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HomeMy WebLinkAbout2021-04-27 - Agendas - Final_CITY OF FAYETTEVILLE MEETING AGENDA ARKANSAS City Council Transportation Committee Tuesday, April 27, 2021 5:30 pm or Immediately Following Agenda Session NOTICE: THE TRANSPORTATION COMMITTEE WILL BE HELD VIRTUALLY WITH NO PHYSICAL LOCATION TO ATTEND VIDEO CONFERENCING BY ZOOM WILL BE USED FOR THIS MEETING. TO REGISTER FOR THE MEETING GO TO THIS LINK: Register Members: Matthew Petty, Chairperson; Sarah Bunch; Sonia Gutierrez; Holly Hertzberg City Staff: Chris Brown, City Engineer; Terry Gulley, Transportation Director Agenda: 1. Old Business: A. MISSION TRAIL/RAZORBACK GREENWAY BIKEWAY CONNECTOR: Review of plans for a bikeway connector between the Mission Trail and the Razorback Greenway. This project includes an improved on -street bikeway from Mission Blvd. along Rebecca Street to the existing signalized crossing of College, then along Trenton Blvd., Park Ave., and Prospect Street to provide safer and more comfortable access to Wilson Park and the Razorback Greenway. Conceptual plans are attached. 2. New Business: A. ROLLING HILLS DRIVE -COLLEGE AVE TO OLD MISSOURI ROAD: Review of conceptual design plans for improvements to Rolling Hills Drive. B. MORNINGSIDE DRIVE COST SHARE: Review of a proposed cost share with Park Meadows, LLC for paving on Morningside Drive. (Staff requests a recommendation from the Committee to the City Council on this item.) C. HIGHWAY 112 TRANSPORTATION ALTERNATIVES PROGRAM (TAP) GRANT (INFORMATIONAL ITEM): Review of a grant application for installation of a pedestrian tunnel under Highway 112 near Van Asche Drive. Application for this grant was approved by the City Council previously, but that application was not approved. Staff D. WEDINGTON DRIVE/1-49 INTERCHANGE SIDEPATH: Review of a request for payment to ArDOT for the cost of installation of sidepaths along Wedington Drive to complete trail connections through the Wedington Drive Interchange project. (Staff requests a recommendation from the Committee to the City Council on this item.) Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 E. UNIVERSITY OF ARKANSAS/CITY OF FAYETTEVILLE SIGN MAINTENANCE AGREEMENT AMENDMENT: Review of a proposed amendment to the Memorandum of Agreement between the City and the University of Arkansas regarding installation and maintenance of University branded street signs in the campus area. (Staff requests a recommendation from the Committee to the City Council on this item.) F. MIDTOWN CORRIDOR: Review of planned street improvements adjacent to the new Public Safety Campus on Porter Road and Deane Street, including the roundabout at the intersection of Porter and Deane. 3. Reports: A. Transportation Bond Program Update B. Transportation Division Workplan Update C. Bus Shelters/traffic calming update. 4. Adjourn r a� � U �� Poplar St l `°' y� v Mille t• SYca ore St Existing foot wide Shared -Use Paved Trail Niokaska Creek Trail t Q To Razorback a� A i, s t Greenway airview `p hfemonal Gardens viewpoint Dr. Sycamore_ tit Qj J Q N New 12 foot wide Shared Use L Paved Trail (South Side) o a v o V N V Y O U (a 4 3 `p Bryan <n. % N orth St North Street Emerson Ln. O • Roundabout'T akeside Dr. Q Rush Dr. 0 = Razorback- Mission Connector Jackson Dr. ¢a IL? On Street Bikeway (No Trail) U Woodlawn Dr. Prospect Street Prospect St 11■II■III..■11■II■1■■II■1■■,► Q '1 Wilson Park Rebecca Street Rockwood iri op,,,,r, , F 7% .. "I ■II■11■1■■..■11■II■..■11■11.. 1 �"ra►>r f$lv New 10 foot wide Shared Use s i � > Johnson St. Paved Trail (West Side) 5 cc Gunter St. 0 o Maple St 71 rs — 3 Maple Street i Washington � a Q Lafa ette St ss N c ..�.._: s 1 W E °i D Dickson St Dickson 5t S tj Sk Legend Proposed Mission Blvd. Trail and Street Improvements Existing Shared -Use Paved .I.■I� Trail Proposed Wilson Park On - Street Bikeway (No Trail) r1TV OF FAYETTEVILLE Mission Blvd. Trail - 1.5 Miles March 2021 r! ARKANSAS Wilson Park Bikeway - 1 Mile 0 0.125 0.25 0.5 Miles IVA161,KI64,IIIIM SHEET NO. DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES 3 PROSPECT STREET PLAN 4 PROSPECT STREET PLAN 5 PROSPECT -PARK PLAN 6 TRENTON BLVD PLAN 7 TRENTON BLVD PLAN 8 TRENTON BLVD PLAN 9 TRENTON BLVD PLAN 10 REBECCA ST PLAN 11 REBECCA ST PLAN 12 REBECCA ST PLAN 13 REBECCA ST PLAN 14 REBECCA ST PLAN 15 PIPE HANDRAIL DETAIL WILSON PARK BIKEWAY 2021 BIKE/STREET IMPROVEMENTS for the City of Fayetteville �v. P.: nl'ur .. rye •.:.lf .. - e 3$ PROJECT a,.,.. — E,=khuM� _ LOCATION _ .�. sr,n. 3 SZB .a, ........_. WILSON PARK �u = BIKE ROUTE _ _ y '- l - -a:r l a:ayorie Sr•ttl z`4 1._ P Nirch $ .`.. 1 `� us )1i1 i C Frr , �r #_ `a FH 196 rif e ate.: .. �A �.>>ercevr++� ` ...n _ •! � VICINITY MAP .47 1'1 SHEET 3 (A Q SHEET 4 SHEET 5 �% - t SHEET y O o SHEET 6 LOUISE ST SHEET 7 w SHEET 8 .AU " MAPLE ST 2 •r i1 t�q CITY OF r_ FAYETTEVILLE ' ARKANSAS www.fayetteville-ar.gov ENGINEERING DIVISION PHONE: (479) 575-8206 FAX NO: (479) 575-8202 113 W. MOUNTAIN STREET PROJECT: ENGR. No. 8126 APRIL 2021 i Know what's below. Call before you dig. LEGEND LINETYPES SYMBOLS EXISTING PROPOSED Waterline (size noted) Sanitary Sewer (size noted) Gas Line Underground Television Overhead Electric Underground Electric Underground Telephone Underground Cable Underground Fiber Optics Property Line Existing Line to be Abandoned Fence Storm Pipe Curb & Gutter Centedine Road Right of Way Utility Easement Drainage Easement Temporary Construction Easement Tree Protection Fencing Drain S-Sanitary Sewer Manhole (Exist.) Fire Hydrant Assembly (Exist.) Fire Hydrant Assembly (Prop.) OO Water Valve (Exist.) N Water Valve (Prop.) O Water Meter (Exist) ®wM Water Meter (Prop. O PP Power Pole O GM Gas Meter Tree ® TR Telephone Riser Storm Sewer Stucture w-12 W-12 S-8 GAS TV OHE UGE UGT UGC UGFO - - PL - - - - - - - - - RIW RAW- E-UE UE DE TCE TPF FFrench FD7 EROSION CONTROL NOTES: 1. THE SWPPP MUST REMAIN ON SITE AT ALL TIMES. 2. BMP'S SHALL BE IMPLEMENTED TO PREVENT THE RELEASE OF AIRBORNE DUST AND WATERBORNE SEDIMENT FROM CONSTRUCTION SITES. DISTURBED AREAS SHALL BE MINIMIZED, DISTURBED SOIL AND CONSTRUCTION SITE ENTRANCES/EXITS SHALL BE MANAGED TO PREVENT SEDIMENT TRACKING. STREETS AND STORM INLETS MUST BE KEPT CLEAN AT ALL TIMES AND FREE OF LOOSE ROCK, MUD, DEBRIS, AND TRASH. MUD ON THE STREETS MUST BE PHYSICALLY REMOVED AND NOT WASHED OFF. 3. CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENT. MORE SPECIFICALLY, NEW DEVELOPMENT MAY NOT UNREASONABLY IMPEDE WATER RUNOFF FROM HIGHER PROPERTIES NOR MAY IN UNREASONABLY CHANNEL WATER TO LOWER PROPERTIES. 4. LAND SHALL BE REVEGETATED AND RESTORED AS CLOSE TO ITS ORIGINAL CONDITIONS SO FAR AS TO MINIMIZE RUNOFF AND EROSION ARE CONCERNED. 5. A RECORD OF THE DATES WHEN GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES ARE INITIATED SHALL BE INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLAN. EXCEPT IN (A) AND (B) BELOW, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. (A). WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE. (B). WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED, (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY CEASED. (C). STABILIZATION PRACTICES MAY INCLUDE: TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, GEOTEXTILES, SOD STABILIZATION, PROTECTION OF TREES, AND PRESERVATION OF MATURE VEGETATION AND OTHER APPROPRIATE MEASURES. 6. EXCAVATION MATERIAL SHALL NOT BE DEPOSITED IN OR SO NEAR STREAMS AND OTHER STORMWATER DRAINAGE SYSTEMS WHERE IT MAY BE WASHED DOWNSTREAM BY HIGH WATER OR RUNOFF. ALL EXCAVATION MATERIAL SHALL BE STABILIZED IMMEDIATELY WITH EROSION CONTROL MEASURES. 7. DEBRIS, MUD, AND SOIL IN PUBLIC STREETS SHALL NOT BE ALLOWED ON PUBLIC STREETS BUT IF ANY DEBRIS, MUD, OR SOIL FROM THE SITE REACHES THE PUBLIC STREET IT SHALL BE IMMEDIATELY REMOVED VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. 8. ALL STORAGE PILES OF SOIL, DIRT OR OTHER BUILDING MATERIALS SHALL BE LOCATED MORE THAN 25 FEET FROM ROADWAY, DRAINAGE CHANNEL OR STREAM, WETLAND, AND STORMWATER FACILITY. 9. CONCRETE TRUCK WASH AREAS. NO WASHING OF CONCRETE TRUCKS OR CHUTES IS ALLOWED EXCEPT IN PROPERLY LOCATED AND CONSTRUCTED CONCRETE WASH PITS. PROPER RUNOFF AND EROSION CONTROLS MUST BE IN PLACE TO RETAIN ALL CONCRETE WASH WATER. 10. DEWATERING. ALL RAINWATER PUMPED OUT OF SUMPS AND DEPRESSIONS ON CONSTRUCTION SITES SHOULD BE CLEAR AND FREE OF SEDIMENT. 11. PUBLIC STREETS AND SIDEWALKS SHALL NOT BE USED FOR TEMPORARY STORAGE OF ANY CONTAINERS OR CONSTRUCTION MATERIALS, ESPECIALLY LOOSE GRAVEL AND TOPSOIL. 12. TOPSOIL PILES SURFACES MUST BE IMMEDIATELY STABILIZED WITH APPROPRIATE STABILIZATION. 13. THE MAIN CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING ALL EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 14. TOPSOIL: A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE REQUIRED IN AREAS TO BE REVEGETATED. ANY APPLICATION OF TOPSOIL AND SEEDING UNDER THE DRIP LINE OF A TREE SHOULD BE MINIMIZED TO 3 INCHES SO AS NOT TO DAMAGE THE ROOT SYSTEM OF THE TREE. 15. 10:1 UP TO 4:1 GRADE: REVEGETATION SHALL BE A MINIMUM OF HYDRO -SEEDING WITH MULCH AND FERTILIZER, OR STAKED SOD, OR GROUNDCOVER. SAID PLANTING SHALL PROVIDE COMPLETE AND UNIFORM COVERAGE THAT MINIMIZES EROSION AND RUNOFF IN NO MORE THAN TWO GROWING SEASONS. 16. 4:1 AND 3:1 GRADE: THE SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO -SEEDED WITH MULCH AND FERTILIZER OR STAKED SOD GROUNDCOVER. SAID PLANTING SHALL PROVIDE COMPLETE AND UNIFORM COVERAGE IN NO MORE THAN TWO GROWING SEASONS. 17. SPILL PREVENTION AND CONTROL: THE CONTRACTOR SHALL EMPLOY BEST MANAGEMENT PRACTICES TO PREVENT POLLUTION BY SPILLS. POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, ASPHALT, RAW SEWAGE, CONCRETE DRUM WASH WATER, AND OTHER HARMFUL WASTES SHALL NOT BE DISCHARGED INTO OR ALONG SIDE ANY WATERS OF THE UNITED STATES, BUT SHALL BE DISPOSED OF IN ACCORDANCE WITH GOVERNING STATE AND FEDERAL REGULATIONS. STORAGE OF THESE MATERIALS SHALL NOT BE ALLOWED WITHIN 100 FEET OF A WETLAND OR WATERBODY. (ATHD 110.06) 18. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BY WAY OF WATERING, FERTILIZING, MULCHING, AND MOWING UNTIL APPROVED AND ACCEPTED BY THE OWNER. GENERAL NOTES: 1. THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, DIMENSIONS, LEVELS, PLAN ELEVATIONS, INVERTS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE FOR THE SAME. REMEDIAL WORK RESULTING FROM LACK OF VERIFICATIONS WILL BE AT THE CONTRACTOR'S EXPENSE. 2. ALL ROADWAY CUTS SHALL BE TEMPORARILY OR PERMANENTLY REPAIRED WITHIN 24 HOURS OF COMPLETION OF TRENCH BACKFILL. 3. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS/HER WORK, AND SHALL BEAR THE COST OF REPLACING SAME. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND THE REQUIREMENTS AND STANDARDS OF LOCAL GOVERNING AUTHORITY. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH PROPERTY. 5. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL THE PLANS AND OTHER DOCUMENTS APPROVED BY ALL THE PERMITTING AUTHORITIES. 6. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGN, LIGHTS OR OTHER DEVICES SOLELY AT THE DETERMINATION OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT PROPERTY PREMISES, OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK, WHETHER CAUSED BY THE CONTRACTOR, SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF THEIR EMPLOYEES. 8. ALL PAY ITEMS HAVE BEEN EXPLICITLY SET FORTH AS SUCH IN THE PROPOSAL, ALL OTHER ITEMS OF COST ARE TO BE INCLUDED IN THE PRICE OF THE ITEMS ACTUALLY BID UPON. 9. THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS, AND BARRICADES, ETC. AS MAY BE NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR EMPLOYEES AND THE GENERAL PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH AS HARD HATS, EAR PLUGS, EYE SHIELD, PROTECTIVE SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY FOR ACTIONS TAKEN BY THE CONTRACTOR WHICH ENDANGER LIFE AND PROPERTY. 10. ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE LAND OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIQUES. 11. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE DORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA. 12. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY AND MORE OFTEN IF NECESSARY, INSPECT AND PICK UP ALL SCRAP, DEBRIS, AND WASTE MATERIAL. 13. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTANCE BY THE OWNER. 14. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TO REMOVAL OF TEMPORARY SEDIMENT CONTROLS, AS DIRECTED BY THE CITY AND/OR CONSTRUCTION/PROJECT MANAGER. IF POWER WASHING IS USED, NO SEDIMENT LADEN WATER SHALL BE WASHED INTO THE STORM SYSTEM. ALL SEDIMENT LADEN MATERIAL ON PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE THE SITE AT CONTRACTOR'S EXPENSE. 15. CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPPP MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE SITE CONSTRUCTION NOR LAND ALTERATION. 16. THE CONTRACTOR SHALL PERFORM ALL QUANTITY TAKEOFFS REQUIRED FOR BIDDING AND CONSTRUCTION OF THIS PROJECT. 17. EXCAVATED AREAS SHALL BE PROTECTED & SIGNED IN SUCH A WAY TO NOTIFY AND PREVENT THE PUBLIC FROM ENTERING. 18. ACCESS TO DRIVEWAYS AND MAILBOXES SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION OF THIS PROJECT. GRADING 1. UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS, COVERED WITH TOPSOIL, AND VEGETATED PER DRAWINGS. 2. FILL AREAS SHALL BE PROOF -ROLLED WITH RUBBER TIRED EQUIPMENT A MINIMUM WEIGHT OF 15 TONS PRIOR TO BEGINNING FILL OPERATION. AREAS WHICH ARE SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND. 3. FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 8". 4. FILL AREAS SHALL BE COMPACTED WITH PROPER EQUIPMENT SUITABLE FOR THE SITUATION AND ENVIRONMENT. 5. FILL AREAS SHALL BE FINISH GRADED TO PROVIDE AN ACCEPTABLE SUBGRADE TO APPLY SEED AND MULCH. 6. ALL AREAS WILL BE GRADED TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING WATER. 7. ALL FILL AND CUT SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED ON THE PLANS. 8. STRIP, STOCKPILE AND REPLACE TOPSOIL IN DISTURBED AREAS, ANY STORED TOPSOIL MUST BE SURROUNDED BY SILT FENCE. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BYWAY OF WATERING, FERTILIZING, MULCHING, AND MOWING UNTIL APPROVED AND ACCEPTED BY THE OWNER. UTILITIES 1. UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER. BEFORE YOU DIG CALL 811 TO HAVE EXISTING UTILITIES MARKED. 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXITING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN. CLEARING AND GRUBBING: 1. DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED ON THE PLANS. 2. ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE CROSSED BY HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS. 3. NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF ANY TREES TO REMAIN. 4. DO NOT PUSH PILES OR DEBRIS AGAINST TREES TO REMAIN. 5. REMOVE ALL STUMPS, ROCKS, ASPHALT AND CONCRETE DEBRIS, ETC. WITHIN CLEARING LIMITS AND DISPOSE OFF SITE IN ACCORDANCE WITH LOCAL,COUNTY, STATE AND FEDERAL REGULATIONS. 6. CONTACT ALL UTILITIES LOCATED WITHIN THE CLEARING AND GRUBBING LIMITS. 7. PRIOR TO CLEARING AND GRUBBING ALL EROSION CONTROL MEASURES SHALL BE INSTALLED. 8. COORDINATE ALL BURNING ACTIVITIES WITH FAYETTEVILLE FIRE DEPARTMENT. UTILITY CONTACTS FAYETTEVILLE WATER & SEWER COX COMMUNICATIONS AT&T MARK ROGERS CHAD HODGE JEFF HAMILTON OPERATIONS MANAGER PROJECT MANAGER ENGINEER OFFICE PHONE: 479575-8392 OFFICE PHONE: 479-717-3607 OFFICE PHONE: 479-442-3107 EMAIL: MROGERS@FAYETTEVILLE-AR.GOV EMAIL: CHAD.HODGE@COX.COM EMAIL: JH5430@,4TT.COM MM FILE NAME: 2-General Notes.dwg cn MW W r N 0 N REVISED W J J W Q z 0 LU � Y U LL Q BLACK HILLS ENERGY SWEPCO ELECTRIC OZARKS ELECTRIC , DON BRADSHAW JOHN LE LONNIE GRANT FIELD COORDINATOR DISTRIBUTION ENGINEER STAKING TECH. 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CROSSWALK MARKINGS - m EXISTING SIDE'NAI K SHARED LANE MARKING, TIME r I - & ADA RAMP WITH FHWAIMUTCO INSTALL s - i :ry APPROVED GREEN PAINT R7-1 NO PARKING r - �r f �1a - AND CYCLEGRIP MAXX ANYTIME SIGN • - `:AWCUT & REMOVE EXISTING - _ •��r' ASPHALT & CONCRETE � INSTALL I r Ii _s�r CURB & GUTTER 4' X2' GREEN STRIPING EXISTING WITH 2' SPACING BIKE ROUTE INSTALL i AND 6" WHITE BORDER STRIPING SIGN ! 1 6' 7C 2' CROSSWALK WITH FHWAIMUTCO MRRK3NGS . - c TROUT APPROVED GREEN PAINT(TYP) LJOHd & GJiTERNCR.F TF I CYCLEGRIP MAXX 20 0 20 Scale: 1" = 20' Apr 21, 2021 ME4 3-1�W�Son Pwi� Bilewu7 iSURVEYMUt DMWN BY; LMA DESIGNED W! F DE & MM 20 0 24 NO Flee NWIe. 3-15-Y6wn Pao Bi"An I PARKING ANY TIME 4 — L INSTALL Z Scale: 1" = 20' RT ANrnMEs� a PARKING W W m NO ANY INSIALL z uj THERMOPLASTIC 7 F ` ` STOP BAR INSTALL v R7� I NO PARKING I ANYTIME SIGN `_ _ W W Na INSTALL W W PARKING I MODIFIED MUTCD FIGURE 9G9 �. ANY SHARED LANE MARKING uj � ` V? T 6YITH FHWA1MuToD r �/ INSTALL 1► APPROVED GREEN PAINT AND CYCLE GRIP IAAkX * a W W , R7-T ND BARKING ii YJ r ,�NY71MF SIGN ■ 11 LC - w Z_ .. oau)W f �- - ISSTALL&X10' J uJ Y Q BIKE LANE MARKING �./ THERMOPLAS7IG INSTALL WITH FHWNMI]tG4 ■ � M •i -TOP BAR AND GREEN PAINT i YJ AND CYCLEGRIP MAXX N I4„ 3n F�C'SI'ECT �T • v T} 5' I - INSTALL __ T I� 'I Z" a- THERMOPLAS nc STOP BAR INSTALL 5' X 35' = 12" X 3" MCUNTABLE CURB BIKE LANE MARKING DETAIL KITH FHWNMUTGD APPROVED GREEN PAINT CYCLEGRIP MAXI i ' CONSTRJGT 20 12H 3" MOLIN7ABLE!BLE CJRB AT EXIST. ASPHALT ELEVATION WILSON PARK N4HG � PARKP AHY 1j TIME INSTALL vG rn RT-1 NO PARKING + — -- ► ANYTIME SIGN 4 ►E#* , - s INSTALL t [2 N'OPIFIED MUTC❑ FIGURE 9G-9 SHARED LANE MARKING ' TCO WITH 44 APPROVEDGREEN PAINT AND CYCLEGRIP MAXx x 40 r i Apr 21, 2021 1 PxaEcr: � 3-ts-Wb� Pali elm SURVEYED ar. _ - ' 1 - •s:' 1 REMOVE INVASI'JE SPECIES r -� ""-Y --�-y-,�,.,, �A = Ill UVA AND PRUNE TRESS TO � —~ y �f •, � J � cEslcnEo er: I IMPROVE LINE OF SIGHT �� _ _ f ff y DE & MM INSTALL 1 - - _ 4 FlLf WWE: I 30' XC X MUTCD +,r • Y�} 'y yi, 3-15-11'ixn Pork tAknnl'-�'9 RI.1 STOP SIGN INSTALL ♦ - - cn 1) MODIFIED MUTCD FIGURE 9G8- SHARED LA14E MARKING y WITH FHWaMUTCD 0Z APPROVED CREEN PAINT � -`y •f W 7,ND CYCL=GRIP MAX'X T J> z �a -_ _ -- w �e J (D 0 cIi z REMOVE INVASIVE SPECIES �» + ~ UJ W FIFA AND PRUNE TRESS TO I ! I l CONSTRUCT - IMPROVE LINE OF SIGHT 18'CONCRETE CONSTRUCT RIB"', 1 t R!$CURE CONCRETE MULTI -USE TRHI_ f CONSTRUC.I 1 WI SOUTH ELEVATICN MATCHING � ADA RAMS- EXISTING ASPHALT ELEVATION � �,•� � � - CONSTRUCT WI 1.5%GRADE DRAINING NORTH ��. • -- - - ._..� _ '- • • 1 1�1 €] - COLORED CONCRETF -- - - -- - - - y„ rr MULTI -USE TRAIL 40 • I L4 NDING RUCI INSTALL _ - }� .. � SEC"EpN WI S" QEP7F L � � _ _ - � + - - IANDINGARE.a - ��^� �� - - ��� �~- _% TO DRAIN WEST TRUNCATED DOMES -- - y -.♦ � � � / \=��— y� —r1� •yam ��- REVISED �� ♦ TO CREEK - ---- t ----- ---- REMOVE & DISPOSE --- OF EXISTING SIDEWALK -- CONSTRUCT CONCRETE SIDEWALK - �- R60' s INSTALL RELOCATE 6" REMOVE & DISPOSE'-�� COLORED MULIT-USE EX. ST�.]P SIGN 1' OF EXISTING f TRAIL CROSSWALK ROAD CURB AND GUTTER 9.'= PAVEMENT MARKINGS r- O X 31, NARROWS CONSTRUCT 12"X3"M CT OUNTA6LECURB W-e19'--- - - - s• - - - - - CONCRETE CURB - WI 6" GAPS EVERY IV 17• TRENI ON 3LVD I AND GUTTER y INSTALL TO ALLOW DRAINAGE ,Y (1) PEDESTRIAN SYMBOL a (1)13IKE SYMBOL POUR INtEGRRL VW TRAIL - _ _ l q - INSTALL- —�11 ROW RO'A; -�Ip * (2)THERMOPLASTIC INSTALL- - STOP BARS i' (1) 1V5.1 ROAD NARROWS SPEED __ •_ � [7)1V6-S2WAY51GIN LIMIT [i) R2-1 15 MPH r. SPEED LIMIT SIGN 1 � � L _r [ 3 I ASPHALT GRAVE9' 6„ , WALL CROSS SECTION ex. �— -- -- 1.50%GRADE SKEET6 &" ` • TT 3 STA: 1+03 TO 1+10 AND STA. '1+20 TO 1+31 ) F ZQ ` • • 4 a �� 1370 1370 i 2N PIPE HANDRAIL �..�..f•�- ram_..---^- x� - ..�-�-1'�....'.,s=�.,d.��s Yr" . SEE DETIAL SHEET 75 . .. : : : . .ten 6" CLASS 7 AGGREGA-E BASE COURSE �, �„ 12' x 3" MOUNTABLE CURB . ... .. . . . . . . . . & MULTI -USE TRAIL ' D ETAI L 1361) .. . 1360 } Apr 21, 2021 •3- 1350 a - O . 1 1350 PROJECT: 3-15--mma FA pAwm Z 1 4116 _ - I -CONSTRUCT- 5� x CONCRETE MULTI -USE TRAIL O OF EXISTING SIDEWALK WISOUTH ELEVATION MATCHING - EXISTING ASPHALT ELEVATION �f- W11.5%GRADE DRAINING NORTH SAWCUT & REMOVE SECTION OF CONCRETE y E:{ISTING <<„ CONSTRUCT - c CURB & GUTTER O I6' % 6' rz SIDEWALK INSTALL — — — - e 1] PEDESTRIAN SYMBOL _ �/ INSTALL I a., _ / J CCNSTRLCT J (1) PEDESTRIAN SYMBOI q, 1 CONSTRUCT i1j BIKE SYBIacL I- r r - f CONCRETE MULTIISETRAIL (1) BIKE SYMBOL — CONCRETE CURB Gry RAISED 3' ABOVE ENLISTING PAVEMENT PROTECT _ _ _ -A- - I ) 5 W11.5%GRADE DRAINING NORTH LANDSCAPING AREA - - 7T pp { I1T E —{}} _ TAPER , nm GRADE INSTALL 3 }PEDESTRIAN SYMBOL W$ — ST W-8 J� ,,, -- - FROM EHISTINa { CONSTRUCT ADJUST (1) BIKE SYBBOL x ADJU ASPHALT ELEVATION ti 55MH TO GRADE CONSTRUCT TO 3" CONCRETE TRAIL _ RAISED COLORED Sm" TO GRADE - - _ CONSTRUCT �a� RAISED CCiORED OF -CONCRETE CROSSWALK CONCRETE MUUT-USE `� 7RIUL CR055WALH - MODIFIED ST3 CURE � �1! TRAIL CROSSWALK{ I r.�II INSTALL w F(1; PEDESTRIAN SYMBOL . - (1) BIKE SYMBOL r 3rr 4„1 91 sp EX. ASPHALT GRADE 1 1.5h GRADE 20 0 20 x r Scale: 1" = 20' 5" CLASS 7 AGGREGATE MODIFIED ST3 CURB BASE COURSE & MULTI -USE TRAIL DETAIL —�� w _ z co T� UVA �`IH CESIGNED 6!: DE&MM FILE kMF- �15--M'Um Pork 1pknnl'Ay cn �- I J �ma0 Lug Q WoJ W W - Z a J _ M1� + - Pp I LcaWLLI � QDWW Z ii/ F- r CAI I " R�� 2,6 Apr 21, 2021 7 ME 3-15-W�Son Pwi&kewuy t W SURVEYED er. �Y' W GRA .,�, rt rr.. CJ ly ll.i rrR LIVA ""GNED BY, DE & AM FILE MME: 3-I5-M'Jzn Pork &ksgob �gA.g i�e z LLI fJ ►,I W Z - - - - - - - - - - - �. -----._Y_--- r ' CONSTRUCT �- " Q _�� RAISEDCOLORED _ �. ADJUST CONCRET@MUUT-USE INSTALL ~1 O .J CONJSTRL.0 I 1 SSMH Tp GRADE + 11 `RAIL CROSSWALK NATIVE BOULDERS 1 ' " CONCRETE MULTI -USE TRAIL CONSTRUCT _ J �1 Li RAI BED 3" ABOVE EXISTING PAVEMENT CRE Ea COLORED 'r . r � �_ Q CONCRETE fiAl1LIT--USE " _ _ . � _ �ry W11.5% GRADE DRAINING NORTH TRAIL CROSSWALK - -'� �r W �-� � Y Uj �e J �auj Wz �K I{ ooUnZ - - _. --- ACAUST 1 1 .. ■ 14'• •A � W -3 - $ SSMH TO GRAPE y '# VJ+ � A/ CUNST RllC1 INSTALL EpESTRIAN SYMBOL, M I - ;'= i2j P_ W r•,IODIFIEE ST3 CURB TRE:NTpN BLVD (2)BIKE SYMBOL 1 INSTALL + . ` ' 1 r 1 (2) PEDESTRIAN SYMBOL I ` (2) BIKE SYMBOL F r I Cq _ f REVISED f + " INSTALL _ -• 1 / R7-1 NO PARKING qW_ ANYTIME SIGN No � � �� •� f PARKING ANY PL s � yt ► 7 � � � 641. ■ s � Yil 20 0 20 Scale: 1" = 20' Apr 21, 2021 8 r,s-wbm Pork &kewor RO:"; RC`r1' ROW 3OW RO+4 ROW ROW ROW R(pN R 11,f %>:� EM �` GY LIVA CEWNED By.- r � A � W � & DE MM Pr}y • q . ¢ J U) g :11-E NAME' 3-i5WLan Pork f7ktrul'-dKg - INSTALL E' X 10' - r Fri Co J BII(E LANE MARI(I NG WITH FHWA/MUTCDF+ f APPROVED GREEN PAINT z I RE&ECCA 37 J ,AND CYCLE GRIP MAXX W Ig ,fLu s I -� Q w J J J I W p J - INSTALL tfi] MOD IFfEP h1UTCD =1GURE 9C-9 —.'� ��eW - 'N-10 w-ia GY - i - SHARED LANE MARK]NO W ,G. � �y to --, W-10 - ip WITH FHVVA+FAEJTCD P fOW ROW 1t RCJ* APPROVED GREEN PAINT Ra RR AND CYGLEGRIP MAXX - .. OW L1W' th' ROW' R©V! I/ - • �- � - QaWV H �aW F LL. Z LLJ oonW W w REVISED J CONSTRUCT [] BICYCLE RAMP I ---- 4w r P. 31 1 �, .. Fm 481 20 0 20 vIL Apr 21, 2021 10 r15-wbm Pork &kewoi' Z Q. Y�D ffr. LLJ 0 0 20a ; LNA QLU . z m T ckslraaco sr: DE do uu IN gum W HLE MMF- z "-dn :. n cale; 1" = 20' m Cl) Z * LV ON < Lu -.4 �Woz a a I REBECCA ST % - QaUJ W Nu 0 ► I • Ly 1INSTALL w 2} MOD IFIEC MIJTCD FIG 11RE9C-9 Y •r ti 1 SHAR-_D LANE MARKING O O r WITH FHWAIMLITGD I cn W .- - APPROVED GREEN PAINT V+ w ' ,' AND CYCLEGRIP MAXX J LL t�R * REVISED i #04L. t p# w � t � NM 1 � INSTALL ` ■� 4}MODIFIED MUIRED LANE MAR KING _ �- _ i - ' ■■ 'I �� ._ •-�� a �' i+ .� SHARED MARKING y y' APPROVED GREEN PAINT AND CYCLEGRIP MAX.0 Nt + . , aw of. 46 • � fit. � � � y f, Ir41 k `K-� ' jok ; • c! Apr 21, 2021 xr r15-wbm Pork &k"R 41FaSLWVEYED cm LIVA C�WW. DE & AM ¢�� , f �` R ❑� H FILE WUIE 3-15—N'dzn Polk &kEml'-d9 . m i y tale: 1" = 20' r • W y .4I J • - w �! ' Z LLJ oa I a INSTALL 1 [2) MODIFIED MUTCD FIGURE 9C-9 A SHARED LANE MARKING _ WITH FHWWMU7TCD i RE6ECCA ST APPRDVED GREEN PAINT _ 1 9 q Q V s . L W ANCICYCLEGRIP PJ ; 1 _ I a f; 0C)U)w LU ,. N d cW • pp �• * f y ' '� r • �'� I REVISED Z O V4 a a r r z —+Q►.. yy m VJ 4 k4!:, 4 ll� , Z % 6 � \ r 04 fft r INSTALL ■ RE6ECCA.T (2) MODIFIED MUTCD FIGURE 10C-9 RESECCA ST F k SHARED LANE MARKING . 1 • WITH FHWA/MUTCD • i � _ I AP�RQVFD GREEN DAINT y AND CYCLEGRIP MAXX It k • f A Apr 21, 2021 12 1 ,r r�aEcr: y y ti . -15-Wilson Fork Pt" r. r W 4 J d 1F, W q • I INSTALL I [31 MODIFIED MUTCD FIGURE 9C-9 SHARED LANE MARKING WfTH FH'NA+7NLI7011 APPROVED GREEN PAINT _ AND CYCLEGRIP MAX)( I kc3tCC:R �T R � L • � � � ti _ f 7.�� f� r � � w � 7 �i 1 �'t.��% NSTALL '4) MODIFIED MUTCD FIGURE 9C-9 SHARED LANE MARKING WITH FHWA1MUTCD APPROVED GREEN PAINT AND CYCLEGRIP MAXX or y - �?EB 1 "+ r , ., Z r REEECCAST 1"=20' r � ram- ? pWerw Br: W UVA CEStGNEU Ft g W y RLE MME � �15--M'Um Pork 1pknnl'Ay fr C0 Z Lu J >. E -�a;Z I two J ~mCL LLj i W a LLJw L) I .Z~uJ Q°�'W m I co r CAI a REY15E➢ 2Q'r r � I I 7 � 1 4 ; l l � Y r Apr 21, 2021 r ��} I '13 R?WECr: 3-15--wd- FA @'df" IN! SURVEYED BY. t7 - er: . `' • , , • ' 1.�1 ! ,fit ems- DRAM ly 2 • , , 1 * LrVA m W CESIGNEO 6!: Q m i .j - ] N� . Q L9 FIF NMIE �` L7 n I ` 79 r r .i .. • t - W 3-ISNmn Pak "-dn C4 `� .,_ LLI I 1 ti INSTALL ui - r� Y t (4) MODIFIED MUTCO FIGURE 9C-5 t I SHARED LANE MARKING Y _ WITH FHN'RIMIJT;,6 f1 R- W O APPROVED GREEN PARIFF • ■■ AND CYCLEGRIP MAXX - a ., ' PW 7 •, m fl -. A'w LU vk p Alai W - JF.~ �w C, INSTALL {2; s:'•:]DlratD MUTCD FIGURE 9C-9 L SFfARED LANE MARKING WITH FHVVA+MUTCD APPROVED GREEN PAINT AND GYCLEGRIP MAYX OIL RE9ECCA ST r r 20 0 20 Scale: 1 " = 20' r , 0 4 , Oki Apr 21, 2021 14 r:.-15-wbm Pork &k"R F. NOTES: ALL PIPE RAILING COMPONENTS SHALL BE SANDBLASTED AND POWDER COATED - COLOR BRONZE BROWN SEAM LINE ATTACHED CONCRETE TRAIL APPLY A SILICONE CAULK BEHIND EACH PLATE AND ON EACH BOLT LOCATION. CONCRETE BRIDGE o 1/2" STEEL PLATE TO BE SAND BLASTED AND POWDER COATED TO MATCH RAILING 6„ ELEVATION F— l_h1l V 3/8" GALV. ENCAPSULATED ANCHORS. HILTI ADHESIVE ANCHORAGE OR PARABOUND OR APPROVED EQUAL. INSTALL PER MAFG. REC. MIN. 10,0010 LB. PJLL OUT STRENGTH. EMBED WITH IMPACT DRILL FILLET W-LD PIPE TO ENTIRE LENGTH PRIOR 1 1 /4" I.D. SCHEDULE PIPE RAIL - TYPICAL THE PLATE TO POWDER COAT 40 STEEL MANDREL BEND EXPOSED CORNERS \NGLE BEND AWAY RAIL- EACH END uvn CESIGN W BY, DE & MM FlLE kME- �15--M'Um Pork B�m'Aw w F— Z JawJ Luma° LuY QaW0 �L 0o W awz W 0 n= W a a � C] J ma r CV v 04 Apr 21, 2021 1 15 r15-wqm FA &k"R Mission - Razorback Connector CITY OF Mission Blvd. to Razorback Greenway FAYETTEV ILLE 5,826 LF (1.1 Mile) IC ARANSAS Cost Estimate March 17, 2021 Cost Estimate (Based on 2020 Zion Road Bidsl ITEM # DESCRIPTION QUANTITY UNIT UNIT COST TOTAL COST 1 Mobilization (Shall not exceed 5% of Total Bid) 1 L.S. $15,000.00 $ 15,000.00 2 Insurance and Bonding 1 L.S. $4,200.00 $ 4,200.00 3 Construction Control (Staking) 1 L.S. $2,000.00 $ 2,000.00 4 Traffic Control 1 L.S. $10,000.00 $ 10,000.00 5 Erosion Control 1 L.S. $5,000.00 $ 5,000.00 6 Tree/Brush Trimming - Invasive Species Removal 1 L.S. $2,500.00 $ 2,500.00 7 Demolition 1 L.S. $5,000.00 $ 5,000.00 8 (4" depth) 10' wide Concrete Trail (4,000 PSI w/fiber) (Class 7) 344 S.Y. $60.00 $ 20,640.00 9 (4" depth) Concrete Sidewalk (Class 7) 81 S.Y. $60.00 $ 4,860.00 10 (6" depth) 9' wide Flush Concrete Trail (4,000) (Class 7) 232 S.Y. $65.00 $ 15,080.00 11 (6" depth) 10' wide Raised Concrete Trail (4,000) (Class 7) 527 S.Y. $120.00 $ 63,240.00 12 (8" depth) 10' wide Colored Concrete Trail (4,000) (Class 7) 131 S.Y. $120.00 $ 15,720.00 13 Concrete ADA Ramp 48 S.Y. $97.00 $ 4,656.00 14 Cast In Place Detectable Warning Panel 125 S.F. $27.00 $ 3,375.00 15 6" Depth Concrete Bike Ramp 10 S.Y. $60.001 $ 600.00 16 6" Square Face Concrete Curb & Gutter 950 L.F. $22.001 $ 20,900.00 17 12" x 3" Mountable Curb 210 L.F. $20.00 $ 4,200.00 18 Modified 3" Concrete Curb & Gutter 455 L.F. $20.00 $ 9,100.00 19 18" Concrete Ribbon Curb 455 L.F. $20.00 $ 9,100.00 20 4" Concrete Scooter Parking Area 10 S.Y. $50.00 $ 500.00 21 6" Concrete Driveway Apron 20 S.Y. $60.00 $ 1,200.00 22 72 LF of Reinforced Concrete Toe Wall 14 C.Y. $200.00 $ 2,800.00 23 T-Patch 33 C.Y. $100.00 $ 3,300.00 24 9' x 5' Reinforced Concrete Drop Inlet Box 1 E.A. $5,000.00 $ 5,000.00 25 NEENAH R-3076-6B & R-3078 Modified Curb Grate 4 E.A. $2,000.00 $ 8,000.00 26 24" Flared End Section 1 E.A. $1,700.00 $ 1,700.00 27 24" Reinforced Concrete Pipe 39 L.F. $75.001 $ 2,925.00 28 Sanitary Sewer Man Hole Adjustment 8 E.A. $250.00 $ 2,000.00 29 Signs & Posts (MUTCD) 19 E.A. $100.00 $ 1,900.00 30 6' x 3' Bike & Pedestrian Symbol (Thermoplastic) (White) 20 E.A. $200.00 $ 4,000.00 31 6' X 10' 9C-9 Super Sharrow (Thermoplastic) 36 E.A. $550.00 $ 19,800.00 32 6' x 10' Bike Turn Symbol Green Background (Thermo) 2 E.A. $550.00 $ 1,100.00 33 5' x 82 feet Bike Lane Green Cycle grip 410 S.F. $14.00 $ 5,740.00 34 24" Green Piano Keys Crosswalk (Thermo) 32 L.F. $30.00 $ 960.00 35 12" Stop Bar & Crosswalk Thermoplastic 170 L.F. $12.00 $ 2,040.00 36 24" Crosswalk Thermoplastic 108 L.F. $25.00 $ 2,700.00 37 "Yield" Thermoplastic Symbol 1 E.A. $750.00 $ 750.00 38 Bike Lane Symbol (Paint) 2 E.A. $100.00 $ 200.00 39 4" Solid White Striping 890 L.F. $1.501 $ 1,335.00 40 4" Skip White Striping 325 L.F. $1.50 $ 487.50 41 4" Solid Yellow Striping 820 L.F. $2.001 $ 1,640.00 42 Pipe Handrail 72 L.F. $50.001 $ 3,600.00 43 Native Boulders 150 Ton $100.00 $ 15,000.00 44 Solid Sod 337 S.Y. $4.00 $ 1,348.00 45 Topsoil 80 S.Y. $5.00 $ 400.00 46 East Fayetteville Loop Branding Consultant 1 L.S. $25,000.00 $ 25,000.00 47 East Fayetteville Loop Confidence Markers (Thermoplastic) 25 E.A. $500.00 $ 12,500.00 48 1 East Fayettevilel Loop Wayfinding Signs 6 E.A. $4,000.00 $ 24,000.00 Estimated Contractor Cost $367,097 5% Contingency $18,355 Total Estimated Cost $385,452 rt�G +ROP-�RT/ES LLC �// MATHIAS SHOPPI�G CENTER$ i R/W PLAINVIEW _ � EXTENSION I \�c�_ PROJECT ROLLING HILLS PROJECT i t MATHIAS SHOPPING PL _ CENTERS INC i' P I � I F PL PL PL ld ld ld ld PL -v � PL PL— F 3 Y:.' 1 I A •— PL PI PLPL IL — CARTER, JOHN M JR & LINDA A 1 _ I y► �. 2 A PL — ��� RUDKQ PRANCES HOWELL � - -- PL------ ' TR/N/TYFELLOWSHIP r I rc \Rrw Rectangular ASSEMBLY OFGOZ�.. P �� Rapid ► I Flashing Beaconsi�e:•� �� 3 R/W ..r MOUNTAIN LLC 1 rcCHAL UNGSOOTK PORNTHIP \ \ j - . , Y� _r PL WILLETT, ROSE MAR/ER/W I c 1 1 R� -- l .. • . 3 a \�� \ R/W LAWRENCE, JOHN Mi QUINN, JpMES l & i LAWRENGE, DEBORAH L REV /NEAL, KATHER/NEG „ R LIVING TRUST /W I` .•i- .''�'f L �p -`� I 41 - •'IALLACE, CYNTHIA&\..... r, .' krf• y^ 7 ' I - _ �/ ROLLING R c I T "f e;Y' r i + Vim- O14 a 7, • -. L SCHEELEI ARYAM 3 /W MARY \'I\ R/K,. I \ Q�RRANGE. STEFANIE M w a 3 l DODGE, IREX NELEE I , & ERIN E a '" ' ''�'♦'{ AYSON, ALMA G; rll AYSON-PL UMMER ROLLING HILLS TYPICAL SECTION o f _ ` .7 _ 't PROPOSED `•• _,' 'k MINI -ROUNDABOUT I • r��.. •fie � �, 1- 1 F/ rl 100, 150, (IN FEET) n t' d' 4' '/_' Sidewalk I 59' Existing ROW 39' Existing Roadway Width - 3D' Proposed Roadway Width 10' 10, Drive lane Center turn lane 10• Trail CITY OF FAYETTEVILLE ARKANSAS SCHAFFER ARCHISALO R IV PL I H d .r 3 �y�J1 1 � P'. FL C3,Fri k ^ �JLI. d. L p s . Pk - PL PL IGEARITY•COLIN F&ANN � ATHA, GARY & TERESA y RfW � — '' R I ` 1 I \ , LANDR ANN r.\ PL 1 I �• 11vy[ i R/W --�`--- CONCEPT ROLLING HILLS OBEA�'STEPHEN A 1 B &Ab b&a N f. i PL \ F F I LL ----- OLLING HILLS PTIST CHURCH 4 ti 1► F OLL/NGH/LL A PTIST CHURCH ,G PL pL ROLLING HILL; BAPTIST CHUR( — R/W IR/W R/W 7NN & �' '�3 ., �,; �• � •tea ,�.Y,., .� ,■ � ,' I NAIN z� ■T SCR •L — R/W R/W R/W Yk ' � � � . f , y �+i� GG :.�'�; y y 5 L; 1 • :! yi 5r ■ J ,�ir� 2 PL _ it \ i• . W S S i �5 r F Ab:4 LPL PL R/W R/ EXISTING RIGHT OF WAY PL PL— PROPERTY LINE PROPOSED ASPHALT PROPOSED SIDEWALK R.O.W. TO BE AQUIRED - - - - - - _ 1 • + a !j OMITH, CLAUDIA BRO ; DV4V r�VAVID A,' STEWA WOODT�LI�EEALLAN WOODS & JAMES COUCH, ✓UD & & AMANDA JEAN LERZ, JOHN P- CLARK, SAMANTHA A I + JENNIE L OLIVER ANGUS FARM A LLC VITT, AUGUSTM f R/W R/W R/W R/W / R/W / ft W ---7 DUKE, KATIEA _ j NELMS WILMAA-GRESHAN NNE& CLANTON -----_ P, ---t-- PL----- ■ UAL LAYOUT FOR R/W R/WI I R/W DRIVE IMPROVEMENTS I r , r LEMASTERS, JOSHUA E&CAITLYNB KARN13A CH. MARYH IL z R/W ---_ — PL �w. '� � I • C�yy.,s� Y R— PL /W F ti PL PL IL MCDUFFIE FAMILY ' y • ` N,:. - REVOCABLETRUST •I A ASSE Tj�,O WILDERNESS F 9j - — �I� VENTURES LLC I MURPHY, JBRAD MONTEMAYOR, REVOCABLE TRUST j MOHLER, MICHAEL P CRAZY WRIGHTLLC CITY OF .I ALBERT&CHER L \ E PROPOSED zl MINI -ROUNDABOUT ' BONDS, BOB L & WlL MAFAMILY TRUSTSUMMERS. D MICHAEL & GERRYB F _ I r F I _ I F • I. R/W R/w & DEBBI L Fl�YETTEVILL __ f • yr � IF CLAESEN. WILLIAMJ II &NICOLEA J PL i�l A r -. WELLS, KARENA& �_ FIRSTCHURCHOF DANIEL J CHRIST SCIENTIST --__ Pi ------_ PI V i 1S R W 1 GOOD SHEPHERD LUTHERAN CHURCH v TRAFFIC SIGNAL IMPROVEMENTS \ CITY OF . FAYETTEVILLE ARKANSAS TO: City Council Transportation Committee THRU: Susan Norton, Chief of Staff Chris Brown, City Engineer STAFF MEMO FROM: Jonathan Ely, Development and Construction Manager, Engineering Division DATE: April 23, 2021 SUBJECT: Cost Share with Rausch Coleman Homes Repave west side of Morningside Drive in conjunction with Park Meadows Development RECOMMENDATION: Staff recommends approval of this cost share with Rausch Coleman Homes to pay $75,155.88 to overlay west side of Morningside Drive for approximately'/2 mile between 15th Street and Huntsville Road. BACKGROUND: In 2017, the Development Services Office received a request for a new residential subdivision to be located along the west side of Morningside Drive, and between 15th Street, and Hunstville Road. The development would encompass over 60 acres and include nearly 300 new homes. During review of the project multiple improvements were required, including turn lanes, sidewalks, trails, and widening of Morningside Drive along the property frontage (approximately 2,600 feet or mile). DISCUSSION: During construction and in preparation for paving the eastern half of Morningside Drive, the developer and their engineer Crafton Tull discovered that the west side of Morningside Drive had quite an irregular cross section and requested a meeting to discuss with city staff. The existing cross section for Morningside would make it difficult for the developer and their contractor to meet city street standards on the eastern half of the road where they were building the widening. In addition to this, the condition of Morningside drive is deteriorating, and the surface is in need of maintenance. Recognizing an opportunity to work with the developer to have the entire width of this street repaved all at once, city Staff is recommending this cost share to reimburse the developer for cost associated with paving the western half of the street. BUDGET/STAFF IMPACT: This project is funded by the Sales Tax Capital Improvements Fund Attachments: Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 Contractual Agreement for Cost Share Exhibit "A" Vicinity Map Exhibit "B" Site Map Cost Share Breakdown VICINITYMAP A WJ�E Anco ExcAvATioN PAVING ,, 10287 E. Hwy 72 Bmi ftmilk, AR y271Q Mi w9wb].8000 Far, (" 1_010 To: Brothers Construction Contact: Ryan Fak Address: PO Box 1763 Phone: (479)474-5716 Van Buren, AR 72957 Fax: Project Name: Morningside Southbound Lane Overlay Bid Number: 2 Project Location: Morningside, Fayetteville, AR Bid Date: Item Description Estimated Quantity Unit Unit Price Total Price Leveling Course Asphalt 29,040.00 SF $0.76 $22,070.40 Asphalt 2 In 29,040.00 SF $1.75 $50,820.00 Traffic Control 6.00 DY $377.58 $2,265.48 Total Bid Price: $75,155.88 Notes: • Bid includes Drive lane Only. Unclear If Any Side Streets Are To Be Reconstructed. • Centerline Spot Elevations Required By Others. • Cleanup From Milling Not Included • This proposal is all inclusive, any alteration will affect pricing. ' This proposal may be withdrawn if not accepted within 30 days. Proposal does not include payment and performance bonds. Add 3% if bond required. ' This proposal does not include repair of any unmarked underground utilities. ' This proposal does not include price for any permits or fees associated with. ' This proposal is based on work being done during normal working hours, night work and sundays not included. ' Any hold up in work will be paid by remobilization if demobilization is necessary OR by equipment sitting fee incurred daily. ' All work performed under scope is per plans, and deviation from plan may incur additional charges. Execution of work will only begin after a signed proposal has been received. Staking for ARCO operations only if included in contract. Payment Terms: Progress draws net due upon completion. ACCEPTED: The above prices, specifications and conditions are satisfactory and hereby accepted. Buyer: Signature: Date of Acceptance: 4/13/2021 6:45:05 AM CONFIRMED: Arco ?"r 7016e& Authorized Signature: Estimator: Tony White (479) 866-3811 Tony@arcoexc.com Page 1 of 1 w Hwy 1 1.7 I .................':'......... W Hwy 112 ................ �- Existing C 12 foot """"""•• Clabber Creek Trail wide trail - Planned with ARDOT.Project To Razorback Greenway PROPOSED ROUNDABOUT ( ` BY ARDOT I PROPOSED TRAIL TUNNEL UNDER HIGHWAY 112 FOR THE CLABBER CREEK TRAIL 49 i - • • Y L - Fellowship U Hrbte Church � U TRAIL TUNNEL EXAMPLE � li L L _ U O _ Fayetteville Vicinity Map E E } — �, : Proposed Trail Tunnel o N a - - --, +z z W ; 112' W - Existin Clabber Creek Trail Clabber Creek Trail ' a To be built immediate) y f U ollowing the 112 project ° ............... ....................... ......... ............ Legend w FM 0, �. r s, Existing Shared -Use Paved Trail � - CLABBER CREEK TRAIL TUNNEL CITY OF �- TRANSPORTATION ALTERNATIVES PROGRAM FAYETTEVILLE 0 125 250 500 750 1,000 ARKANSAS Feet HIGHWAY 112 & VAN ASCHE N SCALES 1" _ - i' a ��ior T PRELIMINARY DESIGN JOB 040746 TRUCKERS DR. - HOWARD NICKELL RD. (FAYETTEVILLE) (S) WASHINGTON COUNTY r. F ROUTE 112 SECTION I e I' ... k LEGEND N SCALE., 1 " = 50' I_ CITY OF Job 040746 �� FAY E T T E V I L L E Highway 112 (Truckers Dr. to Howard Nickell) db 0 40 80 I ARKANSAS qp Proposed Tunnel at Van Asche January 28tn 2020 City of Fayetteville, Arkansas 113 West Mounlam Street Fayeeevllle, AR Pea, (479)57S8323 (all Text File -- File Number: 2020-0251 Agenda Date: 421/2020 Version:Status: Passed In Control: City Council Meeting Agenda Number: A. 4 File Type: Resolution ARKANSAS DEPARTMENT OF TRANSPORTATION - TRANSPORTATION ALTERNATIVES PROGRAM GRANT: A RESOLUTION TO EXPRESS THE WILLINGNESS OF THE CITY OF FAYETTEVILLE TO APPLY FOR AND UTILIZE FEDERAL -AID ARKANSAS DEPARTMENT OF TRANSPORTATION - TRANSPORTATION ALTERNATIVES PROGRAM GRANT FUNDS IN THE AMOUNT OF $500,000.00 FOR THE CONSTRUCTION OF THE CLABBER CREEK TRAIL TUNNEL UNDER GARLAND AVENUE AT VAN ASCHE DRIVE, AND TO APPROVE A CITY MATCH OF $125,000.00 FOR THE PROJECT WHEREAS, the City of Fayetteville understands Federal -aid Arkansas Department of Transportation - Transportation Alternatives Program Gran funds are available at 80% federal participation and 20% local match to be used for the construction of the Clabber Creek Trail Tunnel under Garland Avenue at Van Asche Drive; and WHEREAS, the City of Fayetteville understands that Federal -Aid funds are available for this project on a reimbursable basis, requiring work to be accomplished and proof of payment prior to actual monetary reimbursement; and WHEREAS, this project, using federal funding, will be open and available for use by the general public and maintained by the City of Fayetteville for the life of the project; and WHEREAS, on March 31, 2020. the Transportation Committee reviewed the grant proposal and voted unanimously in favor of forwarding to the City Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas expresses its willingness to participate in accordance with its designated responsibilities in this project, including maintenance of this project and providing local matching funds in the amount of $125,000.00. Section 2: That the City Council of the City of Fayetteville. Arkansas hereby authorizes the Mayor to execute all appropriate applications, agreements, and contracts necessary to expedite the construction of the above CRY 0 Faysise N.Ar pane,r Pnkeed.N 211120 File Number. 2020-0251 stated project. Section 3: That the City Council of the City of Fayetteville, Arkansas pledges its full support and hereby authorizes the City of Fayetteville to cooperate with the Arkansas Department of Transportation to initiate action to implement this project city of Peyetteville. Arkansas page 2 Pooled on a222020 ►i CITY ❑F FAYETTEVILLE ARKANSAS Maintenance Statement Clabber Creek Trail Tunnel Under Highway 112 The City of Transportation Department currently performs full maintenance of Van Asche and the adjacent trail. These crews will continue to maintain the trail and tunnel to insure facility is always operational and safe for public use. Maintenance Task Method Schedule Sweep the trail and Check for any sediment on trail and Monthly and after every tunnel in tunnel si nificant rain event Inspect Tunnel Check for any outages in ceiling Monthly and as reported Lighting tunnel lights — repair or replace as needed. Grafitti Removal Paint over graffiti on tunnel walls. As reported Trash Pickup Remove trash that might blow down Every two weeks. into the tunnel Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 E A 7OF KANSAS DEPARTMENT TRANSPORTATION The Honorable Lioneld Jordan Mayor of Fayetteville 113 W. Mountain Street Fayetteville, AR 72701 Dear Mayor Jordan: ARKANSAS DEPARTMENT OF TRANSPORTATION ARDOT.gov I IDriveArkansas.com I Scott E. Bennett, P.E., Director ROADWAY DESIGN DIVISION 10324 Interstate 30 1 P.O. Box 22611 Little Rock, AR 72203-2261 1 Phone: 501.569.2336 1 fax: 501.569.2057 March 4, 2020 Reference is made to an email received from Matt Casey on January 29, 2020, regarding Job 040746 on Highway 112 in Fayetteville. We have reviewed the concerns and requests, and our responses to each are as follows: 1. The lane designations of a roundabout are determined by traffic counts and turning movements, similar to a traditional intersection. Please see the attached roundabout layouts for proposed lane configurations. 2. ARDOT Policy states that median openings may be spaced generally at quarter -mile intervals. This spacing has been utilized at this location due to its proximity to the roundabout at Howard Nickell Rd. 3. Every effort will be made to avoid conflicts with the 36-inch water distribution main. 4. AASHTO requires a minimum 10-foot sidepath width. The City of Fayetteville would be responsible for the right-of-way and construction costs of any width beyond this, per ARDOT Bicycle Facility Accommodation Policy. 5. AASHTO requires a minimum 5-foot distance between a sidepath and the roadway curb. The City of Fayetteville would be responsible for the right-of-way and construction costs of any width beyond this, per ARDOT Bicycle Facility Accommodation Policy. a. ARDOT Sidewalk Policy requires a 3-foot offset from the back of curb to the sidewalk edge. The typical section attached to the referenced email requested that a 5-foot offset be used. The City of Fayetteville would be responsible for the right-of-way and construction costs of any width beyond 3-feet, per ARDOT Sidewalk Policy. 6. The sidepath tunnel for the east roundabout will be added to the design upon an agreement between ARDOT and the City of Fayetteville. 7. The approved typical section for Job 040746 includes 11-foot travel lanes. If you have any further concerns or questions, please let us know. Sincerely, l� Trinity ith Engineer of Roadway Design cc Assistant Chief — Design Roadway Design District 4 Engineer Ii CITY ❑F FAYETTEVILLE ARKANSAS April 2311 2021 Transportation Committee Memo: ARDOT Payment for Wedington Side Path RECOMMENDATION: Staff recommends approval of a payment to the Arkansas Department of Transportation in the amount of $199,940 for the construction of a side path along Wedington Dr. (Hwy. 16/112 Spur) at the intersection of 1-49 and approval of a budget adjustment. BACKGROUND: The City has worked with the Arkansas Department of Transportation (ARDOT) over the past 6 years to include a side path with the improvements to the 1-49 and Wedington Intersection as shown on the Active Transportation Plan. In 2017, the City was awarded a Transportation Alternatives Program grant in the amount of $332,000 to fund the additional costs to widen the new bridge over 1-49 to accommodate the trail. This funding only applied to the bridge and the plans showed a transition to 5-foot sidewalks at each end of the widened bridge. To better accommodate bicycles, the City requested that the sidewalk be widened to continue the trail to the proposed signalized intersection at Steamboat Dr. and to tie in the Shiloh Trail. ARDOT agreed to extend the side path as highlighted on the attached plans, but the City is responsible for the additional cost to widen from a 5-foot-wide sidewalk to a 10-foot-wide trail to accommodate bicycles. DISCUSSION: The Active Transportation Advisory Committee has reviewed the project many times over the years and is in full support of adding the trail to the project. On April 27t", 2021, the Transportation Committee will also review the project and provide a recommendation. BUDGET/STAFF IMPACT: Funding in the amount of $199,940 has been allocated through the 2019 trails bond program for the side path along Wedington Dr. Attachments: 1-49 and Wedington map ARDOT Letter Job BB0411 Plans with side path Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 E 70F KANSAS DEPARTMENT TRANSPORTATION The Honorable Lioneld Jordan Mayor of Fayetteville 113 West Mountain Street Fayetteville, Arkansas 72701 Dear Mayor Jordan: ARKANSAS DEPARTMENT OF TRANSPORTATION ARDOT.gov I IDriv*Arkansas.com I Lori* H. Tudor, P.E., Director 10324 Interstate 30 1 P.O. Box 2261 Little Rock,AR 72203-2261 Phone:501,569.2000 1 Voice/TTY711 1 Fax:501.569.2400 April 14, 2021 Re: Job 040847 DECEIVED APR 19 '2021 CITY Of FAYETTEVILLE MAYOR'S OFFICE Hwy. 16/112 Spur Intchng. Impvts. (F) Washington County Interstate 49, Sec. 28 Manhattan Road & Bridge Co., of Tulsa, Oklahoma, submitted the low bid of $37,640,417.00 for the referenced project at the Department's January 13, 2021 letting. The Arkansas State Highway Commission has accepted their proposal and has executed the contract. As you are aware, the City of Fayetteville partnered with the Department to include a shared -use path on the new Highway 16 (Wedington Drive) bridge over Interstate 49. The City's financial commitment for this design modification has been fulfilled. However, in addition to the shared -use path on the bridge, the City also requested wider sidewalks on both sides of the bridge to better incorporate the shared -use path into the local trail and sidewalk system. The Department agreed to these design modifications with the understanding that the City would cover all associated costs, including any additional right of way to be acquired or necessary utility relocations. The additional costs associated with the City's request are calculated below: Amount: Preliminary Engineering $ 0.00 Right of Way Acquisition $110,000.00 Utility Relocation $ 20,000.00 Construction $ 69,940.00 Construction Engineering $ 0.00 Total $199,940.00 Please submit a check for $199,940.00, made payable to the Arkansas Department of Transportation, to this office. The submission of these funds to the Department will be considered your concurrence in the award of this contract. The Honorable Lioneld Jordan April 14, 2021 Page Two We look forward to working with the City to complete these important improvements. Should you have any questions or comments, please advise. Sincerely, r' Re ines, P.E. Deputy Director and Chief Engineer c: Director Deputy Director and Chief Operating Officer Assistant Chief Engineers Fiscal Services Program Management Transportation Planning and Policy District 4 Job 040847 `C' File MONTRA DOROTHY JEANNE ST ' SHALE ST EXISTING SHILOH TRAIL i/ db �. Trail remain reconstructed sect ARDOT: City must pay to have the trail reconstructed � NEWPORT TELLURIDE D DR a OQ1 ' 14 foot wide trail with 5 foot buffer across bridge. Proposed 12' wide concrete trail �.� r�7:•,. ' � City cost share of $415,000. CITY: Include the wide concrete trail �kP ARDOT shows the trail ending at the interstate ramps to accomodate bicyclists on the north side �' u,tes ` ` where it transitions to 5 foot sidewalk on both ends. entire length instead of bike lanes. pia` yc City request to expand the sidewalk to a C ARDOT: Not leasable due to pedestrian safety pia 12 foot wide concrete trail on the entire north side concerns from high right -turning movements. Note: Current Plans do not accomodate bicyclists comfort Halyday In Inn & I rpress w Existing Asbell PRIVATE j j SURPs '9� a On -Street Bikeway 3400 w To Razorback Greenway I I o 80 Arvest a Bank .•• U)------- — _-VALLEY DR -------- l•��gN��O��E� ���6D 0 D,);4 of f_-1 McDonald's ■■.■■■■n■■.:...�...�...�...�...�...�... f ... �... • •• Casey's •'�...�...� •• I I �WEDINGTON DRY ...�...�... �...�.., ■ ■ ■ ■ ■ ■ ■ ■■ Crossing should be on the east rIHOPHOP O W wedin t 112S side of Steamboat Drive Z BLACK FOREST DR CITY: Include enhanced crosswalk at this Planet N�Highest Priority is Shiloh Trail '` E��� o� freeturn movement. Reduce radius ARDOT: rightEnha Enhanced Fitness 7G � and trail across bridge CRPVVO� crosswalk not needed Fv m 7 f and no striped crosswalk R a ro GRO MARVIN Of AVE MCMILLAN DR o Trail to be relocated and replaced c v bysting ARDOT as part of the project. Gs H W : � • ' aA • II II : JEWELL RD cLegend • II • •••— Proposed Shared Use Paved Trail (Within ARDOT Project) = •••— Proposed Shared Use Paved Trail over Bridge (Cost Share mill, Future Trail Extensions (Not Part of Project) o----: Existing Bike Lanes ROCKFORD DR ��'• �P ---- Existing Bike Route with Sharrow II Existing Shared -Use Paved Trail CITY Or N Project BB0411 Map FAYETTEVILLE � ARKANSAS 0 125 250 500 750 1,00eet W�E Wedington Drive (Hwy 16) and 1-49 Proposed Trail lS HWY. 16/1125 Dare DMi so.xo. zr.re ..o avm..+ znoe i°eiis THERMOPLASTIC PAVEMENT MARKINGS STA. III+44.50 6" DOUBLE YELLOW THERMOPLASTIC o6 eRK, G" WHITE = 4,518 LIN. FT. PAVEMENT MARKING 6" SKIP WHITE - 2.579 LIN. FT. BEGIN JOB 040847 �'� rEDwo&47o ,j4 ss33 G" DOTTED WHITE = 170 LIN. FT, al RIGHT TURN LANE ARROW m 2 PERMANENT PAVEMENT MARKR4G OETAtLS 6" YELLOW - 338 LIN. FT. LOG MILE 12.' THERMOPLASTIC 6" DBL. YELLOW = 1,655 LIN. FT. WORD "ONLY" THERMOPLASTIC 6" SKIP YELLOW = 85 LIN. FT. 6" SKIP WHITE THERMOPLASTIC jATE OF'`y 12" WHITE = 2.120 LIN. FT. 6" DOTTED WHITE THERMOPLASTIC PAVEMENT MARKING W/ TYPE 11 f 5 LEFT TURN LANE ARROW PAVEMENT MARKING RED/WHITE RAISED PAVEMENT if AR SAS RT. TURN ARROW - 13 EA. THERMOPLASTIC N 6" DOUBLE YELLOW pRKERS v BO' O.C. J LT. TURN ARROW = IS EA. '', 10" CONTINUOUS WHITE 'THERMOPLASTIC 1h +� RIGHT TURN/THRU LANE ARROW REFLECTORIZED PAINT a' -,PAVEMENT MARKING RT. TURN/THRU ARROW IEA. N N THERMOPLASTIC ON FACE OF CURB L LT. TURNTHRU ARROW IEA. v i0 00 _ - fR - AL WORD "ONLY" = 25 EA. 61' CONTINUOUS WHITE ENHANCED THERMOPLASTIC PAVEMENT MARKINGS 0 _ MARKING Va~iP — N �,p N ie63d 12" WHITE = 60 LIN. FT. g•• CONTINUOUS WHITE THERMOPLASTIC 21,66.45'LT. ri L� , !� ~ `r THERMOPLASTIC PAVEMENT _ 12" DOTTED WHITE = n5 LIN. FT. f 6" CONTINUOUS WHITE - p'I!"I t :T'L 6R REFLECTORIZED PAVEMENT MARKINGS PAVEMENT MARKING +T 40.78'LT. THERMOPLASTIC PAVEMENT - a NP p7I� "021 o- 10" WHITE 47I LIN. FT. KING 12' WHITE STOP BAR_ THERMOPLASTIC + THERMOPLASTIC f4 ' OARCONTINUOUS. WHITE -- + 12" WHITE STOP BAR AISED PAVEMENT �k1ARKEN5 -_--- _ ENT MARKING', II' II' II PAVEMENT MARKING REFLECTO{t�ZEE PAINT �� PAVEMENT {{77 _ TYPE•R(RED/WHITE)-:I74 EA - y --ON FACE CURB_ - -- 6 CONTINUOUS pIHIT HERMOPLASTIC TYPE'H(YELLOW/YELLOW) = 4;EA. PAVEMENT MARKING +88 64.93' LT. I IIIIIII )III -- --- -- QO L 6" DOUBLE YELLOW x{ 1 �'- - C II'r, t '�______ ____ _____ _ ________ISHIFTNE - THERMOP II'♦ - _ _ _ _ _ SHF - - - - E._ +42. 4.76' LT• - - - - 300' TAPER & 30' bPEAMG _ Q HWY. 16/112S l - _ _ II' _ - - y -II _ +73 5.50' LT. - - - n +85. 5.50'LT. _ - .II.- _ - - . - . - . - - - _ - T PER760'STORAGE� 11 0 ---------- 6" DOUBLE YELLOW yy 6" SKIP YELLDW'THERMOPLASTIC PAVEMILM MARKING IIIIII IIIIIIIIIIIII 60'�TAPER THERMOPLASTIC; y THERMOPLASTIC PAVEMENT MARKING W/ TYPE II 12" WHITE CROSSWALK (� PAVEMENT MARKING YELLOW/YELLOW RAISED PAVEMENT THERMOPLASTIC "�+ LEFT TURN LANE ARROW MARKERS v 80' O.C. PAVEMENT MARKING + THERMOPLASTIC �'p IO' WIDE v 4. O.C. +50, 76.95' RT. 6" CONTINUOUS WHITE 6" CONTINUOUS YELLOW *00 76.95' RT. II' 11' 11' `, THERMOPLASTIC � 300' TAPER THERMOPLASTIC 12" WHITE STOP BAR PAVEMENT MARKING PAVEMENT MARKING THERMOPLASTIC + 6" SKIP WHITE THERMOPLASTIC LEFT TURN LANE ARROW PAVEMENT MARKING S PAVEMENT MARKING W/ TYPE II THERMOPLASTICRIGHT TURN LANE ARROW �x X RED/WHITE RAISED PAVEMENT b MARKERS 0 80' O.C. I � THERMOPLASTIC 6" CONTINUOUS WHITE _ WORD "ONLY" THERMOPLASTIC THERMOPLASTIC PAVEMENT MARKING 6" CONTINUOUS WHITE ti m I 6" CONTINUOUS WHITE THERMOPLASTIC THERMOPLASTIC � N ! PAVEMENT MARKING PAVEMENT MARKING lq 10 foot wide side PAINT P. / C. 10, CONTT_ONNFACE WHITE AEFLECfORIZED O O ST i � • - o PAINT ON FACE OF CURB )Q N ,o� /xb` path to be B A• 175+ ! P� constructed with jg+�0 W rL RAMP 3 85.Tg O P O� a N O ,p HWY.16711 S TA 17+44 payment for, ' v Q SHILOH DR. S A. 100*00.00 p y D d n o = 75 o0, Do TAP Funded Trail on N — N additional 5 feet from KING /r/r HWY. 16/112S STA. 130«g5.00 = 6" SKIP WHITE THERMOPLASTIC N 4' RAMP 3 STA.173+07.95 Bridge a a PAVEMENT MARKNG W/ TYPE K 6" DOUBLE YELLOW P C. STA. ! the City / ° +33..57 LT. g RED/WHITE RAISED PAVEMENT In to OO+ O LEF (ON LANE AAR W MARKERS v 80'D.C. THEAMOPI ASTW; 92;5 C •9a•DO'00' I` PAVEMENT MARKING p •3 1.50'Li. TH R _ ASTIC a a ,2" WWTE STOP BAR 12" WHITE CROSSWALK 12" WHITE STOP BAR M y 1 T, i- ip IfH4 = THERMOPLASTIC THERMOPLASTIC , - PAVEMENT MARK •82 85 LT. THERMOPLASTIC PAVEMENT � PAVEMENT MARKNG Ill's O • 69' $4' 42" ® _ - MARKING 10' AIDE a 4' O.C. 9.50' Ri, *00 ! ! ® +55 59-85' LT. '' +37 3 ,84'LT, - • 6. OOUBLE YELLOW 6" CONTKNUOUS *HITS I I HIIIIII o rNERMDPL a s r c fw II' RT. - - - 263' STp1eA77 G 1 _ _ r 100' TORAGE­4 at AWRY. 16/52S WORD NLY" _ .� • °' T, 15.50'Ri. _ 310'STORA�£ - - 13� TPENIN� _ . -THERMO LASTII� + _ 6 RT. .R•' '- - -? - - 6" DOTTED WHY£ .. II' —STIN+1 !94' STdiRGE iRYOPL ASTIC •••••••• ..11..z .... . ._. ..... .. �.' - PAY EAEHT MATIKINC - - - ./ .�.. .. 11• 3 300'TAPER C7 360') M )2• wMTE CROSSWALK 6" SNiP �TEIAI"�VM�l E THERMOPLASTIC AS TIC _ RIGHY T,1NH 0.50' AT / I / 1^` THERMOPLASTIC PAVEMENT PAVEMENMG W! TYPE K LANE ARROW J// l WORD+"ONLY" 6" CONTINUOUS WHITE• MARRING IO'ri10E v 4'O.C. REO%WHIPAVEMENT THERMOPLASTIC THERMOPLASTIC— MAR&Efl50.t. fi^ CONT14LBO TS WHITE RIGHT TURN ! / THERMOPLASTIC �i 1T PAYE ENT M4 KINO THERMOPLASTIC LANE ARROW / / 'LEFT TURN LANE Q'1 L+501'VLS'I PAVEMENT MARRING i THERMOPLASTIC 6" SKIP WHITE ARROW THERMOPLASTIC WORD "°HWY" THERMOPLASTIC PAVEMENT THERMOPLASTIC 12" DOTTED WHITE ENHANCED -49 j / MARKING W/ TYPE II 2" WHITE STOP BAR u - I I THERMOPLASTIC PAVEMENT / / RED/WHITE RAISED THERMOPLASTIC 9 C_ EXIST. SNiLOH OR. HWY. 16/I125 STA. 130+45.00 = ) MARKING W/ TYPE 11 ! ) PAVEMENT MARKERS v 80' PAVEMENT MARKING SHILOH OR. STD. 173+B7.T i I RED/WHITE RAISED ® ! �! O.C. 6 = 82.10'57" 1 I PAVEMENT MARKERS T. SHILOH DR. I 1 ° 240'`' HWY. 6/1125 •tlls•�•d PERMANENT PAVEMENT MARKING DETAILS - LI•z1,eo1 0� I I I / / / � / � 1 1 Dorf EVISE n:io: zrare rco.so svo�.ry . znoE Q 1,4\11i20.9 �r2 woe470 55 / / 1 I? C. Sj P• 2 PE.RMANEHi PAYfMEki MARl-IG OEl TAP Funded Trail on 12" WHITE CROSSWALK THERMOPLASTIC _. PAVEMENT MARKING 10' WIDE 0 4. O.C. STATE Opp. 6" DOUBLE YELLOW Bridge THERMOPLASTIC O`. f AR"SAS Q. RAMP 2 PAVEMENT MARKING O` / / + P.I. STA. 140+71.08 + F HWY. 16/112S STA. 137+96.21= u + 6" CONTINUOUS WHITE THERMOPLASTIC ` p =A75' 00' 00"1 + I R AI / / PAVEMENT MARKING 1 A +93. 69.05' LT. 6" CONTINUOUS WHITE THERMOPLASTIC STA. 143+OO.bO (�tN66R 1- 9 SIA IT +4 ( 6" DOUBLE YELLOW THERMOPLASTIC PAVEMENT MARKING H Y.I /II .I • .I 12" WHITE STOP BAR END JOB 04084 �y Nw 186E4 q + 64. 74' 2"' PAVEMENT A7ARKPIG TXER40PLASTIC 6" SKIP WrpTE THERMOPLASTIC PAVEMENT MARKING PAVEMENT MARKW4C WI TTPE A REOlWHITE RAISED PAVEMENT •T0. 69.06'LT. 74' U 61+/611 \ 1 712912020`c RED/WMARKEHS 0 80' O,C. ������� ���� STORAGE c 150' TAP R 6 30' OPENING (, G" DOTTED WHITE ° — T f a �,�' — _•90, 5.50' RT. THERMOPLASTIC 12' w�RL1�La5TM — PAVEMENT 12' «47, 43.37'LT. 12' I ae Y'—/ _ • — - MARKING _ 2' 12• S87'OS'30"E TOPACE TAPER b 30' OK ING — _ *90. 161 0' RT. 12 - - Q HWY. 16/112S v 6.5D' T. 12 .1.89' LT. - 12, o ' — _ — I � •_ — +25., a. RT. _ M�AO'TAPEk 30' OPESWG A. STORAO M 15' + 6" DOUBLE YELLOW z ❑ 06'16+911'VIS *I'd - ^ THERMOPLASTIC R -^ + t5 • + 1' / 100' TAPER PAVEMENT MARKING IS' LEFT TURN LANE ARROW ` THERMOPLASTIC 1 6" SKIP WHITE THERMOPLASTIC .12 DOTTED WHITE ENHANCED L6" DOUBLE YELLOW PAVEMENT MARKING W/ TYPE 11 THERMOPLASTIC PAVEMENT MARKING W/ 12" WHITE STOP BAR THERMOPLASTIC RED/WHITE RAISED PAVEMENT TYPE IIRED/WHITE RAISED PAVEMENT THERMOPLASTIC PAVEMENT MARKING - MARKERS 0 80' O.C. MARKERS 0 24' O.C. PAVEMENT MARKING S 10 ONTINUOUS WHITE A E 12 CONTINUOUS WHITE ENHANCED I+�i �` 11'� RE ECTORIZED PAINT `\ THERMOPLASTIC PAVEMENT MARKING W/ N TYPE IIRED/WHITE RAISED PAVEMENT N 0 FACE OF CURB \ C. RAMP 5 m m I v MARKERS o 10' D.C. NOSE 6" CONTINUOUS WHITE `�\\/�^ H Y I /II TA + m o M - '9£• Al H Y. 1 /11 « ,8 THERMOPLASTIC \ \\ N ' + 4. N Q RAMP 5 STA. 160«92.06, 15.00' LT. PAVEMENT MARKING \ \ \ p = 75' 0000" O a a a b 10 foot wide side path to be - Q RAMP I/FUTRALL DR. a constructed with payment for additional 5 feet from the City HWY. 16/112S PERMANENT PAVEMENT MARKING DETAILS FIRST AMENDMENT This First Amendment ("Amendment") to the Memorandum of Agreement regarding Installation and Maintenance of Street Signs on Certain Roadways on or near the University of Arkansas Campus dated 03/22/2019 ("MOA") is entered into by and between the Board of Trustees of the University of Arkansas, acting for the University of Arkansas, Fayetteville ("University") and the City of Fayetteville, Arkansas ("City"), on this day of April 2021. WHEREAS, the MOA was entered into by the University and City so that certain street sign names on certain roadways on or near the University campus would be under the control of and maintained by the University in accordance with the terms of the MOA; WHEREAS, the parties wish to include additional street sign locations to the MOA; NOW, THEREFORE, the parties agree as follows: Section 1 of the MOA is hereby amended to add the following streets or portions of streets on or near campus to those that are subject to the MOA: U. Intersection of Garland and Cleveland (overhead/traffic light signage) V. Intersection of Maple and Razorback (overhead/traffic light signage) w. Intersection of Maple and Stadium (overhead/traffic light signage) X. Intersection of Maple and Garland (overhead/traffic light signage) y. Intersection of Razorback and Meadow (overhead/traffic light signage) Z. Intersection of Razorback and Nolan Richardson (overhead/traffic light signage) aa. Garland + Douglas bb. Thomas + Markham cc. Thomas + Hotz dd. Graham + Hotz ee. Graham + Meadow ff. Graham + Center gg. Graham + Nettleship hh. Razorback + Markham ii. Razorback + Hotz J. Razorback + Center kk. Razorback + Carlson 11. Razorback + Mitchell mm. Eastern + Mitchell nn. Stadium + Carlson oo. Stadium + Bulldog pp. Stadium + Nolan Richardson qq. Stadium + Clinton rr. Stadium + Meadow The streets are also identified on the map attached hereto as Exhibit A and made a part of the MOA. Amendment —Page 1 of 2 2. Except as specifically modified by this Amendment, all of the provisions of the MOA shall remain the same and in full force and effect. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed by the authorized persons set forth below. SIGNATORIES BOARD OF TRUSTEES OF THE UNIVERSITY OF ARKANSAS, ACTING FOR THE UNIVERSITY OF ARKANSAS, FAYETTEVILLE, ARKANSAS A_ 1e: Joseph E. Steinmet C. Chancellor CITY OF FAYETTEVILLE, ARKANSAS Mayor Lioneld Jordan City of Fayetteville, Arkansas ATTEST: Kara Paxton, City Clerk -Treasurer (Date) (Date) Amendment —Page 2 of 2 (Date) � q'O i� ,�t I I�❑ I�---CrftYF.Ah➢Srn±:: � {4 cg OVERHEAD � SIGNS Garland Avenue {x2} EJ + Cleveland Streel {x2} �0 ;L [� # ZI �R c it Z L� : t._.t'' � n1 t3 S� OVERHEAD SIGNS �J Q I , 1j; �� GarlBhd AWn�o 1 C�u-,lns Slrtrl po� v 1J� Razorback Road{x2) Q n � Maple Street {x2} �. p ❑ LZI [j OVERHEAD SIGNS - — - r 7 ❑ 4 g � R:• �6 Q 42 Stadium Drive{x2} t "G oes 5'=+ r -- ' Maple Street{92} d i r PL FIN TAL + �ry ... ~ .. u ! ilk I r - A OVERHED SIf3NS '� !"- D u r7 t r t I .4 Garland Avenue {x2}71m r.. J-. F. _ .�I 14}apldSlreel(x2j-7 b� O 4 Q kV4ldtllow do OldM,im Q �0Q o R u3 - F Old Mom I town nns Avenu➢".iplkham Redd [) �MAV: p .1019 1 77rrA rrr � f] l7 � �(� � � F::t[n :.:, :, H:: !.t,t • t ;:t�s � l+'.n-�/f._I+j �i IW Ing ipmas Avenue 1 HdIT Orlvc 1 A . - c"r"r n j'•, rohaln Rvonua I Holz Drive I: �fi::t'-. '.:I'I '.fir•...: .r;nR _:b _ r DVERMEAl7 SIGNS ;ran¢m Avenue r Meadow Srreel J� _ �•• Razorback Road {x2) & Meadow � "=r Streeltx2} to � Fvr, rcrn � a � 1� tom" 3 ,�' _ ., :r �' �^xvf 9AYf Cem�eeLY I L _ ,. ., ; jC:3 nStadium Drive/ Meadow Sbecl rr,f :):� r C7 H_t .. _. PCr C� - - Razorback Rp➢dlCi:nler Streel ' an.."mu:-�-r -unUJ useurn Yu ,I ED Graham Avinuo f Conlor Slrcel A[ P12C•�� . -n/LJ--�I C=7 I l u DVERHEAfl SIGNS z ❑ LS Graham Avo sue r Nall leship Slre°[ - Razorbaek Road {x2) LLL�JJJ D 1 tS•f f'� 'W! Nolan Richardson Drive {x2} hCCC�JJJ �,J �j� Stadium Drwe I Can Dwe y�'yy oo 'rT r:: C3 �T L!1 n 03 Ci ~ 13 9 EJ i Sladium OfIVC I Not Lin Richardson Llnvc n r�G O�ytl D 0 Stadium D&OI Carlson DrNo p °� p Razorback Rpad I Mrtcholl Strout M T • • tj j�] p q p Q 1 ° Ro2drow* Road I Carlsson Ori�,r �J tslem Avenue f Mircitoll Strua! mr� _ G b f7 R r] t] 0 L7 0 'fief; ' jI Jr Stadrum Drive I f3u1!dog Boulevard za O !J {} ZP U da {] o � a a f] _ (30 n.n NrrH :1rtr-a crf:f: ^r'J If:1i'/A.n ❑ �Q -~ LJ MIn EXHIBIT A O V) rn O 1 c a L O O I m 0 rn F- z ry In H O O w I V) m N cfl 0 1 ry w ry 0 w1 V) Q m U1 PO Lo 0 ro rn 0 w1 V) Q m U1 00 00 rn rn 0 �I Q In In �I w Z Q w 0 ry w H ry O D_ 00 00 rn r7 rn 0 z m � xl �> w V)o �w z 12 30 -0w c6z 00Q �w �M rnry o1 L �ry No In a_ �100 / w a� � O U OO In Ix �> O O 0� o� I)f (y) /P, -00 xw w / Q �m 0 I cri ow �w o0 /ry 00 r7 O Q / N O 0 06 I_ O 04 no � N 0)00 0 0 04 / Q L� 6Ld 00 CATV - O I L�� r. I / a I 1'l W j I o O o a z i 44 I —x X 0 SALLY PORT X X MO. Mil ■ ■ r� Ell 1. M. ■■• IIIIII �■ M �� Ill�lllllllllr - M M n IIIIII O o O X ASSET BUILDING 2 (CONDITIONED) ASSET BUILDING 1 V, III' xi I x PP=OH W. DEANE STREET — — — D D � W/ W M 0 I 0 0 —OH I T I o I I I wM I I I I I _ c L_I I I I I I SS I I I I I I I I I I SS �tl LI I I ❑ 0' 25' 50' 100' SCALE IN FEET F- O U C O v7 III 0 0 Cl? CIO 6i r` It J W H - C M M CD O ti N ti -TQ C� Lu N >+ O ca Cyl)w J: z O0 U) U > W 0 U z 0 Lu Of n r � z0 I N O N w LLI Z � OU) W U Q W < W � Z Q w >. � Z C) LLI Z Q m Q 0 li z owU) ❑ �� U) O z Y Z 121� Q L JH - J J Lli W W VV L - C LL / C O G drawn by: ELH checked by: CBB s � approved by: CBB QA/QC by: CBB project no.: 019-3988 drawing no.: T PSIT 0193988 — _ date: 04.07.21 SHEET 1 of 1 CITY OF FAYETTEVILLE ARKANSAS CITY OF FAYETTEVILLE TRANSPORTATION BOND PROGRAM PROGRESS REPORT — APRIL 2021 The Transportation Bond Program consists of projects that will be designed, contracted, and administered by City Staff or consultants/contractors working for the City. A summary of the status of all projects in the program follows below. Funding for the Bond Program includes $36 million in bonds for the first phase of the program. 1) RUPPLE ROAD (TANYARD DR. TO WEIR RD.) Project Summary • Completion of the last missing segment of Rupple Road. • Improvements include 4 travel lanes, a center median, sidewalk on the east side, a 12' wide multi -use trail on the west side, storm sewer, lighting and street trees. • This portion of the project is being constructed as a cost -share between the City and the developer of the Magnolia Park Subdivision. Phase 1 — Cost Share This portion of the project is being constructed as a cost -share between the City and the developer of the Magnolia Park Subdivision. • Recent Actions: 1. Construction is complete. Phase 2 — City Portion This portion of the project is fully funded by the City and was bid as a separate project. This portion of the work will connect Phase 1 to both the east and west sections of Weir Road. • Recent Actions: 1. Construction is complete. 2) ZION ROAD PHASE II (VANTAGE DR TO CROSSOVER RD) Project Summary/Status • Improvements include 2 travel lanes, a center turn lane, sidewalk on the south side, a 10' wide trail on the north side, storm sewer, lighting and street trees. City Council approved the design contract amendment with McClelland Consulting in July 2019. A bid opening was held on June 24, 2020. Tri Star Contractors, LLC was the low bidder. This was approved by the city council at the July 21, 2020 council meeting. A pre -construction conference was held on September 23ra Mailing Address: 113 W. Mountain Street Fayetteville, AR 72701 www.fayetteville-ar.gov Recent Actions: • Waterline has been installed from Crossover Road to Taliesin Lane. • Trail construction was started on the east end of the project. • Demo and excavation for the roadway is underway. Upcoming Activities: • Retaining wall construction around the pond at Old Missouri. • Sanitary sewer construction expected to begin near Vantage Road at the end of May. • Trail and sidewalk construction continue. • Completion of construction is expected in January 2022. 3) STEAMBOAT / DOROTHY JEANNE CONNECTION Project Summary/Status • This project was designed in-house by the City Engineering Division. • Improvements include 2 travel lanes, sidewalk on the south/east side, a 10' wide trail on the north/west side and street trees. • A bid opening was held on May 28, 2020. Sweetser Construction was the low bidder. Recent Actions: • Construction is complete. 4) SHILOH DR. / FULBRIGHT EXPRESSWAY INTERSECTION Project Summary/Status • Improvements include the reconstruction of the intersection of Shiloh Drive and Mall Avenue intersection and installation of a traffic signal in that location. The project also includes the installation of a right turn lane along Shiloh Drive for the vehicles turning right onto the Fulbright Expressway on -ramp as well as a traffic signal for this intersection. • City Council approved the design contract with Garver Engineers in September 2019. Recent Actions: ArDOT has given preliminary approval of the traffic study and the traffic signal warrant analysis. Garver has submitted final design to ArDOT for permitting. Upcoming Activities: Once ArDOT permitting is complete, the project will be ready to bid for construction. 5) CENTER / HARMON INTERSECTION Project Summary/Status • Improvements include widening to accommodate turn lanes, sidewalks on the south side, multi -use trail on the north and west sides, installation of a traffic signal, and pedestrian accommodations. • City council approved the design contract with McClelland Engineers in November 2019. Recent Actions: • MCE submitted a design contact amendment to include additional survey and design for off -site storm sewer necessary for the construction of this project. This contract amendment was approved at the December 1, 2020 council meeting. Upcoming Activities: • MCE is working on the final construction plans. • Land acquisition continues. • Construction is expected to begin in July of 2021. 6) MIDTOWN CORRIDOR Project Summary/Status • The corridor improvements include the evaluation of the on and off ramp intersection of 149 at Porter Road, street , bicycle and pedestrian improvements along Porter, Deane and Sycamore to the Razorback Greenway, and the Mid -town Trail from the Razorback Greenway to College Avenue. • City council approved the design contract with Olsson in November 2019. Recent Actions: • 60% plans were submitted to the City for review for the Deane and Sycamore portion of the project as well as for the Poplar Street portion. 30% plans were submitted for the Porter Rd portion along the PD site. • City review comments of the plan submittals were sent to Olsson. Upcoming Activities: • Olsson will continue with development of the design plans based on review comments provided by the City. • Evaluation of the project cost estimates. Changes may be required to bring the project into budget. 7) SAIN STREET EXTENSION (FRONT ST. TO JOYCE BLVD.) Project Summary/Status • This project was recently selected for federal STP-A funding. The funding is for planning, design, and environmental review of a connection between Vantage Drive and Sain Street, including a connection to the flyover bridge at 71 B and the Fulbright Expressway. Burns & McDonnell is the design consultant. • The FHWA has obligated $4,500,000 of Federal -aid funding for the construction of Sain Street. Recent Actions: • Contractor has completed clearing and grubbing of trees and vegetation in the proposed roadway corridor • Mud Creek Trail has been closed in the project area and a detour route has been established for the trail users • Contractor has installed large B-stone in the proposed roadway on the west side of Mud Creek. The B-stone is used to bridge the poor soil & wet conditions. • Contractor has installed drilled shafts for the proposed bridge on interior Bents #2 & #3 Upcoming Activities: • Contactor will be building concrete forms for pier caps over the drilled shafts on Bent#2 and#3 for the new bridge over Mud Creek. • Geotechnical fabric will be installed over the B-Stone on the roadway fill on the west side of the proposed bridge. • Construction is expected to be complete in December of 2021. 8) MAPLE ST. CYCLE TRACK Project Summary/Status • This project will include street improvements and the creation of a bicycle corridor between the Razorback Greenway and Garland Ave. along the south side of Maple St. Major project elements include construction of a 2-way cycle track along the south side of Maple St., signalization at Gregg Ave. and Maple St., storm drainage and new sidewalks along both sides of Maple St. between Gregg Ave. and Garland Ave. • Emery Sapp and Sons was selected as the construction manager and a contract for preconstruction services was approved at the September 15, 2020 City Council meeting. Recent Actions: Upcoming Activities: • On hold due to funding. 9) 15th ST. / RAZORBACK RD. INTERSECTION Project Summary/Status • This project is being designed in-house by the City Engineering Division. • Improvements include an additional lane on the eastern leg of the intersection to provide a dedicated left-hand turn lane. The intersection will be signalized with pedestrian accommodations. Sidewalks will be included on both the north and south sides of 151" Street for the length of the project. Recent Actions: • Design is complete. • Plans have been submitted to the railroad to coordinate the design of the railroad modifications. Upcoming Activities: • Railroad agreement development is underway. • Construction is scheduled for 2022. 10) HIGHWAY 71 B CORRIDOR Project Summary/Status • Improvements to these corridors could include striping, widening and/or narrowing of the roadway, utility relocation (including burial of overhead utilities), sidewalk/trail installation, accommodations for transit systems, elimination or reconfiguration of driveways, additional traffic signals, medians, plazas, art installations, lighting, wayfinding, protected intersections, parking, LID stormwater strategies and other corridor improvements to be identified in the design process. • Design contract with Garver Engineers was approved at the July 7, 2020 city council meeting. Recent Actions: • Garver presented the programming document to the Transportation Committee in March. Upcoming Activities: • Review of the programming document and cost estimates. • Meetings with property owners. • Determination of priority projects for design. 0 11) APPLEBY / PLAINVIEW / ROLLING HILLS CONNECTION Project Summary/Status • This project includes an extension of Rolling Hills Drive into the Fiesta Square Shopping Center, a direct connection from Appleby Road to Rolling Hills and an extension of Plainview Drive south into the Fiesta Square Shopping Center. These streets will all intersect at a roundabout on the east side of the shopping center. A design contract with Garver Engineers was approved the City Council at the June 4, 2020 council meeting. Recent Actions: • Review comments for the conceptual plans were submitted to Garver. Upcoming Activities: • 60% design plans are underway for the Plainview extension. The design within the Fiesta Square property is on hold until additional input is obtained from the property owner and their tenants in late February. • Construction is expected to begin in December 2021. • A meeting with the Fiesta Square property owners is scheduled for the last week of April. 12) ARCHIBALD YELL BLVD. SAFETY IMPROVEMENTS Project Summary/Status • The goals of this project include providing safe pathways for pedestrians to cross Archibald Yell Blvd., increasing safety at the College Ave./Rock St./Archibald Yell Blvd. intersection, and providing space for pedestrian and bicycle facilities along Archibald Yell Blvd. • A design contract with Garver Engineers was approved the City Council at the June 4, 2020 council meeting. Recent Actions: • 60% Design comments were sent to Garver. Upcoming Activities: • Development of final construction plans. • Right of way and easement acquisition. • Construction is expected to begin in the 3rd quarter of 2021. 13) ROLLING HILLS IMPROVEMENTS (COLLEGE TO OLD MISSOURI) Project Summary/Status • Improvements include street narrowing with new curb and gutter, storm sewer, mini -roundabouts, and bicycle/pedestrian facilities. • A design contract with Garver Engineers was approved at the November 1, 2020 city council meeting. Recent Actions: • Site survey work has been completed. • Conceptual plans have been submitted to the City for review. Upcoming Activities: • Transportation Committee review of the conceptual plans. • This project is expected to be ready for construction in March of 2022. 14) JOYCE BLVD. SAFETY IMPROVEMENTS Project Summary/Status • Safety improvements to Joyce Blvd. between Vantage Dr. and Old Missouri Rd. Specific improvements will be identified by a study of the corridor to identify mechanisms and causes of crashes in the area. A turn lane will be investigated as a solution, but other solutions will be considered as well. Recent Actions: Upcoming Activities: • Design is scheduled to begin in the second quarter of 2021. 15) NORTH ST. / MISSION BLVD. CORRIDOR Project Summary/Status This project includes pedestrian and transportation improvements along North Street from Garland Avenue to Mission Boulevard. Design concepts will consider items such as: • Garland Ave. to Gregg Ave. — Pedestrian improvements to connect retail and restaurant areas on Garland Ave. to residential areas and the Razorback Greenway. Pedestrian safety improvements at the Garland/North intersection. • Highway 71 B (College Ave) Intersection — Left turn lane for west bound traffic east of 71 B and signalization upgrades to reduce congestion. • Highway 71 B to Mission Blvd. — Pedestrian improvements and intersection improvements at Hillcrest. • North St./Mission Blvd. intersection improvements. Phase 1 — North/Mission Intersection and Mission Trail • Construction of a roundabout at this intersection to replace the existing traffic signal. • A design contract with Crafton, Tull and Associates was approved at the July 7, 2020 city council meeting for the North Street/Mission Blvd intersection and trail. Recent Actions: 1. City review comments were sent to Crafton Tull in December 2020. 2. Public input was sought through mailers and a Speak Up page. Upcoming Activities: 3. Crafton, Tull & Associates is working on the 50% plan submittal for the North/Mission portion of the project. 4. Construction of the North/Mission project is expected to begin in 4th quarter of 2021. Phase 2 — Overall Corridor Study • This project will include a study of the North Street Corridor from Garland Avenue to Mission Boulevard. This study will make recommendations for specific design and construction projects to achieve the overall pedestrian and transportation goals of this corridor. Recent Actions: 1. Selection of McClelland Consulting Engineers for the overall corridor study. 2. A contract with McClelland Consulting Engineers for the overall corridor was approved by the City Council at the March 16 city council meeting. Upcoming Activities: 3. Field surveys are underway. 16) OLD WIRE RD. CYCLE TRACK (EXTENSION) Project Summary/Status • An extension of the cycle track completed in 2019. This project will extend from Gulley Park to the Old Wire/Old Missouri intersection where it will turn north and continue to the intersection with Rolling Hills Drive. • The design will include curb and gutter, a 4' stamped concrete median, a 9.5' wide cycle track and an elevated 5' sidewalk adjacent to the cycle track. Recent Actions: • Field survey is complete. Upcoming Activities: • Design is scheduled to begin in the second quarter of 2021. 17) PAVEMENT MAINTENANCE / OVERLAYS Project Summary/Status • Allocation of $2.7 million in additional funds for pavement maintenance and overlays, to be selected based on results of a pavement inventory. Recent Actions: • 16.64 Miles of overlays have been completed as of March 2021. • $1,239,984.26 of the $2,700,00 has been spent or encumbered as of March 2021. 18) TRAFFIC SIGNAL HARDWARE / UPGRADES Project Summary/Status • Allocation of $1 AMillion in additional funds for the upgrade of signal controllers and equipment citywide as necessary so that all intersections are using the same hardware and software. Recent Actions: • 49 of 109 signal controllers and 45 of 55 Video Detectors have been upgraded as of March 2021. • $912,454 of the $1,400,000 has been spent or encumbered as of March 2021. COMPLETED PROJECTS PROJECT NAME COMPLETION YEAR ORIGINAL BUDGET FINAL COST TO CITY Rupple Road 2021 $3,000,000 *$3,397,360.85 Est Steamboat Dr./Dorothy Jeanne 2021 $670,000 *$407,554.56 Est *Final amount to be updated once all invoices have been submitted for payment.