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Home My WebLink About2017-05-30 - Agendas - FinalCITY OF FAYETTEVILLE ARKANSAS MEETING AGENDA City Council Transportation Committee May 30, 2017 5:30 pm or Immediately following City Council Agenda Session City Hall Room 326 Members: Matthew Petty, Chairman; Adella Gray, Alan Long, Justin Tennant City Staff: Chris Brown, City Engineer 1. Old Business None 2. New Business A. FAYETTEVILLE MOBILITY PLAN: Update of the plan status and presentation of draft concepts by Nelson\Nygaard, Mobility Plan consultants. B. OLD WIRE ROAD -CROSS SECTION REVIEW: Review of proposed cross section between Ash Street and Stanton Avenue/Gulley Park, to include a cycle track and sidewalk instead of a shared use path. This cross section has been developed in concert with the Walton Family Foundation, to provide a world-class cycling facility that can be template for other projects in Northwest Arkansas. The Foundation is considering funding for the cycle track that would reduce the overall cost of the project below that of the currently proposed sidepath. 3. Reports 4. Announcements Next Meeting June 27, 2017. 5. Attachments Old Wire Road Cross sections, details, and rendering. 6. Adjourn Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 i MW i..r ,- _ <, �'•1 f�, t �i�r 'mac ri ` _ ...,�• rte. i:� � ll�'�. SURVEYED BY: DD DRAWN BY: MB DESIGNED BY: MC Street Lamp W/Pull Box Q 75'0.C. (TYP.) W Pull Box - Quazite Tier 15 (6" x 8") Y Lamp Pole Model # - AP1305-(13'-7")-CST(Satin Black) Luminaire Model # - D733AO-T3/AVI-SY-5H/CST(Satin Black) W LJJ U Z waw O_ p1 F- J J V a Q N � O 0 LLIJ 11' 18'-6" O Q V 2" Surface Course Overlay (1/2") PG70-22 (Nmax=160) 4" Concrete (3500 PSI) Wrack Coat (0.05 Gal/SY) Residual 4" ABC Class 7 (95% MPD) 1X (n F-: d LJJ 06 t) >- LJJ 2 V-6' 8'-6" 6' Q Q 11' Ddving Lane Curb & Protec Bike Two -Way Cycle Track Pedestrian Sidewalk 0 J Gutter Lane er J O REVISED Remove asphalt 1' beyond proposed curb & gutter and install 10" of ABC Class 7 1.50% (TYP.) 7;Z 1.50°/ (TYP.) 2.00% Max. OPROFESSIONAL 2.0%Max. 2.00% — — WAN—I-II1"Colored Stamped Con(Cobblestone)(Charcoal2" Sch. 40 PVC Elec. Conduit with Pull Box 6" ABC Class 7 (95% MPD) W TYPICAL SECTION J J Old Wire Road Protected Bike Lane & Sidewalk STATIONS 1+25 to 49+00 W Q H U- z O W a �a uLL4 fk,4%� May 22, 2017 004 DRAWING: Typical Sections MATCH SIDEWALK 6" COMPACTED BASE COMPACTED TO 95% M.P.D. CYCLE TRACK & CROSSWALK 6" MIN. CONCRETE OVER 6"— COMPACTED CLASS 7 BASE SECTION A -A TOOL JOINT i SUBGRADE R1-1 CYCLE TRACK, SIDEWALK,& TURNING STREET APPROACH YEHICLES� 6" MIN. CONCRETE OVER 6" ASPHALT COMPACTED CLASS 7 BASE 12" STOP LINEA Fy <* P'T0� SIDEWALK WILL R10-15 W2-1 SLOPE WITH (50FT. IN ADVANCE LOOK CYCLE TRACK $ OF INTERSECTION) MAINTAIN 4" LIP R15-8 (TYP.) RAMP RAMP 8.33% M� 8.33% MAX. R25' (TYPJ SIDEWALK T SKIP STRIPE WITH 9' GAP g / \ CYCLE TRACK W2-1 5��A.Igk / / PROTECTED BIKE (50FT. IN ADVANCE �� LANE BUFFER OF INTERSECTION) I I I� 20'TAPER (TYR) SAW CUT ALL TERMINATE I I BUFFER AT �_ TRANSVERSE BUFFER REMAINS AT TANGENT(TYP.) JOINTS D HIGH CURB AND CYCLE TURNING LOOK RADIUS TRACK SLOPES TO VEHICLES, R15-8 1'-6" MODIFED CURB ADJACENT LANE PER PLANS WHITE HELMETED SEE DETAIL ELEVATION (TYP.) v TO� BICYCLIST SYMBOL R10-15 EDGE OF PAVEMENT TURNING VEHICLES `v T0c R10-15 NOTES: 1. FULL DEPTH EXPANSION JOINTS (FOUR INCHES) SHALL BE PROVIDED AT THE EDGE OF THE CYCLE TRACK. 2. CONCRETE TO BE SAWCUT OR PLACE A TOOL JOINT AT THE CENTER OF DRIVE AND SEALED. IF POSSIBLE CONTRACTOR SHALL TRY TO ALIGN THE JOINT AT THE CENTER OF THE DRIVE WITH THE A JOINT IN THE ADJACENT SIDEWALK. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE CITY OF FAYETTEVILLE'S STANDARD SPECIFICATIONS FOR STREET AND DRAINAGE CONSTRUCTION. 4. CONCRETE CURING COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE CITY OF FAYETTEVILLE'S STANDARD SPECIFICATIONS FOR STREET AND DRAINAGE CONSTRUCTION. 5. ALL CONCRETE SURFACES SHALL HAVE A BROOMED FINISH. 6. BEFORE PLACEMENT OF CONCRETE, ALL FORM WORK MUST BE INSPECTED BY A CITY OF FAYETTEVILLE PUBLIC WORKS INSPECTOR. SIDE STREET INTERSECTION DETAIL NTS CYCLE TRACK AT HIGH CURB SIDEWALK WILL ELEVATION ISOMETRIC:SIDE STREET INTERSECTION DETAIL NTS NE DD MB DESIGNED w oww¢ W � Q uiH W a W aLu V Q O Wcn LV0aN W =toa D C3 Jas J ~' O N REGLSTMD PROFESSIONAL ENGINEER � 9. No. 10424 Qr� W J J ��1 May 22, 2017 DTL-4 Standard Detoils ,% _ � i 1�Y�Y Y�S-Y SYY, YY SYY i �.Y - • .. 6" COMPACTED BASE COMPACTED TO 95% M.P.D. CYCLE TRACK & CROSSWALK 6" MIN. CONCRETE OVER 6"— COMPACTED CLASS 7 BASE SECTION A -A TOOL JOINT i SUBGRADE R1-1 CYCLE TRACK, SIDEWALK,& TURNING STREET APPROACH YEHICLES� 6" MIN. CONCRETE OVER 6" ASPHALT COMPACTED CLASS 7 BASE 12" STOP LINEA Fy <* P'T0� SIDEWALK WILL R10-15 W2-1 SLOPE WITH (50FT. IN ADVANCE LOOK CYCLE TRACK $ OF INTERSECTION) MAINTAIN 4" LIP R15-8 (TYP.) RAMP RAMP 8.33% M� 8.33% MAX. R25' (TYPJ SIDEWALK T SKIP STRIPE WITH 9' GAP g / \ CYCLE TRACK W2-1 5��A.Igk / / PROTECTED BIKE (50FT. IN ADVANCE �� LANE BUFFER OF INTERSECTION) I I I� 20'TAPER (TYR) SAW CUT ALL TERMINATE I I BUFFER AT �_ TRANSVERSE BUFFER REMAINS AT TANGENT(TYP.) JOINTS D HIGH CURB AND CYCLE TURNING LOOK RADIUS TRACK SLOPES TO VEHICLES, R15-8 1'-6" MODIFED CURB ADJACENT LANE PER PLANS WHITE HELMETED SEE DETAIL ELEVATION (TYP.) v TO� BICYCLIST SYMBOL R10-15 EDGE OF PAVEMENT TURNING VEHICLES `v T0c R10-15 NOTES: 1. FULL DEPTH EXPANSION JOINTS (FOUR INCHES) SHALL BE PROVIDED AT THE EDGE OF THE CYCLE TRACK. 2. CONCRETE TO BE SAWCUT OR PLACE A TOOL JOINT AT THE CENTER OF DRIVE AND SEALED. IF POSSIBLE CONTRACTOR SHALL TRY TO ALIGN THE JOINT AT THE CENTER OF THE DRIVE WITH THE A JOINT IN THE ADJACENT SIDEWALK. 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE CITY OF FAYETTEVILLE'S STANDARD SPECIFICATIONS FOR STREET AND DRAINAGE CONSTRUCTION. 4. CONCRETE CURING COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE CITY OF FAYETTEVILLE'S STANDARD SPECIFICATIONS FOR STREET AND DRAINAGE CONSTRUCTION. 5. ALL CONCRETE SURFACES SHALL HAVE A BROOMED FINISH. 6. BEFORE PLACEMENT OF CONCRETE, ALL FORM WORK MUST BE INSPECTED BY A CITY OF FAYETTEVILLE PUBLIC WORKS INSPECTOR. SIDE STREET INTERSECTION DETAIL NTS CYCLE TRACK AT HIGH CURB SIDEWALK WILL ELEVATION ISOMETRIC:SIDE STREET INTERSECTION DETAIL NTS NE DD MB DESIGNED w oww¢ W � Q uiH W a W aLu V Q O Wcn LV0aN W =toa D C3 Jas J ~' O N REGLSTMD PROFESSIONAL ENGINEER � 9. No. 10424 Qr� W J J ��1 May 22, 2017 DTL-4 Standard Detoils