Anoka Solution 2022-2023 Construction The U.S. Highway 10/169 Project will reduce crashes and improve traffic operations. This will result in improved mobility and reliability for all users of the project corridor. ANOKA SOLUTION • 60,600 vehicles per day The City of Anoka continues to work closely • Principal Arterial moves regional freight; 3,300 heavy 1+ mile daily backups with MnDOT, Metropolitan Council, Anoka commercial vehicles from Fairoak Avenue County, and other partners to plan, design, • 1+ mile back-ups during peak hour and implement fiscally-responsible safety • 21 mph avg. peak hour speed (60 mph posted) Issues and operation improvements to benefit all Existing • 1,128 crashes (2 fatal) from 2006-2015 • Crash Rate 1.5x state average U.S. Highway 10/169 corridor users. • Segmented local network forces local highway trips e v Evening Backups n A o 0.43 miles r t e s v r i R u h m • 75% delay reduction T ?ÒA@ u • 57% crash reduction #:Qh R • 4.0 benefit-cost ratio )y BNSF Railway M i s )m • Accomodate 90,000 vehicles/day s i s s i p #:Qh • Local trips on local network p e 1.15 miles Results i A v R k Main St i a • Safe and reliable movement of goods v o Investment e r r i a F and services W Total Investment THURSTON AVE. All funding is GREENHAVEN RD. GREENHAVEN committed! COUNTRY CLUB GREEN HAVEN PKWY. 80M $ TH 10/ TH 169 GREEN HAVEN PKWY. CALVARY CEMETERY ANOKA TECHNICAL COLLEGE OAKWOOD CEMETERY . D R E IC V R WEST MAIN ST SERVICE RD. SE VISTA WAY 0 1 OAK ST. WEST HIGHWAY MAIN ST. TH 10/TH 169 WEST MAIN ST. GREEN AVE. TH 10/ TH 169 REED AVE. FAIROAK AVE. W CHURCH ST. MAIN ST. FOREST HILL CEMETERY JOHN WARD PARK C U FOREST AVE. T T E R S G KINGS ISLAND R O V E AV EAGLE BROOK AnokaHwy10.com E CAMPUS CHURCH - ANOKA U.S. Highway 10/169 Improvement Project Overview of Project Improvements LU ND MI BL NERAL D POND VD W C E V T DUNHAM DR Thurston Avenue/Cutters S L T B M D Key Outcomes I Pedestrian and Bicycle BURG N N RUM RIVER DR E O ELECTRONIC Grove Avenue Intersection R P A L RECOVERY L A P Q R O Connections U E RIVERDALE A N DR N NW R D I R B M Y L T A V S THURSTON AVE • Remove existing traffic signal and replace V D A E E MC CA • Eliminate delay and queuing NN • Provide new grade-separated crossings with grade-separated roundabout AVE of Highway 10/169TUNGSTEN ST NW at Thurston Avenue BNSF RAILWAY LANO DIAMOND AUTO interchange associated with existing EQUIPMENT and Fairoak Avenue with dedicated non- ANOKA SIGNS BY RSG RIVLYN AVE NW TECHNICAL North Side – Local Road COLLEGE MCKINLEY CIR motorized accommodations • Thurston Avenue interchange will be PLACERAVE MCK Circulation & Connection traffic signals depressed 4 feet and Highway 10/169 will be INLEY ST • Include dedicated non-motorized elevated 17 feet above existing elevation RAINIERAVE accommodations to all new and/or improved STEP • Green Haven Parkway service road local connections • Innovative roundabout-style interchange improvements 10 ST • Substantial crash reduction design, with highway bridged over Thurston LOGAN • New roadway west of Thurston Avenue SAINTFRANCIS BLVD * * ** * 169 * * Avenue G SERVICE RD providingAVE SHASTA access to Anoka Technical College R E CREATIVE KIDS E ACADEMYREGENCY N Highway Access • Multi-useHA trail provided on the west side of and setting up potential future extension as INN & SUITES BNSF Railway KENNEDY ST T V E H N 1ST NATIONAL P U a frontage road into Ramsey Management ThurstonK Avenue V BANK OF • Enhanced functional, I R W S ELK RIVER Y TA S W T AY O N VISTA • Only access points to Highway 10/169 will be * * OUTDOORS A operational, and safety * * G V * * R at Main Street/Greenhaven Road interchange E * E * E Fairoak Avenue * * * N and Thurston Avenue interchange * H * * A characteristics for local * V Intersection * EN * PK * * W * Y XKIMOST connecting roadways due * • Remove existing traffic signal and replace ZUNI ST * W GARFIELD ST * * * * * with an underpass (highway bridged over * * * * * * City of Anoka * * to extensions, roundabouts, * Fairoak Avenue) * * * * * * CALVARY * * * KWIK TRIP * CEMETERY * * * GREENHAVEN RD * * VALVOLINE * • Fairoak Avenue underpass will be depressed * * geometric improvements, INSTANT OIL * JEROME ST FERRY ST CHANGE * 4 feet and Highway 10/169 will be elevated Main Street/Greenhaven * 15 feet above existing elevation Road Interchange and other measures CUTTERS GROVE AVE FIRST MN BANK CUTTERS GROVE EUCLIDAVE APARTMENT LIBERTY ACTION'S VERNDALEAVE HOMES TITLE FISHING • Multi-use trail with boulevard provided on MASTERERSON • Replace existing Highway 10/169 bridge AMERICAN BRIGHTON ST STAFFING FRASER SOLUTIONS FAMILY west side of Fairoak Avenue, sidewalk with INSURANCE over Main Street/Greenhaven Road BETTER VALUE boulevard provided on east side S LIQUOR T • Greatly improved non- D A V T • Improve existing non-motorized L GREEN HAVEN E B COUNTRY CLUB A V E E EAGLE N CUTTERS LN O OAK ST accommodations along Main Street/ BROOK T CHURCH S CHURCH OFWHISPERING motorized connectivity, W * O LATTERPINE ASSISTED L * AVE FAIROAK Greenhaven Road CUTTERS GROVE AVE L DAY SAINTS LIVING E BAMBOO Y * WEST MAIN ST VILLAGE HONEST-1 * AUTO CARE SITE FOR SALE CULVER'S * * • Construct a new roundabout at the access, and safety SERVICE RD South Side – Local Road * Mississippi River * KFC GREEN HAVEN PKWY CUTTERS GROVE CIR SUPER AMERICA * PAWN westbound ramp terminal for improved * MARTIN ST Circulation & Connection AMERICA JJ AUTO SERVICE operations and safety RAINBOW PLAZA McDONALD'S LOM'S * * APARTMENTS TAX INSURANCE ANOKA FLATS WINGFIELDAVE GRACELIFE CHURCH * SOLUTIONS APARTMENTS TACO BELL HEALTH P * GREENHAVEN IN PARTNERS • W. Main Street extension will provideWOODLAND a OFFICE SUITES R E * • Construct a new roundabout at the GREENHAVEN SUBURBAN GREENHAVEN RD I R PARK * V * I * MEDICAL EQUIP E MARKETING D APARTMENTS COMBAT BRANCH AVE BRANCH R * * G CORP WRIGHT TIRE S continuous roadwayE from Main Street to * SPORTS eastbound ramp terminal for improved B D * L R U * PERKINS F Thurston Avenue;F Cutters Grove Avenue will * PLEASANT ST L operations and safety, and to accommodate N THE HAVEN * TO WB HIG D H * R W ON FAIROAK A W “T” into the service road and will be the N Y B * E 1 Main Street extension to the west V H 0 A IG H H W N A controlled stop E Y E 1 FAIROAK AVE 0 R TO G G RE EN HA Legend • Addition of sidewalk with boulevard on VE ! N RD I AY 10 HIGHW TO WB W. Main Street FERRY ST Concrete Barrier Railroad CHURCH ST 10 169 E B HIGH * * WAY 10 TO Bridge Retaining Walls FER SIGN RY S THE TIRE ZOO STATION INC. T Concrete Stormwater Ponds Y PINEWSKI'S O H BOARD SHOPS O D GRAY ST Landscaping R E V E TIENDA EL A V RINCONCITO MEXICANO T A BENTON ST S THE ECIG SHOP D Pavement E E R E SWEDISH O CELLECTRONIX R F CROWN BAKERY MAIN ST CLAY ST Shoulder JELLYBEAN ANOKA E PARK ST SHOPPING V AND JULIA'S WEST MAIN ST A CENTER R Sidewalk/Trail E T W R E O S P T E R AVE GREEN 0 300 D N Feet FAIROAK CT OU ST G L CUTTER ST A S CALHO Source: Anoka County, MnDOT, Nearmap Imagery C T UN ST AnokaHwy10.com U.S. Highway 10/169 Improvement Project Anoka HWY 10/169 Improvement Project Figure 2-2 Existing Traffic Conditions Vehicle Traffic Environmental Assessment August 2019 Issues GÃWX GöWX Between 2006 and 2015, over Increasing traffic demands 12,700 325 people were injured and 2 people died in crashes on this Highway 10/169 freeway ends at 16,600 segment of highway. Two other ve fatalities occurred in 2003. Fairoak Avenue; traffic volumes A n #:Qh to s PM Peak Hour Max not adequately served by traffic )m r u )y 54,400 h % Queue Length: signals at Fairoak Avenue and T 72,100 0.43 miles Thurston Avenue ^_^_ ^_ 10,200 Lack of local roadway connections 2011-2015 16,200 forces local trips onto highway BNSF Railway Crash Rate 2.15 ?ÒA@ Times Higher than R E % V Statewide Average* I #:Qh R Anoka M M 5,100 89,700 U I S R S I F S 3,100 PM Peak Hour Max 6,500 S e I r P r Queue Length: P ^_ VerndaleAve 2011-2015 y Outcomes I S R 5,100 1.15 miles ^_ t I Crash Rate 5.37 N V ^_ E R ^_^_ % Times Higher than • Excessive delay and queuing along 2,800 #:Qh Statewide Average* project corridor ^_ 60,600 20,700 e v A Legend k % ! a I 24,700 • High crash rates, particularly at o Fai r PM Peak Hour Queues (2017) 70,400 56,400 ^_ Private Driveway M 85,600 74,000 Fairoak Avenue and Thurston a Average in S ^_ Public Access t Avenue intersections W Maximum City Boundaries 26,700 30,000 X,XXX Existing (2017) AADT * For Comparable Intersection Type 17,700 X,XXX Future (2041) AADT 0 ¼ 32,000 Source: Anoka County, MnDOT, MnGeo, Nearmap Imagery Miles AADT = Annual Average Daily Traffic Map Document: \\arcserver1\GIS\ANOK\T44119364\ESRI\Maps\OpenHouse\119364_ExistingConditionsTraffic_8x11L.mxd | AM Date Saved:8:47:55 | 9/17/2019 Document: \\arcserver1\GIS\ANOK\T44119364\ESRI\Maps\OpenHouse\119364_ExistingConditionsTraffic_8x11L.mxd Map AnokaHwy10.com U.S.