WILL ROGERS TURNPIKE

Transcription

1 INDEX OF SHEETS SHEET No. DESCRIPTION PAVEMENT REHABILITATION Mile to 302.4, Length 4.11 Miles CONTRACT NO. WR-MC-113B OTTAWA COUNTY LOCATION MAP BEGIN PROJECT WR-MC-113B MILE NO PREPARED BY Consulting Engineers INDEX OF STANDARD DRAWINGS (Half Size Only) ODOT ROADWAY ODOT TRAFFIC END PROJECT WR-MC-113B MILE NO IST E RED PROFES S IO NAL O K L A H O M A E NG IN EE R By Kevin A. Kriewall, P.E. Oklahoma Reg. No. Date S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-01-title.dwg, 1/11/2013 3:33:06 PM ODOT BRIDGE DESIGN DATA ROADWAY LENGTH 21,160 FEET 4.01 MILES BRIDGE LENGTH 540 FEET 0.10 MILES TOTAL LENGTH 21,700 FEET 4.11 MILES (NOTE: POSTED LENGTH EXCEEDS FIELD MEASURED LENGTH BY APPROXIMATELY 0.09 MILES) By By Craig & Keithline, Inc. Oklahoma Certificate of Authorization No Renewal Date - June 30, 2014 Consulting Engineer REVIEWED BY ACCEPTED BY Oklahoma Turnpike Authority Chief Engineer SAIC Date

2 TYPICAL SECTION 1 - PHASES 1A, 1B (FULL DEPTH RECONSTRUCTION) (INCLUDES SLOPE EXTENSION & REMOVAL OF EXISTING EDGE DRAINS - NEAR TPO 59.99) WB AND EB MP (WEST APPROACHES TO TPO 59.12) (300') WB AND EB MP (EAST APPROACHES TO TPO 59.12) (375') WB AND EB MP (WEST APPROACHES TO TPO 59.99) (500') WB AND EB MP (EAST APPROACHES TO TPO 59.99) (453') S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-02-sections.dwg, 1/11/2013 3:33:26 PM TYPICAL SECTION 2 - PHASES 1A, 1B (GUARDRAIL WIDENING & EDGE DRAINS NEAR TPO 59.99) WB AND EB MP (350') WB AND EB MP (667') SLOPE WIDENING DETAIL (APPLIES TO TYPICAL SECTIONS 1 & 2 NEAR TPO 59.99) GUARDRAIL WIDENING DETAIL (APPLIES TO TYPICAL SECTION 1) TYPICAL SECTIONS

3 TYPICAL SECTION 3 EXIT / ENTRANCE RAMPS PLAN VIEW - TYPICAL RAMP MILL AND INLAY W / ULTRA THIN BONDED WEARING COURSE OVERLAY S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-03-sections.dwg, 1/11/2013 3:33:36 PM TYPICAL SECTION 4 MILL & INLAY DRIVING LANES w/ultra THIN BONDED WEARING COURSE EB & WB (10,000') (3,355') (6,175') TYPICAL SECTIONS

4 UNDERDRAIN INSTALLATION TYPICAL HALF-SECTION OUTLET HEADWALL DETAIL S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-04-underdrain.dwg, 1/11/2013 3:33:46 PM UNDERDRAIN DETAIL TYPICAL UNDERDRAIN PLAN OUTLET HEADWALL DETAIL OUTLET HEADWALL DETAIL IST E RED PROFES S IONAL O K LA H O MA E NG IN EE R BAR C BAR B BAR A TYPICAL UNDERDRAIN INSTALLATION SECTIONS & DETAILS

5 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-05-pay quantities.dwg, 1/11/2013 3:34:01 PM IST E RED O K LA H O M A PROF ES S IONAL E NG IN EE R PAY QUANTITIES AND NOTES

6 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-06-general notes.dwg, 1/11/2013 3:34:11 PM IST E RED O K LAH O MA PROF ES S IONAL E NG IN EER TRAFFIC NOTES

7 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-07-construction notes.dwg, 1/11/2013 3:34:21 PM O K LAH O MA REFINISH MEDIAN BARRIER MP TO (including all BRIDGE PARAPETS) GENERAL CONSTRUCTION NOTES & MEDIAN BARRIER DETAIL IST E RED ENG IN EER PROF ES S IONAL

8 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-08-summaries guardrail.dwg, 1/11/2013 3:34:31 PM IST ER ED O K LA HO M A PRO FES S IONAL ENG IN EER SUMMARIES OF GUARDRAIL, DRAINAGE STRUCTURES AND EARTHWORK

9 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-09-summaries removal.dwg, 1/11/2013 3:34:41 PM IST E RED O K LAH O MA PROF ES S IONAL E NG IN EER SUMMARIES OF REMOVAL, REPAIR AND SURFACING

10 PLAN VIEW OF CURB AND STRUCTURE DETAIL AT BRIDGE ELEVATION OF BROKEN BACK STRUCTURE PAY QUANTITY NOTES S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-10-summaries bridge.dwg, 1/11/2013 3:34:51 PM BRIDGE APPROACH DRAINAGE STRUCTURES 1 & 2 IST E RED PROF ES S IONAL O K LAH O MA E NG IN EER BRIDGE APPROACH SLAB FULL DEPTH REPAIR AREAS DETAIL AND SUMMARY SUMMARY OF BRIDGE APPROACH DETAILS AND SUMMARIES

11 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-11-summaries signing.dwg, 1/11/2013 3:35:01 PM STRICTLY ENFORCED FOOD LODGING IST E RED O K LAH O MA PROF ES S IONAL E NG IN EER STRICTLY ENFORCED SUMMARIES OF SIGNING

12 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-12-SWMP.dwg, 1/11/2013 3:35:11 PM

13 GUARDRAIL BRIDGE CONNECTION - THRIE BEAM (31" SYSTEM) (STANDARD) AT TPU BRIDGE PIERS - ELEVATION TPU 57.3, TPU 58.2, TPU 59.3, TPU 60.4, TPU 61.0 NTS GUARDRAIL BRIDGE CONNECTION - THRIE BEAM (31" SYSTEM) (STANDARD) AT TPU BRIDGE PIERS - PLAN NTS S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-13-bridge barrier.dwg, 1/11/2013 3:35:21 PM GUARDRAIL BRIDGE CONNECTION - THRIE BEAM (31" SYSTEM) (MODIFIED) AT EXISTING MAINLINE BRIDGE PARAPETS - ELEVATION FLARE RATE 30:1 APPROACH END 15:1 TRAILING END TPO 59.12, TPO NTS END SECTION AT PIER FACE (TYPICAL) GUARDRAIL BRIDGE CONNECTION AND PIER PROTECTION BARRIER DETAILS

14 GUARDRAIL WIDENING DETAIL (NON FULL-DEPTH REPAIR AREAS) (Distance from edge lane to face-of-rail 12' in tangent sections) NTS TYPICAL TPO BRIDGE PARAPET PROTECTION WITH TRANSITION S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-14-guardrail.dwg, 1/11/2013 3:35:31 PM TPO 59.2, TP (ALL REFLECTORS WHITE) NTS TYPICAL TPU PIER PROTECTION WITH TRANSITION TPU 57.3, TPU 58.2, TPU 59.3, TPU 60.4, TPU 61.0 (ALL REFLECTORS WHITE) NTS GUARDRAIL DETAILS

15 EMERGENCY VEHICLE TURNAROUND LOCATIONS PLAN VIEW EMERGENCY VEHICLE TURNAROUND OVERLAY TYPICAL SECTION - SHOULDER WIDENING AT EXISTING TURNAROUNDS (IF REQUIRED) S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-15-turnaround.dwg, 1/11/2013 3:35:41 PM MEDIAN SECTION EMERGENCY VEHICLE TURNAROUND OVERLAY EMERGENCY VEHICLE TURNAROUND PROTECTION - PHASE 1A & 1B IST E RED PROFES S IONAL O K LA H O MA ENG IN EE R EMERGENCY VEHICLE TURNAROUND DETAILS

16 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B mph Lane Reduction.dwg, 1/11/2013 3:35:56 PM IST E RED O K LA H O MA PROFES S IONAL ENG IN EER SPEED LIMIT STATE LAW MERGE NOW SPEED LIMIT LEFT LANE CLOSED DO NOT PASS SPEED LIMIT SPEED LIMIT ROAD WORK OKLAHOMA 75 MPH LANE REDUCTION TO 55 MPH ADVANCE SIGNING SPEED LIMIT END CONSTRUCTION

17 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-17-sequencing Phase 1-2.dwg, 1/11/2013 3:36:11 PM PHASE 1 PHASE 2 PHASE 1 (EB & WB) PHASE 2 (EB & WB) IST ER ED O K LA H O MA PROFES S IONAL IN EER ENG SUGGESTED CONSTRUCTION SEQUENCE PHASE 1 & 2

18 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-18-sequencing Phase 3 Outside.dwg, 1/11/2013 3:36:29 PM PHASE 3 IST E RED O K LA H O M A PROFES S IO NAL E NG IN EE R SUGGESTED CONSTRUCTION SEQUENCE PHASE 3 - OUTSIDE LANE

19 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-19-sequencing Phase 3 Inside.dwg, 1/11/2013 3:36:47 PM PHASE 3 IST E RED O K LA H O M A PROFES S IO NAL E NG IN EE R SUGGESTED CONSTRUCTION SEQUENCE PHASE 3 - INSIDE LANE

20 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:37:07 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 298.4

21 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:37:28 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 298.9

22 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:37:50 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 299.4

23 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:38:08 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 299.9

24 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:38:28 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 300.4

25 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:38:47 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 301.0

26 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:39:10 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 301.5

27 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:39:28 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 302.1

28 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B dwg, 1/11/2013 3:39:48 PM IST ERED O K LA HO M A PROF ES S IO NAL E NG INE E R PAVEMENT REHABILITATION MILE POST TO 302.5

29 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-29-pp dwg, 1/11/2013 3:40:03 PM

30 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-30-pp dwg, 1/11/2013 3:40:18 PM

31 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-31-pp dwg, 1/11/2013 3:40:33 PM

32 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-32-Afton exit ramp.dwg, 1/11/2013 3:40:46 PM

33 WB ENTRANCE RAMP A TYPICAL STRIPE DIMENSIONS (SHOULDER MEASURED FROM BASE OF MEDIAN BARRIER) (SEE TYP. SECTIONS FOR ADD'L. DETAILS) EB EXIT RAMP B NOTE: For Gore / Chevron Details See Std. PM S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-33-pavement marking.dwg, 1/11/2013 3:40:56 PM EB ENTRANCE RAMP C WB EXIT RAMP D IST E RED PROF ES S IONAL O K LAH O MA E NG IN EER PAVEMENT MARKING PLAN

34 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:06 PM

35 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:14 PM

36 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:24 PM

37 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:34 PM

38 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:44 PM

39 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:41:55 PM

40 S:\Projects\OTA\Will Rogers Turnpike\WR-MC-113B\AcadDwgs\WR113B-X1-X7.dwg, 1/11/2013 3:42:04 PM