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

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

3 PAY ITEMS & NOTES (ROADWAY) GENERAL CONSTRUCTION NOTES ENVIRONMENTAL NOTES SUGGESTED SEQUENCE OF CONSTRUCTION EROSION CONTROL AND CONSTRUCTION NOTES PAY ITEMS & NOTES (ROADWAY)

4 PAY ITEMS & NOTES (PERMANENT TRAFFIC) PAY ITEMS & NOTES (TEMPORARY TRAFFIC) MANDATORY TIE PAY ITEMS & NOTES (TRAFFIC)

5 DESCRIPTION BRIDGE GENERAL NOTES

6 DESCRIPTION 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: STORM WATER MANAGEMENT PLAN

11 AC Persimmon Creek North DRAINAGE AREA MAP

12 STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION SURVEY DIVISION SWO 4844(1) J/P 28827(04) ; E.C WOODWARD CO. HORIZONTAL CONTROL: ( ) Oklahoma Coordinate System of 1927 Zone. ( X ) 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 X ; Y Angles Trav. Length No. Angles ; 1: B ) ; is ( ) Order before adjustment. C ) Method of Distance Measurement: ( ) Electronic ( X ) GPS ( ) Triangulation ( ) Chained D ) Instrument used for angles 2. Secondary Control adjusted to Primary Control ( B ) Order Stations W , W A ) Closure before adjustment X ; Y Angles B ) Secondary Control ; is (3rd) Order; Tied to C ) d of Distance Measurement: ( ) Electronic ( X ) 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 = 0.6 feet before adjustment. 3rd order would allow 0.05 feet. ( ) NGVD 29 datum ACCURACY DEFINITION: ( X ) 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 ) May 29, 2013 Date 10

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14 CHECK LEVELS SWO# 4844(1) BM NO. RUN 1 RUN 2 MEAN DIFF. ADJ. DIFF. S.H. 34, BRIDGE OVER NORTH PERSIMMON CREEK, 7.6 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 WITH ALUMINUM CAP STAMPED W APPROXIMATE STA ' RT. to BM CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA ' LT. to TBM SET 5/8" IRON PIN WITH COBB CAP STA ' RT. to BM SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA ' LT. to BM SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA ' LT. to TBM SET 5/8" IRON PIN WITH COBB CAP STA ' RT. to BM CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA ' LT. to BM SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA ' LT. to BM CUT "X" IN DRAINAGE STRUCTURE NORTH HEADWALL STA ' RT. to TBM SET MAG NAIL WITH COBB SHINER STA ' RT. to BM CUT "X" IN BRIDGE SOUTHEAST WINGWALL STA ' RT. to BM CUT "X" IN BRIDGE NORTHWEST WINGWALL STA ' LT. to TBM SET MAG NAIL WITH COBB SHINER STA ' LT. to BM SET RAILROAD SPIKE IN NORTHEAST SIDE OF POWER POLE STA ' LT. to BM CUT "X" IN DRAINAGE STRUCTURE SOUTH HEADWALL STA ' RT. to TBM SET 5/8" IRON PIN WITH COBB CAP STA ' RT. to BM SET RAILROAD SPIKE IN EAST SIDE OF POWER POLE STA ' LT. to TBM SET 5/8" IRON PIN WITH COBB CAP STA ' RT. to BM CUT "X" IN DRAINAGE STRUCTURE EAST WEADWALL STA ' RT. to CP SET 5/8" IRON PIN WITH ALUMINUM CAP STAMPED W APPROXIMATE STA ' RT. 12

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16 14

17 15

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19 LEGEND STA STA EROSION CONTROL QUANTITIES EROSION CONTROL SHEET

20 PERSIMMON STA END INCIDENTAL CONST. BEGIN PROJECT STA BEGIN INCIDENTAL CONST. 1 T1 FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC G G G G G G G G G G G CREEK NORTH STA BEGIN INCIDENTAL CONST. STA END INCIDENTAL CONST. BEGIN PROJECT HYDRAULIC DATA

21 G STA END PROJECT BEGIN INCIDENTAL CONST. G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC G G G G G G G G G STA END INCIDENTAL CONST. STA END PROJECT BEGIN INCIDENTAL CONST. STA END INCIDENTAL CONST

22 DESCRIPTION GENERAL PLAN AND ELEVATION

23 DESCRIPTION SUMMARY OF BRIDGE PAY QUANTITIES

24 DESCRIPTION FOUNDATION REPORT

25 DESCRIPTION SUBSTRUCTURE LAYOUT

26 DESCRIPTION SUBSTRUCTURE EXCAVATION AT PIERS

27 DESCRIPTION ABUTMENT DETAILS

28 DESCRIPTION ABUTMENT WING DETAILS

29 DESCRIPTION PIER NO. 1 AND 2 DETAILS (SHEET 1 OF 3)

30 DESCRIPTION PIER NO. 1 AND 2 DETAILS (SHEET 2 OF 3)

31 DESCRIPTION PIER NO. 1 AND 2 DETAILS (SHEET 3 OF 3)

32 DESCRIPTION PIER STEEL PILING DETAIL AND BAR LIST

33 DESCRIPTION TYPICAL CROSS SECTION

34 DESCRIPTION LONGITUDINAL SECTION

35 DESCRIPTION BEAM FRAMING PLAN

36 DESCRIPTION P.C.B. DETAILS-TYPE IV

37 DESCRIPTION DIAPHRAGM AND BEARING DETAILS

38 DESCRIPTION SUPERSTRUCTURE DETAILS

39 DESCRIPTION ADDITIONAL SLAB REINFORCING

40 DESCRIPTION SLOPE DRAIN DETAILS

41 STA STA SIGNING & STRIPING SHEET

42 SPEED LIMIT 55 WORK ZONE SPEED LIMIT 55 BEGIN WORK ZONE SPEED LIMIT 45 0 FEET SPEED LIMIT 45 STA STA STA SPEED LIMIT 45 TRAFFIC CONTROL (SHEET 1 OF 2)

43 BEGIN WORK ZONE SPEED LIMIT 45 0 FEET WORK ZONE SPEED LIMIT 55 SPEED LIMIT 55 MATCHLINE STA MATCHLINE TRAFFIC CONTROL (SHEET 2 OF 2)

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

45 CROSS SECTIONS : SH-34

46 CROSS SECTIONS: SH-34

47 CROSS SECTIONS: SH-34

48 STA END INCIDENTAL CONSTRUCTION & BEGIN PROJECT 2434 CROSS SECTIONS: SH-34

49 CROSS SECTIONS: SH-34

50 CROSS SECTIONS: SH-34

51 CROSS SECTIONS: SH-34

52 CROSS SECTIONS: SH-34

53 STA END EARTHWORK EXCEPTION STA BEGIN EARTHWORK EXCEPTION 2441 CROSS SECTIONS: SH-34

54 CROSS SECTIONS: SH-34

55 CROSS SECTIONS: SH-34

56 CROSS SECTIONS: SH-34

57 2449 STA END PROJECT & BEGIN INCIDENTAL CONSTRUCTION CROSS SECTIONS: SH-34

58 CROSS SECTIONS: SH-34

59 CROSS SECTIONS: SH-34

60 CROSS SECTIONS: SH-34

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

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