Loading...
HomeMy WebLinkAboutWTR2703344_3BID TAB Page 1 Project Title: iWater Line Relocation for Realignment of Benson Road and 1-405 Overpass City of Renton BID DATE: 4/20/04 2:30 PDT I IEngineers Estimate Item Description Unit Est. Qty. Unit Price Bid Amount No. _ 001 Mobilization & Demobilization Lump Sum 1 $65,000.00 $10,000.00 $7,500.00 $5,000.00 $2,500.00 $1,000.00 $250.00 $300.00 $4,000.00 $3,000.00 $3,000.00 $10,000.00 $7,000.00 $7,000.00 $10,000.00 $12,000.00 $7,000.00 $25.00 $30.00 $25.00 $3,000.00 $125.00 $130.00 $200.00 $3,000.00 $70.00 $30.00 $5,000.00 $8,000.00 $7,000.00 $65,000.00 002 Trench Excavation Safety Systems Lump Sum 1 $10,000.00 003 Construction Surveying, Staking, & As-Builts Lump Sum 1 $7,500.00 004 Traffic Control Lump Sum 1 $5,000.00 005 Temporary Erosion/Sedimentation Controls Lump Sum 1 $2,500.00 006 Landscape Restoration Lump Sum 1 $1,000.00 007 16-Inch DIP, CI.52 & Fittings (Push -On, Polywraped) Linear Foot 1,907 $476,750.00 008 Megalug Restraint Harness for Push -On Pipe (16", w/ Megalugs) Each 20 $6,000.00 009 16-Inch Gate Valve Assembly Each 4 $16,000.00 010 12-Inch Gate Valve Assembly Each 5 $15,000.00 011 Fire Hydrant Assembly 012 Connection to Existing Water Main - Benson Rd. 013 Connection to Existing Water Main - NE Corner Sam's Club 014 Connection to Existing Water Main - S Corner Sam's Club 015 Connection to Existing Water Main - SR 515 (Talbot Rd.) 016 Steel Encasement for Crossing Existing 54" Culvert (SR-515) 017 Steel Encasement for Crossing Future 1-405 Retaining Wall Each 3 $9,000.00 Lump Sum 1 $10,000.00 Lump Sum 1 $7,000.00 Lump Sum 1 $7,000.00 Lump Sum 1 $10,000.00 Lump Sum 1 $12,000.00 Lump Sum 1 $7,000.00 018 Select Imported Select Trench Backfill Ton 1,520 $38,000.00 019 Removal & Replacement of Unsuitable Foundation Material Ton 100 $3,000.00 020 Crushed Surfacing Top Course & Crushed Rock Backfill Ton 400 $10,000.00 021 Reinforced CDF Trench Cut -Off Walls Lump Sum 1 $3,000.00 022 Asphalt Concrete (Temp. & Perm.) for Trench Patching Cl 1/2" PG-70 Ton 800 $100,000.00 023 2" Deep Asphalt Overlay Class 1/2" PG-70 Ton 200 $26,000.00 024 Concrete for Thrust Blocks & Dead -man Anchor Blocks Cubic Yd. 25 $5,000.00 025 Replace Pavement Markings and Traffic Buttons Lump Sum 1 $3,000.00 026 Removal & Replacement of Concrete Sidewalk Sq. Yard 40 $2,800.00 027 Removal & Replacement of Concrete Curb & Gutter Linear Foot 50 $1,500.00 028 Traffic Loops Sensor Replacement Lump Sum 1 $5,000.00 029 Culvert Repair Contingency Lump Sum Lump Sum 1 1 $8,000.00 $7,000.00 030 SR 515 Stormwater Improvements Subtotal $879,050.00 Tax $78,235.45 Total $957,285.45 7/17/2007 Water Line Relocate Benson Road and 1-405 Overpass Engineer's Opinion of Probable Cost Item No. Estimated Quantity_ Unit Description and Unit Price (In Words) Unit Price Total Ammount 1 1 LS Mobilization and Demobilization $ 65,000.00 $ 65,000.00 2 1 LS Trench Excavation Safety Systems $ 20,400.00 $ 20,400.00 3 1 LS Construction Surveying, Staking, and As-Builts $ 5,000.00 $ 5,000.00 4 1 LS Temporary Erosion/Sedimentation Controls $ 7,412.50 $ 7,410.00 5 1 LS Traffic Control $ 3,000.00 $ 3,000.00 6 1 LS Existing CMP Culvert Crossing $ 12,000.00 $ 12,000.00 6a 1 LS Existing Culvert Repair Contingency (LS) $ 7,500.00 $ 7,500.00 6b 1 LS Benson Road Future 1-405 Retaining Wall Casing Installation (LS) $ 6,500.00 $ 6,500.00 7 1900 LF Class 52, 16 Inch, DI - Push -on Water Pipe with Poly -Wrap, and Appurtenances Complete $ 245.94 $ 467,280.00 7a 80 LF Class 52, 16 Inch, DI - Restrained Joint Water Pipe with Poly -Wrap, and Appurtenances $ 105.00 $ 8,400.00 7b 60 LF Class 52, 6 Inch, Ductile Iron Push -On Water Pipe with Poly -Wrap, Complete $ 55.00 $ 3,300.00 8 7 EA Gate Valve Assembly, 16 Inch $ 3,800.00 $ 26,600.00 8a 5 EA Gate Valve Assembly, 12 Inch $ 1,250.00 $ 6,250.00 8b 3 EA Gate Valve Assembly, 6 Inch $ 1,000.00 $ 3,000.00 9 3 EA Fire Hydrant Assemblies $ 3,500.00 $ 10,500.00 10 4 EA Connection to Existing Water Mains $ 2,000.00 $ 8,000.00 11 20 CY Concrete For Thrust Blocking, Dead -Man Anchor Blocks $ 250.00 $ 5,000.00 12 900 TON Removal of Unsuitable and Excess Spoils Material $ 25.00 $ 22,500.00 13 1100 TON Select Imported Trench Backfill, 9-03.14(2) $ 22.00 $ 24,200.00 13a 850 TON Gravel backfill for Pipe Zone Bedding, 9-03.12(3) $ 18.00 $ 15,300.00 14 50 TON Crushed Surfacing Base Course (CSBC) $ 22.00 $ 1,100.00 14a 280 TON Crushed Surfacing Top Course (CSTC) $ 25.00 $ 7,000.00 15 75 TON Temporary Asphalt Patch 1/2 Inch PG 70 Asphalt Pavement Repair $ 150.00 $ 11,250.00 16 450 TON Asphalt Concrete Paving Class '1/2 Inch PG70' $ 125.00 $ 56,250.00 17 1 LS Restore Traffic Detection Loop System $ 5,000.00 $ 5,000.00 18 1 LS Restore, Replace Lane Channelization, Crosswalks, Stripping, and All Temporary and $ 3,500.00 $ 3,500.00 Miscellaneous Pavement Markings 19 20 SY Remove and Replace Sidewalk and Driveway $ 70.00 $ 1,400.00 20 1 LS Remove and Restore In Kind Curbing, Lawn, Landscaping $ 1,000.00 $ 1,000.00 21 1 LS Excavation Dewatering $ 1,500.00 $ 1,500.00 22 1 1 1 LS ISR 515 Storm Water Drainage Modification $ 5,500.00 $ 5,500.00 Subtotal 1 - 21 $ 820,640.00 Sales Tax (8.33% on subtotal) $ 74,570.00 Total Bid Price $ 895,210.00 4/11 /2007 Water Line Relocation Benson Road 1-405 Overpass Summary - Engineer's Opinion of Probable Cost Estimate Date 10-Apr-06 DIVISION 1 - GENERAL REQUIREMENTS $ 81,000.00 DIVISION 2 - EARTHWORK $ 45,120.00 DIVISION 3 - QUARRY PIT AND STOCKPILING $ - DIVISION 4 - BASES $ 8,280.00 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS $ 86,334.00 DIVISION 6 - STRUCTURES $ - DIVISION 7 - DRAINAGE, STORM, SEWER, WATER $ 383,080.00 DIVISION 8 - MISCELLANEOUS CONSTRUCTION $ 21,962.50 DIVISION 9 - MATERIALS $ - Subtotal Direct Construction Cost $ 625,776.50 Sub -Total Direct Construction Costs $625,777.00 Contractor's Field Overhead @ 8% $50,062.00 Contractor's Fee @ _15_% (Office Ovhd and Profit) $93,867.00 Sub -Total $769,706.00 Contractor Bonds and Insurance @ 2% $0.00 Sub -Total $769,706.00 Contingency @ 5% $38,485.00 Sales Tax Estimate @ _8.33_ % $67,322.00 Total Current Construction Estimate $875,513.00 Escalation to Mid -Point of Construction $19,699.00 Forecast Construction Estimate at Bid $895,212.00 0 $0.00 Escalation ENR 20 City Cost Index @ Time-Of-Estmate 8611.76 Date of Estimate Sept, 2006 Date of Nearest Index 9/5/2006 Bid Date 5/1/2007 Notice to Proceed 5/15/2007 Estimated Construction Start Date 6/1/2007 Estimated Construction Time (low/high working days) 45/120 Scheduled Substantial Completion Date 10/15/2007 Scheduled Final Completion Date 12/31/2007 Months from Estimate to Mid Point of Construction 6 Previous 12 Months Escalation 4.50% Escalation from Estimate to Mid Point of Construction 2.25% Notes: 1 Dec estimate O&P, GC's, revised to be additive, not compounded. 2 Bonds and insurance removed & considered to be covered in GC's 3 Sept 06 estimate included a 5% contingency ($832K) 4 ENR index increased to offset bid timing uncertainties Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 1 of 1 1 5 3 1 405 / Benson Rd Water Main Relocation g Proiect Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% SPEC SECTION AND DESCRIPTION DIVISION 1 - GENERAL REQUIREMENTS Contractor's Field General Conditions Bid Bond Insurance Permitting Engineer's Trailer Safety Securit TESC 11'Janagement and oversight iTesting and commissioning Punch list P,',,OBILIZATION TEMiiPORARY TRAFFIC CONTROL OTHER FIELD OVERHEAD (Not incl in GC's Off site storage and staging Special Testing Surveying Geotechnical Dewaterin Consultants Legal Other COST QTY REFERENCE WSDOT Link 1 1 1 1 1 1 1 1 1 1-09.7 1 1-10.5 1 Sales Tax % 8.33% Project Zip Code 98055 Wages Union UNITS MATERIAL LABOR EQUIP UNIT COST UNIT COST HDR Proj: 41598 File: 12.03_Cost Estimates Date: 4/10/2006 Version: V3.0 - Bid Ready Submittal EXTENSION TOTAL DIRECT COST LS LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ - In Field GC's LS $ - $ - $ - $ 65.000.00 $ LS 1 $ - $ - $ - $ 3.000.001 $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ 1 LS $ - $ - $ - $ Div 1 65.000.00 3,000.00 6,500.00 5,000.00 1,500.00 81,000.00 DIVISION 2 - EARTHWORK CLEARING AND GRUBBING 2-01.5 0 AC Clearing - other misc 0 AC $ - $ - $ - $ - $ - Demo Trees/stumps 0 LS $ - $ - $ - $ - $ - Demo and salvage gaurdrall 1 LS $ - $ - $ - $ 750.00 $ 750.00 Demo & salvage existing slope drains stem 1 LS $ - $ - $ - $ 500.00 $ 500.00 Demo existing above grade structures 0 LS $ - $ - $ - $ - $ - Demo existing below grade structures 0 LS $ - $ - $ - $ - $ - Saw cut 4300 LF $ - $ - $ - $ 1.10 $ 4,730.00 Demo Asphalt paving 120 1960 SY $ - $ - $ - $ 8.00 $ 15,680.00 Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 1 of 8 19 12 12 1 405 / Benson Rd Water Main Relocation Prniect Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% C Sales Tax % 8.33% Project Zip Code 98055 Wages Union HDR Proj: 41598 File: 12.03 Cost Estimates Date: 4/10/2006 Version: V3.0 - Bid Readv Submittal CONSTRUCTION GEOTEXTILE UIV L 4. .p -r.JI ILv.vv DIVISION 3 - QUARRY PIT AND STOCKPILING PREP FOR PRODUCTION Clear and Grub 2-01.5 0 AC $ - $ - $ - $ - $ - PREP STOCKPILING AREA 2-01.5 0 AC $ - $ - $ - $ - $ - SITE RECLAMATION 3-03.5 0 LS $ - $ - $ - $ - $ - DIVISION 4 - BASES GRAVEL BASE - 9-03.10 BALLAST AND CRUSHED SURFACING Ballast - 9-03.9 1 Shoulder Ballast 9-03.9 2 14b Crushed Surfacing Top Course 9-03.9 3 14a Crushed Surfacing Base Course 9-03.9 3 Maintenance Rock 9-03.9 4 ASPHALT TREATED BASE 4-02.5 0 CY $ - $ - UIV J $ - yi ' - $ - $ - 4-04.5 0 CY 10 TON $ - $ - $ - $ 18.00 $ 180.00 0 TON $ - $ - $ - $ - $ - 5120 280 TON $ - $ - $ - $ 25.00 $ 7,000.00 5100 50 TON $ - $ - $ - $ 22.00 $ 1,100.00 0 TON $ - $ -1 $ - $ - $ - 4-06.5 0 TON $ - $ - $ - $ - $ - Div 4 E $ 85280.00 Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 2 of 8 16 15 1 405 / Benson Rd Water Main Relocation Proiect Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% SPEC SECTION AND DESCRIPTION DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS COST REFERENCE WSDOT Link QTY UNITS Sales Tax % 8.33% HDR Proj: 41598 File: 12.03_Cost Estimates Date: 4/10/2006 Version: V3.0 - Bid Ready Submittal EXTENSION TOTAL DIRECT COST Project Zip Code 98055 Wages Union I MATERIAL LABOR EQUIP UNIT COST UNIT COST $ - $ - $ - $ - $ - CEMENT CONCRETE PAVEMENT REHAB 5-01.5 0 - BITUMINOUS SURFACE TREATMENT 5-02.5 0 Cy Bit Surface Treatment, Class A - E 5-02.3 3 0 TON $ - $ - $ - $ - $ - HOT MIX ASPHALT HMA 5-04.3 9 estimate at 2.05 TON/CY 5-04.5 0 TON Hot Mix Asphalt Class 1 /2", PG 70 9-03.8(2) and 9-02.1 4 A 5767 450 TON $ - $ - $ - $ 125.00 $ 56,250.00 HMA for Approach - Class PG 9-03.8 2 and 9-02.1 4 A 5873 0 TON $ - $ - $ - $ - $ - HMA for Prelevelinq - Class PG 9-03.8 2 and 9-02.1 4 A 5739 15 TON $ - $ - $ - $ 150.00 $ 2.250.00 HMA for Pavement Repair - Class , PG , 9-03.8(2), 9-02.1 4 5739 75 TON $ - $ - $ - $ 150.00 $ 11,250.00 Commercial HMA - Class PG 9-03.8 2 and 9-02.1 4 A 5875 0 TON $ - $ - $ - $ - $ - Prep Untreated Roadway, 5-04.3(5)B 0 MILE 3 - $ - $ - $ - 3 - Crack Sealing, Force Account 1-09.6 0 LS $ - S - $ - $ - $ - Soil Residual Herbicide, 5-04.3(5)D 0 SY $ - $ - $ - $ - $ - Pavement Repair Excavation Ind Haul 5-04.3E 0 SY $ - $ - $ - $ -S,- Asphalt for Prime Coat, 5-04.3 5 B 0 TON $ - $ - $ - $ - $ - Prime Coat for Aggregate 0 TON $ - $ - $ - $ - $ - Asphalt for Fog Seal 0 TON $ - $ - $ - $ - $ - Longitudinal Joint Seal, 5-04.3 11 6514 2520 LF $ - $ - $ - $ 2.20 $ 5,544,00 Planing Bituminous Pavement, 5-04.3 14 5711 480 SY $ - $ - $ - $ 23.00 $ 11,040.00 Value Adjustment for Quality of HMA 5-04.5(1)A 0 LS $ - $ - $ - $ - $ - CEMENT CONCRETE PAVEMENT 5-05.5 0 Cy $ - $ - $ - $ - $ - 0. nn 1%1% w nn LA V a Y,I .p uV9%J%J T.V V DIVISION 6 - STRUCTURES ---- CONCRETE STRUCTURES _ 6-02.5 0 LS $ - $- STEEL STRUCTURES 6-03.5 0 LS $ - $ - $ - $ - $ - TIMBER STRUCTURES 6-04.5 0 LS $ - $ - $ - $ - $ - PILING 6-05.5 0 LS $ - $ - $ - $ - $ - BRIDGE RAILINGS 6-06.5 0 LS $ - $ - $ - $ - $ - PAINTING 6-07.5 0 LS $ - $ - $ - $ - $ - WATERPROOFING 6-08.5 0 LS $ - $ - $ - $ - $ - MODIFIED CONCRETE OVERLAYS 6-09.5 0 LS S - $ - $ - $ - $ - CONCRETE BARRIER 6-10.5 0 LS $ - $ - $ - $ - $ - PRECAST WALL SYSTEMS 6-11.5 0 LS $ - $ - $ - $ - $ - Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 3 of 8 r 22 22 13E 13 2 7 7a 7b TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% Sales Tax % 8.33% HDR Proj: 41598' Project Zip Code 98055 File: 12.03_Cost Estimates; Wages Union Date: 4/1012006, 1/ercinn• V3 0 - Rid RPariv S ihmittni SPEC SECTION AND DESCRIPTION COST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COST COST WSDOT Link M', Li -p DIVISION 7 - DRAINAGE, STORM, SEWER, WATER DRAINS 7-02.5 0 LS $ - $ - $ - $ - $ - STRUCTURAL ARCH PIPE, UNDERPASS 7-03.5 o LS $ - $ - $ - $ - $ - STORM SEWERS 7-04.5 0 LS Catch Basin w/frame and rate WSDOT TYPE I, 1 EA $ - $ - $ - $ 2,500.00 $ 2,500.00 8" PVC 'PW - UltraRib' WSD - 5.12 2 25 LF $ - $ - $ - $ 120.00 $ 3,000.00 MANHOLES INLETS AND ATCH BASINS AND DRYWELLS 7-05.5 0 LS $ - $ - $ - $ - $ - CLEANING EXISTING DRANAGE SYSTEMS 7-07.5 0 LS $ - $ - $ - $ - $ - GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.5 0 LS Gravel Backfill for Foundation. 9-03.12(1) 40 TON S - S - $ - $ 12.00 $ 480.00 Gravel backfill for Pipe Zone Bedding, 9-03.12(3) 850 TON S - S - $ - $ 18.00 $ 15,300.00 Select trench backfill, 9-03.14 2 409 1100 TON S - $ - $ - $ 22.00 $ 24.200.00 Bank Run Gravel for backfill, 9-03.9 4 50 TON $ - $ - $ - $ 15.00 $ 750.00 CDF Backfill under roadway 20 CY $ - $ - $ - $ 75.00 $ 1,500.00 Shoring, 7-08.3 1 B 24000 SF $ - $ - $ - $ 0.85 $ 20,400.00 WATER MAINS 7-09.5 0 LS DI Water Pipe, AWWA C151, CL52, Cement Lined 16" Push -On 1900 LF $ - $ - $ - $ 85.00 $ 161,500.00 16" Restrained Joint 80 LF $ - $ - $ - $ 105.00 $ 8,400.00 6" Push -On 60 LF $ - $ - $ - $ 55.00 $ 3,300.00 FITTINGS, AWWA C110, Class 250 16x16 TEE MJ 1 EA $ - $ - $ - $ 3,000.00 $ 3,000.00 16x16 TEE MJxFL 1 EA $ - $ - $ - $ 3,000.00 $ 3,000.00 16x6 TEE MJxFL 3 EA $ - $ - $ - $ 2,200.00 $ 6,600.00 16" VERT CROSS FLxMJ 3 EA $ - $ - $ - $ 4,500.00 $ 13,500.00 16" SLEEVE MJ 7 EA $ - $ - $ - $ 800.00 $ 5,600.00 16" DI SPOOL PE 7 EA $ - $ - $ - $ 500.00 $ 3,500.00 12x16INCREASER MJ 1 EA $ - $ - $ - $ 1,000.00 $ 1,000.00 12x16INCREASER FLxMJ 1 EA $ - $ - $ - $ 1,000.00 $ 1,000.00 12x12 TEE FL 2 EA $ - $ - $ - $ 2,000.00 $ 4,000.00 12" SLEEVE MJ 4 EA $ - $ - $ - $ 800.00 $ 3,200.00 12" DI SPOOL (PE) 4 EA $ - $ - I $ - $ 500.00 $ 2.000.00 Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 4 of 8 1 405 / Benson Rd Water Main Relocation Project Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% SI 11 6 6A 6B 10 0 Sales Tax % 8.33% Project Zip Code 98055 Wages Union ` HDR Proj: 41598 File: 12.03_Cost Estimates "Date: 4/10/2006 Version: V3.0 - Bid Readv Submittal SEC SECTION AND DESCRIPTION COST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COST COST WSDOT Link CONC BLOCKING 20 CY $ - $ - $ - $ 250.00 $ 5,000.00 INSTALL CASING AT SR 515 STA 425+41.47 - 425+75.47 1 LS $ - $ - $ - $ 12,000.00 $ 12,000.00 EXISTING CULVERT REPAIR CONTINGENCY SR 515 STA 425+58.47 1 LS $ - $ - $ - $ 7,500.00 $ 7,500.00 INSTALL CASING AT BENSON ROAD - STA 1+57.58-1+82.58 1 LS $ - $ - $ - $ 6,500.00 $ 6,500.00 PT / FLUSH / BACT-T 2 EA $ - $ - $ - $ 5,000.00 $ 10,000.00 TIE-IN f4 EA $ - $ - $ - $ 2,000.00 $ 8,000.00 VACANT 7-10.5 0 LS $ - $ - $ - $ - $ - VACANT 7-11.5 0 LS $ - $ - $ - $ - $ - VALVES FOR WATER MAINS 7-12.5 0 LS VALVES, w/ Valve box, AWWA C509-Resiliant Seat, CL250 16" GV MJ 6 EA $ - $ - $ - $ 3,800.00 $ 22,800.00 16" GV FLxMJ 1 EA $ - $ - $ - $ 3,800.00 $ 3.800.00 12" GV FLxMJ 4 EA $ - $ - $ - $ 1,250.00 $ 5,000.00 12" GV (FL) 1 EA $ - $ - $ - $ 1,250.00 $ 1,250.00 6" GV FLxRJ 3 EA $ - $ - $ - $ 1,000.00 $ 3,000.00 HYDRANTS 7-14.5 0 LS HYRDANT ASSEMBLY, AWWA 502 3 EA $ - $ - $ - $ 3,500.00 $ 10,500.00 SERVICE CONNECTIONS 7-15.5 0 LS $ - $ - $ - $ - $ - SANITARY SEWERS 7-17.5 0 LS $ - $ - $ - $ - $ - SIDE SEWERS 7-18.5 0 LS $ - $ - $ - $ - $ - SEWER CLEAN -OUTS 7-19.5 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - $ - $ - $ - $ - 0 LS $ - i $ - $ - $ - $ - 0 LS $ - $ -1 $ -I $ - $ - .. Div? $ 383,080. 00 Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 5 of 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 20 Project Name: 9 1 405 / Benson Rd Water Main Relocation nson Road Wafer Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% Sales Tax % 8.33% Project Zip Code 98055 Wages Union HDR Proj: 41598' File: 12.03 Cost Estimates' Date: 4/10/2006'' Version: V3.0 - Bid Readv Submittal` SPEC SECTION AND DESCRIPTION COST QTY UNITS MATERIAL LABOR EQUIP EXTENSION TOTAL DIRECT REFERENCE UNIT COST UNIT COST COST WSDOT Link DIVISION 8 - MISCELLANEOUS CONSTRUCTION EROSION AND WATER POLLUTION CONTROL 8-01.5 0 LS Construction entrance 0 LS - $ - $ - $ - $ - Orange barrier fence 0 LF $ - $ - $ - $ - $ - Street Cleaning 1 LS $ - $ - $ - $ 1,500.00 $ 1,500.00 Detention ponds and appurtenances 0 LS $ - $ - $ - $ - $ - Temp Storage Baker Tanks 0 LS $ - $ - $ - $ - $ - Wheel wash 0 LS $ - $ - $ - $ - $ - Temp pumps / conveyance 1 LS $ - $ - $ - $ 1,000.00 $ 1,000.00 Silt Fence 250 LF $ - $ - $ - 3 4.75 $ 1,187.50 Ground cover 0 SY $ - $ - $ - $ - $ - Straw wattles 0 LF $ - $ - $ - $ Check dams 0 EA $ - $ - $ - $ - $ - Catch basin inserts 9 EA $ - $ - $ - $ 75.00 $ 675.00 Other: 0 LS $ - $ - $ - $ - $ - 1 Trench Dams 3 EA $ - $ - $ - $ 1,000.00 $ 3,000.00 2 0 LS $ - $ - $ - $ - $ - ROADSIDE RESTORATION 8-01.5 0 LS Hydro seeding 1 AC $ - $ - $ - $ 50.00 $ 50.00 Landscaping 1 LS $ - $ - $ - $ 1,000.00 $ 1,000.00 Fencing restoration 0 LF $ - $ - $ - $ - $ - Other 0 LS $ - $ - $ - $ - $ - IRRIGATION SYSTEMS 8-03.5 0 LS Irrigation controller 0 EA $ - $ - $ - $ - $ - Backflow device 0 EA $ - $ - $ - $ - $ - Piping 0 LF $ - $ - $ - $ - $ - Heads 0 EA $ - $ - $ - $ - $ - Flush, pressure test and tie-in 0 LS $ - $ - $ - $ - $ - CURB, GUTTER AND SPILLWAYS 8-04.5 0 LF $ - $ - $ - $ - $ - VACANT 8-05.51 0 LS $ - 1 $ - I $ -I $ -I $ - Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 1 405 / Benson Rd Water Main Relocation in 17 Project Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% Sales Tax % 8.33% HDR Proj: 41598 Project Zip Code 98055 File: 12.03_Cost Estimates Wages Union Date: 4/10/2006 Version: V3.0 - Bid Readv Submittal 3EC SECTION AND DESCRIPTION CEMENT CONCRETE DRIVEWAY ENTRANCE PRECAST TRAFFIC CURB AND BLOCK COST REFERENCE WSDOT Link 8-06.5 8-07.5 QTY 0 30 UNITS SY LF MATERIAL UNIT COST $ - $ - LABOR UNIT COST $ - $ - EQUIP $ - $ - EXTENSION $ - $ 20.00 TOTAL DIRECT COST $ - $ 600.00 RUMBLE STRIPS 8-08.5 0 MI $ - $ - $ - $ - $ - RAISED PAVEMENT MARKERS 8-09.5 2 PER 100 $ - $ - $ - $ 500.00 $ 1,000.00 GUIDE POSTS 8-10.5 0 EA $ - $ - $ - $ - $ - GUARDRAIL 8-11.5 30 LF $ - $ - $ - $ 45.00 $ 1,350.00 CHAIN LINK FENCE AND WIRE FENCE 8-12.5 0 LF $ - $ - $ - $ - $ - MONUMENT CASES 8-13.5 0 EA $ - $ - $ - $ - $ - CEMENT CONCRETE SIDEWALKS 8-14.5 20 SY $ - $ - $ - $ 55.00 $ 1,100.00 RIP -RAP 8-15.5 0 CY $ - $ - $ - $ - $ - CONCRETE SLOPE PROTECTION 8-16.5 0 SY $ - $ - $ - $ - $ - IMPACT ACTUATOR SYSTEMS 8-17.5 0 EA $ - S - $ - $ - $ - MAILBOX SUPPORT 8-18.5 1 0 EA $ - $ - $ - $ - $ - REDIRECT ZONAL LAND FORM 8-19.5 0 CY $ - 3 - $ - $ - $ - ILLUMINATION, TRAFFIC SIGNALIZATION _ _ , -�,� 8-20.5 1 LS $ - $ - $ - $ 5,000.00 $ 7,000.00 PERMANENT SIGNING 8-21.5 0 LS $ - $ - $ - $ - $ - PAVEMENT MARKING 8-22.5 1 LS $ - $ - $ - $ 2,500.00 $ 2,500.00 TEMPORARY PAVEMENT MARKINGS 8-23.5 0 LF $ - $ - $ - $ - $ - ROCK, GRAVITY BLOCK WALL, GABION CRIBBING 8-24.5 0 -- $ - $ - $ - $ - $ - GLARE SCREEN 8-25.5 0 LF $ - $ - $ - $ - $ - WIRE MESH SLOPE PROTECTION 8-29.5 0 SF $ - $ - $ - $ -is - A�►•t•l DIVISION 9 - MATERIALS LI �p 41,w4..Jv As required - not cover above $ - $ - $ - $ - $ - i •i MM Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 7 of 8 1 405 / Benson Rd Water Main Relocation Project Name: 1405 / Benson Road Water Line Relocation TIME MULTIPLIER SEE ENR 4.50% FIELD GENERAL CONDITIONS 8.00% Profit and Office Overhead Mark -Up 15.00% SPEC SECTION AND DESCRIPTION COST REFERENCE WSDOT Link QTY Sales Tax % 8.33% Project Zip Code 98055 Wages Union HDR Proj: Fife: Date: Version UNITS MATERIAL LABOR EQUIP EXTENSION UNIT COST UNIT COST Sub -Total Direct Construction Costs Contractor's Field Overhead @ 8% Contractor's Fee @ 15 % (Office Ovhd and Profit Sub -Total Contractor Bonds and Insurance @ 2% Sub -Total Contingency @ 5% Stiles Tax Estimate (a) 8.33 % 41598 12.03_Cost Estimates 4/10/2006 V3.0 - Bid Ready Submittal TOTAL DIRECT COST $625J77.00 $50,062.00 $93,867.00 $769,706.00 $0.00 $769,706.00 $38,485.00 $67,322.00 Total Current Construction Estimate $8755513.00 Escala+ion to Mid -Point of Construction $19,699.00 Forecast Construction Estimate at Bid 1 $895,212.001 Escalation ENR 20 City Cost Index g Time -Of Estmate 8611.76 Date of Estimate Sept, 2006 Date of Nearest Index 9/5/2006 Bid Date 5/1 /2007 Notice to Proceed 5/15/2007 Estimated Construction Start Date 6/1/2007 Estimated Construction Time (low,diigli working days) 45/120 Scheduled Substantial Completion Date 10/15/2007 Scheduled Final Completion Date 12/31/2007 Months from Estimate to N11d Point of Construction 6 Previous 12 Months Escalation 4.50% Escalation From Estimate to Mid Point of Construction 2.250/o Benson Rd Cost estimate WSDOT V3.0 4-10-07.xls 8 of 8 pr r a- a cc N N n 0 N O n c 0 C 3 0 O 0 0 00 rn 0 LO E C �Q n >Q a MOUNT VERNON N 20 11 3 PORT 5 9 92 ANGELES �J 52 10 EVERETT 9 05 0 0 PROJECT ' S EATTLE 90 VICINITY �ENTON BREMERTON 109 0 18 106 SHELTON 1 30 O � 169 164 O 41 106 5 TACOMA ABERDEEN so 07 OLYMPIA 1 7 70 1s 12 50 ,o CENTRALIA 06 PROJECT LOCATION Contract Drawings For City of Renton Water Line Relocation for Realignment of Benson Road and 1-405 Over Pass City of Renton Project No. WTR-27-3344 HDR Project No. 00000000041598 Renton, Washington SUMMER 2007 fOR HDR Engineering, Inc. U 1 1 2 DRAWING INDEX I KEY MAP 3 4 C ca 0_ 0 v, 0 C) N 0 a 3 v 0 C7 0 0 00 rn u7 3t to 00 rn 0 u� D) E 49 . W y a a DOG-00 COVER SHEET DOG-01 DRAWING INDEX, KEY MAP AND HORIZONTAL CONTROL OOG-02 LEGEND AND SYMBOLS OOG-03 ABBREVIATIONS OOG-04 GENERAL NOTES O1C-01 PLAN AND PROFILE PIPE STA 10+00 TO PIPE STA 14+00 01C-02 PLAN AND PROFILE PIPE STA 14+00 TO SR 515 STA 426+15 01C-03 PLAN AND PROFILE SR 151 STA 426+15 TO SR 515 STA 421+00 OIC-04 PLAN AND PROFILE SR 515 STA 421+00 TO SR 515 STA 416+23.4 01C-05 PLAN AND PROFILE STA 1+00 TO STA 2+42 O1C-06 PLAN AND PROFILE STORM DRAIN REVISION 01C-07 CONNECTION DETAILS 01C-08 SPECIAL CROSSING DETAILS 01C-09 TRENCH BACKFILL AND PAVEMENT RESTORATION r 02C-01 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 02C-02 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 02C-03 TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS 03C-01 TRAFFIC CONTROL SIGN SPECIFICATIONS AND NOTES I 03C-02 GENERIC TRAFFIC CONTROL PLAN — LANE SHIFT 0 1405 SAMS CLUB \ 9FHSpH o/ Rp \0\ O/ HORIZONTAL CONTROL DATA POINT IDENTIFICATION DESCRIPTION NORTHING EASTING ELEV 1 WSDOT CP GP17405 65 1-405 / OLD BENSON HWY BRIDGE, NORTH ABUTMENT, IN SIDEWALK. 174197.296 1300746.979 111.94 2 RENTON MON ID# 659 PI AT SR 515 STA 410+23.66 = STA 10-00 PUGET DRIVE 173222.610 1300447.885 85.48 3 WSDOT ID#IS17128 PC ON SR 515 - STA 410+54.98 173253.640 1300444243 93.36 4 ASSUMED COORDINATES - EXISTING MIC POT ON SR 515 - STA 421+32.12 = STA 10+00 RENTON VILLAGE PL 174329.53 1300455.50 32.52 5 ASSUMED COORDINATES - EXISTING MIC PC ON STA 427+33.62 SR 515 = STA 10+00 PT "A' 174930.38 1300483.45 32.50 A ASSUMED REFERENCE ALIGNMENT PT "A" STA 10+00.00 = PC @ SR 515 - STA 427+33.62 174930.38 1300483.45 32.50 B ASSUMED REFERENCE ALIGNMENT CONTRACTOR TO ESTABLISH PK NAIL 175336.39 1300953.32 38.48 C ASSUMED REFERENCE ALIGNMENT CONTRACTOR TO ESTABLISH PK NAIL 175698.54 1301231.47 38.60 D ASSUMED REFERENCE ALIGNMENT STA 1+94.78 VERIFY (OR RE-ESTABLISH) EXISTING HUB 8 TAG 175686.23 1301325.44 55,81 NOTE USE POINTS 1 THROUGH 3 FOR PROJECT CONTROL 7405/ WSDOT CONTROL \\ \ 0 2 PT GP17405-6507 / O Y FOUND MONUMENT IN CASE POT SR �S 51=STA RENTON I \1 STA 10+0O RENTON VILLAGE Oq ZD \ / V) SR 515 01 C-03 a 0WS00T CONTROL ~ 01 C-04 \ 0 PT 1517128 5 A FOUND MONUMENT IN 2OCITY OF RENTON CASE SR 515 STA 427+33.62 _ CONTROL PT 659 0 I or PROJECT MANAGER J. EAST DRAWN K. SCOTT 4FRo1 C. WATER LINE REALIGNMENT DESIGNED J. EAST ,�y BENSON ROAD AND 1-405 OVERPASS CHECKED G. PIERSON CITY OF RENTON DRAWING INDEX, KEY MAP ,�_T AND HORIZONTAL CONTROL HDRE�ph.+rlry 13 NTo Planning/Building/Public Works Dept. NA 0 1" 2• FILENAME OOG—Ot.dw9 SHEET E11'IPES: UIn1/ ISSUE DATE DESCRIPTION PROJECT NUMBER - SCALE 1•=100• OOG-0 1 C B A 1 CIVIL SYMBOLOGY 3 EXISTING CIVIL SYMBOLOGY 4 GENERAL SYMBOLOGY d C 00 v, v v 1` 0 N r 0 EL 01 -30 0 0 O rn to 0 LO of a a SYMBOL OR LINETYPE DESCRIPTION za HORIZONTAL CONTROL LOCATION AND CALLOUT B-101 SOIL BORING T -101 SOIL TEST PIT ® UTILITY POT HOLE 75.8 SURFACE SPOT ELEVATION DIRECTION OF SURFACE RUNOFF - - �- - ->- - - DITCH OR STREAM CENTERLINE DITCH BOUNDARIES CUT SLOPE FILL SLOPE j CULVERT INLET PROTECTION CONSTRUCTION ENTRANCE - - - - - - PERMANENT EASEMENT - - - - - - - - - - - TEMPORARY OR CONSTRUCTION EASEMENT OR CLEARING LIMITS ---------- PROPERTY LINES ---------- RIGHT OF WAY LINES - RIGHT OF WAY CENTERLINE - _SF _ _sr - SILT FENCE + BARBED WIRE FENCE -->�-w-�— WOOD FENCE PCF PLASTIC CONSTRUCTION FENCE ro PIPE SLOPE DRAIN - u '- STRAW MULCHING Is INTERCEPTOR DIKE AND/OR SCALE 100 YEAR FLOOD BOUNDARY - - - - - - PROFILE EXISTING GRADE SURFACE PROFILE FINAL GRADE SURFACE 20 MAJOR CONTOURS AND LABELS MINOR CONTOURS ^/ WETLAND BOUNDARY AND HATCHING \ � - - - - - - WETLAND BUFFER --- --- --- --- - ORDINARY HIGH WATER ., STREAM BUFFER VEGETATION SHRUBS AND BUSHES CONIFER TREE 0 DECIDUOUS TREE 11 11 1 1 1 1 RAILROAD 0 PUMP HDR Enplrn+rlrq. Yc. O MH 29 O MH 14 O 175+00 FAI DATE I DESCRIPTION WETLAND MIX A WETLAND MIX B WETLAND MIX C (LAWN) EROSION CONTROL BLANKET OR MAT CONCRETE GRAVEL, DRAIN ROCK OR AGGREGATE BASE PAVEMENT RESTORATION: TEMPORARY PAVEMENT PATCH PERMANENT PAVEMENT PATCH CONCRETE OVERLAY ASPHALT OVERLAY SANITARY SEWER MANHOLE SANITARY SEWER PIPELINE STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN CATCH BASIN INSERT STORM DRAIN CULVERT STORM DRAIN PIPELINE WATER PIPE CENTERLINE WATER PIPE STATIONING AND TICKS WATER PIPE SINGLE LINE WATER PIPE DOUBLE LINE AIR RELEASE STATION (AR) BLOW -OFF STATION AIR VACUUM AIR RELEASE STATION (AVAR) ISOLATION VALVE TRENCH PLUGS CUT OFF WALL BLIND FLANGE BUTTERFLY VALVE CHECK VALVE GATE VALVE PLUG VALVE CHECK DAM TEMPORARY SEDIMENT TRAP LEVEL SPREADER ACCESS MANHOLE ACCESS & VAULT CHAMBER CATHODIC PROTECTION TEST STATION CHANGE IN PIPING MATERIAL TRENCH BACKFILL AND SURFACE RESTORATION CODE (IN PROFILE), SEE SHEET XXX CONSTRUCTION WORK RESTRICTIONS DESCRIPTION SYMBOL DESCRIPTION MONUMENT GATE POST MONUMENT IN CASE - _ CONIFEROUS TREE REBAR & CAP DECIDUOUS TREE SCRIBED "X" TEST HOLE (WITH FIELD IDENTIFIER) PK NAIL YARD LIGHT OR LUMINAIRE W/ NO MAST CALCULATED POINT GRATE INLET METAL SIGN POST CORRUGATED POLYETHYLENE PIPE WOOD SIGN POST REINFORCED CONCRETE PIPE SANITARY SEWER MANHOLE CAST IRON PIPE -- STORM DRAIN MANHOLE CORRUGATED METAL PIPE CATCH BASIN DUCTILE IRON PIPE WATER MANHOLE WATER VALVE FIRE HYDRANT WATER METER - SPRINKLER HEAD WATER IRRIGATION BOX GAS VALVE - TRAFFIC JUNCTION BOX ELECTRICAL JUNCTION BOX POWER METER LINETYPE DESCRIPTION • TELECOMMUNICATION JUNCTION BOX GENERIC GAS LINE - CABLE TV JUNCTION BOX HIGH PRESSURE GAS .. JUNCTION BOX .. LOW PRESSURE GAS _ TELECOMMUNICATION RISER - INTERMEDIATE PRESSURE GAS . UTILITY POLE _ - _ IRRIGATION UTILITY POLE W/ CONDUITS STORM DRAIN - TO UNDERGROUND SANITARY SEWER GUY ANCHOR SS FORCEMAIN - GUY POLE -- GENERIC WATER LINE PEDESTRIAN SIGNAL HEAD UNDERGROUND POWER PEDESTRIAN SIGNAL BUTTON UNDERGROUND FIBER OPTIC _ TRAFFIC SIGNAL POLE UNDERGROUND TELEPHON- " - W/ LUMINAIRE LUMINAIRE (SINGLE - UNDERGROUND TELEVISION FIXTURE) _ OVERHEAD ELECTRIC LUMINAIRE (SINGLE OVERHEAD FIBER OPTIC FIXTURE) W/ CONDUITS TO _ OVERHEAD TELEPHONE UNDERGROUND OVERHEAD TELEVISION .. MONITORING WELL DATUM HORIZONTAL DATUM: NAD '83/91, WASHINGTON STATE PLANE. NORTH ZONE VERTICAL DATUM: NAVD 88 PROJECT MANAGER J. EAST DRAWN K. SCOTT DESIGNED J. EAST CHECKED G. PIERSON PROJECT NUMB R - �S EFL s,o EXPIRES- m/11/ N DRAWING SERIES DESIGNATIONS 00 GENERAL ARROW INDICATES 01 PLAN AND PROFILE DIRECTION OF 02 ESC AND RESTORATION PLAN PLAN NORTH 03 TRAFFIC CONTROL 1/4, _ 1._0" SECTION LETTER FLAG INDICATES DIRECTION X OF SECTION CUT X Y.X __ • DRAWING WHERE SECTION VIEW IS LOCATED SECTION CUT MARKER SECTION LETTER SECTION • DRAWING WHERE SECTION VIEW IS FIRST CUT DETAIL NUMBER XXX + DRAWING WHERE DETAIL IS LOCATED DETAIL MARKER DETAIL NUMBFR — D ETAI L �1 J = 1'-0„ REPRESENTATIVE LOCATION OF DETAIL DETAIL NUMBER DETAIL X = 1 -0 02515X01 SPECIFICATION SECTION AND DETAIL NUMBER REPRESENTATIVE LOCATION OF DETAIL " IF CALLOUT AND DETAIL ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS REPLACED BY A LINE (-). DESCRIPTION PRE -CAST MANHOLE 02515X01 SPECIFICATION SECTION AND DETAIL NUMBER STANDARD DETAIL MARKER ELEVATION IDENTIFICATION ELEVATION LETTER x 3" = 1'-0" XXX " DRAWING WHERE POINT OF VIEW MARKER CAN BE FOUND " CALLOUT AND ELEVATION ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS REPLACED BY A LINE (-). ELEVATION LETTER ARROW INDICATES X POINT OF VIEW xx • DRAWING WHERE ELEVATION IS LOCATED SINGLE ELEVATION OR PHOTO MARKER DRAWING DISCIPLINE ABBREVIATIONS G GENERAL C CIVIL 1. THIS IS A STANDARD DRAWING SHOWING COMMON SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 2. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAGE. WATER LINE REALIGNMENT G� BENSON ROAD AND 1-405 OVERPASS ®CITY OF R E 1V T 0 N ' LEGEND AND SYMBOLS Nzo Planning/Building/Public Works Dept. p I • - FILENAME OOG-02.dwg SHEET r� ` SCALE NONE OOG-O2 2 3 4 A/E ARCHITECT/ENGINEER A AMP AB ANCHOR BOLT ABC AGGREGATE BASE COURSE ABAN ABANDON AC ALTERNATING CURRENT ACK ACKNOWLEDGE ACP ASPHALTIC CONCRETE PAVEMENT ADDL ADDITIONAL ADH ADHESIVE ADJ ADJUSTABLE, ADJACENT AFF ABOVE FINISH FLOOR AEG ABOVE FINISH GRADE AGGR AGGREGATE AI AREA INLET ALIG ALIGNMENT ALUM ALUMINUM ALT ALTERNATE, ALTITUDE AMB AMBIENT ANC ANCHOR AP ANGLE POINT APRX APPROXIMATE APVD APPROVED ARCH ARCHITECTURAL ASSY ASSEMBLY ATM ATMOSPHERE AUTO AUTOMATIC AUX AUXILIARY AVE AVENUE AVG AVERAGE AWG AMERICAN WIRE GAGE B/B BACK TO BACK BAL BALANCE BC BASE CABINET, BOTTOM CHORD, BOLT CENTER, BOLT CIRCLE BD BOARD BE BOTH ENDS, BELL END BE BOTH FACES. BOTTOM FACE. BLIND FLANGE, BOARD FEET BEV BUTTERFLY VALVE BITUM BITUMINOUS BKG BACKING BE BASE LINE BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BENCHMARK, BEAM BO BLOWOFF BOC BACK OF CURB BOP BOTTOM OF PIPE BOT BOTTOM BOU BOTTOM OF UNIT SP BASE PLATE BRG BEARING BRGP BEARING PLATE BRKT BRACKET BS BOTH SIDES BTU BRITISH THERMAL UNIT BTW BETWEEN BTWLD BUTT WELD BU BELL UP, BUILT UP BV BALL VALVE BW BOTH WAYS BYP BYPASS C TO C CENTER TO CENTER C&G CURB & GUTTER C CHANNEL SHAPE, CENTIGRADE, CONDUIT, CIVIL (DRAWING DISCIPLINE) CAP CAPACITY CAT CATALOG CAV CAVITY CB CATCH BASIN CCB CONCRETE BLOCK CCW COUNTER CLOCKWISE CDF CONTROLLED DENSITY FILL CE CONCRETE EDGE CF CUBIC FEET (FOOT) CHFR CHAMFER CHO CHORD CHH COMMUNICATION HANDHOLE Cl CURB INLET, CAST IRON CIP CAST —IN —PLACE CIPB CONCRETE INTERLOCKING PAVER BALLAST CIRC CIRCULATION, CIRCULAR CJ CONSTRUCTION JOINT CKT CIRCUIT CL CENTERLINE, CLASS, CLOSE CLG CEILING Cu CONTROL JOINT CLKG CAULKING CLR CLEAR CLSM CONTROLLED LOW STRENGTH MATERIAL CMH COMMUNICATION MANHOLE CML CEMENT MORTAR LINED CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CONCRETE OPENING COL COLUMN COM COMMON COMB COMBINATION COMM COMMUNICATION COMP COMPOSITION, COMPRESSIBLE. COMPOSITE CONC CONCENTRIC, CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS COOR COORDINATE CORR CORROSIVE, CORRUGATED CID CHECKER PLATE, CONTROL POINT CPLG COUPLING CPP CORRUGATED POLYETHYLENE PIPE CRL CORROSION RESISTANT LINING CSC COMPRESSION SLEEVE COUPLING CSK COUNTERSINK CTC COAL TAR COATED CTR CENTER CTRL CONTROL CTV CULVERT CVF CABLE TELEVISION CU COPPER, CUBIC CW CLOCKWISE CY CUBIC YARD d PENNY (NAIL MEASURE) DB DUCT BANK, DECIBEL, DRY BULB DBA DEFORMED BAR ANCHOR DBL DOUBLE DC DIRECT CURRENT DEG DEGREE DEMO DEMOLITION DER DEPRESSED DEPT DEPARTMENT DET DETAIL DI DROP INLET, DUCTILE IRON DIA DIAMETER DIAG DIAGONAL. DIAGRAM DIFF DIFFERENTIAL. DIFFERENCE DIM DIMENSION DISCH DISCHARGE DIST DISTANCE. DISTRIBUTION DIV DIVISION DL DEAD LOAD DMJ DOUBLE MECHANICAL JOINT ON DOWN DO DISSOLVED OXYGEN. DITTO DP DEPTH DPDT DOUBLE POLE. DOUBLE THROW DPST DOUBLE POLE, SINGLE THROW DRWY DRIVEWAY DT DOUBLE TEE, DRIP TRAP ASSEMBLY OUR DUPLICATE DWG DRAWING OWL DOWEL E EAST, ELECTRICAL (DWG DISCIPLINE) EA EACH ECC ECCENTRIC ED EQUIPMENT DRAIN EDB ELECTRICAL DUCT BANK EE EACH END EF EACH FACE EGL ENERGY GRADE LINE EHH ELECTRICAL HANDHOLE EJ EXPANSION JOINT EL ELBOW, ELEVATION ELEC ELECTRICAL EMBD EMBEDDED EMER EMERGENCY EMH ELECTRICAL MANHOLE ENCL ENCLOSURE ENGR ENGINEER ENTR ENTRANCE EDP EDGE OF PAVEMENT EO EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ES EACH SIDE, EQUAL SPACE ESC EROSION AND SEDIMENTATION CONTROL ESMT EASEMENT EST ESTIMATE EW EACH WAY EWEF EACH WAY, EACH FACE EWTB EACH WAY, TOP AND BOTTOM EXC EXCAVATION EX EXISTING EXP EXPANSION, EXPOSED EXT EXTERIOR, EXTERNAL, EXTENSION F TO F FACE TO FACE FAB FABRICATE FBG FIBERGLASS FBO FURNISHED BY OWNER FC FLUSHING CONNECTION FCA FLANGED COUPLING ADAPTER FD FLOOR DRAIN FDTN FOUNDATION FOR FEEDER FE FLANGED END FES FLARED END SECTION FG FINISHED GRADE FIG FIGURE FH FIRE HYDRANT FIN FINISH FJT FLUSH JOINT FL FLOW, FLOW LINE FLEX FLEXIBLE FLG FLANGE FLR FLOOR FES FLASHING, FLUSH FN FENCE FO FINISHED OPENING FOC FACE OF CONCRETE, FACE OF CURB FPT FEMALE PIPE THREAD FIR FRAME FRP FIBERGLASS REINFORCED PLASTIC FT FEET, FOOT FTG FOOTING, FITTING FURN FURNITURE, FURNISH FUT FUTURE FW FIELD WELD FWD FORWARD FWE FURNISHED WITH EQUIPMENT FXTR FIXTURE G GAS, GROUND GHP GAS, HIGH PRESSURE GLP GAS, LOW PRESSURE GIP GAS, INTERMEDIATE PRESSURE GA GAGE (METAL THICKNESS) GAL GALLON GALV GALVANIZED GB GRADE BREAK GC GROOVED COUPLING GD GUARD GEN GENERAL GFCI GROUND FAULT CIRCUIT INTERRUPTER GG GUTTER GRADE GJ GROOVED JOINT GND GROUND GP GUY POLE GR GRADE GRTG GRATING GSS GRAVITY SIDE SEWER GT GREASE TRAP GVL GRAVEL H HIGH HB HOSE BIB HC HORIZONTAL CURVE HDR HEADER HDW HARDWARE HEX HEXAGONAL HGR HANGER HH HANDHOLE HGL HYDRAULIC GRADE LINE HID HIGH INTENSITY DISCHARGE HORIZ HORIZONTAL HP HIGH POINT, HORSEPOWER HPC HORIZONTAL POINT OF CURVATURE HPT HORIZONTAL POINT OF TANGENCY HR HOSE REEL, HOUR HS HIGH STRENGTH HT HEIGHT HV HIGH VOLTAGE HWL HIGH WATER LEVEL HYD HYDRAULIC HZ HERTZ, CYCLES PER SECOND ID INSIDE DIAMETER, INTERIOR DIMENSION IE INVERT ELEVATION IF INSIDE FACE IN INCH INC INCLUDE INSUL INSULATION INT INTERIOR, INTERSECTION INTR INTERMEDIATE, INTERIOR INV INVERT IR INSIDE RADIUS IRR IRRIGATION JB JUNCTION BOX JCT JUNCTION JT JOINT K KIP KSI KIPS PER SQUARE INCH L ANGLE, LENGTH LATL LATERAL LB POUND LDR LEADER LE LIFTING EYE LF LINEAR FOOT LG LONG LH LEFT HAND LIN LINEAR LIQ LIQUID LNG LONGITUDINAL LOC LOCATION LP LOW POINT LR LONG RADIUS LT LEFT LTD LIMITED LTG LIGHTING LV LOW VOLTAGE LW LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE EWE LOW WATER LEVEL MAINT MAINTENANCE MAN MANUAL MATE MATERIAL MAX MAXIMUM MC MECHANICAL COUPLING MDMJ MODIFIED DOUBLE MECHANICAL JOINT MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MJ MECHANICAL JOINT MLW MEAN LOW WATER MMB MEMBRANE MOD MODULAR, MODIFY MON MONUMENT MSL MEAN SEA LEVEL MT MOUNT MU MASONRY UNIT MV MEDIUM VOLTAGE MW MONITORING WELL MIC MONUMENT IN CASE PROJECT MANAGER DRAWN J. EAST K. SCOTT .le SIGNED J. EAST 44Ror ECKED G. PIERSON LUMBERI— �.01 S HDR Enpineerirp. trr. ' — — — t�wlaEs m/n/ ISSUE DATE DESCRIPTION N NORTH, NEUTRAL NA NOT APPLICABLE NAD NORTH AMERICAN DATUM NAT NATURAL NO NORMALLY CLOSED NGVD NATIONAL GEODETIC VERTICAL DATUM NEG NEGATIVE NF NEAR FACE, NON —FUSED NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NPS NOMINAL PIPE SIZE NTS NOT TO SCALE 0 TO 0 OUT —TO —OUT OC ON CENTER OD OUTSIDE DIAMETER OG ORIGINAL GROUND OH OVERHEAD OHE OVERHEAD ELECTRIC OHF OVERHEAD FIBEROPTIC OHP OVERHEAD POWER OHT OVERHEAD TELEPHONE OHTV OVERHEAD TELEVISION OHW ORDINARY HIGH WATER OPNG OPENING OPP OPPOSITE OPT OPTIONAL ORIG ORIGINAL OVFL OVERFLOW OWS OIL —WATER SEPARATOR P POWER P/C/S PAVEMENT/CURB/SIDEWALK PAR PARALLEL PB PULL BOX PC POINT OF CURVE, PRECAST PCC POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT POT PERCENT PE PLAIN END, POLYETHYLENE RED PEDESTAL PEN PENETRATION PERF PERFORATED PERM PERMANENT PERP PERPENDICULAR PH PHASE PI POINT OF INTERSECTION PKG PACKAGE PL PLATE, PROPERTY LINE PLAT PLATFORM PLF POUNDS PER LINEAR FOOT PNEU PNEUMATIC ROB POINT OF BEGINNING POE POINT OF END POS POSITIVE, POSITION PP POLYPROPYLENE, POWER POLE PRO POINT OF REVERSE CURVATURE PREF PREFABRICATED PRELIM PRELIMINARY PREP PREPARE PRIES PRESSURE PRI PRIMARY PROP PROPERTY, PROPOSED PROT PROTECTION PS PIPE SUPPORT PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAGE PST PRESTRESSED PT POINT, POINT OF TANGENCY PVC POLYURETHANE COATED PUL POLYURETHANE LINED PVC POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PWD PLYWOOD PZ PIEZOMETER 0 RATE OF FLOW QTR QUARTER QTY QUANTITY QUAL QUALITY R&R REMOVE AND REPLACE R&S REMOVE AND SALVAGE R RADIUS RB ROCK BERM RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RECD RECEIVED RECT RECTANGULAR RED REDUCER REF REFERENCE REINF REINFORCING REM REMOVE REOD REQUIRED RET RETAINING REV REVISION, REVERSE RH RIGHT HAND RND ROUND ROW RIGHT OF WAY RPM REVOLUTIONS PER MINUTE RR RAILROAD RSP ROCK SLOPE PROTECTION RT RIGHT S SOUTH SAN SANITARY SCH SCHEDULE SCHEM SCHEMATIC SD STORM DRAIN SEC SECONDARY, SECONDS SECT SECTION SEP SEPARATE SF SQUARE FOOT SHLD SHOULDER SHT SHEET SIM SIMILAR SL SLOPE SLTD SLOTTED SLV SLEEVE SOG SLAB ON GRADE SP SPACING SPEC SPECIFICATION SPLY SUPPLY SPST SINGLE POLE SINGLE THROW SPT SET POINT SQ SQUARE SR SHORT RADIUS, STATE ROUTE SS SANITARY SEWER SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STIF STIFFENER STE STEEL STIR STRUCTURAL, STRAIGHT SUB SUBSTITUTE SUC SUCTION SUSP SUSPENDED Sy SQUARE YARD SYM SYMBOL SYMM SYMMETRICAL SYN SYNTHETIC SYS SYSTEM T TELEPHONE TAN TANGENT TBM TEMPORARY BENCHMARK TCE TEMPORARY CONSTRUCTION EASEMENT TEL TELEPHONE TEMP TEMPORARY, TEMPERATURE TESC TEMPORARY EROSION AND SEDIMENTATION CONTROL THK THICK THRU THROUGH TOB TOP OF BANK, TOC TOP OF CURB, TOP OF CONCRETE TOF TOP OF FOOTING TOG TOP OF GRATING TOL TOLERANCE, TOP OF LEDGER TORO TOPOGRAPHY TOS TOP OF SLAB, TOP OF STEEL TOW TOP OF WALL TP TELEPHONE POLE, TRAP PRIMER TPG TOPPING TRANS TRANSITION TYR TYPICAL ° CITY OF RENTON .®. Planning/Building/Public Works Dept. UBC UNIFORM BUILDING CODE UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGF UNDERGROUND FIBER OPTIC UGT UNDERGROUND TELECOMMUNICATION UNO UNLESS NOTED OTHERWISE UTIL UTILITY UGTV UNDERGROUND TELEVISION V VENT, VELOCITY, VOLT VA VOLT AMPERE VAR VARIABLE, VOLT AMPERES REACTIVE VB VAPOR BARRIER, VALVE BOX VC VERTICAL CURVE VCT VERTICAL CENTERLINE VEL VELOCITY VERT VERTICAL VIF VERIFY IN FIELD VIN VINYL VS VERSES, VAPOR SEAL VOL VOLUME VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W/ WITH W/IN WITHIN W/0 WITHOUT W WATT, WEST, WIDE, WIRE. WC WATER COLUMN WD WOOD, WIDTH WF WIDE FLANGE WH WALL HYDRANT, WEEP HOLE WE WATER LEVEL WED WELDED WM WIRE MESH WP WATERPROOF, WORKING POINT WS WATERSTOP, WATER SURFACE, WATER SERVICE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSP WELDED STEEL PIPE WSTP WATERSTOP WT WEIGHT, WATER TIGHT, WALL THICKNESS WWF WELDED WIRE FABRIC XS EXTRA STRONG XXS DOUBLE EXTRA STRONG XSECT CROSS SECTION YH YARD HYDRANT YS YIELD STRENGTH GENERAL NOTES: 1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 2. LISTING OF ABBREVIATIONS DOES NOT IMPLY ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. 3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF THE WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING; "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING. 4. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE—EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 5. SEE P&ID LEGEND SHEET FOR PROJECT SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS AND PIPING SYSTEM ABBREVIATIONS. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS ABBREVIATIONS 0 I" 2^ FILENAME 0OG-03.dwg SHEET SCALE NONE OOG-03 C 6 A 8 It r a m v n 0 N r- GENERAL NOTES 1 CALL UNDERGROUND UTILITY LOCATE SERVICE AT TELEPHONE NUMBER 1-800-424-5555 A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY EXCAVATION. 2 UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN FROM EXISTING RECORDS. THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO DETERMINE THE LOCATIONS OF THE UTILITIES. 3 OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT, POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. 4 ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE. 5 HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY NOTED OTHERWISE. 6 ELEVATIONS SHOWN ON THE PLAN AND PROFILE DRAWINGS ARE INVERT OF PIPE ELEVATIONS UNLESS OTHERWISE NOTED. STATIONS AND ELEVATIONS AT VERTICAL BENDS ARE AT PIPE INVERT UNLESS OTHERWISE NOTED. 7 CONSTRUCT PIPE ON UNIFORM SLOPE BETWEEN INDICATED ELEVATION POINTS. 8 SLOPE FINISH GRADES BETWEEN SPOT ELEVATIONS SHOWN. IF FINISH GRADE LINE IS NOT SHOWN, RESTORE SURFACE TO EXISTING GRADE ELEVATION. 9 PIPELINE SLOPES SHOWN ON THE PLAN AND PROFILE SHEETS ARE APPROXIMATE. IN CASE OF A DISCREPANCY BETWEEN THE SLOPE AND THE STATION/ELEVATION CALLOUTS, THE STATION/ELEVATION CALLOUTS SHALL CONTROL. 10 PROPERTY CORNERS, SECTION CORNERS, RIGHT-OF-WAY MARKERS AND SURVEY CONTROL MONUMENTS WITHIN OR ADJACENT TO THE PROJECT SHALL BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL OBSERVE THE MONUMENT LOCATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF WHICH MONUMENTS MAY BE DISTURBED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL ESTABLISH REFERENCES FOR THE MONUMENTS WHICH MAY BE DISTURBED DURING CONSTRUCTION AND REPLACE THOSE MONUMENTS AFTER CONSTRUCTION. THE CONTRACTOR SHALL PROTECT THE REFERENCES UNTIL THE MONUMENTS HAVE BEEN REESTABLISHED BY THE OWNER. 11 MAINTAIN CONVEYANCE OF STORM DRAINAGE AND SEWAGE FLOWS DURING THE CONSTRUCTION AND DURING THE REPLACEMENT, MODIFICATION OR RESTORATION OF EXISTING FACILITIES. 12 MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. 13 ABBREVIATIONS USED IN THESE DRAWINGS ARE AS SHOWN ON DWG OOGO03, EXCEPT AS OTHERWISE AND ADDITIONALLY INDICATED. 14 THE CONTRACTOR SHALL PROVIDE A DEWATERING PLAN AND TEMPORARY STORM DRAIN BYPASS PLAN PRIOR TO CONSTRUCTION OF THE CULVERT CROSSING AT STA SR515 425+60. 15 DUMP NO WASTE OF ANY TYPE, INCLUDING WATER FROM DEWATERING, INTO STREAMS, GROUND WATER OR LAKES, 16 CONTRACTOR SHALL SALVAGE AND REINSTALL OR REPLACE ALL EXISTING LANDSCAPING, IRRIGATION AND SLOPE DRAINAGE SYSTEMS REMOVED OR DAMAGED DURING CONSTRUCTION, UNLESS DIRCTED OTHERWISE BY THE CITY OF RENTON. 17 CONSTRUCTION LIMITS ARE SHOWN ON THE PLAN, PROFILE AND ESC PLAN AND RESTORATION DRAWINGS. WHERE CONSTRUCTION LIMITS ARE REDUCED TO AN AREA LESS THAN THE FULL EASEMENT WIDTH, THESE LIMITS ARE DEFINED ON THE ESC PLANS AND SHALL ALSO APPLY TO ALL CONSTRUCTION SHOWN ON THE PLAN AND PROFILE DRAWINGS. 18 PROVIDE TEMPORARY TRAFIC CONTROL TO SEPARATE COMMERCIAL TRAFFIC FROM CONSTRUCTION AREAS. 19 ACCESS FOR PRIVATE PROPERTY OWNERS SHALL BE PROVIDED AT ALL TIMES. TEMPORARY CLOSURES OF BUSINESS ACCESS SHALL BE COORDINATED WITH PROPERTY OWNERS A MINIMUM OF 14 DAYS IN ADVANCE OF THE WORK. SURVEY CONTROL AND MAPPING NOTES BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91. PROJECT IS REFERENCED VIA TO GPS WSDOT PUBLISHED CONTROL POINTS GP 17405-65 AND 1517128 WITH CHECK TIES TO CITY OR RENTON PUBLISHED CONTROL POINT RENT 659. THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES. VERTICAL DATUM: NAVD '88 BASED ON GPS OBSERVATIONS OF CITY OF RENTON BENCHMARKS 1333, 1842. AND 1846 CONSTRUCTION NOTE VERIFY THE LOCATIONS, ELEVATIONS, DIAMETERS, MATERIALS, AND OTHER PARAMETERS OF EXISTING FACILITIES TO WHICH NEW FACILITIES CONNECT BEFORE BEGINING ANY WORK. 2 PROVIDE AND MAINTAIN TEMPORARY PAVEMENT MARKINGS UNTIL PERMANENT MARKINGS RESTORATION. PROVIDE PERMANENT RESTORATION OF PAVEMENT MARKINGS AFTER PAVEMENT RESTORATION IS COMPLETED. 3 CONSTRUCTION ACTIVITIES SHALL NOT EXTEND BEYOND THE LIMITS SHOWN IN THE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER. 4 REFER TO EROSION AND SEDIMENTATION CONTROL DRAWINGS FOR PROTECTION AND RESTORATION REQUIREMENTS. 5 CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY ACCESS ROADS AND RESTORATION OF CONSTRUCTION AREAS TO PRE —CONSTRUCTION CONDITION OR BETTER. 6 PROTECT ALL EXISTING UTILITIES AND SURFACE IMPROVEMENTS. CONTRACTORS SHALL COORDINATE WITH PROPERTY OWNERS DURING CONSTRUCTION TO AVOID DAMAGING EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY AND LOCATE ALL EXISTING UTILITIES ON PRIVATE PROPERTY. EXCESS TRENCH MATERIALS MUST BE HAULED OFF SITE. NO SPOILS SHALL BE SPREAD IN WETLANDS OR WETLAND BUFFERS. NO MATERIALS SHALL BE STOCKPILED IN WETLANDS OR WETLAND BUFFERS. CONSTRUCTION WORK RESTRICTIONS PERMISSIBLE CONSTRUCTION TIMES (SHOWN ON DRAWING SERIES 01 C) 10 LIMITED WORK HOUR RESTRICTIONS, 9:OOAM-6:OOPM MON—FRI, WHEN ALL TRAFFIC CONTROL AND ROW USE PERMIT REQUIREMENTS ARE MET. �2 LIMITED WORK HOUR RESTRICTIONS, 7:OOAM-3:OOPM, MON—FRI, WHEN ALL TRAFFIC CONTROL AND ROW USE PERMIT REQUIREMENTS ARE MET. �3 NORMAL WORK HOURS SHALL BE BETWEEN 7:OOAM — 6:OOPM MON—FRI. ® NO WEEKEND OR HOLIDAY WORK SHALL BE ALLOWED. HOLIDAYS SHALL BE DEFINED AS APR 08, MAY 28, JUL 04. SEP 03 AND NOV 15 THROUGH JAN 02 INCLUSIVE FOR ALL WORK PERTAINING TO SAM'S CLUB PARKING LOT AREAS. PROJECT MANAGER J. EAST DRAWN K. SCO17 �FRYe . 441 WATER LINE REALIGNMENT ^ DESIGNED J. EAST , .� ° RENTON BENSON ROAD AND 1-405 OVERPASS J CHECKED G. PIERSON _ CITY OF GENERAL NOTES Planning/Building/Public Works Dept. 0 1" 2^ .ILENAME OOG-04 - nwaes m/n/ ISSUE DATE DESCRIPTION PROJECT NUMBERI— SCALE NONE OOG-04 C B A 3 / pA M / 1 / EX 12" DI \ o / PIPE STA 10+35. 0.0 / � 16" 22.5' HOR BEND, RJx J EX GAS �� CONC BLOCKING \N 175289.80 1300934.29 / (0 o / PIPE STA 10+00, 0.00 R CONNECT TO EXIST SEE N 175328.17 E 1300935.29 t 16" DI, CLASS 52 W/ POLYWRAP - (RESTRAINED JOINT PUSH —ON) 45 40 35 30 25 20 15 PIPE STATIONING TIE-IN TO EXIST 12" W IE 33.6. VERIFY 10+00 E EX OH a. � U 11+00 3 1 4 / MAINTAIN 10'`HORIZ / \ SEPARATION FROM / EX SANITARY SEWER, / TYP / 710\ 76,b7\ \ / O O 3 \ o lu 00 PIPE STA 12+97.69 / 16" 45' HOR SEND, RJxRJ CONC BLOCKING 2 4 N 175053.31 E 1300527.35 / � h c) MAINTAIN 10' HORIZ SEPARATION FROM ll _ EX SANITARY SEWER, / P ZJ / hU REFERENCE ALIGNMENT 16" DI, CLASS 52 W/ POLYWRAP (PUSH —ON) TRENCH BACKFILL do SURFACE RESTORATION, SEE DWG 01C-09 O B PERMISSIBLE CONSTRUCTION WINDOW, SEE SHEET OOG-04 nn J Y OHE EX OHE w c� K w —�ExIST GRADE 12+00 13+DO mm 1 45 I I 40 1� i I 35 I I 1 30 I 1 25 1 20 1 I 15 14+00 NOTES: 1 UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN FROM EXISTING RECORDS, THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO DETERMINE THE LOCATIONS OF THE UTILITIES. 2 MECHANICAL JOINT RESTRAINT FOR ALL DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, C SERIES 1116 FOR 16" MJ FITTINGS, SERIES 1112 FOR 12" MJ FITTINGS. CONC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING. RESTRAIN JOINT FOR PUSH ON DUCTILE IRON PIPE SHALL BE MEGALUG SERIES 1700, SERIES 1716 FOR 16" DI PIPE. 3 MAINTAIN 10' MIN HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN AND EXIST SANITARY SEWER. CONSTRUCTION NOTES: Ol EXISTING WETLAND ADJACENT TO ROADWAY O LOCATE POTHOLE AND PROTECT EXIST POWER, COMMUNICATION AND FIBER OPTIC AND ALL OTHER UTILITIES O3 RESTORE EXIST CROSSWALK AND SURFACE MARKING, TYP O4 APPROXIMATE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER AND SAM'S CLUB PROJECT MANAGER DRAWN J. EAST K. SC07T 44,<t.oF . I& , �� - r �, � A EXPIRES: In/1t/ C'O CITY OF RENT ®N To Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE PIPE STA 10+00 TO PIPE STA 14+00 DESIGNED J. EAST CHECKED G. PIERSON 0 1" p" FILENAME 01C-01.dwg SHEET f+ SCALE H: 1"=20', V: 1"=5' ISSUE DATE DESCRIPTION PROJECT NUMBER 41598 B A 2 3 4 O � / 80' 1 I \ AE7 / — — — — — — — — — \ \ _ 4/ / /// -_- __ \\ 80 76 \\\ 3 �u/ PIPE STA 16" 22 1/7 HOR BEND, RJxRJ \ q / CONC BLOC IN - \ \ LIT L;-�� E 1300688.0571 CyPIPE STA 15+75.97. 0.0 R1622 1/2' HOR BEND, RJxRJCONC BLOCKINGN 174879.6572E 1300629.3918PIPE 0.0 R 16" GATE VALVE, RJxRJ ` '9 CrJ / N 1750 20.2 Q E 1300720.28 5.30 Q !i PIPE STA 16+55.97, 0.0 R - QX 16" 22 1 /2' HOR BEND, -RJxRJ if = CONC BLOCKING 0 2J N 174852.2936 -_ +sue E 1300554.2171 \f O Q/ \ PIPE STA 14+07.69 0.0 R SR 515 STA 426+59.04, 24.61 R 45' HOR BEND, RJxRJ + - Q / CONC BLOCKING 16" 90' HOR BEND, RJxRJ \Q\ N 175014.49 CONC BLOCKING r E 1300724.43 N 174855 Qu / E 1300505 00 r / REFERENCE ALIGNMENT BEGINS SR 515 STA 427+33.62, 0.00 R EOUALS �9 REFERENCE ALIGN STA 10+00. 0.00 R wcccwcurc eiiruurur F 50 45 40 35 30 25 20 I 15 PIPE STATIONING 14 -00 EX SAMS CLUB FUEL STATION 15+00 4 16+00 16" DI, CLASS 52 WATERLINE W/ POLYWRAP (RESTRAINED 17+00 50 45 40 35 30 25 I 20 I 15 NOTES: 1 UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN FROM EXISTING RECORDS. THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO DETERMINE THE LOCATIONS OF THE UTILITIES. 2 MECHANICAL JOINT RESTRAINT FOR ALL DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, SERIES 1116 FOR 16" MJ FITTINGS, SERIES 1112 FOR 12" MJ FITTINGS. CONIC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING. RESTRAIN JOINT FOR PUSH ON DUCTILE IRON PIPE SHALL BE MEGALUG SERIES 1700, SERIES 1716 FOR 16" DI PIPE. CONSTRUCTION NOTES: O1 EXISTING WETLAND ADJACENT TO ROADWAY O2 LOCATE POTHOLE AND PROTECT EXST POWER, COMMUNICATION AND FIBER OPTIC UTILITIES O3 RESTORE EXST CROSSWALK AND SURFACE MARKING, TYP O4 APPROXIMATE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER AND SAM'S CLUB O SEE STORM DRAIN IMPROVEMENTS ON SHEET 01C-06 PROJECT MANAGER DRAWN J. EAST K. SCOTT gY. C.- -P ,� 71 V A Elweas m/tt/ ° CITY OF R E N T O N Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE PIPE STA 14+00 TO SR 515 STA 426+15 DESIGNED J. EAST CHECKED G. PIERSON _ O t•' 2" FILENAME OTC-02.tlwg SHEET SCALE H: 1"-20'. V: 1"=5' 01C-02 ISSUE DATE DESCRIPTION PROJECT NUMBER 41598 C B A 1 2 4 _ - HYDRANT ASSEMBLY RENTON STD DETAIL B102 1 - 16"x6" TEE, MJxFL- ' - - 1 - 6" GV, FLxMJ = - _ -- 1 - CONC BLOCKING "- tt• N 174805.77 E 1300525.41 --y='^---r N 11 -2 i. O - _ - .I r ` _ _ _ _. SR -515 _SU_.425+58,47, 24.28 R EX WETLAND, WATER SURFACE VARIES .- U I SPECIAL CR SSING, SEE y N 174754 O v C I: - -- , - E 1300500 OtC-DB 1 - 16"x6" TEE, MJxFL 1 - 6" GV, FLxMJ - CONC BLOCKING N 174383.14 - - E 1300499.00 SIR 5 S421+77.32 i6" GATE VALVE. VALVE. RJ 16 — 5.15' 16" DI -- - - - W' +�SIR 515 co 04 -- Q 5 NI 2_ - --- w 24" W _ Z M=M M M _ M J QI 45 40 I I 35 I I 30 I f 25 F I 20 15 I / 16- DI, CLASS 52 WATERLINE W/ POLYWRAP (RESTRAINED JOINT PUSH -ON) TORE 2 61 tt i 7 O WALK 1 D: 0 N W CDF — -- — J/ — G� MAINTAIN 18" 34LF, I MIN VERTICAL CLEARANCE TO TOP OF ' I I i 10 SR 515 STATIONING 426+00 NOTES: DETAIL B102. 1 UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN ---.--- — _ FROM EXISTING RECORDS. THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO v \ DETERMINE THE LOCATIONS OF THE UTILITIES. _\ I U 2 MECHANICAL JOINT RESTRAINT FOR ALL ' DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, SERIES 1116 FOR 16" MJ FITTINGS, SERIES 1112 FOR 12" MJ FITTINGS. 2 CONC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING. RESTRAIN JOINT FOR PUSH ON DUCTILE - _ W IRON PIPE SHALL BE MEGALUG SERIES 1700, SERIES 1716 FOR 16 DI PIPE. _----- -----�-- ---= -- _ .. �. _-- -- --- " SR 515 STA 421+32.T2 -f- I — -- --- -- CONSTRUCTION NOTES: — - _ - - 1 EXISTING WETLAND ADJACENT TO ROADWAY, WATER SURFACE EL VARIES - EX_4"-w- w W W -- — WW w ---------___ _x O2 LOCATE POTHOLE AND PROTECT EXST POWER, COMMUNICATION AND FIBER - - OPTIC UTILITIES RESTORE EXST CROSSWALK AND Z SURFACE MARKING, TYP (\ITV) J ia I ;FILL w EXIST GRADE- c� a CASING — — — — -� -I— SR 515 STA 425+34.65. 24.24 R 45' VERT BEND, RJxRJ IE 26.67 SR 515 STA 425+71.47, 24.32 R 45' VERT BEND, RJxRJ SR 515 STA 425+39,47, 24.32 R IE 21.80 45' VERT BEND, RJxRJ IE 21.85 2 TYR SR 515 STA 425+903-23-.3T +� 45' VERT BEND, RJIJ IE 25.8 425+00 424+00 16" DI, CLASS 52 WATERLINE W/ POLYWRAP (PUSH -ON) CFILL k SURFACE RESTORATION, SEE DWG 01C-09 O PERMISSIBLE CONSTRUCTION WINDOW. SEE 423+00 EX OHE 422+00 U O4 REMOVE AND RESTORE EXST TRAFFIC I H- LOOP SYSTEM _ Q OS PROVIDE TEMPORARY BYPASS FOR EXISTING STREAM FLOW FROM CULVERT INLET TO EXISTING STORM WATER VAULT AT WEST SIDE OF SR 515. SEE _ T.E.S.C, PLAN, Z 6O RESTORE SIDEWALK O7 CULVERT REPAIR CONTINGENCY - CONTRACTOR SHALL EXPOSE AND VERIFY THE CONDITION OF THE EXISTING STORM DRAIN CULVERT AT THE CROSSING LOCATION PRIOR TO THE START OF ANY PIPELINE INSTALLATION OR CROSSING WORK. VERIFY ALL EXISTING DIMENSIONS, INCLUDING CULVERT RISE, SPAN, GAUGE, INVERT ELEVATION AND PIPE CONDITION. _T �RESTQRE _ PRIOR TO THE START OF ANY SIDEWALK - CROSSING WORK THE CONTRACTOR x SHALL MAKE AVAILABLE, AND HAVE N READY A 20 FOOT LONG (MIN) REPAIR 2 40 SECTION TO MATCH THE EXISTING _Q)_TN CULVERT INCLUDING ANY REQUIRED p - COUPLERS, BANDS, AND x x x APPURTENANCES FOR A COMPLETE AND w I,: w _ w w _ FUNCTIONAL REPAIR, THE DECISION TO > > PERFORM THE CULVERT REPAIR SHALL x x BE AT THE SOLE DISCRETION OF THE w w _35 - OWNER. .z I 25 ( 20 15 I 10 421+00 T L ■� MDR Eqm. MI,c PROJECT MANAGER DRAWN J. EAST K. SCOTT �FRYF asy �^ O� rE�`` �=w [waDEs mr17 y (�� CITY OFR E N T� J1 N n,To Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE SR 515 STA 426+15 TO SR 515 STA 421+00 DESIGNED J. EAST CHECKED G. PIERSON 0 1" 2^ FILENAME 01C-03.dwg N�E SCALE H: 1"=20', V: 1"-5' - ISSUE DATE DESCRIPTION PROJECT NUMBER 41598 C B 2 I 3 I 4 N�5 I �I O - I U O 1 OI "•HE OHE :SHE - - pC)HE SHE b-E "'E W �.- =wE-rHE JHE ")rdE �vHE OHE _ - - 1111 16" DI N Qr - NI _- 0 m ZI ~; J — 2 U 60 50 40 30 I 30 I 25 20 I SR 515 STATIONING 421+00 24" W 1 - 16"x6" TEE, MJxFL 1 - 6" GV, FLxMJ 1 - CONC BLOCKING N 173960.88 E 1300479.98 q SR 515 0 M M M M M M M� 16" DI, CLASS 52 WATERLINE W/ POLYWRAP (PUSH -ON TRENCH BACKFILL & SURFACE RESTORATION, SEE DWG 01C-OS PERMISSIBLE CONSTRUCTION WINDOW, SEE SHEET OOG-04 i I J J � I lY °I V (J W' W a Z I� EXIST GRADE I - I 420+00 -- - 419+00 418+00 EXIST 16" W TO BE CAPPED AND ABANDONED IN PLACE 2 5 TEMPORARY LAY DOWN AREA 20'x2OO' 2 5 r------- — — — — — — — — — — — — — — — --------- -- —- — — 1 - _ —_---- -- I SR 515 ST CONNECT T N 173820 o E 1300457 0 0 x w EXISTING 24" WATER LINE & BRANCH VALVE 16" 01. CLASS 52 WATERLINE W/ POLYWRAP (RESTRAINED JOINT PUSH -ON) RESTORE 2 5 SIDEWALK EXIST GRADE __T 417+00 TIE-IN TO EXIST 16" W IE 43.3, VERIFY RESTORE SIDEWALK 60 50 40 30 30 25 20 416+00 NOTES: UTILITIES ARE SHOWN FOR THE i CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN FROM EXISTING RECORDS. THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO DETERMINE THE LOCATIONS OF THE UTILITIES. 2 MECHANICAL JOINT RESTRAINT FOR ALL DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, SERIES 1116 FOR 16" MJ FITTINGS, SERIES 1112 FOR 12" MJ FITTINGS. CONC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING. RESTRAIN JOINT FOR PUSH ON DUCTILE IRON PIPE SHALL BE MEGALUG SERIES 1700, SERIES 1716 FOR 16" DI PIPE. CONSTRUCTION NOTES: O1 EXISTING WETLAND ADJACENT TO ROADWAY O2 LOCATE POTHOLE AND PROTECT EXST POWER, COMMUNICATION AND FIBER OPTIC UTILITIES ORESTORE EXST CROSSWALK AND SURFACE MARKING, TIP O4 REMOVE AND REPLACE EXIST TRAFFIC LOOP SYSTEM OS RESTORE SIDEWALK AND HYDROSEED ALL DISTURBED AREAS T ^� 11-1: J1 PROJECT MANAGER DRAWN J. EAST K. SCOTT J. EAST G. PIERSON C i4�¢�f off, eoi pia 6 d m/11� O CITY OF RENT 0 N Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE SR 515 STA 421+00 TO SR 515 STA 416+23.44 DESIGNED CHECKED 1.-p- 'ILENAME 01C-04.dwg ��r — SCALE I H: 1"=20'. V: 1"=5' 01C.-04 ISSUE DATE DESCRIPTION PROJECT NUMBER 41598 C B A 1 I 2 13 I 4 STA 1+06 16" 22-1/2' HORIZ BEND, RJ _ W/ HORIZ BLOCKING "- SEE TIE-IN DETAIL 3 N 175726 E 1301392 01C-07 _ 3 4 N 175726 - -- E 1301260 165 LFt 16" DI STA 1 +00 SEE TIE-IN DETAIL 4 INSTALL CASING CDF E 1301255 01C-07 N 17IE BACKFILL W/ SOIL OVER,SIM 1C-8 3 FOR TRENCH CUT-0 WALL DETAIL SEES / k! FUTURE RETAINING WALL 1 1 a Z O N z LEI In l 16" DI, CLASS 52 WATERLINE W1 POLYWRAP RESTRAINED JOINT PUSH -ON TRENCH BACKFILL k SURFACE RESTORATION, B SEE DWG 01C-09 C A PERMISSIBLE CONSTRUCTION WINDOW, 3 4 SEE SHEET OOG-04 3 4 2 /-T 90 RETAINING WALL BEYOND TO REMAIN APPROX LOCATION o 80 FUTURE 1405 w -RETAINING WALL AND 3- iv > FOOTING 2 v~ ww - 70 1 z STA 2+37 PIPE CASING STA 1+57.58-STA 1+82.58 �� _ 0w �00 ------ - IE 61t VERIFY 0 CONNECT TO EXIST, SEE // W/ CDF BACKFILL SEE �O 60 01C-07 z EXIST BUILDING a i 16" 22-1/2' VERT BEND, RJ _ ` W/ CONC BLOCKING 50 o w STA 2+07.5, 0.0 R I EXISTING �- N 1E 59.66 N GRADE ------ TRENCH TRENCH CUT-OFF W / WALL 40 � TRENCH- CUT-OFF - 16" 11-1 /4' VERT BEND, RJ WALL W/ CONC BLOCKING STA 1+89.06. 0.0 R E 52.58 0 16" 11-1/4' VERT BEND 30 STA 1.+21.33..0.0 .R. RJ. W/ CONC BLOCKING STA 1+00, 0.0 R IE 33.97 IE 33.2, VERIFY CONNECT TO EXIST, SEE 4 20 o1c—o7 1+00 2+00 90 80 70 80 04 FIELD LOCATE EX SLOPE DRAIN SYSTEM TIE DRAIN FROM CUT OFF WALL INTO EX SLOPE DRAIN SYSTEM STEM SCHD 80 PVC, TYP At .2. CDF #5 CENTERED 50 16"0 WATER 4"0 SCHD 80 PVC 40 DRAIN, ROUTE TO EX SLOPE DRAIN SYSTEM- 30 BACKFILL PER TYPICAL SEWER PIPE TRENCH SECTION EDGE OF TRENCH (TMP) A NOTE: INSTALL CDF TRENCH CUTOFF WALL WHERE SHOWN ON THE PROFILE OR WHERE REQUIRED IN THE FIELD BY THE ENGINEER. PLAN 4'-6" imam., �n f NOTES: 1 UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTH AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE TAKEN FROM EXISTING RECORDS. THE CONTRACTOR SHALL USE THE "ONE CALL" TELEPHONE NUMBER (1-800-424-5555) AND OTHER METHODS AS NECESSARY TO DETERMINE THE LOCATIONS OF THE UTILITIES. 2 MECHANICAL JOINT RESTRAINT FOR ALL DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, SERIES 1116 FOR 16" MJ FITTINGS, SERIES 1112 FOR 12" MJ FITTINGS. CONC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING. RESTRAIN JOINT FOR PUSH ON DUCTILE IRON PIPE SHALL BE MEGALUG SERIES 1700, SERIES 1716 FOR 16" DI PIPE. CONSTRUCTION NOTES: O1 CONTRACTOR TO LOCATE POTHOLE AND PROTECT EXISTING FIBER OPTIC UTILITIES AND OTHER UTILITIES O2 REMOVE AND REPLACE EXIST GUARD RAII AS REO'D OEXIST RETAINING WALL TO REMAIN IN PLACE. CONTRACTOR SHALL VERIFY FOOTINGS LOCATION PRIOR TO START OF WORK AND PROTECT FOOTING AND WALL AS REQUIRED. O CONTRACTOR TO LOCATE, REMOVE AND RESTORE AS REQUIRED EX PVC SLOPE DRAINAGE AND CLEANOUTS. OCONTRACTOR SHALL VERIFY FUTURE I-405 WIDENING RETAINING WALL LOCATION AND COORDINATE CASING LOCATION. 6O GRIND AND RESTORE PAVING WITH NEW OVERLAY SIMILAR TO SECTION 1 1C-9 SECTION A —A SECTION B—B 20 DETAIL SCALE: NONE - AVEL BACK FILL FOR 'AINS, 9-03.12(4) PERF PIPE W/ FILTER ,CK AND CAP HDR Enpireerl,q, hc. PROJECT MANAGER DRAWN J. EAST K. SCOTT J. EAST G. PIERSON C-4s "� A m�i/ISSUE • O CITY OF R E 1 V T O 1 !' Planning/Building/Public Works Dept. T WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE STA 1+00 TO STA 2+42 DESIGNED CHECKED 2" FILENAME 01C-05.dwge�waEs SCALE H: 1-=20', V: 1•'=,�_' E1C-05: DATE DESCRIPTION PROJECT NUMBER 41598 C B A 50 45 40 35 30 25 20 1 t .t 1 1 1 1 1 SR 515 STA 426+47.03, 31.11 CS TYPE 1 CITY OF RENTON STD B012 Oj W/ LOCKING LID N 174842.4452 E 1300510.5064 D 426 -1 00 2 TRENCH BACKFlLL h SURFACE RESTORATION. SEE DWG 01C-0 (D PERMISSIBLE CONSTRUCnGN WINDOW, SEE SHEET ODG-04 1❑ 0030 45 L L of V) p3 0 0 0. e W 7 a j w w CONN TO EX CS E8" 28.10, IN (W) EX CB RIM 32.22 EXISTING GRADE NOTE: CDF WATER LINE WITHIN 10' OF CATCHBASIN O 23LF B"m PVC DPW-ULTRARIB' qO O1 TYPE 1 CB S=2% WSDOT 9-05.12(2) RIM 32.9 t IE 8- 28.56. OUT (E) 40 35 30 25 20 3 1 4 CONSTRUCTION NOTES: O1 INSTALL TYPE 1 CB PER RENTON STD DETAIL B012 WITH LOCKING GRATE AND FRAME RENTON STD DETAIL B020.1, B020.2. O2 LOCATE POTHOLE AND PROTECT EXIST POWER, COMMUNICATION AND FIBER OPTIC AND ALL OTHER UTILITIES O3 RESTORE EXIST CROSSWALK AND SURFACE MARKING, TYP OSTORM DRAIN PIPING TO BE PW-ULTRARIB" BY PW-EAGLE, TACOMA C (253)770-1755, WSDOT 9-05.12(2) OR APPROVED EQUAL PROJECT MANAGER DRAWN J. EAST K. SCO17 J. EAST _ G. PIERSON - 4FR;r .Fria ,w o Qvi o� w AL6T nsleEs m/It/ CITY OF RENTON Planning/Building/Public Works Dept. e WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS PLAN AND PROFILE STORM DRAIN REVISION DESIGNED CHECKED ` iLENAME SCALE 01C-06.dw9 H: 1"=10', V. 1"=05' - - O�Ci'Us ISSUE DATE DESCRIPTION PROJECT NUMBER OOC-06 B A 1 - 16" DI 22-7'x' BEND, RJxRJ 1 - CONC BLOCKING 20' /$v 10't 1 2 ,11 � 1 - 16" VERT CROSS, FLzMJ EXIST 12" DI 1 - 15" SLEEVE, RJ 3 - 16" DI SPOOL, PE 1 - 12"02" TEE, FL 3 - 12" GATE VALVE, FLxMJ 1 - 12"x16" INCREASER, MJ 2 - 12" SLEEVE, RJ 3 - 12" SPOOL, PE SAMS'S CLUB STA 10+00 TIE-IN DETAIL NTS I O1C-01 N FACE OF EXIST CURB5' TYP 1 — 16" VERT CROSS, FLxMJ —III EXISTING 16" DI TO 1 — 16" SLEEVE. RJ BE ABANDONED IN 2 — 16" DI SPOOL, PE PLACE 1 2 I 2" BLOW —OFF —}f- PER RENTON EX 16" W STD DETAIL B-104� Y TT7 Fto 1 — 16" ADAPTER, FLxRJ CUT & CAP EXISTING 16"W 1 — 16" TEE, FL 15't 1 — 16" CAP, MJ 1 — 16" GV, FLxRJ 1 — CONC BLOCKING 1 — 16" BLIND FLANGE 2 — CONC BLOCKING SR 515 STA 416+23.44 TIE-IN DETAIL 2 NTS OIC-04 fR HDRE glnw %k m q Y� I -I I 16" DI x� - 16" SLEEVE, RJ - 16" DI SPOOL, PE 1 16" TEE, RJxRJ - EXIST 12" SD� 1 - 16" 45' VERT BEND. RJxRJ 3 - 16" GATE VALVE, RJxRJ 1 3 - 16" SLEEVES, RJ EXIST CB—\ 2 - CONC BLOCKING EXIST 2"t EXIST 12" STORM v 16" WATER PROFILE N 1 - 12" TEE, FL 1 - 12" ADAPTOR, FLxMJ 1 - 12" GATE VALVE, FLxMJ 1 _ 12 GATE VALVE, FL /I 1 12"x16" INCREASER, FLxMJ 2 - 12" SLEEVE, RJ 1 - CONC BLOCKING 6 O TT 16" DI 1 - 16" DI SPOOL, PE EXIST BLDG �1 - 16" 22-1/2' BEND, RJ 1 - CONC BLOCKING 1 - 16" VERT CROSS, MJxFL 1 2 EX GATE VALVE SAM'S CLUB STA 1 +00 TIE-IN DETAIL NTS 01C-05 NOTES: 1 SEE CITY OF RENTON STD DETAILS B-110, B-111, B-112, B-113, B-114, B-115, B-116, FOR TESTING AND PIGGING REQUIREMENTS PRIOR CONC BLOCKING TO FINAL TIE-IN. Sim 2 ALL TIE-INS TO EXISTING SYSTEM SHALL BE A APPROVED BY THE CITY OF RENTON UTILITIES O1C-OB DEPARTMENT PRIOR TO TIE-IN. CONTRACTOR SHALL COORDINATE SHUT DOWN NOTICE TO SAMS CLUB 4 WEEKS IN ADVANCE. CONSTRUCTION NOTES: O SEE RENTON STD DETAIL B112 OR B111 O REMOVE PRESSURE TEST ASSEMBLY. INSTALL DI SLEEVE AND COMPLETE THE TIE—IN AS SHOWN. VERTICAL CROSS TO REMAIN. TIE-IN DETAIL NTS O1C-05 PROJECT MANAGER DRAWN DESIGNED J. EAST K. SCOTT J. EAST 4�RoF .le .,� ;. � �°^ HE. S1 `� N` �� exaiaEs: 01/11/ o GF® I Y OF RENTON Plannin Buildin Public Works Dept. z 9� 9� WATER LINE REALIGNMENT BENSON ROAD AND I-405 OVERPASS CONNECTION DETAILS CHECKED G. PIERSON 0 1" T FILENAME 01C-07.dwg SHEET.1 �f SCALE NONE O 1 C'OI ISSUE DATE DESCRIPTION PROJECT NUMBER OOC-07 1 1 2 1 3 4 GROUND SURFACE END OF CASING 30"0 STEEL CASING _16" WATER PIPE ---- ---L---------------c-­i-- ---1-^ I — — — — — — — — — — — — — J CASING END SEAL, 1'-0" RESTRAINED JOINT TYP EACH END TYP CASING INSULATORS SPACED PIPE IN CASING SEE NOTE OF 2 EVENLY - 4 MIN NOTE: pp'C CASING END SEAL SHALL BE A CUSTOM PULL -ON Pftm OR A WRAP -AROUND TYPE, MODEL CCES BY CASCADE WATER WORKS MFG. CO. c�R FILL ANNULAR SPACE WITH BLOWN -IN SAND, SEE TABLE I 16" CARRIER PIPE CASING INSULATOR, NON CENTERED, MODEL CCS SPACERS BY CASCADE WATER WORKS MFG. CO., RESTRAINED POSITIONING, WITH T-304 STAINLESS STEEL & RUNNERS OF GLASS -REINFORCED PLASTIC OR POLYMER 30" DIA ID STEEL CASING PIPE, 0.5" CASING THICKNESS CROSSING DRAWING NUMBER BEGINING STATION ENDING STATION CASING LENGTH CASING DIAMETER MIN THICKNESS ANNULAR FILL SR 515 01C-03 425+75.47 425+41.47 34' 30" ID 0.50" SAND CULVERT BENSON OIC-05 1+57.58 1+82.58 25' 30" ID 0.50" SAND ROAD CARRIER PIPE IN CASING DETAIL g SCALE: 1"=1'-0" VARIES CASING CARRIER 16"0 DI CLASS 52 W/ POLYWRAP. RESTRAINED JOINT PUSH -ON CONSTRUCTION NOTES: 8 INSTALL SHACKLE RODS PER RENTON STD DETAIL B0119 2 INSTALL MEGA LUG AT OUTBOARD END OF FITTING. TYP OINSTALL BLOCKING PER RENTON STD DETAIL B085 AND WSDOT 8-22 8 POLYWRAP ALL DI PIPE, TYP 5 BACKFILL TRENCH WITH CDF. CARRIER PIPE CONNECTION DETAIL SCALE: NONE 1C-03 NOTES: 1 MECHANICAL JOINT RESTRAINT FOR ALL DUCTILE IRON RJ FITTINGS AND VALVES SHALL BE MEGALUG SERIES 1100, SERIES 1116 FOR 16" MJ FITTINGS. SERIES 1112 FOR 12" MJ FITTINGS. CONC BLOCKING SHALL BE USED FOR REDUNDANT THRUST BLOCKING, RESTRAIN JOINT FOR PUSH ON DUCTILE IRON PIPE SHALL BE EGALUG SERIES 1700. SERIES 1716 FOR 16" DI PIPE. PROJECT MANAGER DRAWN J. EAST K. SCOTT J. EAST G. PIERSON yet. f-��� ``_ �` e�wlREs mm/ o 7„� CITY O1 RENTON Planning/Building/Public Works Dept. WATER LINE REALIGMENT BENSON ROAD AND 1-405 OVERPASS SPECIALDETAILS SINGS DESIGNED CHECKED p 1^ p^ FILENAME 01C-08.dwg SCALE I AS SHOWN 01 C-0S ISSUE DATE DESCRIPTION PROJECT NUMBERI C B A 1 2 3 GRIND 2" MIN - WIDTH AS wa REOD a RESTORE LANE MARKER RENTON STD DETAIL JDTH B103 12't LANE OVERLAY GRIND EX ULL WIDTH EXISTING / ROADWAY — f OVERLAY 77 9-04.2(1) '-1 12" MIN 6" CSTC 9-03.9(3) ® 95% ASTM D1557 MODIFIED PROCTOR EXIST CONCRETE ROAD SURFACE, t12" THICK (VERIFY) d=PIPE DIA PLUS 24" PAY WIDTH — 8" TOTAL FINISH THICKNESS, 2" MAX LIFT EA. LAYER —2- CLASS 1/2" PG70 HMA T6" CLASS 1/2" PG70 HMA - ,/r—EX WALK EX SO TRENCH BACKFILL WITH SELECT BORROW 9-03.14(2) ® 95% ASTM 01557 MODIFIED PROCTOR PIPE ZONE BEDDING WSDOT 9-03.12(3) PLACE IN 6" MAX LIFTS ABOVE AND BELOW PIPE COMPACT TO 92% OF MAX DENSITY MODIFIED PROCTOR ASTM: D-1557. FOUNDATION MATERIAL WSDOT 9-03.17, CLASS A GEO FABRIC BARRIER WSDOT 9-33.2 TABLE (3), 24" OVERLAP, TYR TYPICAL TRENCH SECTION SCALE: NONE VARIES HYDRO SEED ALL DISTURBED AREAS MAX PAY WIDTH - PIPE DIA + 3' lIl 1 —6" TOPSOIL TRENCH BACKFILL WITH SELECT BORROW 9-03.14(2) ® 85% ASTM D1557 MODIFIED PROCTOR 'o PIPE ZONE BEDDING WSDOT 9-03.12(3) PLACE IN 6" MAX LIFTS ABOVE AND BELOW PIPE COMPACT TO 92% OF MAX DENSITY MODIFIED PROCTOR ASTM: D-1557. BACKFILL WITH TRENCH STOABPACTED LIZATION MATERIAL I Illf 2' MIN OR AS ORDERED BY ENGINEER TO STABILIZE TRENCH BOT'70M IN OVERLY WET AND SOFT AREAS 2' MIN LAP rtT1_ FILTER FABRIC ALL AROUND TRENCH STABILIZATION MATERIAL, IF REO'D WSDOT 9-03.17, CLASS A TRENCH STABILIZATION ,- - VARIES GRIND FULL WIDTH a TO MATCH, TYR 4" TOTAL, MIN 2 LAYERS, 2" CLASS 1/2" PG70 ASPHALT LONGITUDINAL JOINT_ vv --v—vvvv _ SEAL (TYP) 9-042(1) ' EXISTING CEMENT TREATED SUBGRADE 12-18" THICK •••✓✓✓✓✓✓ (VERIFY) 6" CSTC 9-03.9(3) 12" ® 95% ASTM MIN D1557 MODIFIED PROCTOR TRENCH BACKFILL WITH SELECT BORROW 9-03.14(2) ® 95% ASTM D1557 MODIFIED PROCTOR —PIPE ZONE BEDDING WSDOT 9-03.12(3) PLACE IN 6" MAX LIFTS ABOVE AND BELOW PIPE COMPACT TO 92% OF MAX DENSITY MODIFIED PROCTOR ASTM: D-1557. N FOUNDATION MATERIAL WSDOT 9-03.17, CLASS A d=PIPE DIA GEO FABRIC BARRIER WSDOT 9-33.2 PLUS 24" TABLE (3) 24" OVERLAP, TYR PAY WIDTH TYPICAL TRENCH SECTION WITHIN SAM'S CLUB EASEMENT SCALE: NONE VARIES a a c�+ 2" HMA OVERLAY EXISTING SIMILAR 6" HMA ROADWAY R NCDUT AND / EX WALK =III—_ vvvvvvvv —III O°vvv (4) 2" LIFTS (= ° ° ° v vvovv vvvvvvv o -° °° 8" TOTAL �— >ZATCH„ > EX SD M CH 12" ASPHALT 7ORPT III - � EXISTING DEPTH WHICHEVER IS GREATER' 6" CSTC 9-03.9(3) ® 95% ASTM D1557 MODIFIED z EX 54" CMP ARCHED PROCTOR 5 1 CULVERT, SEEa O N 02C-03 CDF BACKFILL W IN CASING, SEE PIPE ZONE BEDDING WSDOT 9-03.12(3) 1.' PLACE IN 6" MAX LIFTS ABOVE AND BELOW 1C-08 PIPE COMPACT TO 92% OF MAX DENSITY MODIFIED PROCTOR ASTM: D-1557. < FOUNDATION MATERIAL laiRm—WSDOT 9-03.17, d=PIPE DIA CLASS A PLUS 24" GEO FABRIC BARRIER WSDOT 9-33.2 PAY WIDTH TABLE (3) 24" OVERLAP, TYR CULVERT CROSSING TRENCH SECTION - VARIES SURFACE- IMPROVEMENTS REMOVAL AND RESTORATION SCHEDULE SYMBOL EXISTING SURFACE REMOVAL RESTORATION REMARKS 1 PROVIDE ACP PATCH TO MATCH EXISTING. OA 6"t ACP PAVEMENT AND SAW CUT, REMOVE AND SEE _ GRIND SURFACE PRIOR TO PLACEMENT CONC SUBGRADE DISPOSE OF FINAL OVERLAY. O 4"t ACP PAVEMENT SAW CUT, REMOVE AND DISPOSE 2 SEE _ OGRASS AREAS REPLACE WITH NATIVE SEE Op CULVERT CROSSING SAWCUT, REMOVE AND SEE (TYP)BACKFILL PROFORVIDE TEMP BYPASS 5 EX STREAM FLOW DISPOSE 2C-03 CONSTRUCTION NOTES: O1 CULVERT REPAIR CONTINGENCY - CONTRACTOR SHALL EXPOSE AND VERIFY THE CONDITION OF THE EXISTING STORM DRAIN CULVERT AT THE CROSSING LOCATION PRIOR TO THE START OF ANY PIPELINE INSTALLATION OR CROSSING WORK. VERIFY ALL EXISTING DIMENSIONS, INCLUDING CULVERT RISE, SPAN, GAUGE, INVERT ELEVATION AND PIPE CONDITION. PRIOR TO THE START OF ANY CROSSING WORK THE CONTRACTOR SHALL MAKE AVAILABLE, AND HAVE READY A 20 FOOT LONG (MIN) REPAIR SECTION TO MATCH THE EXISTING CULVERT INCLUDING ANY REQUIRED COUPLERS, BANDS, AND APPURTENANCES FOR A COMPLETE AND FUNCTIONAL REPAIR. THE DECISION TO PERFORM THE CULVERT REPAIR SHALL BE AT THE SOLE DISCRETION OF THE OWNER. ` ` DR °""" PROJECT MANAGER DRAWN J. EAST K. SCOTT J. EAST RY C•-P R * �oq A w,, ° 11 !� ExPIRE4 D1/11/ CITY OF RENTON o Planning/Building/Public Works Dept. WATER LINE REALIGMENT BENSON ROAD AND 1-405 OVERPASS TRENCH, BACKFILL AND PAVEMENT RESTORATION DESIGNED CHECKEDG. PIERSON 2" FILENAME 01 C-09.dwg SHEET _ SCALE NONE 0 1 C-09 ISSUE DATE DESCRIPTION PROJECT NUMBERI C B A EROSION AND SEDIMENT CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED BY THE ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) AND INSPECTED BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS. DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.. RELOCATION OF DITCHES AND ADDITIONAL, CHECK DAMS, STRAW BALE BARRIERS, MULCHNG, AND SILT FENCES, ETC.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.) B. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION AS DETERMINED BY THE ENGINEER, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING, THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A 2—INCH MINIMUM THICKNESS. STRAW MULCH SHALL NOT BE USED IN WETLANDS OR WETLAND BUFFERS. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1). ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ENGINEER. THE ENGINEER CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 15. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL STANDARDS IN APPENDIX D OF THE 1992 ECOLOGY STORMWATER MANUAL. RECOMMENDED CONSTRUCTION SEQUENCE: 1. HOLD THE PRE —CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. THE ENGINEER MUST APPROVE CLEARING LIMIT FENCE CONSTRUCTION ACTIVITIES. 3. INSTALL CATCH BASIN PROTECTION. 4. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 5. CONSTRUCT SEDIMENT PONDS AND TRAPS. 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC) CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH DOE 1992 STORMWATER MAI AND MANUFACTURER'S RECOMMENDATIONS. B. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE C( EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE JURISDICTIONS' E1 REQUIREMENTS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE E DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETIN, 10. WITHIN SEVEN DAYS STABILIZE ALL AREAS THAT REACH FINAL GRADE. 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. GRADE DISTURBED AREAS TO MATCH LOCAL CONTOURS. REVEGETATE ACCORDING TO PLAN SEDIMENT PONDS AND OTHER EROSION CONTROL MEASURES ONLY AFTER VEGETATIVE COVE °a �a PROJECT MANAGER DRAWN J. EAST _ K. SCOTT J. EAST _ G. PIERSON RY CF ;�N °' �1 4 A "C�, ep°° �` O CITY OF RE 1 �1�T T O N Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES DESIGNED CHECKED 2" FILENAME 02C-01 SHEET SCALE NONE O2C-01 ISSUE DATE DESCRIPTION I PROJECT NUMBER — 1 1 2 1 3 1 4 C m a v cO O N O r` a 3 N O U N v N E I1J C Y 3 r a () FOR SILT FENCE, SEE 02C' 03 FOR INLET PROTECTION, SEE 02C-03 � 405 . 3 �\ SILT FENCE ADJACENT TO WETLAND AREAS --- —1 r L J� �I LJI__ 1 CONSTRUCTION NOTES: OINSTALL TEMPORARY BYPASS FOR EXISTING STREAM FLOW AT CULVERT INLET TO EX STORM WATER VAULT AT WEST SIDE OF SR 515 PERG O2 02C-03 RESTORE AND RETURN FLOW TO CULVERT ONCE CROSSING WORK IS COMPLETE. O3 ALL SILT FENCING SHALL BE REMOVED AND AREA RESTORED IMMEDIATELY UPON COMPLETION OF WORK. OEXISTING WETLAND AREA, WATER SURFACE EL VARIES, APPROX 27.28t O HYDROSEED AND RESTORE ALL DISTURBED AREAS AS REQUIRED. 02C-03 _. - SSILT TAGING AREA ROUND A `NEw' t6" WATER.LINE .,cam STAGING AREA A .DR rYo,R PROJECT MANAGER DRAWN J. EAST K. SCOTT EtY C. E �w �! 7 emRrs mkt/ O CITY ®F R E 1 V T V 1 �1 Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN DESIGNED J. EAST CHECKED G. PIERSON p �^ 2" FILENAME 02C-02 -- SCALE 1-=40' O2C'OZ ISSUE DATE DESCRIPTION PROJECT NUMBER - C B A 2 3 4 r f a O r O N O r O IL v ri O U 0 co to to 79 QE W y 3 a 11 EXTRA POST LENGTH FOR FLAGGING USED IN SENSITIVE AREAS (WETLANDS) AS SHOWN ON PLANS FILTER FABRIC MATERIAL) DISTURBED SIDE SLOPE BACKFILL TRENCH W/ NATIVE SOIL OR e 3/4"-1.5 WASHED GRAVEL q• i� SILT FENCE SECTION A -A NOTES: 1. INSTALL THE SILT FENCE FIRST. AFTER THE SILT FENCE HAS BEEN INSTALLED, CONSTRUCT BERM AND TRENCH. 2. ORANGE PLASTIC CONSTRUCTION FENCE MAY BE PLACED ON THE FRONT SIDE OF SILT FENCE AND STAPLED TO POSTS AS AN ALTERNATIVE FOR CONSTRUCTION FLAGGING. ATTACH CONSTRUCTION FLAGGING IN SENSITIVE AREAS AS INDICATED ON THE PLANS --\ T WIRE RINGS (TYPICAL) FILTER FABRIC MATERIAL TYPE 1 _ milli' �1■■■ O I::::II - 2"x4"x14 GAUGE WELDED WIRE FABRIC OR EQUAL STEEL T4 OR 2x4 WOOD POSTS, 6' OC SILT FENCE DETAIL J SCALE: NITS VARIES I_ 5-0" MIN 1-0" MIN w 3 Z:�/1z N z:W �I V) J z u 0 0 Z 0iG trl w1U wi0 � I U FOR SILT FENCE INSTALLATION, SEE R SILT FENCE LOCATION ADJACENT TO WATERWAYS VARIES It w �i V-0" MIN i ASPHALT PAVEMENT (ROAD) = p i i GRASSY AREA m Y w Q 3 i (SEE PLAN) i,_, Up ; p i Z i V) U i , Z N i W i -1U ~ i 3ia w i jp jp 0 i i ZO U i i �m CL Lu w w w� I 0 V CD N xlm I Li N UO I flli_ CONTRACTOR TO LOCATE, POTHOLE AND PROTECT ALL EX SILT FENCE LOCATION UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES ADJACENT TO ROAD VARIES I` TEMP STREAM FLOW BYPASS P TEMP DAM AT CULVERT INLET PLAN L SAND BAGS llli_ SECTION TEMPORARY DAM VARIES CATCH BASIN \ FRONT VIEW CATCH BASIN STORM PIPE INLET GRATE SUSPENSION CORD/RODS OVERFLOW I — FILTER FABRIC SACK REBAR IN HEM )R BAG REMOVAL "x2"x3/4" RUBBER ESTRAINT BLOCKS KPANSION RESTRAINT E FILTER FABRIC SACK SIDE VIEW NOTES: 1. RECESSED CURB INLET MUST BE BLOCKED WHEN USING FILTER FABRIC SACK. 2. SIZE OF SACK TO BE DETERMINED BY MANUFACTURER TO SUIT INLET. 3. INSTALL BAGS WITHOUT GAPS AT INLET GRATE. INLET SEDIMENT PROTECTION NTS NEW 16" DI EXISTING 54" ARCH "2.'.IN STREAM FLOW CULVERT PIPE BYPASS SYSTEM PLAN VIEW CULVERT REPAIR SECTION ALTERNATE CULVERT REPAIR r VARIES PROJECT MANAGER DRAWN J. EAST K. SCO17 FRo. C;Eas� =� °A CI$"� T _ 1, `� CITY OF RENT 0 N � � ; '`NTp Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS DESIGNED J. EAST CHECKED G. PIERSON FILENAME 02C-03 _- SCALE SHOWN 02C-03 ISSUE DATE DESCRIPTION PROJECT NUMBER I- C B A 2 3 4 GENERAL NOTES 1. REFER TO THE M.U.T.C.D.. 2003 EDITION AND THE DESIGN MANUAL, M 22-01. ENGLISH. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS" AND THE SPECIAL ' D 6 ONE LAN \ PROVISIONS. ROAD 6" D 2. LOCAL ACCESS INCLUDING PEDESTRIAN AND BICYCLE ACCESS MUST BE MAINTAINED AT ALL TIMES WHERE PRACTICAL. AHEAD 6" D 3. A MINIMUM OF 11—FOOT LANES SHALL BE UTILIZED FOR ALL TRAFFIC DETOURS. 4. SEE THE DRAWINGS FOR LANE CLOSURE AND DETOUR TIME RESTRICTIONS. W20-4 5. ANY NIGHTTIME WORK MUST BE APPROVED BY EACH LOCAL GOVERNING AGENCY. APPLICATION FOR A LOCAL ORDINANCE VARIANCE FOR NIGHT WORK MUST BE IN WRITING TO THE APPROPRIATE GOVERNMENT AGENCY. (APPLICATION FOR VARIANCE -1E. WILL BE MADE BY OWNER. SEE SPECIFICATIONS) ROAD 6" D 6. WHEN FLAGGERS ARE NECESSARY FOR NIGHTTIME CONSTRUCTION ACTIVITIES, ALWAYS ILLUMINATE THE FLAGGER STATIONS. CONSTRUCTO 6" D 7. IN TEMPORARY TRAFFIC CONTROL ZONES, PERMANENT TRAFFIC CONTROL DEVICES INCONSISTENT WITH INTENDED TRAVEL AHEAD 6" D PATHS SHALL BE REMOVED OR COVERED. FOR THE DURATION AS NEEDED. 8. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER NEEDED. IN THOSE AREAS WHERE TRAFFIC LANES ARE TO BE REOPENED TO TRAFFIC AT THE END OF EACH WORKING DAY, TRAFFIC CONTROL DEVICES INCONSISTENT WITH INTENDED TRAVEL PATHS SHOULD BE REMOVED OR COVERED. WHEN W20-1 WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TEMPORARY TRAFFIC CONTROL DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE REMOVED OR COVERED. 9. SIGNS MOUNTED ON BARRICADES AND BARRICADE/SIGN COMBINATIONS SHALL BE CRASHWORTHY. `�s° 10. TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PROPERLY MAINTAINED FOR CLEANLINESS, VISIBILITY, AND CORRECT ELAISGER 6" D POSITIONING. SIGNS THAT HAVE LOST SIGNIFICANT LEGIBILITY AND DEVICES THAT HAVE LOST THEIR INTEGRITY SHALL BE AHEAD PROMPTLY REPLACED. 6" D 11. GROUND MOUNTED SIGNS MAY BE MOUNTED ON PORTABLE AND TEMPORARY MOUNTINGS. 12. ALL TRAFFIC SIGNS SHALL BE BLACK ON ORANGE EXCEPT THOSE WHICH ARE BLACK ON WHITE AS INDICATED IN THE W20-7 PLANS. 13. ALL SIGN FACE AND BARRICADE FACE MATERIAL SHALL BE RETRO REFLECTIVE AND/OR ILLUMINATED TO SHOW THE SAME SHAPE AND SIMILAR COLOR BY BOTH DAY AND NIGHT. C001N 14. CHANNELIZING DEVICES IN PLACE DURING NIGHTTIME OPERATIONS WILL REQUIRE STEADY BURNING WARNING LIGHTS, TYPE C ST" D AS OUTLINED IN THE M.U.T.C.D., 2003 EDITION. PLAT6" D 15. ADDITIONAL WORK ZONE AREAS WHERE TRAFFIC IS SHIFTED BEYOND THE EXISTING PAVEMENT WILL REQUIRE THE PLACEMENT OF A 3" (.25 FOOT) COMPACTED DEPTH MINIMUM LAYER OF CRUSHED SURFACING BASE COURSE. THE ROA6" D SURFACE SHALL BE SMOOTH, FREE OF RUTS. 16. ALL SIGN PLACEMENTS SHOWN ARE APPROXIMATE. SIGN PLACEMENT & SPACING MUST CONFORM TO M.U.T.C.O., CURRENT LY WHEN APPLICABLE EDITION. 19. THIS TRAFFIC CONTROL PLAN IS GENERAL IN NATURE. A COMPLETE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THEJURISDICTION HAVING AUTHORITY BY THE CONTRACTOR FOR APPROVAL A MINIMUM OF 14 DAYS PROIR TO THE START OFANY WORK. 1?9 36" DETOUR 1 6" D 36" 6 6" D UTILITY 364 6" D M4-9L W1-4L CLOSED WORK 6" D 36" E � AHEAD 6" D USE ALTERNATE 6•'c DETOUR 6' D 76 tee, ENTRANCE 6" D 36" W20-3 60" 6" D F11-3a M4-9R CLOSED 6" C 3 0 DETOUR 'A 6" USE ALTERNATE 6" C MPH 6" ° EXIT 6" EXPECT DELAYS 6" XXX-> x 36" 60" R11-3b 6" D UTLITY CONSTRUCTION 6" 30" M4-9 ROAD MO/DAY - WDAY 6" m SIDEWALK SPECIAL CLOSED CLOSED DETOUR Li Li ns.a TYPE III BARRICADE M4-9b <#> END CONSTRUCTION a14-2r �� ... Eml—ring, Inc. R9L9 r PPCJECT MANAGER DRAWN J. EAST K. SCOTT F�YF ;gE s .La "� 0371 w ' E)RRES. 01/11/ CITY OF RENT 0 N Planning/Building/Public Works Dept. WATER LINE REALIGNMENT BENSON ROAD AND 1-405 OVERPASS TRAFFIC CONTROL SIGN SPECIFICATIONS AND NOTES - DESIGNED J. EAST CHECKED G. PIERSON ET p 1•• 2^ FILENAME 03C-01.dwg F03C-011 SCALE NONE ISSUE DATE DESCRIPTION PEO SECT 1 UMBER C 3 4 BUFFER DATA BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 LENGTH (feet) - - - 170 220 280 335 PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R VEHICLE TYPICAL TYPE VEHICLE LOADED WEIGHT (LBS) POSTED SPEED (mph) STATIONARY OPERATION (feet) 4 YARD DUMP TRUCK 24,000 100 50-55 75 45 50 2 TON CARGO TRUCK 15,000 150 50-55 120 45 75 1 TON CARGO TRUCK 10,000 200 50-55 45 150 100 ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT W3-5A (WHEN APPLICABLE) Z W4-2r W 1 -4L 1 C W3-5A W20-1 131 25 MPH ROAD 2 5 SPEED ZONE WORK MPH AHEAD— — —AHEAD L ---- --` L/2 X -- r F -- _F �F - — - - r_. - -- LAGGED / 16" WATERLINE 0 0 I h I rn SR 515 W20-1 LEGEND ® SIGN LOCATION -PORTABLE MOUNT SIGN LOCATION -TRIPOD MOUNT SEQUENTIAL ARROW SIGN TEMPORARY TRAFFIC CONTROL DEVICES FLAGGER WORK ZONE SEQUENTIAL ARROW BOARD MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH 25 (feet) 30 35 Posted Speed (mph) 40 45 50 55 10 105 150 205 270 450 500 550 11 115 1 165 1 225 295 495 550 605 12 125 180 245 320 540 600 660 R4-7b B/W (TWO SIGNS) G20-2a KEEP END ROAD WORKI ON RIGHT SIGN SPACING = X (FEET) Rural Roads 45/55 MPH 500'+- Urban Arterials 35/40 MPH 350'+- Urban Streets Residential Areas & 25/30 MPH 200'+- Business Districts All signs ore black on orange unless otherwise designated. W1-4R CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50 60 40 80 35/45 30 60 25/30 20 40 + APO* -IIIIIIIIIIIIIIIIIIIIIIIIN 1 J- o o m n In n W3-5A — — -- NOTES 1. FOR LONG-TERM PROJECTS, CONFLICTING PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED OR OBLITERATED AS SOON AS PRACTICABLE. TEMPORARY MARKINGS SHALL BE USED AS NECESSARY AND SIGNS MAY BE PORTABLE OR TEMPORARY MOUNTED. 2. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCD) SHALL BE USED TO MARK CHANNELIZING DEVICES AT NIGHT AS NEEDED. 3. CONTRACTOR TO CALL -IN LOCATES AND VERIFY LOCATION OF ALL EXISTING FIBER OPTIC, POWER AND OTHER UTILITIES PRIOR TO INSTALLING ANY POST MOUNTED SIGNAGE BEHIND BACK OF WALKWAY. G20-2a ?ROJECT MANAGER DRAWN DESIGNED J. EAST K. SCOTT J. EAST FRop :.a WATER LINE REALIGNMENT I BENSON ROAD AND 1-405 OVERPASS �� O CITY OF RENTON GENERIC TRAFFIC CONTROL PLAN 40 11.. Off' I `°•?`') T Planning/Building/Public Works Dept. D 1•' -ENAME 03C-02.dw9F03C-02 EZPIRE3 01/11/DESCRIPTION SCALE 1"=20' CHECKED G. PIERSON MOR EnB^e�rl,q. bc. _ _ PROJECT NUMBER 03C-02 A CITY OF RENTON TRANSPORTATION SYSTEMS - TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: moo-*-' Co as -r APPL. DATE: ADDRESS: 700 Ave- PERMIT#: 0010t-l-1 n PHONE#: CONSTRUCTION SUPERINTENDENT: ,`orS MOB./CELL:# 2-51"3?7 -2 7 4 PROJECT NAME: FIc.Nso,4 kc> wa a A_Lt se R.eccx_p-r FAX#: PROJECT LOCATION: T4t_60 RD N/E/S/W OF: 4. 30 awt to fj,. Do PNt WORK TIME: t - C>-1 ro l 1 <<i o? APPROVED BY: WORK DATE: APPROVAL DATE: NOTES: 1. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: '2ec 4-t-•t -G K E+] Pt__4 a SKETCH 0 I have been informed of my responsibilities for traffic control and agree to com T Llfic regulations of the City of Renton. SIGNATURE: TE: IS-1 % I, ` `� � 0*1 W Cam' , representing C�c c_.�t.a ; t C o.�STlts�CT �JnS agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. D.O.B. 4- "1- ce HOME ADDRESS: t ti e-( z a ty'3 r C>2 4 1 K.L(�p w,LI. WORK ADDRESS: S#: 5P-(-8�q1cl t 58360 WORK PHONE: 2-5'3 37'7-4"2S-L HOME PHONE: COLOR EYES:N;-� WEIGHT: 030 HEIGHT: S- COLOR HAIR: W'y WASHINGTON STATE DRIVERS LICENSE NUMB datacenter/pw/trafcontroM n y e , J y r ww 4 • a � -��`/ !"'` a• �: �"' / « II � � _ s:' tom__ .".�;� `� ' -art �`- / _ ^� ! � •�"• -�:^- \ � r tp i# Cap im I 7 _1 tfi � ; '�.A.'h:� .�. j 1, r..1 �k, ^;,A'",. y. ,.ti� � �, �/i��' � - � _ .rY_--✓•A. �r • \�l, ' � _ •—``~ fir,.,] � , :,. ; "' e • in -'fir � � : +s,'�?� % '`._%�'. ' � C� Y . �C. `t ti.. * �. �( ,y ;' �'. T _ _ L +1• ,+�`_,C..y�'�•d r Vw r i.,� � ! .�,g� � ��c i�" � � :+' \. �, [ - i''�al T�� 2 a , � r .. �� ii;{ I ,. �. „y��c `��. r • .`' 4+�x � s. t,T �i�': bx „4". \\ ., } •, •t_ ti �v<;. h ��At p. -T--ai b '1.[ 7�'., :�� •,��1. �� 17yiA;n �� �' ,� -\ e� \\ 7 i. lf.+♦'�• 44, Nw- 'Y+, -•'f:� .��.. .�r*) jam. i ^: c \\.+� }` e /lo 2� It - �- � 1. r Tom! � �y •'%,. � �: �:._ - - a,,ii --- --- * fit, A � ! .�� ;� �� �. � '� i - •�,cq•Q, 7r � •��. � � ���,� � � \ ,y. - i a CITY OF RENTON TRANSPORTATION SYSTEMS - TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: CfC( &kr Z g,c1P_ APPL. DATE: i(,, -G4 —C-1 ADDRESS: --�CrG 94-e-v- PERMIT#: PHONE#: y ZS - 2 0 { - Gy G`7 CONSTRUCTION SUPERINTENDENT: °3 �w.t MOB./CELL:# 253 - 3? -) -ZS(c(, PROJECT NAME: U) 4-r62C ? FAX#: %47,r - Zoq ' C7-s C01 PROJECT LOCATION: T S �OF: I t V ►�-�- WORK TIME:_ e• *3 of+� ! 3 :3 P H APPROVED BY: J u'-t C:- � �Ckll„✓�� WORK DATE: / C) - I - C, — I - I - O ] APPROVAL DATE: 10 - 0 4 -0 % NOTES: 1. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: �_ t=iT� G i t E S d.1J (-jam pLA• K-Y IoJ �lZ-- S(y,►� SKETCH I have been informed 0 ff my responsibilities for traffic control and agree to comply with a traffic regulations of the City of Renton. SIGNATURE: DATE: representing C agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Unifonn Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME:5.� D.O.B. HOME ADDRESS: WORK ADDRESS: WORK PHONE:ZC� ?— 3-7 7 - ? 31`—S HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: datacenter/pw/t ra fctnn rol/bh BUFFER DATA BUFFER SPACE : B SPEED RRPH1 2S 1 30 1 35 1 40 45 SO SS LENGTH ff«t) Ss ES 120 170 220 , 335 PROTECTWE VEHK:LE ROLL AREAD DISTANCE • R VEHICLE TY►1CAL vEMCLE POSTED STATIONARY TYPE LOADED WEIGHT SPEED OPERATION fLOS) Wqh) IfW) 4 YARD 24,000 so TS DUMP TRUCK 45 so 2 To" 1S,OM 50 100 ARM TRUCK 4S 1 TS 1 10N I ARM TRUCA 10 000 SO , b0 ROLL ANEAO STOPPtr1G DISTANCE ASSUMES DRY PAVEMENT ROAD ■ORl END G20-2A SIGN SPACING = X (FEET) Rural Roads 45/55 MPH 500'* Urbon Arter)ols 35/40 MPH 350'+- Rural Roods Urban Streets 25/30 MPH 200'+- Residential Areas & Business Districts All signs ore black on orange unless otherwise designot8%. CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/55 40 80 35/4S 30 60 25/30 20 40 MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 10 105 150 205 270 450 500 550 11 115 165 1 225 29S 495 550 605 12 125 tea 245 320 540 600 660 WI-4R R4-7b W (TWOB/SIGNS) KEEP gr RI� W20-1 ROAD WORK ANE AC W20-5MOD IIIFR LMK aosEO 500' MAX. 0 TAPER I I�,I TAPER �J -- ------------------- -- ------- -------- -- ----`11`------- -- - - -- ------------ 0 �----- • - b--e-b'-b"-s--a--e--o--�-b--9-o -o-'_o--o--o--o--o--o-�-e--a .o-�--Ar-q s---e--o- -6-0----- ---- -- --- ® -d •0- a_ .p_ a_ O _ { _ _ _ _ _ AI _ _� _ _ _ _ _ _ _ +� _ _ _ q X n X u X L L MIN. L/2 R� L/2 L/2 n 500' Max. ROAD I EHO G20-2A WORK RDAD WORK ��� D' SIN AHEAD Ilw AK DISPLAYS ��% � i C W20-1 AHEAD W4-2L WI-4L PCMS NOTES W20-5R 1 2 1. EXTEND TAPER ACROSS SHOULDER. Ao� 15213 LEGEND CENTER LIMITED 2. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH ass of ® SIGN LOCATION -PORTABLE MOUNT CLOSED TURNING BUSINESS WITHIN WORK AREA LIMITS. /ONAL 6 p SIGN LOCATION -TRIPOD MOUNT 1.5 SEC 1.5 SEC 3. IF THE LALE SS) USIGN WI SHIFT IS SHORT AND I D ALI EU OF SHARP CURVES wl4. VESEXPIRES NOVEMBER 23 2M3 Field locate after lost Intersection RIGHT LANE CLOSURE GCD SEOUENT I AL ARROW SIGN In advance of lane closure. WITH LANE SHIFT FIVE LANE ROADWAY o 0 o TEMPORARY TRAFFIC CONTROL DEVICES STANDARD PLAN K-19 PROTECTIVE VEHICLE WITH TRUCK SHEET OF SHEET MOUNTED ATTENUATOR ADOPTED ( WHEN SPECIFIED IN CONTRACT) CITY OF RENTON CMS PORTABLE CHANGEABLE MESSAGE SIGN ,,,� „�,,,,,,,,,,,,,,,.�,.,,,�.. G nJn STANDARD PLANS (WHEN SPECIFIED IN CONTRACT)- 'Q� NxO� LAST DATE: 12/20/2002 SP PAGE K019 +11 representing C agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME:5:� �•� HOME ADDRESS: WORK ADDRESS: WORK PHONE: 0� �- 3rl '7 ` 2 Y:' & HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: d atacenter/pw/t ra Fcon t rol/hh T I -- G t`IEP.ALr.�TES — -- -s I• REFER. TC THE M U.T C D.. 2003 EDIT!OA; JD I'-EDESIGN---_— OF TRANSPOPT4TI N AND •WASHI.NGTON A E MANUAL M Z T EN,,LE-, ` L, -- - PPOVISIONS -OEPARTM NT OFSTANDARD FLANS'LOCAI ACCESS INC_u0.M= TcDESIRIAeI AIJp BIC'`CLE ACCESS MUST 9� MAINTAiNED AT r 11ONELAN - 3 A MINIMUM OF 1 I FGOT LANE SH1L BE UTILIZED, FOR ALL 7RA FIC CETOURS. - AHEAD L 4- SEE SEE THE CRAWIL: S FOR LA CLOSITP.E ANO DETOUR TIME ES FI ICN5. - 5 ANY Nl0"TTiT-E WORK MUST BL APPROVED SY EACH LOCAL CCl/ERtvN' - 1'.A?iAll FOR FNGhT WORK M ST L4E IN W?PING TO THE F.°PKOrRIATE -�A°PUCATION FOR A LOCAL OPOINE GOVECY _ _ WILL 5c MACE-EY OWNER. S_E $'E0#1--ATI-INS) RNMENT AGENCY. (APPLICATION FOR VAFw .:.. _ _ . WHEN FLAGCERS ARE N '_$SJ,Rr' FOR NIGHTTIME CSNSTRJCT;ON ACTNI'r_'S, WAYS ILLUMINATE -HE FLAGGED c ROAD ' D \6- 7. S-A'IDNS. !h TCMF RARY TP,A. IC CONTROL 'CUES. ? RMANENT TRA rIC CO,,-Ti- CEtT_.S INCONSETENT WITH INTENDED TRAVEL PATH; SHALL rTF. ZfMCUF0 OR COVFREO, FGR THE Dt)RATION UONSTPUCTIuF D AS NEEDED B A:._ 'EM'iiCA Y 7R. ;FT1( ALL . CONTROL DEvl(,E_ SHALL BE REMOVED AS SOON NEEDED.I!! THC'SG ANFAD 6' D AS PRACTICAL WHEN THEY APE NO-LCIN�ER An AS Yn1EkE TRAFFIC LANES AR'- TO BE PEOPENrD TO TRAFFIC AT THE END, 0 EACH 'NOP.KING - CRY, Tr+1, FI! CON'ROI DEVICES INCONSIS'Eh WITH INTENDED TRAVEL PATHS SHOULD EE RE6IDVED OF CO'✓<RED. .WHEN A`K IMPENDED FOR o1fOFi Ft. nI0D5 O- TIME. TEMPORARY TRA:-rIC CGWTROL - aFPRO RMTE SHAL BC RES.iOVY.1 OR COVERED DEVICES TrWT ARE NO LONGER,. W2.0- I .SIGNS MOUNTED ON BARRICADES AND BARRICADE/SIGNCOMEINAP.DNS SHALL - BE CPASHWO•tTHY :0 POSITIONING TEMPORARY TFAFFF COi .?OD, D ✓Ir r- SHALL BE PROPEP.LY MAINTALNED FOR CLEANLINESS, HAT 4 V15I511ITY AND CORRECT NAVE L1 lT SGNIfl: A47 LEGIBILITY AND OElry: ES TNAi HAVE LOST PROMPTLY REPSLM_EL r- rLa.Cu RiEIR WTEGR:TY g4,�.0 P_ Eli 5" D 11, GROUND MOUNTED SIGNS MAY BE MOUNTED ON PORTABLE AND TEMi-ORARY •L! - 5• p _ eA�.)'JM1if.NGS: - 12. ALL TRAFFIC SIGNS SHALL 8E BLACK Ofi ORANGE "CEPT THOSE WHICH P! ANC: ARE BLACK ON 'WHITE AS INDICATED IN T'.-�,_ 13.. ALL SIGN FACE AND TiARRiCAOE FACE MATERIAL $,HALL. BE RErRO REFLECTIVE ANOj OR IL LUTAItJA7E0. TO SHOW 7aE - SHAPE -40 SIMILAR COLOR -I 60FH DAY ANC NYGHT.:. ... RA T - . '14 CHANNELI_.ING CEVTCES IN PLACE DURING NIGHTi7ME OPERATkONS WI;L REQUIRE STEADY B'JktiI:JG - AS OUTLINED 'N THE M UT,-C,p_, ZOOS r N W4RNING 1JGHTS, TYPE C ,,,^• 15. ALYJfiION.iL WORK ZONE AREAS WHERE TRAFFIC IS-SHITE7 BEYOND THE EXISTING PA`✓EM ENi WILL REQUIRE<PL'ATE PLACEMENT OF A 3' (2S FOOT) COMRACTED DEPSHMINIMUAI L• 6' L - SURFACE St/411 BE SMOOTH• FREE OF RIPS. _- LAYER OF CRUSHED SURE SASE COI,RSE ,: '• ON -• D i6 ALL `'wN FL4CEMENTS SHOWN ARE APPROXfMA'C. SIGN PLACEMENT do SPACING MOST 4AY -' CONFORM T. O M,UTCD.CURRE1:i- 13 HIS TRAFFIC CONTROL FLAN IS GENERAL IN NATURE A COMr'LETE 1RAEFTC CONTR, JURISDICK. HAVWG AUTHORITY EY THECONTRACTOR FOR APP �'PLAN 5F1AL7. DE 5UBM,TTEO TO TINTAhY WORrt. ROVAL '-' t`IL�N APPLICABff A MINIMUM OF 14 DAYS PRJIr' TO THESTART ['M�H DETOUR b..i . 36 M4.9L s5• �a1- 41 CLOSED E• ,.: pETOUR e_ D ; USE: ALTERNATE �• c v 3�- ENTRANCE • c -E 6.. M4-9R a` F" CLOSED : DETOUR �. D K'-4R USE ALTERNATE c EXPECT DEEXIT UTILITY COc 6TFP ICTION h` n u4-e -- MO/DAY - hK?,DAY /�ROAD QCC�ryy �:... SPECIAL I CLQsGEJ - DETOUR iI JJ IYF'E IT EARPI.;ABL E d.�•� LLI (n 01 C U I END CONSTRUCTION 4i'4-ter C20-2a ")r UTUTY e WIOH? AHEA[> e' n W20-J e 0.PH � - _4 ffSD Ei:] _ J. EAST K SUCTT _FIERSC'J.�---- 1 WATER LINO: fRFA1_I'-I,'- T� J ���(-` \i BENSON ROAD AND 1-405 OVERPASS - �, i 1 TRAFFIC CONTROL �. SIGN SPECIFICATIONS AND NOTES �Rra4l�,Vra '•. itu - Ilk Ap 40, jr i iol LA fvb rim Ap or C�K Ilk lit - 14 tp ow -2t CITY OF RENTON TRANSPORTATION SYSTEMS - TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: ADDRESS: boo PA2te_ Ave CONSTRUCTION SUPERINTENDENT: k o('� aaaLn APPL. DATE: PERMIT#: 0010te4_ 1 PHONE#: ��s-2oc1-09fi MOB./CELL:# PROJECT NAME: w,5-Trt,LL ­3e FAX#: <4 t - try - Oct 5-1 PROJECT LOCATION: Ti%L6or F?CN WORK TIME: g:_30 A •M., .'AO i'• h'(_ APPROVED BY: C. • &e_so� WORK DATE: 10 1 -C7"1 TC-- 1 1 - 1(� - C 7 APPROVAL DATE: i 4 115 O 7 NOTES: 1. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: 5EG ATTAc.H Ep - S t; - Z F—d SZCr IJt 4JG 01F' •A i Lr, G 44 e.1.5 ►.S �c�..t 2 1 f,1lr 06 V tC,B S p.1G 1'N C-, , �. ►.� p T9�P l� R 1—� u C� µ — SKETCH I have been informed of my responsibilities for traffic control and agree to corn Zaffic regulations of the City of Renton. SIGNATURE: TE: 1$ -1 & cST I, \ (c � 0.4 t t- T , representing C oNST"C -r 1Q^J agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traff c Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B. `4-1-(- HOME ADDRESS WORK ADDRESS: k -i -( Z'a ('q '� S ; 02 ., r.i c% wry c 93 6 o WORK PHONE: 253 377 -Qr ZS�� HOME PHONE: COLOR EYES:N4-f- WEIGHT: (fO HEIGHT: 5-3 COLOR HAIR: f-W'y WASHINGTON STATE DRIVERS LICENSE NUMBER: datacenter/pw/trafcontrolft CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50155 40 80 35/45 30 60 25/30 20 40 SIGN SPACING = X (FEET) ROADWAY TYPE SPEED X RURAL ROADS 45/55 MPH 5001± URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS URBAN STREETS 25/30 MPH 200'± RESIDENTIAL AREAS & BUSINESS DISTRICTS ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. IN FEET 1/2 L _ I _ VMES EID L1NIi IN AIfW MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH POSTED SPEED LIMIT (MPH) (FEET) 25 30 35 40 45 50 55 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 12 1 125 180 245 320 540 600 660 L , BUFFER • • �' ] • • F f f O WORK AREA -' x x x L 12L 1 i L 1wFi. I I 1 2 4 6 TA-32 (MODIFIED) � I ROAD < > WORK RIE E CLOSED CLOSE AHEAD AHEAD AHEAD D<*> I W2d1 W2o-5(R) W2d5(L) W4-2(L) W4-2(R) O O O ® O WI-4(L) WI-4(R) ARROW BOARD ARROW BOARD © O ® O TYPICAL TRAFFIC CONTROL PLAN APPLICATION (FOUR -LANE ROAD / TWO-LANE CLOSURE) — _ SL Zr t >` fx .f �+aoN j y{ . - � .x .gyp,,-• - 1 , � _ j,� �y�J �I VON • 1 t� �� Q� � Ya �pOw Jw r- y ^ yUco _ a yid v i 'A � *.n. - � � � _ __ , _—.. _ ..---,—..r__.. _ • IL / r . � -'►" ,=#r� /�S�" "` .. _ � + - '� I .�,,'i . �.,�`+ .. �, •. ; •; �, .. r \ '.i -�. t • •,lam �,, � � ', r R CITY OF RENTON TRANSPORTATION SYSTEMS - TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: Cc>.4s T APPL. DATE: ADDRESS: 7-Ave_ PERMIT#: UO'lOtc{—I n PHONE#: '(z s- 2oa1-Ggfi CONSTRUCTION SUPERINTENDENT: ``°ri (� a.4JLT'r MOB./CELL:# 2n- 31 1 -2 7 (- 6 PROJECT NAME: ('x 4'-00 rZr> w&wrtrc-Lt.,4t FAX#: PROJECT LOCATION: ` &LVSoT i?C% S 08&v`-Of: a;%r F'_1 WORK TIME: g:30A•M: — C *,o0 APPROVEDBY: Jy�_4 G • &e_GCi Llt9 2� WORK DATE: 10-- 1 -01 TC:i 1 1 14-O 7 APPROVAL DATE: I (5 i E� 7 NOTES: 1. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: 2CC- 411Eac.a4612 ` S -L 1�_' SIGtJ►►JG ca�r� �� C I-#p.1�►���.1 1 D6Vtt iS S P.�-t'NU , a.�D T9"Pug SKETCH I have been informed of my responsibilities for traffic control and agree to corn a �regulations City of Renton. SIGNATURE: .TE: ]8-13-c7 1L.CQ'x 0*1 0E.T representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.20C through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. D.O.B. HOME ADDRESS: `� ` 2 �y �T 0(2-'7,tuCz wr> (�8360 WORK ADDRESS: WORK PHONE: 2 S3 HOME PHONE: COLOR EYES:Nq-�- WEIGHT: 03C' -HEIGHT:_, -- COLOR HAIR: IYZ'y WASHINGTON STATE DRIVERS LICENSE NUMBER: 8�1'r"JCEe386`74 datacenter/pw/trafcontro W h CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50I55 40 80 35/45 30 60 25/30 20 40 SIGN SPACING = X (FEET) ROADWAY TYPE SPEED X RURAL ROADS 45155 MPH 5001± URBAN ARTERIALS 35/40 MPH 350'+ RURAL ROADS URBAN STREETS 25/30 MPH 200'± RESIDENTIAL AREAS 8 BUSINESS DISTRICTS ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH POSTED SPEED LIMIT (MPH) (FEET) 25 30 35 40 45 50 55 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 12 125 180 245 320 540 600 660 4S IN FEET 1 2 L VARIES 1 2 L BUFFER L X S X 3 X 1 • F • 7 WORK AREA X X X L 1/2 L 1/2 L 100FT. 1 2 4 6 TA-32 (MODIFIED) ROAD RIGHT LANE ILTOSED WORK CLOSED CLOSED I S� I AHEAD AHEAD AHEAD W251 W2O5(R) W2D-5(L) W4-2(L) W4-2(R) W1-4(L) W1-4(R) ARROW BOARD ARROW BOARD O O ® O © O ® O TYPICAL TRAFFIC CONTROL PLAN APPLICATION (FOUR -LANE ROAD / TWO-LANE CLOSURE) (S=POSTED SPEED LIMIT IN MPH) too, _ look v RV Q m ifinfa - l 1 4 r y:. •r ' I Atfun 16 .tie .r . .I►•'.._... ,`w a .s �. ,. �.,...: �,� �.. � - ram• „r � I� ! �. 4� r 1 f-02M VvIt Ab mU) -71 a � rim It 0 ls+ I _ 1, •li � '♦ -•w .r •. _ a . e m m� v r1 �•, m��• i, r< a A I • • '��~ , I .. �� �w' * �� . � '' �., ; I � ,� j� , � ��'' -�� ` ` . � ', \ ��r�4 � ,fit . r - Y J 8! / 4.. �aaj' k. .•I}4,. , :t^ � a� ` f•"7. '� ��. � u '��i�F,*�•�' ��. ' �'{ � �"L • x i wt . . • T .dam � • ii+' 4e,'1.. ^}y-» '�. �¢ tr, I r .�..._ -� • fR _ a \V ,per