Contact Roadway Design

C = CODES:   D = DISCONTINUED | R = REVISED | U = UNDER REVIEW |  N = NEW
C SHEET
NO. 		STANDARD NAME DESIGN
NUMBER 		REV.
NO.

README SPECIAL INSTRUCTIONS AND INFORMATION


REVISONS LOG OF REVISIONS


1 BOX CULVERT 45°, 60°, 90° SK. BC–JOINTS DISC.

4 BOX CULVERT 45°, 60°, 90° SK. BC–52A DISC.

9 BOX CULVERT 45° SK. BC–5S3RF DISC.

10 BOX CULVERT 45° SK. BC–5S3LF DISC.

11 BOX CULVERT 60° SK. BC–5S4RF DISC.

12 BOX CULVERT 60° SK. BC–5S4LF DISC.

14 DBL. BOX CULVERT 90° SK. BC–5A2 DISC.

19 DBL. BOX CULVERT 45° SK. BC–5AS3RF DISC.

20 DBL. BOX CULVERT 45° SK. BC–5AS3LF DISC.

21 DBL. BOX CULVERT 60° SK. BC–5AS4RF DISC.

22 DBL. BOX CULVERT 60° SK. BC–5AS4LF DISC.

24 FINISHED GRADE BOX CULVERT 90° SK. BC–5F2 DISC.

26 FINISHED GRADE BOX CULVERT 90° SK. BC–5AF2 DISC.

28 BOX CULVERT 90° SK. BC–62 DISC.

33 BOX CULVERT 45° SK. BC–6S3RF DISC.

34 BOX CULVERT 45° SK. BC–6S3LF DISC.

35 BOX CULVERT 60° SK. BC–6S4RF DISC.

36 BOX CULVERT 60° SK. BC–6S4LF DISC.

38 DBL. BOX CULVERT 90° SK. BC–6A2 DISC.

43 DBL. BOX CULVERT 60° SK. BC–6AS4LF–21 DISC.

44 DBL. BOX CULVERT 60° SK. BC–6AS4RF–21 DISC.

45 SGL. SPAN 12’X12’ &14’ – 90° SK. BC–27–5 DISC.

46 DROP INLET (REINF. CONC.) FOR RCB – 90° SK. CDI–2 13

47 DROP INLET (REINF. CONC.) FOR RCB – 45° SK. CDI–2S1 13

48 DROP INLET (REINF. CONC.) FOR RCB – 60° SK. CDI–2S2 13
D 49 DROP INLET (REINF. CONC.) FOR RCB – 90° SK. CBDI–2–25 DISC.
D 50 DROP INLET FOR CONC. BOX CULVERT – 45° SK. CBDI–2S3L12 DISC.

51 *** RESERVED ***
––––
D 52 DROP INLET FOR CONC. BOX CULVERT – 60° SK. CBDI–2S4L12 DISC.
R 53 HEADWALL – 2 CELL RCB (50MM CURB) – 90° SK. RCB–2H 02
D 54 ONE CELL RCB CULVERTS RCB–2B–4 DISC.
N 54A ONE CELL RCB CULVERTS (SUMMARY 1 OF 2) RCB1–2B 00
N 54B ONE CELL RCB CULVERTS (SUMMARY 2 OF 2) RCB2–2B 00
N 54C ONE CELL RCB CULVERTS (TYPICAL SECTION) RCB3–2B 00
R 55 HEADWALL – 1 CELL RCB (300 MM CURB) – 90° SK. RCB–2H 07

56 SLOPED & GRATED WING WALLS (6 : 1) SGWW–2 02

57 SLOPED & GRATED WING WALLS (4 : 1) SGWW–2–2 02
R 58 WELDED STEEL GRATES WSG–2 02

59 *** RESERVED ***
––––

60 *** RESERVED ***
––––

61 HEADWALL – DBL. & TRIPLE METAL PIPE ARCH MPA–2A–23 DISC.

62 HDWLLS FOR CONC. PIPE (SIDE DRAIN ONLY) CP–2–21 DISC.

63 HDWLLS FOR DBL. & TRIPLE CONC. PIPE CP–3–21 DISC.

64 HDWLLS FOR CONC. PIPE (15” – 42” DIA.) CP–21–21 DISC.

65 HDWLLS FOR CONC. PIPE (48” – 72” DIA.) CP–22–21 DISC.

66 HDWLLS FOR CONC. PIPE (18” – 72" DIA.) CP–2S1–21 DISC.

67 HDWLLS FOR CONC. PIPE (18” – 72” DIA.) CP–2S2–21 DISC.

68 DROP INLET – R.C. 450 – 2800 MM RCP – 90° SK. CDI–2 14

69 DROP INLET – R.C. 450 – 2800 MM RCP – 45° SK. CDI–2S1 13

70 DROP INLET – R.C. 450 – 2800 MM RCP – 60° SK. CDI–2S2 13

71 *** RESERVED ***
––––

72 *** RESERVED ***
––––
R 73 MEDIAN DRAIN – 15”, 24”, 30”, 36” DIA. PIPE SMD–2 23
N 74 PIPE INSTALLATION FPI–2 04
N 74B FLEXIBLE PIPE INSTALLATION SPI–2 00
R 75 BOX INSTALLATION SBI–2 04
D 76 HEADWALLS FOR ELLIPTICAL OR ARCH PIPE HEAP–2–3 DISC.
R 77 GRATED PIPE DROP INLET 450 – 2050 MM PIPE GPI–2 05
R 78 STEEL PIPE DROP INLET SPDI–2 03
R 79 PRFABRICATED CULVERT END SECTIONS PCES–2 03
D 80 CULVERT END TREATMENT (CONC. SLP) – 90° SK. CET–2 DISC.
N 80A CULVERT END TREATMENT (CONC. SLP) – 90° SK. CET4S–2 00
N 80B CULVERT END TREATMENT (CONC. SLP) – 90° SK. CET6S–2 00
N 80C CULVERT END TREATMENT (CONC. SLP) – 90° SK. CET4D–2 00
N 80D CULVERT END TREATMENT (CONC. SLP) – 90° SK. CET6D–2 00

81 SLOPED CONCRETE END SECTIONS SCES–2 02
D 82 STORM SEWER INLET FRAMES (SSI INLETS) SSIF–2–2 DISC.
R 83 MANHOLE FRAME & COVER MFC–2 05
R 84 MANHOLE & JUNCTION BOXES MJB–2 04

85 MASONRY STORM SEWER INLET (SGL. GRATE) SSI–2–22 DISC.

85A MASONRY STORM SEWER INLET (SGL. GRATE) SSI–2(.5)–22 DISC.

86 MASONRY STORM SEWER INLET W/ADDITIONAL
CURB INLETS (SINGEL GRATE) 		SSI–2A–22 DISC.

86A MASONRY STORM SEWER INLET W/ADDITIONAL
CURB INLETS (SINGEL GRATE) 		SSI–2A(.5)–22 DISC.

87 MASONRY STORM SEWER INLET W/ADDITIONAL
CURB OPENING (DBL. & MULTIPLE GRATING) 		SSI–2&3–22 DISC.

87A MASONRY STORM SEWER INLET W/ADDITIONAL
CURB OPENING (DBL. & MULTIPLE GRATING) 		SSI–2&3(.5) DISC.

88 MASONRY STORM SEWER INLET W/ADDITIONAL
CURB INLETS (DOUBLE GRATE) 		SSI–2A –22 DISC.

88A MASONRY STORM SEWER INLET W/ADDITIONAL
CURB INLETS (DOUBLE GRATE) 		SSI–2A(.5)–22 DISC.

89 MASONRY STORM SEWER INLET W/NO
CURB INLETS (DOUBLE GRATE) 		SSI–6–22 DISC.

90 MASONRY STORM SEWER INLET W/NO
CURB INLETS (SINGLE GRATE) 		SSI–6A–22 DISC.

91 MASONRY STORM SEWER INLET W/NO
CURB INLETS (DBL. & MULTIPLE GRATES) 		SSI–7–22 DISC.

92 STORM SEWER INLET W/ONLY CURB OPENINGS
(NO GRATE) 		SSI–8&9–29 DISC.
R 93 STORM SEWER CONSTRUCTION DETAILS SSCD–2 16
R 94 CAST IRON CURB INLETS CICI–2 12
R 95 STORM SEWER INLET FRAMES (FOR CICI) SSIF–2 05
R 96 STORM SEWER – CAST INLET GRATE CIG–2 03

97 STORM SEWER GRATE SSG–2 –5 DISC.
R 98 WHEEL CHAIR RAMPS WC1 04
R 99 MAILBOX INSTALLATION MI–2 03

100 OKLAHOMA STATE HIGHWAY COMMISSION SHC–4 –24 DISC.

101 *** RESERVED ***
–––
R 102 MISCELLANEOUS DETAILS MD–2 32
R 103 PAVED DITCHES DC–2 23

104C DOUBLE FACED GUARDRAIL DFG1–3 DISC.
R 105 RUMBLE STRIP (CONSTRUCTION DETAILS) RS1–2 03
R 106 RUMBLE STRIP (GENERAL LAYOUT DETAILS) RS2–2 03

107 RETAINING WALLS RW–2–25 15

108 CATTLE GUARD (STEEL PIPE) CGC–4 –2 DISC.

108A CATTLE GUARD (STEEL I – BEAM) CGC–5 –2 DISC.

109 GENERAL CONSTUCTION NOTES GCN–2 –22 DISC.
R 110 FILL HEIGHT TABLES – METAL PIPE CULVERT FHTMP–3 03
R 110A FILL HEIGHT TABLES – CONCRETE PIPE CULVERT FHTCP–2 02
R 111 RIGHT – OF – WAY FENCE DETAILS, WWF (WOVEN) RWF–2 05
R 111A RIGHT – OF – WAY FENCE DETAILS, SWF (STRAND) RWF–4 03
R 112 RIGHT – OF – WAY FENCE DETAILS, CLF (CH. LINK) RWF–6 05

113 STD. DETAILS FOR FARM – TO – MARKET ROADS FM–3–3 DISC.
R 114 SUPERELEVATION SUEL–4 01
R 115 PAVEMENT RECONSTRUCTION – TYPICAL DETAILS P1 03
R 116 ASPHALT SURFACING CONSTRUCTION DETAILS ASCD–3 04
R 117 CONCRETE SURFACING CONSTRUCTION DETAILS CSCD–3 06
R 118 PORTLAND CEMENT CONCRETE PAVEMENT REPAIR PCPR–2 02
R 119 JOINTS AND SEALERS (LONG., EXPAN., CONTR.) LECS–2 05
R 120 LOAD TRANSFER UNITS FOR CONC. PAV. JOINTS LTU–2 03

121 *** RESERVED ***
–––
R 122 CONTINUOUSLY REINFORCED CONCRETE PAVM'T
(REINF. STEEL BARS) 7.2 M WIDE PAVEMENT 		CRPB–2 04
R 123 CONTINUOUSLY REINFORCED CONCRETE PAVM'T
(REINF. STEEL BARS) 7.2 M WIDE PAVEMENT 		CRPB–3 03
R 124 PIPE UNDERDRAIN INSTALLATION PUD–2 24
D 125 GLARE DEFLECTOR FENCE GDF–2–4 DISC.
R 126 CAST IN PLACE MEDIAN BARRIERS MB–2 03
R 126A PRECAST MEDIAN BARRIER PMB–2 06
R 127 JUTE MESH PLACEMENT JM–2 13
R 128 EROSION CONTROLS (ROADSIDE DEVELOPMENT) RDSD–2 03
R 129 SEDIMENT CONTROLS (ROADSIDE DEVELOPMENT) RDSD–2 03
R 130 SEDIMENT CONTROLS (ROADSIDE DEVELOPMENT) RDSD–3 03
R 131 GUARDRAIL HARDWARE GRH–2 08
R 132 GUARDRAIL ANCHOR UNIT GRAU–3 05
R 133 GUARDRAIL ANCHOR UNIT GRAU–4 06

134 *** RESERVED ***
–––
R 135 NYLON EROSION CONTROL MAT (RDSD. DEVLP’T) NECM –2 04
D 136 SURFACED APPROACHES AT BRIDGES SAAB–2–5 DISC.
D 137 SURFACED APPROACHES AT BRIDGES
(FOR USE WITH DEB – 5 BRIDGE INLET) 		SAAB–2–4 DISC.
N 138 GUARDRAIL EXTRUDER TERMINAL GET–2 00
N 139 THRIE BEAM TRANSITION UNIT TBTU–2 00
N 140 PAVEMENT EDGE DRAIN PED–2 00
N 141 SINGLE CELL GRATED WINGWALL SCGW–2 00
N 142 MULTI CELL GRATED WINGWALL MCGW–2 00

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