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CSP 8775 Riney Road East Plan Sets - PLANSCONSTRUCTION PLANS FOR RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY OF DENTON, TEXAS L O C A T I O N M A P S BID SET 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 Binkley & Barfield | DCCM | TxEng F-257 972.644.2800 | BinkleyBarfield.com AUGUST 2025 PROJECT COVER SHEET 1 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS PROJECT PROJECT SHEET INDEX Sheet No.Sheet Title 1 COVER SHEET 2 GENERAL NOTES3 TYPICAL CROSS SECTIONS5 PROJECT CONTROL PLAN (Riney Road)6 PROJECT CONTROL PLAN (Conn to Playground)7 PROJECT CONTROL PLAN (Conn to School)8 DEMOLITION PLAN9 - 11 PAVING PLAN & PROFILE (Riney Road)12 - 16 10ft WIDE TRAIL (Conn to School)17 10ft WIDE TRAIL (Conn to Playground)18 - 19 20 EXISTING DRAINAGE AREA MAP22 STORM SEWER PLAN & PROFILE 23 EROSION CONTROL PLAN 24 25 26 27 - 29 CITY DETAILS LITTER RECEPTACLE DETAIL TxDOT DETAILS STRUCTURAL BRIDGE ABUTMENT DETAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 SHEET INDEX 2 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS SHEET INDEX LIGHTING PLAN PROPOSED DRAINAGE AREA MAP STORM SEWER CALCS 31-32 45 - 62 UTILITY PLAN - SANITARY SEWER LINE A 63 CONSTRUCTION PHASING TRAFFIC CONTROL PLAN 33 34 - 39 RINEY ROAD - CROSS SECTIONS40 - 44 SIGNAGE & STRIPING PLAN30 QUANTITY TABLE4 21 PEDESTRIAN BRIDGE STRUCTURAL (BRIDGE ELEVATION) PARK TRAIL EROSION CONTROL DETAILS64 - 65 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 GENERAL NOTES 3 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS — ’ 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 QUANTITY TABLE 4 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD TYPICAL CROSS SECTIONS 5 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS TYPICAL SECTION 10' WIDE TRAIL (SHEETS 17 - 19) TYPICAL SECTION LEGEND (MATERIALS) TYPICAL SECTION RINEY ROAD FROM STA 1+00 TO 3+50 (SHEET 12) TYPICAL SECTION RINEY ROAD FROM STA 9+32 TO 13+68 (SHEET 13-14) TYPICAL SECTION RINEY ROAD FROM STA 14+19 TO 15+94 (SHEET 14-15) TYPICAL SECTION RINEY ROAD FROM STA 16+67 TO 21+33 (SHEET 15-16) TYPICAL SECTION RINEY ROAD FROM STA 21+33 TO 21+76 (SHEET 16) TYPICAL SECTION RINEY ROAD FROM STA 21+76 TO 22+26 (SHEET 16) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 PROJECT CONTROL PLAN RINEY ROAD STA 0+00 TO 23+00 6 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILSDISCOVERY BOULEVARD70' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES N E L M S T R E E T ( U S H W Y 7 7 ) RI G H T - O F - W A Y W I D T H V A R I E SHARDAWAY ROAD50' RIGHT-OF-WAY// / //////HARDAWAY ROAD(POSTED)RINEY ROAD RIGHT-OF-WAY WIDTH VARIES 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 PROJECT CONTROL PLAN 10' WIDE TRAIL (CONN TO PLAYGROUND) STA 0+00 TO STA 16+83 7 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 PROJECT CONTROL PLAN 10' WIDE TRAIL (CONN TO SCHOOL) STA 0+00 TO STA 7+26 8 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS////////////BONNIE BRAE ST. 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 DEMOLITION PLAN RINEY ROAD STA 0+00 TO STA 4+00 9 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS LEGEND /// // / /// /// ///////////////////////////HARDAWAY ROAD50' RIGHT-OF-WAYHARDAWAY ROAD(POSTED)RINEY ROAD RIGHT-OF-WAY WIDTH VARIES 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 DEMOLITION PLAN RINEY ROAD STA 9+00 TO STA 15+50 10 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS LEGEND RINEY ROAD RIGHT-OF-WAY WIDTH VARIES SOLANA DRIVEDISCOVERYBOULEVARD70' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 LEGEND DEMOLITION PLAN RINEY ROAD STA 15+50 TO END 11 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD RIGHT-OF-WAY WIDTH VARIES RINEY ROAD RIGHT-OF-WAY WIDTH VARIES N E L M S T R E E T ( U S H W Y 7 7 ) RI G H T - O F - W A Y W I D T H V A R I E S 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD PLAN & PROFILE STA 1+00 TO STA 4+00 12 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS DETAIL 1 HARDAWAY ROAD50' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES HARDAWAY ROAD(POSTED)////////////////// RINEY ROAD PAVING PLAN & PROFILE STA 9+00+00 TO STA 11+50 131801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD RIGHT-OF-WAY WIDTH VARIES SOLANA DRIVE RINEY ROAD PAVING PLAN & PROFILE STA 11+5 TO STA 15+50 141801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILSDISCOVERY BOULEVARD70' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES RINEY ROAD PAVING PLAN & PROFILE STA 15+50 TO STA 19+50 151801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD RIGHT-OF-WAY WIDTH VARIES * ** RINEY ROAD PAVING PLAN & PROFILE STA 19+50 TO END 161801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD RIGHT-OF-WAY WIDTH VARIES 10' WIDE CONC. TRAIL (CONNECTION TO SCHOOL) PLAN & PROFILE STA 0+00 TO END 171801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS SECTION A-A ////////////////////////////// A A LAT A-5 from PARK to SCHOOL 10' WIDE CONC TRAIL (CONNECTION TO PLAYGROUND) PLAN & PROFILE STA 0+00 TO STA 9+00 181801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS WHEN FLOODED TURN ROUND DON'T DROWN * * * 10' WIDE CONC TRAIL (CONNECTION TO PLAYGROUND) PLAN & PROFILE STA 9+00 TO END 191801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS DETAIL BRIDGE CROSSING WHEN FLOODED TURN ROUND DON'T DROWN * * * * STRUCTURAL BRIDGE ABUTMENT DETAIL 201801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 PEDESTRIAN BRIDGE STRUCTURAL (BRIDGE ELEVATION) PARK TRAIL 21 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 LEGEND CONTOURS SHOWN ARE FROM THE CITY OF DENTON PUBLICLY AVAILABLE LIDAR. # X.XX X.XX DRAINAGE AREA I.D. DRAINAGE AREA (AC) DRAINAGE AREA RUNOFF (cfs) I100 = X.X in/hr C = 0.XX Tc = 15 Min Q = C.I.A. DRAINAGE DIVIDE FLOW ARROW DRAINAGE DESIGN POINT NUMBER EXIST. INLET EXIST. FLUME PROPOSED INLET 2' CONTOUR EX STORM EX. STORM FLUMES RINEY ROAD EXISTING DRAINAGE AREA MAP 22 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS Existing Runoff Calculations Drainage Area No.Drainage Area (Acre) Runoff Coefficient "C" Frequency Factor "Cf" Adjusted Runoff Coefficient "C*Cf" Tc (min) Freq. (yrs) Intensity (in/hr)Q100 (cfs) Q100 (reduced) (cfs) Remarks A1 14.43 0.30 1.25 0.38 10 100 9.24 50.00 Drains to culvert crossing built w/ elementary school plans A2 0.64 0.95 1.25 1.00 10 100 9.24 5.91 Drains to curb inlet in school access road A3 0.34 0.40 1.25 0.50 10 100 9.24 1.57 Drains to area drain near school access road DP #A 15.41 57.5 B1 8.48 0.30 1.25 0.38 20 100 6.96 22.13 Drains to Y-Inlet and roadway (rural) B2 1.66 0.95 1.25 1.00 10 100 9.24 15.34 Drains to roadways inlets B3 5.85 0.65 1.25 0.81 15 100 7.91 37.60 5.5 Drains to SF detention pond B4 0.35 0.95 1.25 1.00 10 100 9.24 3.23 Drains to park roadway flume B5 6.49 0.30 1.25 0.38 15 100 7.91 19.25 Drains to park swale B6 0.68 0.30 1.25 0.38 10 100 9.24 2.36 Drains to park swale DP #B 23.51 125.3 C1 12.14 0.75 1.25 0.94 15 100 7.91 90.0 Drains to Riney Rd culvert crossing (substation) C2 0.43 0.65 1.25 0.81 10 100 9.24 3.23 Drains to roadways inlets (by others)(west) C3 1.11 0.80 1.25 1.00 10 100 9.24 10.26 Drains to roadways inlets (by others)(west) C4 9.32 0.65 1.25 0.81 15 100 7.91 59.90 26.5 Drains to SF detention pond C5 0.34 0.45 1.25 0.56 10 100 9.24 1.77 Drains to roadways inlets (by others)(west) C6 33.77 0.60 1.25 0.75 15 100 7.91 200.34 Misc roadway and adjacent flows to storm C7 0.44 0.95 2.25 1.00 10 100 9.24 4.07 Drains to roadways inlets (by others)(west) C8 0.17 0.95 3.25 1.00 10 100 9.24 1.57 Drains to roadways inlets (by others)(west) C9 0.26 0.95 4.25 1.00 10 100 9.24 2.40 Drains to roadways inlets (by others)(west) DP #C 57.11 340.2 D1 34.61 0.80 1.25 1.00 30 100 5.66 195.89 Campus flows from Discovery Park plans D2 1.56 0.63 1.25 0.79 10 100 9.24 11.35 Drains to roadways inlets D3 0.57 0.95 1.25 1.00 10 100 9.24 5.27 Drains to roadways inlets D4 0.98 0.95 1.25 1.00 10 100 9.24 9.06 Drains to roadways inlets D5 3.48 0.73 1.25 0.91 10 100 9.24 29.34 Drains to MF detention pond D6 5.21 0.73 1.25 0.91 10 100 9.24 43.93 10.6 Drains to MF detention pond D7 0.83 0.70 1.25 0.88 10 100 9.24 6.71 Drains to DP #E Swale D8 10.68 0.65 1.25 0.81 15 100 7.91 68.64 30.3 Drains to SF detention pond DP #D 57.92 269.2 E1 2.87 0.85 1.25 1.00 10 100 9.24 26.52 Drains to park flume, then swale E2 9.69 0.30 1.25 0.38 10 100 9.24 33.58 Drains to swale E3 12.00 0.65 1.25 0.81 16.3 100 7.64 74.49 20.25 Drains to SF detention pond E4 1.36 0.65 1.25 0.81 15 100 7.91 8.74 Drains to park swale E5 1.20 0.30 1.25 0.38 10 100 9.24 4.16 Drains to park swale E6 18.55 0.65 1.25 0.81 10 100 9.24 139.26 245.5 Drains to school detention pond E7 2.46 0.75 1.25 0.94 10 100 9.24 21.31 Drains to park area drain, then swale E8 3.03 0.35 1.25 0.44 10 100 9.24 12.25 Drains to park area drain, then swale E9 2.48 0.35 1.25 0.44 10 100 9.24 10.03 Drains to park area drain, then swale E10 8.91 0.35 1.25 0.44 10 100 9.24 36.02 Drains to park swale, DP #E, ex. bridge DP #E 62.55 812.8 F1 22.34 0.35 1.25 0.44 15 100 7.91 77.31 Drains to park swale F2 1.50 0.30 1.25 0.38 10 100 9.24 5.20 Drains to park swale, DP #F, Ex. 2-36" HDPE DP #F 23.84 895.3 G1 0.65 0.85 1.25 1.00 10 100 9.24 6.01 Drains to TxDOT drain G2 0.41 0.85 1.25 1.00 10 100 9.24 3.79 Drains to TxDOT drain G3 0.44 0.85 1.25 1.00 10 100 9.24 4.07 Drains to TxDOT drain G4 0.73 0.70 1.25 0.88 15 100 9.24 5.90 Drains to TxDOT drain G5 0.71 0.80 1.25 1.00 10 100 9.24 6.56 Drains to TxDOT drain G6 0.30 0.35 1.25 0.44 10 100 9.24 1.21 Drains to local area drain DP #G 3.24 27.5 DP #A Q=57.5 CFS DP #B Q=125.3 CFS SWALE DP #C=332.1 cfs (3-7'x2' RCB & 1-3'x2' RCB) G1 0.65 6.01 G2 0.41 3.79 G3 0.44 4.07 G4 0.73 3.56 G5 0.71 6.75 D4 0.98 9.06 D3 0.57 5.27 E1 2.87 26.52 D2 1.56 11.35 C5 0.34 1.77 C2 0.43 3.23 B2 1.66 15.34 A2 0.64 5.91 B4 0.35 3.23 OS B 0.80 7.39 E5 1.20 4.16 E10 8.91 36.02 E2 9.69 33.58 E9 2.48 10.03 E8 3.03 12.25 E7 2.46 21.31 B6 0.68 2.36 B5 6.49 19.25 B1 8.48 22.13 F1 22.34 77.31 F2 1.50 5.20 A1 14.43 50.00 C1 12.14 90.0 D6 5.21 43.93 D5 3.48 29.34 D1 34.61 195.89 A3 0.34 1.57 B3 5.85 37.60 G6 0.30 1.21 E4 1.36 8.74 D7 0.83 6.71 E3 12.00 74.49 C4 9.32 59.90 D8 10.68 68.64 E6 18.55 139.26 C6 33.77 200.34 A B C D E F G RINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 )BONNIE BRAE STC-7 0.44 4.07 C-8 0.17 1.57 C-9 0.26 2.40 C-3 1.11 10.26 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 LEGEND CONTOURS SHOWN ARE FROM THE CITY OF DENTON PUBLICLY AVAILABLE LIDAR. # X.XX X.XX DRAINAGE AREA I.D. DRAINAGE AREA (AC) DRAINAGE AREA RUNOFF (cfs) I100 = X.X in/hr C = 0.XX Tc = 15 Min Q = C.I.A. DRAINAGE DIVIDE FLOW ARROW DRAINAGE DESIGN POINT NUMBER EXIST. INLET EXIST. FLUME PROPOSED INLET 2' CONTOUR EX STORM PROP. STORM RINEY ROAD PROPOSED DRAINAGE AREA MAP 23 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS Proposed Runoff Calculations Drainage Area No. Drainage Area (Acre) Runoff Coefficient "C" Frequency Factor "Cf" Adjusted Runoff Coefficient "C*Cf" Tc (min) Freq. (yrs)Intensity (in/hr)Q100 (cfs) Q100 (reduced) (cfs) Remarks A1 14.43 0.30 1.25 0.38 10 100 9.24 50.00 Drains to culvert crossing built w/ elementary school plans A2 0.64 0.95 1.25 1.00 10 100 9.24 5.91 Drains to curb inlet in school access road A3 0.34 0.40 1.25 0.50 10 100 9.24 1.57 Drains to area drain near school access road DP #A 15.41 57.5 B1 8.48 0.30 1.25 0.38 20 100 6.96 22.13 Drains to Y-Inlet and roadway (rural) B2 1.66 0.95 1.25 1.00 10 100 9.24 15.34 Drains to roadways inlets B3 5.85 0.65 1.25 0.81 15 100 7.91 37.60 5.5 Drains to SF detention pond B4 0.35 0.95 1.25 1.00 10 100 9.24 3.23 Drains to park roadway flume B5 6.49 0.30 1.25 0.38 15 100 7.91 19.25 Drains to park swale B6 0.68 0.30 1.25 0.38 10 100 9.24 2.36 Drains to park swale DP #B 23.51 125.3 C1 12.14 0.75 1.25 0.94 15 100 7.91 90.0 Drains to Riney Rd culvert crossing (substation) C2 0.43 0.65 1.25 0.81 10 100 9.24 3.23 Drains to roadways inlets (by others)(west) C3 1.11 0.80 1.25 1.00 10 100 9.24 10.26 Drains to roadways inlets (by others)(west) C4 9.32 0.65 1.25 0.81 15 100 7.91 59.90 26.5 Drains to SF detention pond C5 0.34 0.45 1.25 0.56 10 100 9.24 1.77 Drains to roadways inlets (by others)(west) C6 33.77 0.60 1.25 0.75 15 100 7.91 200.34 Misc roadway and adjacent flows to storm C7 0.44 0.95 2.25 1.00 10 100 9.24 4.07 Drains to roadways inlets (by others)(west) C8 0.17 0.95 3.25 1.00 10 100 9.24 1.57 Drains to roadways inlets (by others)(west) C9 0.26 0.95 4.25 1.00 10 100 9.24 2.40 Drains to roadways inlets (by others)(west) DP #C 57.11 340.2 D1 34.61 0.80 1.25 1.00 30 100 5.66 195.89 Campus flows from Discovery Park plans D2 1.56 0.63 1.25 0.79 10 100 9.24 11.35 Drains to roadways inlets D3 0.57 0.95 1.25 1.00 10 100 9.24 5.27 Drains to roadways inlets D4 0.98 0.95 1.25 1.00 10 100 9.24 9.06 Drains to roadways inlets D5 3.48 0.73 1.25 0.91 10 100 9.24 29.34 Drains to MF detention pond D6 5.21 0.73 1.25 0.91 10 100 9.24 43.93 10.6 Drains to MF detention pond D7 0.83 0.70 1.25 0.88 10 100 9.24 6.71 Drains to DP #E Swale D8 10.68 0.65 1.25 0.81 15 100 7.91 68.64 30.3 Drains to SF detention pond D9 0.40 0.90 1.25 1.00 10 100 9.24 3.70 Drains to proposed curb inlet D10 0.58 0.60 1.25 0.75 10 100 9.24 4.02 Drains to proposed curb inlet & area drain DP #D 58.90 276.9 E1 2.87 0.85 1.25 1.00 10 100 9.24 26.52 Drains to park flume, then swale E2 9.69 0.30 1.25 0.38 10 100 9.24 33.58 Drains to swale E3 12.00 0.65 1.25 0.81 16.3 100 7.64 74.49 20.25 Drains to SF detention pond E4 1.36 0.65 1.25 0.81 15 100 7.91 8.74 Drains to park swale E5 1.20 0.30 1.25 0.38 10 100 9.24 4.16 Drains to park swale E6 18.55 0.65 1.25 0.81 10 100 9.24 139.26 245.5 Drains to school detention pond E7 2.46 0.75 1.25 0.94 10 100 9.24 21.31 Drains to park area drain, then swale E8 3.03 0.35 1.25 0.44 10 100 9.24 12.25 Drains to park area drain, then swale E9 2.48 0.35 1.25 0.44 10 100 9.24 10.03 Drains to park area drain, then swale E10 8.91 0.35 1.25 0.44 10 100 9.24 36.02 Drains to park swale, DP #E, ex. bridge DP #E 62.55 820.5 F1 22.34 0.35 1.25 0.44 15 100 7.91 77.31 Drains to park swale F2 1.50 0.30 1.25 0.38 10 100 9.24 5.20 Drains to park swale, DP #F, Ex. 2-36" HDPE DP #F 23.84 903.0 G1 0.65 0.85 1.25 1.00 10 100 9.24 6.01 Drains to TxDOT drain G2 0.41 0.85 1.25 1.00 10 100 9.24 3.79 Drains to TxDOT drain G3 0.44 0.85 1.25 1.00 10 100 9.24 4.07 Drains to TxDOT drain G4 0.70 0.70 1.25 0.88 15 100 9.24 5.66 Drains to TxDOT drain G5 0.47 0.80 1.25 1.00 10 100 9.24 4.34 Drains to TxDOT drain G6 0.30 0.35 1.25 0.44 10 100 9.24 1.21 Drains to local area drain G7 0.27 0.85 1.25 1.00 10 100 9.24 2.49 Drains to proposed curb inlet DP #G 3.24 27.6 OS B 0.80 0.95 1.25 1.00 10 100 9.24 7.39 Drains to offsite parking lot DP #A Q=57.5 CFS DP #B Q=125.3 CFS SWALE DP #C=340.20 cfs (3-7'x2' RCB & 1-3'x2' RCB) G1 0.65 6.01 G2 0.41 3.79 G3 0.44 4.07 G4 0.70 5.66 G5 0.47 4.34 D4 0.98 9.06 D3 0.57 5.27 D2 1.56 11.35 C5 0.57 5.27 C2 0.43 3.23 B2 1.66 15.34 A2 0.64 5.91 B4 0.35 3.23 OS B 0.80 7.44 E5 1.20 4.16 E10 8.91 36.02 E2 9.33 33.58 E9 2.48 10.03 E8 3.03 12.25 E7 2.46 21.31 B6 0.68 2.36 B5 6.49 19.25 B1 8.48 22.13 F1 22.34 77.31 F2 1.50 5.20 A1 14.43 50.00 C1 12.14 90.0 D6 5.21 43.93 D5 3.48 29.34 D1 34.61 195.89 A3 0.34 1.57 B3 5.85 37.60 G6 0.30 1.21 E4 1.36 8.74 D7 0.83 6.71 E3 12.00 74.49 C4 9.32 59.90 D8 10.68 68.64 E6 18.32 137.54 C6 33.77 200.34 A B C E F G RINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 )BONNIE BRAE STC-7 0.44 4.07 C-8 0.17 1.57 C-9 0.26 2.40 C-3 1.11 10.26 G7 0.27 2.49 E1 2.24 26.52 D9 0.40 4.20 D10A 0.13 1.48 D D10B 0.45 2.87 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 STORM SEWER PLAN & PROFILE LAT A-1, A-2, A-3 & A-4 24 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS DETAIL "A" LAT A-1 LAT A-1 LAT A-2RIGHT-OF-WAY WIDTH VARIES DISCOVERY BOULEVARD70' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES LAT A-3 RINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RI G H T - O F - W A Y W I D T H V A R I E S LAT A-4 A A LAT A-2 LAT A-3 LAT A-4 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 STORM SEWER CALCS 25 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS DEF UTILITY PLAN - SANITARY SEWER LINE A 26 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 DETAIL 1 HARDAWAY ROAD50' RIGHT-OF-WAYRINEY ROAD RIGHT-OF-WAY WIDTH VARIES HARDAWAY ROAD(POSTED)////////////////// 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD EROSION CONTROL PLAN 27 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS STONE OVERFLOW STRUCTURE TRIANGULAR SEDIMENT FILTER DIKE TRIANGULAR SEDIMENT FILTER DIKE STONE OVERFLOW STRUCTURE STABILIZED CONSTRUCTION ENTRANCE/EXIT INLET PROTECTION (TYP) EXISTING CONTOURS FLOW DIRECTION INLET PROTECTION ROCK CHECK DAM L E G E N D STORM DRAIN SYSTEM TEMP SILT FENCE STORM OVERFLOW DEVICE TRIANGULAR SEDIMENT FILTER DIKE STABILIZED CONST ENTRANCE/EXIT SACK GABION CHECK DAM INLET PROTECTION (TYP) INLET PROTECTION (TYP) SACK GABION CHECK DAM//////////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 10' WIDE TRAIL (CONN TO PLAYGROUND) EROSION CONTROL 28 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS DISTURBED AREA 1.1 AC ROCK CHECK DAM ROCK CHECK DAM EXISTING CONTOURS FLOW DIRECTION INLET PROTECTION ROCK CHECK DAM L E G E N D STORM DRAIN SYSTEM TEMP SILT FENCE STORM OVERFLOW DEVICE TRIANGULAR SEDIMENT FILTER DIKE STABILIZED CONST ENTRANCE/EXIT SACK GABION CHECK DAM 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 10' WIDE TRAIL (CONN TO SCHOOL) EROSION CONTROL 29 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS STONE OVERFLOW STRUCTURE STABILIZED CONSTRUCTION ENTRANCE/EXIT INLET PROTECTION (TYP) ROCK CHECK DAM ////////////BONNIE BRAE ST.EXISTING CONTOURS FLOW DIRECTION INLET PROTECTION ROCK CHECK DAM L E G E N D STORM DRAIN SYSTEM TEMP SILT FENCE STORM OVERFLOW DEVICE TRIANGULAR SEDIMENT FILTER DIKE STABILIZED CONST ENTRANCE/EXIT SACK GABION CHECK DAM DISTURBED AREA .55 AC 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD SIGNAGE & STRIPING PLAN 30 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS STOP R1-5 R1-6a//////////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROAD(POSTED)DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 LIGHTING PLAN 31 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS STREET LIGHT DIAGRAM SOURCE 1Ø PEDESTAL AT POLE 40219 STREET LIGHT POLE STREET LIGHT BOX STREET LIGHT BOX NOTE: 1.) DME WILL PROVIDE A POWER SOURCE (1Ø PED) AT TRANSMISSION POLE #40219. 2.) THE CONTRACTOR WILL INSTALL ALL CONDUIT, STREETLIGHTS, AND STREET LIGHT BOXES. 3.) THE CONTRACTOR WILL MAKE ALL TERMINATIONS AND PULL ALL CABLE FOR THE STREETLIGHTS. 4.) THE MINIMUM DEPTH OF COVER FOR ALL CONDUIT SHALL BE 30" EXCEPT FOR THE BORE ON RINEY ROAD LOCATED AT TRANSMISSION POLE #40219. 3.) THE CONTRACTOR WILL INSTALL (2) 2" CONDUIT FOR THE BORE. 4.) ALL CONSTRUCTION PER DME STANDARDS UNLESS APPROVED BY ENGINEER. 5.) THE DEVELOPER IS RESPONSIBLE FOR ACQUIRING A R.O.W PERMIT FROM PUBLIC WORKS INSPECTIONS FOR INSTALLATION OF CONDUIT WITHIN PUBLIC RIGHTS-OF-WAY AS IDENTIFIED ON THE FILED PLAT FOR DEVELOPMENT. STREET LIGHT QUANTITIES DISCOVERY BLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) TRANS. POLE P#40227 115' P#23911 65/1 P#20464 55/3 CONC. 3Ø 795 AAC (TOP CKT) (NL 211) 3Ø 795 AAC & 556 AAC (BOTTOM CKT) (NL 221) 3Ø 795 AAC & 556 AAC (BOTTOM CKT) (NL 221) 3Ø 795 AAC (TOP CKT) (NL 211) #15231 3Ø 500 KVA 480/277V 4" CONDUIT 3Ø #2AL & #2N. (NL 221) TRANS. POLE P#40220 105' 3Ø 795 AAC (TOP CKT) (NL 211) S#478 OH AIR SWITCH N/C P#20465 55/3 CONC. 4" CONDUIT 3Ø #2AL & #2N. (NL 221) STL #14 35' CONC POLE 100W STL #13 35' CONC POLE 100W STL #12 35' CONC POLE 100W STL #11 35' CONC POLE 100W STL #10 35' CONC POLE 100W STL #9 35' CONC POLE 100W TRANS. POLE P#40223 110' STL #8 35' CONC POLE 100W STL #7 35' CONC POLE 100W 3Ø 795 AAC & 556 AAC (BOTTOM CKT) (NL 221) 3Ø 795 AAC & 556 AAC (BOTTOM CKT) (NL 221) 4" CONDUIT 3Ø #2AL & #2N. (NL 221) NORTH TO XMR#12929 #15764 3Ø 150 KVA 208/120V STL BOX #14 STL BOX #13 STL BOX #12 STL BOX #11 STL BOX #10 STL BOX #9 3Ø 795 AAC (TOP CKT) (NL 211) STL BOX #8 STL BOX #7 TRANS. POLE P#40224 105' PCC #342 2" CONDUIT #6 CABLE2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE #15622 1Ø 25KVA 120/240V TRANS. POLE P#40226 95'MATCH #1////// /// /////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD TRANS. POLE P#40222 110' TRANS. POLE P#40219 105' TRANS. POLE P#40221 110' TRANS. POLE P#40231 95' 3Ø 795 AAC (TOP CKT) (NL 211) 3Ø 795 AAC & 556 AAC (BOTTOM CKT) (NL 221) PCC #332 STL #7 35' CONC POLE 100W STL #6 35' CONC POLE 100W STL #5 35' CONC POLE 100W STL #4 35' CONC POLE 100W STL #3 35' CONC POLE 100W STL #2 35' CONC POLE 100W STL #1 35' CONC POLE 100W STL BOX #7 STL BOX #6 3Ø 795 AAC (TOP CKT) (NL 211) STL BOX #5 STL BOX #4 STL BOX #3 STL BOX #2 2" CONDUIT #6 CABLE2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE 2" CONDUIT #6 CABLE #14719 1Ø 50 KVA 240/120V BORE (2) 2" DUCT (2) #6 CABLE 70' DUM5-1 1Ø 25KVA 120/240V DG100 #1094 PME-9 4" CONDUIT 3Ø #2AL & #2N. (NL 221) SOUTH TO XMR#15008 #15100 1Ø 75 KVA 240/120V #15595 1Ø 50 KVA 240/120V 6T STL BOX #1 1Ø PED MATCH #1 LIGHTING DETAILS 32 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 CONSTRUCTION PHASING 33 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS PHASE - 1A, 1B & 1C PHASE - 2 PHASE - 3 PHASE - 4 LEGEND (CONSTRUCTION PHASING)//////////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROAD(POSTED)DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS ROAD WORK AHEAD ONE LANE ROAD XXX FT BE PREPARED TO STOP ROAD WORK AHEAD TRAFFIC CONTROL NARRATIVE 1.MOBILIZE AND INSTALL EROSION CONTROL MEASURES THROUGHOUT PROJECT AREA. 2.SEQUENCING OF CONSTRUCTION SUGGESTED IN THIS PLAN SET IS NOT MANDATORY, IT IS A SUGGESTED SEQUENCING. THE CONTRACTOR SHALL MAKE THE FINAL DECISION ON THE SEQUENCING OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THEIR PROPOSED SEQUENCE OF CONSTRUCTION TO THE ENGINEER AND CITY PRIOR TO THE PRE-CONSTRUCTION MEETING. SUGGESTED SEQUENCING OF CONSTRUCTION IS AS FOLLOWS: PHASE 1 - CONSTRUCT WATER, SANITARY SEWER AND STORM SEWER IMPROVEMENTS. PHASE 2 - CONSTRUCT EAST BOUND LANE. PHASE 3 - RECONSTRUCT MIDDLE LANE AND WESTBOUND LANE FROM US 77 FRONTAGE ROAD PHASE 4 - RECONSTRUCT WESTBOUND LANE AND MIDDLE LANE FROM US 77 FRONTAGE ROAD 3.ONE-WAY TRAFFIC SHALL BE MAINTAINED ON ALL STREETS AT ALL TIMES, UNLESS OTHERWISE APPROVED IN ADVANCE BY THE ENGINEER AND CITY. FOR ACCESS CAN BE PROVIDED VIA TEMPORARY PAVEMENT PAVEMENT OR STEEL PLATES FOR INSTALLATION OF UTILITIES. 4.TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE BEGINNING ANY WORK AND SHALL BE IN ACCORDANCE WITH THE TRAFFIC CONTROL PLAN AS OUTLINED IN THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL REGULARLY INSPECT AND VERIFY PLACEMENT OF ALL TRAFFIC CONTROL DEVICES THROUGH THE DURATION OF THE PROJECT. CONTRACTOR MAY SUBMIT AN ALTERNATIVE TRAFFIC CONTROL PLAN PREPARED, IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE TXMUTCD AND SHALL DE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. 5.TRENCHING IN ADVANCE OF UTILITY INSTALLATION SHOULD BE LIMITED TO WHAT CAN BE INSTALLED IN THE SAME DAY. TRENCH PROTECTION MEASURES, SUCH AS ORANGE SAFETY FENCE, SHALL BE PLACED AROUND ANY UNATTENDED TRENCHES DURING THE WORKDAY AND ANY OPEN SECTIONS LEFT OVERNIGHT. 6.RESIDENT ACCESS TO DRIVEWAYS IS A PRIORITY. ANY RESTRICTION OR CLOSURE SHOULD BE MINIMIZED AS SUCH AS POSSIBLE. DRIVEWAYS SHALL BE RESTORED USING STONE, STEEL PLATES OR TEMPORARY PAVEMENT AT THE END OF EACH WORKDAY IN MANNER THAT WILL PROVIDE REASONABLE ACCESS TO THE PROPERTY USING A NORMAL PASSENGER SEDAN. 7.STREET CONSTRUCTION CAN BEGIN AS SOON AS ALL UTILITIES IN THAT AREA HAVE BEEN INSTALLED, TESTED AND ACCEPTED WWITH SERVICE CONNECTIONS INSTALLED. OPEN CUT OF NEW PAVEMENT IS NOT PERMITTED. BE PREPARED TO STOP ONE LANE ROAD XXX FT ROAD WORK AHEAD RINEY ROAD TRAFFIC CONTROL PLAN PHASE 1A 34 CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1A PHASE - 2 PHASE - 3 PHASE - 4 ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD ONE LANE ROAD XXX FT BE PREPARED TO STOP CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1B PHASE - 2 PHASE - 3 PHASE - 4 RINEY ROAD TRAFFIC CONTROL PLAN PHASE 1B 35 // / ///////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD ONE LANE ROAD XXX FT BE PREPARED TO STOP CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1C PHASE - 2 PHASE - 3 PHASE - 4 RINEY ROAD TRAFFIC CONTROL PLAN PHASE 1C 36 // / ///////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK AHEAD RIGHT LANE CLOSED ROAD WORK AHEAD CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1 PHASE - 2 PHASE - 3 PHASE - 4 RINEY ROAD TRAFFIC CONTROL PLAN PHASE 2 37 // / ///////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK AHEAD CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1 PHASE - 2 PHASE - 3 PHASE - 4 RINEY ROAD TRAFFIC CONTROL PLAN PHASE 3 38 // / ///////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) RINEY ROAD TRAFFIC CONTROL PLAN PHASE 4 39 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 ROAD WORK AHEAD RIGHT LANE CLOSED RIGHT LANE CLOSED ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK AHEAD CHANNEL DEVICE SIGN TYPE III BARRICADE FLAGGER L E G E N D TRAFFIC FLOW ARROW PHASE - 1 PHASE - 2 PHASE - 3 PHASE - 4 // / ///////////////HARDAWAY ROADSOLANA DRIVEHARDAWAY ROADRINEY ROAD DISCOVERYBLVDRINEY ROAD N E L M S T R E E T ( U S H W Y 7 7 ) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD CROSS SECTIONS STA 0+50 TO STA 4+00 40 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD - 0+50.00 694 695 696 697 698 699 694 695 696 697 698 699 0 10 20 30 400-10-20-30-40 RINEY ROAD - 1+00.00 696 697 698 699 700 701 696 697 698 699 700 701 0 10 20 30 400-10-20-30-40 RINEY ROAD - 1+50.00 696 697 698 699 700 701 696 697 698 699 700 701 0 10 20 30 400-10-20-30-40 RINEY ROAD - 2+19.86 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 400-10-20-30-40 RINEY ROAD - 2+60.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 400-10-20-30-40 RINEY ROAD - 3+00.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 400-10-20-30-40 RINEY ROAD - 3+50.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 400-10-20-30-40 RINEY ROAD - 3+64.63 698 699 700 701 702 703 698 699 700 701 702 703 0 10 20 30 400-10-20-30-40 RINEY ROAD - 4+00.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 400-10-20-30-40 RINEY ROAD @ HARDA -1.63% 1.50%1.50% -1.82% 1.50%1.50% -2.66% -3.00% 1.50%1.50% -3.05% 1.50%1.50% -2.92% 1.50%1.50%TC=698.50TP=698.22TP=698.60TP=698.72TC=699.08TP=698.83TP=699.19TP=699.31TP=699.57TP=699.52TP=699.17TC=699.90TP=699.81TP=700.01TP=700.13TC=700.14TP=700.05TP=700.24TP=700.36TC=700.28TP=700.16TP=700.38TP=700.50TP=700.39TP=700.262.93% 2.52% 2.67%3.59% 3.18% 1.18% 2.00%1.50%6.19%4.23% 1.03% HARDAWAY ROAD INTERSECTION (LEFT) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD CROSS SECTIONS STA 9+00 TO STA 12+50 41 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD - 9+00.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 9+50.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 10+00.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 10+50.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 11+00.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 11+50.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 12+00.00 692 693 694 695 696 697 692 693 694 695 696 697 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 12+50.00 692 693 694 695 696 697 698 692 693 694 695 696 697 698 0 10 20 30 40 500-10-20-30-40 -2.85% -0.89% -2.86%-4.89% -2.86%-4.89% -2.93%-4.79% -3.11%-5.09% -3.22%-4.23% -3.33%-3.59% -2.98%-3.41%TC=695.24TP=695.12TP=695.17TP=694.78TP=693.84TC=694.91TC=694.72TP=694.60TP=693.63TC=694.74TP=694.64TP=693.58TC=694.96TP=694.88TP=694.01TC=695.40TP=695.34TP=694.60TC=696.05TP=695.94TP=695.293.29% 2.99% 2.97% 2.90% 3.19% 3.50% 3.85% 0.91% 1.33% 0.39% 0.76% 0.61% 0.42% 0.33% EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD CROSS SECTIONS DRAINAGE AREA MAP 42 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD - 13+00.00 694 695 696 697 698 699 694 695 696 697 698 699 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 13+50.00 695 696 697 698 699 700 695 696 697 698 699 700 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 14+00.00 696 697 698 699 700 701 696 697 698 699 700 701 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 14+50.00 696 697 698 699 700 701 696 697 698 699 700 701 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 15+00.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 15+50.00 698 699 700 701 702 703 698 699 700 701 702 703 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 16+00.00 699 700 701 702 703 704 699 700 701 702 703 704 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 13+10.83 694 695 696 697 698 699 694 695 696 697 698 699 0 10 20 30 40 500-10-20-30-40-50 -3.06%-2.92% -3.20%-2.80% -3.06%-2.34% -4.15%1.99% 2.00%-14. 2 8 % -4.34%1.99% 2.00%-14. 6 4 % -4.10%2.00% 2.00% -18 . 2 0 %TC=696.77TP=696.67TP=696.12TC=696.93TP=696.84TP=696.30TC=697.49TP=697.39TP=696.97TP=698.15TP=697.71TC=698.36TP=698.49TP=697.78TP=698.97TC=699.17TP=698.43TP=699.27TP=698.54TP=699.72TC=699.89TP=699.15TP=699.99TP=699.26TP=700.41TC=700.61TP=699.87TP=700.71TP=699.81TP=701.11TC=701.27TP=700.550.66%4.04% 0.96%4.09% 3.64% 3.80% 3.92% 3.82% 3.84% 3.67% 0.57% 0.68% 0.43% 0.19% 0.43% 0.39% 0.18% 4.19% EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK 1.64% 3.39%1.73% 2.00% 2.00% 2.47% 8.88 % 2.00%18. 0 9 %TP 700.62TP 700.67PROPSIDEWALK DISCOVERY INTERSECTION (LEFT) 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD CROSS SECTIONS STA 16+35 TO STA 19+10 43 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD - 16+70.10 699 700 701 702 703 704 699 700 701 702 703 704 0 10 20 30 40 50 600-10-20-30-40 RINEY ROAD - 17+00.00 699 700 701 702 703 704 699 700 701 702 703 704 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 17+50.00 698 699 700 701 702 703 698 699 700 701 702 703 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 18+00.00 698 699 700 701 702 703 698 699 700 701 702 703 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 18+50.00 697 698 699 700 701 702 697 698 699 700 701 702 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 19+00.00 696 697 698 699 700 701 696 697 698 699 700 701 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 16+30.45 699 700 701 702 703 704 699 700 701 702 703 704 0 10 20 30 40 50 60 70 80 900-10-20-30-40 RINEY ROAD - 19+10.68 695 696 697 698 699 700 695 696 697 698 699 700 0 10 20 30 40 500-10-20-30-40 -4.57% -0.19% -4.35% 1.06% -3.87% 2.35% -3.98% 2.57% -4.27% 3.31% -4.15% 3.49%TC=701.49TP=701.58TP=701.26TC=701.45TP=701.55TP=701.41TC=701.09TP=701.16TP=701.32TC=700.36TP=700.36TP=700.86TC=699.25TP=699.26TP=699.80TC=697.79TP=697.85TP=698.50TC=697.47TP=697.51TP=698.223.75% 3.72% 3.94% 3.88% 3.74% 3.73% 2.19%4.20% 4.20% 1.46% 4.65% 53.18' 0.31% 0.21% 0.39% 0.48% 0.45% 0.43%TP 701.34EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK 1.07%TP 701.282.94%TP 700.84TP 700.944.41% 31.21' DISCOVERY PARK APARTMENS EXIT/ENTRANCE 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD CROSS SECTIONS STA 19+50 TO STA 23+00 44 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS RINEY ROAD - 19+50.00 694 695 696 697 698 699 694 695 696 697 698 699 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 20+00.00 693 694 695 696 697 698 693 694 695 696 697 698 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 20+50.00 691 692 693 694 695 696 691 692 693 694 695 696 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 21+00.00 690 691 692 693 694 695 690 691 692 693 694 695 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 21+50.00 689 690 691 692 693 694 689 690 691 692 693 694 0 10 20 30 40 500-10-20-30-40 RINEY ROAD - 22+00.00 688 689 690 691 692 693 688 689 690 691 692 693 0 10 20 30 40 50 600-10-20-30-40-50-60 RINEY ROAD - 22+50.00 687 688 689 690 691 692 687 688 689 690 691 692 0 10 20 30 40 50 600-10-20-30-40-50 -3.91% 4.09% -4.56% 4.97% -4.89% 5.66% -4.17% 4.75% -2.25% 2.35% 0.31% 2.00%TC=696.27TP=696.28TP=697.15TC=694.75TP=694.85TP=695.81TC=693.26TP=693.40TP=694.47TC=692.07TP=692.12TP=693.05TC=691.24TP=691.17TP=691.72TC=691.61TP=691.71TC=690.38TC=691.45TP=690.48TP=691.543.93% 4.20% 4.19% 3.81% 0.29% 0.58% 0.72% 0.56% 1.36% EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK EX SIDEWALK 2.66%TP 690.88TP 690.722.34% 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 45 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 46 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 47 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 48 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 49 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 50 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 51 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 52 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 53 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 54 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 55 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 56 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 57 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 58 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 59 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 60 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS CITY DETAILS 61 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 CITY DETAILS 62 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 LITTER RECEPTACLE DETAIL 63 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS EROSION CONTROL DETAILS 64 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 1801 Gateway Blvd, Ste 101, Richardson, TX 75080 972.644.2800 | BinkleyBarfield.com Binkley & Barfield, Inc. | TxEng F-257 EROSION CONTROL DETAILS 65 RINEY ROAD WIDENING & 10' WIDE CONCRETE PARK TRAILS