L AL 5R EX UP EX UP EX UP EX UP PWR N SETTLEMIER AVE CHANNEL D Ph. 8 Ph. 3 Construction Centerline Right-of-Way Centerline AL 12 SNS 2 POLE NO. 2A STA: 6+29.75, 30.75' LT. 2B 2B 2B 2B 2B 2B 6LB AB AB AB 1-5 14 1-7 14 1-7 14 2-7 14 1-5 14 5-7 14 1-5 14 1-7 14 1-7 14 1-7 14 10-7 14 RCC A F1 A FF A 2 2 R-N A RCC A FF A 2 2 RCC B FF B 2 2 F1 B AL 12 W R-F H R-N B RCC H FF A FF B 2 2 RCC A RCC B RCC H FF A FF B FF C 3 RCC A RCC D RCC F R-F F R-N D FF D FF D 2 2 RCC D RCC F RCC B RCC H 6 10 SDLC RX MA RX SC 2 2 6 PP C/A 4 PP C/A 6 PP C/A 6 RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY LA 15 1-5 14 2 10 LED 4 10 3 12 3 3-7 14 FF D 2 2 10 2 RCC D RCC F PE 1-5 14 2 10 2 10 2 10 1-5 14 3 12 JBK JBK WES ---PAGE BREAK--- 22+00 D J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/27/2022 11:37:57 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW RECTANGULAR RAPID FLASHING BEACON PLAN W HAYES STREET 0 5 2.5 5 Scale: 1" = 5' ORIGINAL PLAN SIZE: 22x34 GENERAL NOTES: 1. FIELD VERIFY MEASUREMENT BEFORE CONSTRUCTION. 2. SEE SHEET TS-01 FOR LEGEND. POLE NO. 5 STA: 21+86.76, 19.10' LT. POLE NO. 6 STA: 21+80.75, 10.50' RT. POLE NO. 7 STA: 21+86.73 ,39.79' RT. 1. FIELD VERIFY MEASUREMENT BEFORE CONSTRUCTION. 2. POLE STATIONING BASED OFF OF W HAYES ST. 3. SEE SHEET TS-1 FOR LEGEND. 4. ARROWS SHOWN FOR VEHICLE MOVEMENTS ONLY. 5. SEE SHEET TS-5 AND TS-6 FOR RECTANGULAR RAPID FLASHING BEACON DETAILS AND INFORMATION GENERAL NOTES: 1S RRFB 2S RRFB 1S RRFB JBK JBK WES RIGHT-OF-WAY RIGHT-OF-WAY ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/25/2022 4:02:34 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW POLE ENTRANCE CHART NOTE: NOTE: Equipment shown on the orientation diagram is a clarification of angles of equipment that may be located on a Pedestrian Pedestal or Vehicle Pedestal. Equipment shown on orientation diagram is clarification of distance and angles of equipment that may be located on a Mast Arm or Signal Pole. of Pedestrian Head of Pedestrian Head of Vehicle Signal Head North Arrow as identified on the drawing specified in the chart PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL ORIENTATION DIAGRAM CL CL CL D1 D2 D3 D4 D5 90° 180° 270° of Arm of Sign of Pedestrian Head of Pedestrian Head of Vehicle Signal Head D6 of Terminal Cabinet MAST ARM POLE ORIENTATION DIAGRAM D7, D8 . . . . . CL CL CL CL CL CL 0 0 0 0 0 0 0 0 JBK JBK WES ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/25/2022 4:02:38 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SIGNAL DETAILS 84" 48" MAX. 24"X12" W16-7P (L OR R) SIGN INSTALLATION AUDIBLE PEDESTRIAN SIGNAL PUSHBUTTON WITH R10-25 MOD. SIGN INSTALLATION RECTANGULAR RAPID FLASHING BEACON ASSEMBLIES. CARMANAH TECHNOLOGIES RRFB MODEL R920E. 30"X30" W11-15 SIGN ASSEMBLY 2.5" PERFORATED SQUARE POST (SEE ODOT STANDARD DETAIL 4681, SHT. TS-6) MANUFACTURER TO PROVIDE MOUNTING BAR 2.5" PERFORATED SQUARE POST (SEE ODOT STANDARD DETAIL 4681, SHT. TS-6) 30"X30" SIGN W11-15 (SINGLE SIDED-FACING APPROACH) (DOUBLE SIDED-FACING BOTH APPROACHES) RECTANGULAR RAPID FLASHING BEACON ASSEMBLIES CARMANAH TECHNOLOGIES RRFB MODEL R920E. SIGN W16-7P 24"X12" (SINGLE SIDED-FACING APPROACH) (DOUBLE SIDED-FACING BOTH APPROACHES) AUDIBLE PEDESTRIAN SIGNAL PUSHBUTTON WITH R10-25 MOD. SIGN INSTALLATION PERFORATED SQUARE TUBE POST SUPPORT PER ODOT STANDARD DETAIL DET4241 (SEE SHT. TS-6) TOP MOUNT SOLAR PANEL AND CONTROLLER CARMANAH TECHNOLOGIES RRFB MODEL R920E DIRECT TOWARDS THE EAST CONCRETE FOOTING CONCRETE FOOTING JBK JBK WES ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue TS-6 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Signal-Plans-24512.dwg Plot Stamp: 5/25/2022 4:02:40 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW SIGNAL DETAILS JBK JBK WES ---PAGE BREAK--- OHW F F F F F F F F 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+66 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IC-1 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Interconnect-24512.dwg Plot Stamp: 5/25/2022 4:10:40 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW INTERCONNECT PLAN MATCH LINE SEE BELOW MATCH LINE SEE SHEET 2 MATCH LINE SEE ABOVE N Settlemier Ave N Settlemier Ave W Hayes St C 2 2 HH 1A 2 CONSTRUCTION NOTES C 2 HDD HH 1A Controller cabinet (See Signal Plan) Install conduit by horizontal direction drilling, open trench not allowed Install 24"x30"x24" Fiber Optic Hand Hole w/ Concrete Apron (See TM472 for details) Install (S=size) inch conduit FO N Install (N=number) strand single mode fiber optic cable. See Special Provisions. HH 3A HH 3A Install 30"x48"x36" Fiber Optic Hand Hole w/ Concrete Apron (See TM472 for details) COM DIN C 2 PFO 12 Install (N=number) single mode fiber optic cable for fiber optic connection patch panel. PFO 12 Install fiber optic splice closure. See sheet IC-3 for communications equipment to be furnished and installed. SPC COM Install communications bracket for fiber optic interconnect. Use only Green Sheet listed systems DIN F Coil (N = number of feet) of fiber optic cable (in advance of splicing) in hand hole FO SPC FO 200 FO 15 0 20 10 20 Scale: 1" = 20' FO 24 HDD FO 24 HDD FO 24 HDD ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IC-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Interconnect-24512.dwg Plot Stamp: 5/25/2022 4:10:46 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW INTERCONNECT PLAN MATCH LINE SEE BELOW MATCH LINE SEE ABOVE N Settlemier Ave N Settlemier Ave MATCH LINE SEE SHEET 1 2 2 EX JB EX JB EX JB EX C EX IC EX IC EX IC Hillsboro-Silverton Hwy CONSTRUCTION NOTES S HDD Install conduit by horizontal direction drilling, open trench not allowed Install (S=size) inch conduit EX JB EX C EX IC Retain and protect existing junction box Retain and protect existing Model 170E/HC11 controller and Model 332 Cabinet Retain and protect existing interconnect conduit Install (N=number) strand single mode fiber optic cable. See Special Provisions. FO N PFO 12 FO 200 SPC HH 3A 2 PFO 12 PFO 12 PFO 12 HH 3A Install 30"x48"x36" Fiber Optic Hand Hole w/ Concrete Apron (See TM472 for details) Install (N=number) single mode fiber optic cable for fiber optic connection patch panel. PFO 12 Install fiber optic splice closure. See sheet IC-3 for communications equipment to be furnished and installed. SPC COM Retain and protect existing communications bracket. DIN EX DIN EX COM HDD Coil (N = number of feet) of fiber optic cable (in advance of splicing) in hand hole FO 0 20 10 20 Scale: 1" = 20' FO 15 FO 24 HDD FO 24 HDD ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IC-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Interconnect-24512.dwg Plot Stamp: 5/25/2022 4:10:50 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW INTERCONNECT DETAILS COMMUNICATIONS COMPONENTS QUANTITY LOCATION: OPTIC CONNECTION(S) TYPE COMMUNICATION COMPONENT SCHEDULE Conduit Stub-Outs Riser Frame Cabinet Rack (Front View) Cabinet Rack (Side View) TYPICAL CABINET LAYOUT - TYPE 332 STRETCH Front Back Traffic Signal Controller Document Tray Input File I Input File J Power Distribution Assembly Output File Rack Mount Communications Bracket Conduit Stub-Outs Riser Frame SETTLEMIER AVE. / HILLSBORO-SILVERTON HWY (OR 214) A) ETHERNET EDGE SWITCH RS900G* SIEMENS PART NO. 6GK6090-0GS23-0BA1-Z A05 B) SIX-FOOT POWER CABLE WITHOUT LUGS (BARE-WIRE) (FOR RUGGEDCOM RS900G SWITCH) SIEMENS PART NO. 6GK6000-8BB00-0AA0 C) EXISTING ETHERNET EDGE SWITCH D) INDUSTRIAL ETHERNET CABLE E) FIBER PATCH PANEL F) FIBER OPTIC PATCH CORD 1 1 1 1 1 2 - - - - - - COMMUNICATIONS COMPONENTS QUANTITY LOCATION: OPTIC CONNECTION(S) TYPE COMMUNICATION COMPONENT SCHEDULE HAYES ST. / SETTELMIER AVE. A) ETHERNET EDGE SWITCH RS900G* SIEMENS PART NO. 6GK6090-0GS23-0BA1-Z A05 B) SIX-FOOT POWER CABLE WITHOUT LUGS (BARE-WIRE) (FOR RUGGEDCOM RS900G SWITCH) SIEMENS PART NO. 6GK6000-8BB00-0AA0 C) INDUSTRIAL ETHERNET CABLE D) FIBER PATCH PANEL E) FIBER OPTIC PATCH CORD 1 1 1 1 1 - - - - * CONTRACTOR TO DELIVER SWITCH GEAR TO ODOT. ODOT WILL CONFIGURE AND INSTALL SWITCH GEAR. GENERAL NOTES: 1. This drawing provides a schematic of the communications system only. Not all junction boxes are shown on this plan. 2. Fiber optic cable shall be continuous. LEGEND FIBER OPTIC CABLE TRAFFIC SIGNAL CONTROLLER CATEGORY 6 PATCH CORD ATC CONTROLLER 6 4 2 3 5 ETHERNET EDGE SWITCH C COIL (N=NUMBER OF FEET) INTERCONNECT CABLE 8 7 1 9 10 HAYES ST. / SETTLEMIER AVE. NEW SIGNAL CABINET FPP 6 4 2 3 5 8 7 9 10 RS900G ETHERNET EDGE SWITCH 1 C(15) C(200) SC SETTLEMIER AVE. / HILLSBORO-SILVERTON HWY (OR 214) EXISTING SIGNAL CABINET 6 4 2 3 5 8 7 9 10 RS900G ETHERNET EDGE SWITCH 1 12 SMFO COPPER TWISTED PAIR 6 4 2 3 5 7 9 1 C(200) 24 SMFO TO EVERGREEN RD/ HILLSBORO-SILVERTON HWY (OR 214) SIGNAL CABINET C(15) EXISTING ETHERNET EDGE SWITCH * CONTRACTOR TO DELIVER SWITCH GEAR TO ODOT. ODOT WILL CONFIGURE AND INSTALL SWITCH GEAR. SC SPLICE CLOSURE FPP FIBER PATCH PANEL FIBER OPTIC PATCH CORD (SC-SC) 1 2 3 4 5 6 7 8 9 10 11 12 SC P PROTECT FIBER END BLUE 2 BLUE 1 BLUE 4 BLUE 3 BLUE 12 BLUE 11 BLUE 10 BLUE 9 BLUE 8 BLUE 7 BLUE 6 BLUE 5 P P P P P P P P P P P P P P P P P P P P ORANGE P FPP 12 SMFO 1 2 3 4 5 6 7 8 9 10 11 12 BLUE 2 BLUE 1 BLUE 4 BLUE 3 BLUE 12 BLUE 11 BLUE 10 BLUE 9 BLUE 8 BLUE 7 BLUE 6 BLUE 5 P P P P P P P P P P P P P P P P P P P P ORANGE P EXTG. CONTROLLER ATC CONTROLLER HH HH ---PAGE BREAK--- J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IL-1 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Illumination-24512.dwg Plot Stamp: 5/25/2022 4:02:43 PM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ILLUMINATION LEGEND AND NOTES APPROVED STREET LIGHTING EQUIPMENT: 4. DIMMABLE LED COBRA HEAD LUMINAIRES SHALL INCLUDE: WHITE LEDS WITH CLEAR PLASTIC OPTICS BELOW EACH, NOMINAL COLOR TEMPURATURE OF 4000K. LIGHT DISTRIBUTION AND DRIVE CURRENT AS SPECIFIED. THE LUMINAIRES SHALL BE: MANUFACTURER: CATALOG NUMBER: GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE LEOTEK GENERAL NOTES 1. STREET LIGHTS ARE SCHEDULE 95 OPTION B EXCEPT AS NOTED ON THE PLANS AND SHALL BE CONTROLLED BY THE PHOTOELECTRIC CONTROL. 2. ALL WORK DONE ON UTILITY POLES SHALL BE PERFORMED BY PGE. 3. ALL MATERIALS AND WORKMANSHIP OF THE ILLUMINATION SYSTEM SHALL CONFORM TO PGE SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY CITY OF WOODBURN 4. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AND THE UNDERWRITERS LABORATORIES, INC. WHEREVER APPLICABLE. IN ADDITION TO THE REQUIREMENTS OF THE PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) THE NATIONAL ELECTRICAL SAFETY CODE, STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH MAY APPLY. 5. LOCATION OF ILLUMINATION CONDUITS AND JUNCTION BOXES ARE APPROXIMATE. COORDINATE WITH OTHER UTILITIES TO ENSURE PROPER INSTALLATION. 6. ALL JUNCTION BOXES NOT INSTALLED IN THE SIDEWALK SHALL HAVE A CONCRETE APRON PER OREGON STANDARD DRAWING TM472. 7. CONTRACTOR SHALL COORDINATE WIRING INSTALLATION WITH AT WITH ILLUMINATION LEGEND EX (UP) PRESERVE & PROTECT EXISTING UTILITY POLE (UP). INSTALL LEOTEK GCM2-40H-MV-WW-2R-GY-700-PCR7 LED LUMINAIRE BY PGE. LED INSTALL PHOTOELECTRIC CONTROL BY PGE. PE POLE NO. LIGHT POLE LOCATION TABLE INITIAL LUMEN LLF TYPE DISTRIBUTION WATTAGE QTY BUG RATING LEOTEK GreenCobra H-Series, TYPE II, 700mA, 88W 7 10,230 0.85 B2-U0-G2 LUM. TYPE STREET STATION OFFSET MOUNTING HEIGHT WATTAGE PGE SCHEDULE AND OPTION 1 W HAYES ST 14+39.84 29.01 25 CU 1369 88 95 B LUMINAIRE SCHEDULE TS N JOINT USE TRAFFIC SIGNAL/ ILLUMINATION POLE (N=SIGNAL POLE NUMBER) (SEE POLE ENTRANCE CHART AND TRAFFIC SIGNAL PLAN). S INSTALL (S=SIZE) INCH CONDUIT. JB 2A INSTALL 17"X30"X18" (MIN. DIMENSION) PRECAST CONCRETE JUNCTION BOX WITH CONCRETE APRON. 2 W HAYES ST 15+80.71 41.00 25 CU 1369 88 3 W HAYES ST 17+10.74 41.00 25 CU 1369 88 4 W HAYES ST 18+40.78 41.00 25 CU 1369 88 5 W HAYES ST 19+70.01 41.00 25 CU 1369 88 6 W HAYES ST 21+31.00 41.00 25 CU 1369 88 95 B 95 B 95 B 95 B 95 B 4' ROADWAY 25' Mounting Height NOT TO SCALE TYPICAL LIGHT POLE DETAIL COBRA STYLE LED LUMINAIRE ℄ ROAD TYPICAL STREET LIGHT (CURB TIGHT) * SEE PGE PLANS FOR WIRING * * * * * 3 1 3 JB 2A NOT TO SCALE Curb Face Sidewalk 1.5' 3.0' PGE AND JOB NUMBER M 3. JUNCTION BOXES SHALL BE CITY APPROVED SPLICE BOXES. CITY APPROVED BOXES ARE: MANUFACTURER: QUAZITE (HUBBEL) - 17" X 30" X 18" (90003480) NEWBASIS - 17" X 30" X 18" (90003480) QUAZITE (HUBBELL) - 17" X 30" X 18" (90003480) OLDCASTLE / CARSON INDUSTRIES - 17" X 30" X 18" (90003480) CDR (ELECTRIMOLD) - 17" X 30" X 18" (90003480) HIGHLINE - 17" X 30" X 18" (90003480) ARMORCAST - 17" X 30" X 18" (90003480) CATALOG NUMBER: A42173018A017 FCA173018T-90026 A42173018A017 17301726 CHA173018HE1 A6001640TAX18-PGE 5. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED PHOTOCELL PER PGE APPROVED STREET LIGHTING EQUIPMENT. INSTALL LUMINAIRE LIGHT POLE (LP), POLE NUMBER EXISTING LIGHT POLE AND LUMINAIRE. LP EX LP 2. ANCHOR POLE FOOTING SHALL BE PGE APPROVED PRE-CAST CONCRETE. MANUFACTURER: UTILITY VAULT COMPANY CATALOG NUMBER: 5CL-LB-PGE 1. COBRA STYLE LIGHT POLE SHALL BE ALUMINUM FIXED SMOOTH BASE. THE MANUFACTURER: VALMONT CATALOG NUMBER: 250075105D4 APPROVED POLES ARE: HAPCO 41-103PGE P&K POLES (FLAGPOLE INC) RTA7L25AAD1432D EX LED 7 W HAYES ST 37+77.62 27.58 25 CU 1369 88 95 B RX LED REMOVE EXISTING LUMINAIRE. CONTRACTOR TO COORDINATE WITH PGE. EXISTING LUMINAIRE. ---PAGE BREAK--- 7+00 8+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IL-2 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Illumination-24512.dwg Plot Stamp: 5/27/2022 11:39:24 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ILLUMINATION PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 16+75 SEE BELOW MATCH LINE - STA: 20+75 SEE SHEET IL-3 MATCH LINE - STA: 16+75 SEE ABOVE EX LP EX UP EX UP EX UP W Hayes St N Cascade Dr W Hayes St PE PE PE PE PE JB 2A JB 2A JB 2A JB 2A JB 2A 3 3 3 3 3 LP 1 LP 2 LP 3 LP 4 LP 5 RX LED RX LED ---PAGE BREAK--- WM 21+00 22+00 23+00 24+00 OHW OHW OHW WM WM WM WM WM 19+70 20+00 25+00 26+00 27+00 28+00 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IL-3 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Illumination-24512.dwg Plot Stamp: 5/27/2022 11:39:31 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ILLUMINATION PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 24+75 SEE BELOW MATCH LINE - STA: 20+75 SEE SHEET IL-2 MATCH LINE - STA: 28+50 SEE SHEET IL-4 MATCH LINE - STA: 24+75 SEE ABOVE EX UP EX UP EX LP EX UP EX LP EX UP EX UP W Hayes St W Hayes St Cozy Way JB 2A 3 LP 6 LED LED RX LED LED EX LED PE ---PAGE BREAK--- OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WM WM WM WM WM WM WM WM WM WM WM OHW OHW OHW 30+00 30+30 29+00 30+00 31+00 32+00 33+ OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW WM WM WM WM WM WM 49+80 50+00 40+00 40+30 +00 34+00 35+00 36+00 37+00 38+00 2+00 3+00 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IL-4 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Illumination-24512.dwg Plot Stamp: 5/27/2022 11:39:39 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ILLUMINATION PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 33+00 SEE BELOW MATCH LINE - STA: 28+50 SEE SHEET IL-3 MATCH LINE - STA: 38+50 SEE SHEET IL-5 MATCH LINE - STA: 33+00 SEE ABOVE EX UP W Hayes St Smith Dr W Hayes St Leasure St Hall St EX UP EX UP JB 2A PE LP 7 EX UP LED EX UP LED EX UP LED EX UP LED LED LED ---PAGE BREAK--- OHW 5+00 6+00 7+00 8+00 39+00 39+40 4+00 4+04 2+16 3+00 4+00 J u l y 8 , 2 0 0 8 F R E D S . W I S M E R J R . 74207PE EXPIRES: 06/30/24 OREGON E N G I N E E R R E G I S T E R E D P R O F E S S I O N A L # DATE REVISION APP'D W. Hayes Street Improvements Cascade Avenue to Settlemier Avenue IL-5 2015-001-20 File: H:\24\24512 - W. Hayes Street\design\_CD\CD-Illumination-24512.dwg Plot Stamp: 5/27/2022 11:39:45 AM - Fred Wismer Checked: FSW Designed: NRS/JBK Drawn: JCB/RMM PROJECT NO. SHEET NO. Submission Date: 03/07/2022 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST 0 05/25/22 ISSUE FOR CONSTRUCTION FSW ILLUMINATION PLAN 0 20 10 20 Scale: 1" = 20' MATCH LINE - STA: 4+50 SEE ABOVE EX UP EX UP EX UP EX UP EX UP N Settlemier Ave W Hayes St W Hayes St MATCH LINE - STA: 4+50 SEE BELOW EX UP EX UP N Settlemier Ave Garfield St MATCH LINE - STA: 38+50 SEE SHEET IL-4 TS 1 TS 3 RX LED EX UP EX LED