TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA

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2 FILL SECTION TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA CUT SECTION ROUNDING DETAIL FILL SECTION TYPICAL NO. 3 (DETOUR) STA TO STA CUT SECTION TOP OF CUT ROUNDING DETAIL TYPICAL NO. 2 (GUARDRAIL WIDENING) TOE OF FILL ROUNDING DETAIL TYPICAL SECTIONS

3 PAY ITEMS & NOTES (ROADWAY)

4 MANDATORY TIE PAY ITEMS & NOTES (TRAFFIC)

5 CEC // TRANSPORTATION GENERAL NOTES GENERAL NOTES CONTINUED DESCRIPTION REVISIONS DATE ENVIRONMENTAL MITIGATION NOTES BRIDGE GENERAL NOTES

6 CEC // TRANSPORTATION PAY ITEM NOTES PAY ITEM NOTES CONTINUED DESCRIPTION REVISIONS DATE PAY QUANTITIES PAY ITEMS AND NOTES (BRIDGE)

7 SUMMARY SHEET

8 MASS DIAGRAM PHASE 1 (DETOUR) TOTAL VOLUME MASS DIAGRAM PHASE 2 (MAINLINE) TOTAL VOLUME MASS LINE DIRECTION MASS DIAGRAM (SHEET 1 OF 2)

9 MASS DIAGRAM PHASE 3 (DETOUR REMOVAL) TOTAL VOLUME MASS LINE DIRECTION MASS DIAGRAM (SHEET 2 OF 2)

10 SITE DESCRIPTION STORM WATER MANAGEMENT PLAN EROSION AND SEDIMENT CONTROLS SOIL STABILIZATION PRACTICES: THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE FOLLOWING: PROJECT LIMITS: MAINTENANCE AND INSPECTION: PROJECT DESCRIPTION: WASTE MATERIALS: SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES: STRUCTURAL PRACTICES: HAZARDOUS MATERIALS: GENERAL NOTES: THE FOLLOWING SECTIONS OF THE 29 ODOT STANDARD SPECIFICATIONS SHOULD BE NOTED: OFFSITE VEHICLE TRACKING: IN ADDITION: NOTES: STORMWATER MANAGEMENT PLAN

11 AC AC AC PERSIMMON CREEK SOUTH DRAINAGE AREA MAP

12 STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION SURVEY DIVISION SWO 4843(1) J/P 28825(04) ; E.C Woodward Co. HORIZONTAL CONTROL: ( ) Oklahoma Coordinate System of 1927 Zone. ( ) Oklahoma Coordinate System of 1983 (1993) North Zone. ( ) Oklahoma Dept. of Transportation Plane Coordinate System of 1927 Zone. ( ) Oklahoma Dept. of Transportation Plane Coordinate System of 1983 Zone. ( ) Arbitrary Coordinate System HORIZONTAL PLANE DATUM DEFINITION: Oklahoma Department of Transportation coordinates were derived by multiplying the Oklahoma Coordinate Systems of 1927 or 1983 by the combined adjustment factor of The ODOT Coordinate System is 23 feet above sea level. 1. Primary Control adjusted to OBTAINED BY OPUS SOLUTIONS ( B ) Order Stations A ) Closure before adjustment ; Y Angles Trav. Length No. Angles ; 1: B ) ; is ( ) Order before adjustment. C ) Method of Distance Measurement: ( ) Electronic ( ) GPS ( ) Triangulation ( ) Chained D ) Instrument used for angles 2. Secondary Control adjusted to Primary Control ( B ) Order Stations W , W A ) Closure before adjustment ; Y Angles B ) Secondary Control ; is (3rd) Order; Tied to Method C ) of Distance Measurement: ( ) Electronic ( ) GPS ( ) Triangulation ( ) Chained D ) Instrument used for angles TOPCON HIPER II GPS VERTICAL CONTROL IS (3rd) order. Level Line taken from 3" ALUMINUM CAP W (3RD) order and tied to OBTAINED BY OPUS SOLUTIONS (3RD) order. VERTICAL CLOSURE = 0.03 feet before adjustment. 3rd order would allow feet. ( ) NGVD 29 datum ACCURACY DEFINITION: ( ) NAVD 88 datum ( 1 ) HORIZONTAL: ( 3rd Order = Class I = 1 : 10,0' ) ( 3rd Order = Class II = 1 : 5,0' ) ( 2 ) VERTICAL: ( 1st Order = Ft. x sqrt. of Mi. ) ( 2nd Order = Ft. x sqrt. of Mi. ) ( 3rd Order = 0.0 Ft. x sqrt. of Mi. ) Distribution: Copy w/survey reports Copy in each Alignment and level book JOSEPH H. FARMER Professional Land Surveyor Rev. 11/03 (FORM SD #20 ) April 24, 2013 Date 10

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14 CHECK LEVELS SWO# 4843(1) BM NO. RUN 1 RUN 2 MEAN DIFF. ADJ. DIFF. SH 34 BRIDGE OVER SOUTH PERSIMMON CREEK, 4.9 MILES NORTH OF THE DEWEY COUNTY LINE BENCHMARKS LIST (ENGLISH) (OPUS) NAVD 88 DATUM PUBLISHED ADJ. ELEV. ELEVATION BM DESCRIPTION, STA/OFFSET SHEET 1 OF 1 CP SET 5/8" IRON PIN W/ ALUMINUM CAP STAMPED W APPRO. STA ' RT. to BM CUT "" IN DRAINAGE STRUCTURE HEADWALL STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to BM SET RAILROAD SPIKE IN CORNER POST STA ' LT. to BM CUT "" IN DRAINAGE STRUCTURE HEADWALL STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to BM SET RAILROAD SPIKE IN POWER POLE STA ' LT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to BM CUT "" IN DRAINAGE STRUCTURE HEADWALL STA ' LT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to BM CUT "" IN DRAINAGE STRUCTURE HEADWALL STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to BM SET RAILROAD SPIKE IN POWER POLE STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' RT. to BM CUT "" IN DRAINAGE STRUCTURE HEADWALL STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' RT. to BM SET RAILROAD SPIKE IN POWER POLE STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' RT. to CP SET 5/8" IRON PIN W/ COBB CP CAP STA ' LT. to CP SET 5/8" IRON PIN W/ ALUMINUM CAP STAMPED W APPRO. STA ' RT. 12

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20 T3 T4 T5 T1 1 T2 STA LEGEND T6 3 STA EROSION CONTROL QUANTITIES EROSION CONTROL SHEET

21 SECTION 9 T-20-N, R-20-W TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG T3 T4 T5 T1 1 T2 STA BEGIN INCIDENTAL CONST. STA END INCIDENTAL CONST. BEGIN PROJECT 2 SOUTH SECTION 10 T-20-N, R-20-W PERSIMMON CREEK STA BEGIN INCIDENTAL CONST. STA END INCIDENTAL CONST. BEGIN PROJECT HYDRAULIC DATA UTILITY OWNERS CONTACT INFORMATION T3 T5 T

22 TUG TUG TUG 2310 SECTION 9 T-20-N, R-20-W SECTION 4 T-20-N, R-20-W T6 TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG 3 STA END INCIDENTAL CONST. SECTION 10 T-20-N, R-20-W TUG TUG TUG STA END PROJECT BEGIN INCIDENTAL CONST. SECTION 3 T-20-N, R-20-W TUG TUG ALL EISTING UTILITY LOCATIONS ARE APPROIMATE & SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION TUG STA END INCIDENTAL CONST. STA END PROJECT BEGIN INCIDENTAL CONST

23 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE TUG TUG TUG TUG TUG TUG TUG B1 B3 B2 B4 SOUTH PERSIMMON FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC PLAN CREEK PROFILE DATA ELEVATION GENERAL PLAN AND ELEVATION

24 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE SUMMARY OF BRIDGE PAY QUANTITIES SUMMARY OF BRIDGE PAY QUANTITIES

25 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION GEOLOGICAL STATEMENT ELEVATION ELEVATION FOUNDATION REPORT

26 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE 2299 SUBSTRUCTURE LAYOUT RIPRAP AND FILTER BLANKET DETAIL PIER FOOTING PILE ORIENTATION SUBSTRUCTURE LAYOUT

27 CEC // TRANSPORTATION B DESCRIPTION REVISIONS DATE A A B SUBSTRUCTURE ECAVATION PLAN SECTION A-A SECTION B-B SUBSTRUCTURE ECAVATION AT PIERS

28 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE A A ABUTMENT PLAN ABUTMENT ELEVATION ABUTMENT QUANTITIES SECTION THRU ABUTMENT SEAT SECTION A-A ABUTMENT DETAILS

29 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE ABUTMENT BAR LIST SECTION THRU WING AT BACK FACE OF ABUTMENT SEAT WING ELEVATION ABUTMENT WING DETAILS

30 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE SECTION A-A PLAN A SECTION B-B A B B PIER QUANTITIES ELEVATION SIDE PIER NO. 1 AND 2 DETAILS (SHEET 1 OF 3)

31 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE SECTION C-C PIER FOOTING PLAN SECTION D-D PIER NO. 1 AND 2 DETAILS (SHEET 2 OF 3)

32 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE C D D C PIER FOOTING REINFORCING PLAN PIER FOOTING REINFORCING PLAN PIER FOOTING REINFORCING PLAN PIER NO. 1 AND 2 DETAILS (SHEET 3 OF 3)

33 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE PIER BAR LIST SECTION E-E WATER REPELLENT TREATMENT DETAIL E SECTION F-F F F SPIRAL REINFORCING SPLICE DETAIL E ELEVATION OF WEB ELEVATION OF FLANGE DETAIL OF PILING DETAIL OF WELDED SPLICE DETAIL A PIER STEEL PILING DETAIL AND BAR LIST

34 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE HALF SECTION AT INTERMEDIATE DIAPHRAGM HALF SECTION AT PIER DIAPHRAGM TYPICAL CROSS SECTION DETAIL A BEAM HAUNCH DETAIL SIDE ABUTMENT ELEVATION TRAFFIC RAIL, SLAB, AND BEAM DETAIL B WATER REPELLENT TREATMENT DETAILS TYPICAL CROSS SECTION

35 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE ABUTMENT NO. 1 INTERMEDIATE DIAPHRAGM PIER NO. 1 LONGITUDINAL SECTION PIER NO. 2 ABUTMENT NO. 2 ABUTMENT NO. 1 PIER NO. 1 PIER NO. 1 PIER NO. 2 PIER NO. 2 PARAPET ELEVATION ABUTMENT NO. 2 LONGITUDINAL SECTION AND PARAPET ELEVATION

36 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE BEAM FRAMING PLAN A SUPERSTRUCTURE QUANTITIES A INTERMEDIATE AND PIER DIAPHRAGM ELEVATION SECTION A-A BEAM FRAMING PLAN

37 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE HALF PLAN AT ABUTMENT HALF PLAN AT PIER END VIEW HALF ELEVATION AT ABUTMENT HALF ELEVATION AT PIER INTENTIONALLY ROUGHENED SURFACE DETIALS DEAD LOAD DEFLECTION DIAGRAM END SECTION C L SECTION BEAM SECTIONS TYPE III P.C. BEAM BAR BEND DETAILS P.C.B. DETAILS - TYPE III SPAN NO. 1 AND 3

38 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE PLAN END VIEW ELEVATION END VIEW ELEVATION EMBEDDED SOLE PLATE DETAILS DEAD LOAD DEFLECTION DIAGRAM END SECTION C L SECTION BEAM SECTIONS P.C.B. DETAILS - TYPE III SPAN NO. 2

39 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE PLAN PLAN END VIEW SIDE VIEW END VIEW SIDE VIEW PIER EPANSION BEARING DETAIL ABUTMENT FIED BEARING DETAIL PIER ANCHOR BOLT DETAIL DETAIL A DETAIL B ABUTMENT ANCHOR BAR DETAIL BEARING DETAILS

40 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE D DIAPHRAGM PLAN C B B A A C A B A B DIAPHRAGM ELEVATION ABUTMENT DIAPHRAGM DETAILS (SHEET 1 OF 2)

41 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE ABUTMENT DIAPHRAGM BAR LIST SECTION A-A SECTION D SECTION B-B DIAPHRAGM JOINT DETAIL SECTION C-C ABUTMENT DIAPHRAGM DETAILS (SHEET 2 OF 2)

42 CEC // TRANSPORTATION DESCRIPTION REVISIONS DATE SUPERSTRUCTURE BAR LIST SLAB REINFORCING PLAN DECK SLAB POURING SEQUENCE DIAGRAM CONSTRUCTION JOINT DETAIL SLAB REINFORCING PLAN

43 CEC // TRANSPORTATION C DESCRIPTION REVISIONS DATE B B A C SECTION A SECTION B-B SLOPE DRAINS SCHEDULE SECTION C-C SLOPE DRAIN QUANTITIES SLOPE DRAIN DETAILS

44 EW-54 EW STA STA SIGNING & STRIPING SHEET

45 SPEED LIMIT 55 WORK ZONE SPEED LIMIT 55 BEGIN WORK ZONE SPEED LIMIT 45 5 FEET SPEED LIMIT 45 STA STA STA SPEED LIMIT 45 TRAFFIC CONTROL (SHEET 1 OF 2)

46 BEGIN WORK ZONE SPEED LIMIT 45 STA STA FEET WORK ZONE SPEED LIMIT 55 SPEED LIMIT 55 STA TRAFFIC CONTROL (SHEET 2 OF 2)

47 STA BEGIN INCIDENTAL CONSTRUCTION (DETOUR ALIGNMENT) 2285 CROSS SECTIONS: SH-34

48 CROSS SECTIONS: SH-34

49 CROSS SECTIONS: SH-34

50 2290 STA END INCIDENTAL CONSTRUCTION & BEGIN PROJECT CROSS SECTIONS: SH-34

51 CROSS SECTIONS: SH-34

52 CROSS SECTIONS: SH-34

53 CROSS SECTIONS: SH-34

54 CROSS SECTIONS: SH-34

55 STA END EARTHWORK ECEPTION STA BEGIN EARTHWORK ECEPTION CROSS SECTIONS: SH-34

56 CROSS SECTIONS: SH-34

57 CROSS SECTIONS: SH-34

58 CROSS SECTIONS: SH-34

59 CROSS SECTIONS: SH-34

60 CROSS SECTIONS: SH-34

61 CROSS SECTIONS: SH-34

62 STA END PROJECT & BEGIN INCIDENTAL CONSTRUCTION CROSS SECTIONS: SH-34

63 CROSS SECTIONS: SH-34

64 CROSS SECTIONS: SH-34

65 CROSS SECTIONS: SH-34

66 2313 STA END INCIDENTAL CONSTRUCTION (DETOUR ALIGNMENT) 2313 CROSS SECTIONS: SH-34