THE NEW I-64 T01 LIMITS OF MAINLINE CONSTRUCTION STA LIMITS OF MAINLINE CONSTRUCTION STA LIMITS OF MAINLINE CONSTRUCTION STA
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1 VH-1002 EL V-2022 EL VH-5001 EL T-3 EL VH-5003 EL SOUTH OUTER RD. NORTH OUTER R.D. RAMP 1 V-2021 EL RAMP 2 NORTH OUTER R.D / RAMP 1 RAMP RAMP 4 T VH-0004 & VH-5004 EL EL V-2019 V-2019 EL EL PLAY GROUND PLAY GROUND HV-1308 EL RAMP 1 5 EL T-6 VH-0006 & VH-5006 EL T VH-5005 EL EL RAMP 2 HV-1302 EL S RAMP 1A RAMP 2A RAMP 2B H-1301 V-1301 EL W.E HV-1307 EL HV-1309 EL HV-1310 EL VH-0007 & VH-5007 EL HV-7 T-7 EL HV-1305 EL HV-1303 EL RAMP 3B RAMP 3A EL RAMP 4A RAMP 4B RAMP 3 FENE OBSURED IN TREES T-9 VH-5009 EL T-8 VH-0008 & VH-5008 EL RAMP 4 V-1304 EL HV-1306 EL V VH-0010 & VH-5010 EL T EL SUBSTATION T H-5011 V-5011 EL VH-5012 EL EL URBS T-13 VH-0013 VH-5013 EL T-14 VH-0014 & VH-5014 EL EL SALE 1"= 50 ONTOUR INTERVAL: 2 OF PHOTOGRAPHY: DEEMBER 26, 1998 SITE: I-64 FROM I-270 TO SARAH AVE. AREA 5 OF 5 V-2014 EL V-2015 EL RAMP 1 RA MP 2 RAMP 4 RAMP 3 SOUTH.D. RAMP 9 NORTH.D. RAMP 6 RAMP5 RAMP 15 SOUTH.D. NORTH.D. SOUTH.D. RAMP 7 RAMP EL FLAG FLAG 107 EL EL EL EL EL EL EL FLAG 53 EL EL EL EL EL EL EL EL STATE STRIT SHEET NO. T01 THE NEW I-64 LIMITS OF MAINLINE ONSTRUTION STA LIMITS OF MAINLINE ONSTRUTION STA LIMITS OF MAINLINE ONSTRUTION STA RAMP 1B Roadway Proposal Title Sheet.dgn 11:34:08 AM 10/18/2006
2 STATE STRIT SHEET NO. I01 INDEX OF SHEETS ROADWAY DRAWINGS SHEET NUMBER DESRIPTION T01 1 TITLE SHEET I01 2 INDEX PLAN TS01-TS07 & TS09-TS TYPIAL SETIONS RD01-RD ROADWAY PLAN SHEETS LEGEND FILL SLOPE LIMIT UT SLOPE LIMIT NON-FLARED RASHWORTHY END TERMINAL IMPAT ATTENUATOR BARRIER/GUARDRAIL RETAINING SOUND PROPOSED EXISTING PERMANENT EASEMENT Roadway Proposal Index Sheet.dgn 3:45:56 PM 10/17/2006
3 STATE STRIT SHEET NO. TS L 7 EXIST EXIST I-64 MAINLINE STA TO STA STA TO STA % TYP 2% TYP I-64 MAINLINE STA TO STA EB STA TO STA WB STA TO STA EB STA TO STA WB L 7 EXIST EXIST I-64 MAINLINE STA TO STA L 2% TYP 2% TYP 1. SEE SHEET TS09 FOR SETION DETAILS 2. SEE SHEET TS10 FOR SIDE TREATMENT DETAILS ONRETE BARRIER TYPE -D 52" TALL (TYP) I-64 MAINLINE STA TO STA EB STA TO STA WB STA TO STA EB STA TO STA WB STA TO STA AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) Roadway Proposal Typical Section 1.dgn 3:45:57 PM 10/17/2006
4 STATE STRIT SHEET NO. TS SINGLE RAMP 8 L 4 4 L 8 AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) MULTI RAMP 1. SEE SHEET TS09 FOR SETION DETAILS 2. SEE SHEET TS10 FOR SIDE TREATMENT DETAILS Roadway Proposal Typical Section 2.dgn 3:46:00 PM 10/17/2006
5 STATE STRIT SHEET NO. TS03 11 L 11 SPOEDE ROAD STA TO LEFT S 24 6 LEFT S 4 ON. MEAN STRIP P.G. LINDBERGH ROAD STA TO AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) 1. SEE SHEET TS09 FOR SETION DETAILS. 2. URB AND GUTTER ( & G) WILL BE PLAED WHERE NEESSARY TO MATH EXISING ONTIONS. Roadway Proposal Typical Section 3.dgn 11:34:20 AM 10/18/2006
6 STATE STRIT SHEET NO. TS04 L McKNIGHT ROAD STA TO McUTHEON ROAD STA 8+52 TO MEAN MEAN BRENTWOOD BLVD STA TO MEAN MEAN HANLEY ROAD STA 5+00 TO AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) 1. SEE SHEET TS09 FOR SETION DETAILS. 2. URB AND GUTTER ( & G) WILL BE PLAED WHERE NEESSARY TO MATH EXISTING ONTIONS. Roadway Proposal Typical Section 4.dgn 3:46:02 PM 10/17/2006
7 STATE STRIT SHEET NO. TS05 L RETAINING RETAINING LALEDE STATION ROAD STA 6+24 TO MEAN MEAN L BIG BEND BLVD STA TO AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) L BOLAND PLAE STA TO L RETAINING RETAINING STA TO BIKE HIGHLAND TERRAE STA TO BIKE LAYTONIA TERRAE STA TO BELLEVUE AVENUE 1. SEE SHEET TS09 FOR SETION DETAILS. 2. URB AND GUTTER ( & G) WILL BE PLAE WHERE NEESSARY TO MATH EXISTING ONTIONS. Roadway Proposal Typical Section 5.dgn 11:34:21 AM 10/18/2006
8 STATE STRIT SHEET NO. TS McAUSLAND AVENUE STA 2+75 TO 9+57 AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) OAKLAND AVENUE STA 0+87 TO SIDEWALK 6 SIDEWALK TAMM AVE STA 0+10 TO 5+58 LAYTON AVE STA 1+04 TO SEE SHEET TS09 FOR SETION DETAILS. 2. URB AND GUTTER ( & G) WILL BE PLAED WHERE NEESSARY TO MATH EXISTING ONTIONS. Roadway Proposal Typical Section 6.dgn 7:19:33 AM 10/18/2006
9 STATE STRIT SHEET NO. TS07 MEAN MEAN L HAMPTON AVE STA TO STA MEAN MEAN WALK WALK AND SETIONS FOR DETAILS (TYPIAL ALL SETIONS THIS SHEET) KINGSHIGHWAY STA.0+00 TO STA SEE SHEET TS09 FOR SETION DETAILS. 2. URB AND GUTTER ( & G) WILL BE PLAED WHERE NEESSARY TO MATH EXISTING ONTIONS. Roadway Proposal Typical Section 7.dgn 3:46:06 PM 10/17/2006
10 STATE STRIT SHEET NO. TS09 10" P 2-12" ROK BASE 11" P 10.5" P EXISTING 10" P (RAK & SEAT) 12" ROK BASE 12" ROK BASE NATIVE A-6 SOIL OMPATED FILL OMPATED FILL SETION 1 SETION 2 SETION 3 I-64 IABLE OVERLAY I-64 REONSTRUT WEST OF I-170 I-64 REONSTRUT EAST OF I " P 9.5" P 9" P 12" ROK BASE 12" ROK BASE 12" ROK BASE OMPATED FILL OMPATED FILL OMPATED FILL SETION 4 SETION 5 SETION 6 I-170 RAMPS HIGH & MEUM VOLUME RAMPS LOW VOLUME RAMPS 5 3/4" P 9" P * 3" HBP MATH EXISTING 18 1/4" ROK BASE 1" HBP ** EXISTING SETION TYPE AND DEPTH EXISTING * IABLE DEPTH FOR SUPER ELEVATION SETION ** 0" WHERE EXISTING HBP SURFAING SETION 7 SETION 8 SETION 9 SETION 10 MAINLINE & RAMP - TYPE A2 SHOULDER I-64 UNIFORM OVERLAY ROSS STREET REONSTRUT ROSS STREET OVERLAY 18" IN UT AREAS WHERE ROK BASE AN T BE DAYLIGHTED Roadway Proposal Typical Section 9.dgn 3:46:08 PM 10/17/2006
11 STATE STRIT SHEET NO. TS10 METAL BEAM GUARDRAIL 8 R R 2 MAX 4:1 6:1 SLOPE BOTTOM OF SUBGRADE MAX 6:1 SLOPE BOTTOM OF SUBGRADE MAX 56" ONRETE BARRIER TYPE 60G 6" 1-0" MAX SIDE TREATMENT 1 SIDE TREATMENT 2 BOTTOM OF SUBGRADE MAINLINE FILL RAMP FILL SIDE TREATMENT 3 FILL W/GUARDRAIL SIDE TREATMENT 4 RETAINING TALL BARRIER HL RETAINING 3-1" SOUND R 6:1 BOTTOM OF SUBGRADE MAX ONRETE BARRIER TYPE 4 MAX LEVELING PAD 2-0" 5% FINISHED GRADE BOTTOM OF SIDE TREATMENT 7 3-0" 6" 1-0" ONRETE BARRIER TYPE ONRETE BARRIER TYPE TOP OF OPING SIDE TREATMENT 5 UT SIDE TREATMENT 6 BARRIER W/ SOUND WITH UT SLOPE BELOW HL MSE PANEL HL RETAINING 2-0" 5% FINISHED GRADE MAX BOTTOM OF SLOPE PAVING LEVELING PAD MAX 6" TOP OF OPING FINISHED GRADE 5% 2-0" HL RETAINING SIDE TREATMENT 8 FILL 1-0" JOINT FILLER AND SEALER FINISHED GRADE HL MSE PANEL ONRETE BARRIER TYPE D LEVELING PAD BOTTOM OF 2:1 OUTSIDE EDGE OF SHOULDER ONRETE BARRIER TYPE STRUTURE ABUTMENT MSE BAKFILL 1-0" 6" 1" EXPANDED POLYSTYRENE 3-0" GRAVEL TOP OF OPING HL MSE PANEL ONRETE BARRIER TYPE 6" 1-0" MAX MAX MIN BOTTOM OF SIDE TREATMENT 10 WITH UT SLOPE AND SLOPE PAVING BELOW SIDE TREATMENT 11 ABUTMENT 2 SIDE TREATMENT 13 SIDE TREATMENT 12 SOUND LEVELING PAD RETAINING BARRIER SIDE TREATMENT 9 WITH UT SLOPE ABOVE NOTE: SLOPES BEYOND THE LEAR ZONE MAY BE STEEPER THAN BASED ON GEOTEH REOMMENDATIONS AND ANY NEESSARY SLOPE TREATMENTS. Roadway Proposal Typical Section 10.dgn 3:46:09 PM 10/17/2006
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