Do the column headings match the SEQ? 24" RC 24" RC SAFETY APRON PIPE CULVERT CL III APRON CENTERLINE CROSS CULVERTS DRAINAGE TABULATION

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Arabella Stevenson
6 years ago
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1 DRAINAGE

2 TAB Do the column headings match the SEQ? S CATCH BASIN 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III GUIDE POSTS TYPE B CONN TO EXIST. STORM SEWER STRUCTURE NO. FROM TO ALIGN. STATION STRUCTURE LOCATION OFFSET CENTERLINE CROSS S DRAINAGE TABULATION TOP OF CASTING INLET OUTLET S CATCH BASIN DRAINAGE STRUCTURE TYPE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III CONN GUIDE TO POSTS EXIST. TYPE B STORM SEWER EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP SUBTOTAL SHEET 4 OF ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT

3 TAB Do the column headings match the SEQ? Pipe material 15" GS 15" CS CL III SAFETY STRUCTURE NO. FROM TO ALIGN. STATION STRUCTURE LOCATION OFFSET CENTERLINE CROSS S DRAINAGE TABULATION TOP OF CASTING INLET OUTLET S CATCH BASIN DRAINAGE STRUCTURE TYPE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III CONN GUIDE TO POSTS EXIST. TYPE B STORM SEWER EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP SUBTOTAL SHEET 4 OF ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT

4 TAB Do the column headings match the SEQ? Pipe material Class of Pipe CL III STRUCTURE NO. FROM TO ALIGN. STATION STRUCTURE LOCATION OFFSET CENTERLINE CROSS S DRAINAGE TABULATION TOP OF CASTING INLET OUTLET S CATCH BASIN DRAINAGE STRUCTURE TYPE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III CONN GUIDE TO POSTS EXIST. TYPE B STORM SEWER EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP SUBTOTAL SHEET 4 OF ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT

5 TAB Do the column headings match the SEQ? Pipe material Class of Pipe Design 3006, if applicable STRUCTURE NO. FROM TO ALIGN. STATION STRUCTURE LOCATION OFFSET CENTERLINE CROSS S DRAINAGE TABULATION TOP OF CASTING INLET OUTLET S CATCH BASIN DRAINAGE STRUCTURE TYPE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III CONN GUIDE TO POSTS EXIST. TYPE B STORM SEWER EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP SUBTOTAL SHEET 4 OF ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT

6 TAB Do the column headings match the SEQ? Pipe material Class of Pipe Design 3006, if applicable All notes accounted for and make sense SP/Funding splits shown STRUCTURE NO. FROM TO ALIGN. STATION STRUCTURE LOCATION OFFSET CENTERLINE CROSS S DRAINAGE TABULATION TOP OF CASTING INLET OUTLET S CATCH BASIN DRAINAGE STRUCTURE TYPE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP CLASS II GEOTEXT -TILE FABRIC TYPE III CONN GUIDE TO POSTS EXIST. TYPE B STORM SEWER EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP SUBTOTAL SHEET 4 OF ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT

7 PROFILE Do the profiles agree with the tabs? Pipe material

8 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size

9 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size Pipe class

10 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size Pipe class Pipe length CENTERLINE CROSS S STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION LIN FT EACH EB EB EB EB EB EB SUBTOTAL SHEET 1 OF 5 SAFETY

11 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size Pipe class Pipe length Stationing CENTERLINE CROSS S STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION LIN FT EACH EB EB EB EB EB EB SUBTOTAL SHEET 1 OF 5 SAFETY

12 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size Pipe class Pipe length Stationing Apron CENTERLINE CROSS S STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION LIN FT EACH EB EB EB EB EB EB SUBTOTAL SHEET 1 OF 5 SAFETY

STATION CASTING ELEV 5471 5472 36WB 82+99.00 948.75 5472 36WB 82+97.93 945.31 944.

13 STORM SEWER PROFILE Same as culvert plus Top of casting STRUCTURE NO. FROM DRAINAGE TABULATION (THIS SHEET ONLY) TO STRUCTURE LOCATION TOP OF OUTLET INLET ALIGN. STATION CASTING ELEV WB WB WB WB WB WB

14 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO HPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC PIPIE SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC PIPIE SEWER DES 3006 LIN FT " CS SAFETY EACH " RC EACH " RC EACH " RC EACH All pay items covered and match SEQ description

15 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO HPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC PIPIE SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC PIPIE SEWER DES 3006 LIN FT " CS SAFETY EACH " RC EACH " RC EACH " RC EACH All pay items covered and match SEQ description SP/Funding splits shown

16 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO HPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC PIPIE SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC PIPIE SEWER DES 3006 LIN FT " CS SAFETY EACH " RC EACH " RC EACH " RC EACH All pay items covered and match SEQ description SP/Funding splits shown Total column

17 DRAINAGE PLAN VIEW 2501, 2503, 2506 Do the plan views agree with the tabs? Pipe material, if shown Pipe size, if shown Pipe class, if shown Pipe length, if shown Stationing & offset Apron, type, number, grate (if applicable) Work type (i.e. remove, salvage, F & I, clean, etc.)

18 ENTRANCE S Is it in the clear zone? No flared apron, no grate Yes Entrance Culvert apron Recommend it be a safety apron Grate is required when safety apron. > 24 Span > 24 There are multiple aprons This information can be found in the Road Design Manual and the Design Scene

19 CENTERLINE S Is it in the clear zone? No flared apron, no grate Yes Centerline Culvert apron, grate is required when Safety Apron is > 36 Multiple aprons > 30 Span safety aprons > 36 Multiple span aprons > 28 Flared Apron is > 15 All span apron All multiple aprons This information can be found in the Road Design Manual and the Design Scene

$OTS\DesignStandards\DesignDetails SafeAprn1_10b_dd.dgn and SafeAprn1_10sm_dd.$

20 PARALLEL MEDIAN Must be at a 1:10 Must be a metal safety apron Must have a safety grate Must have a detail Details found under ProjectWise OTS\DesignStandards\DesignDetails SafeAprn1_10b_dd.dgn and SafeAprn1_10sm_dd.dgn Standard plate 3128 shows the connection to concrete pipe This information can be found in the Design Scene

21 GENERIC S Generic culverts are generally used for entrance pipes. If generic pipes are not used then a documented reason needs to be placed in the project file. It must be a good reason too. When giving the plastic pipe option they must use the generic items X SAFETY by the EACH with the note Apron material shall be the same as pipe material except that the apron for CP pipe shall be CS X by the EACH with the note Apron material shall be the same as pipe material except that the apron for CP and CS pipe shall be GS X by the LIN FT with the note CS, CP, RC may be used as acceptable pipe options. CS was used to determine the pipe lengths.

STORM SEWER OPTION - 2503 Must have a plastic pipe option.

22 STORM SEWER OPTION Must have a plastic pipe option. If an option is NOT use then a documented reason needs to be placed in the project file. Use standard concrete pipe pay items Must add note Plastic pipe may be used as an option for xx lin ft, see tab for locations.

23 LINING LINING Must state the size of pipe to be lined LINING CULVET (X ) by the LIN FT, when using this pay item they also need to include either CLSM LOW DENSITY by the CU YD or CLSM HIGH DENSITY by the CU YD or A note stating the use of cured in place pipe. STORM SEWER LINING Must state size. Grout is incidental unless otherwise noted.

CHAPTER 12: DRAINAGE

CHAPTER 12: DRAINAGE CHINOOK WINDS AND WINTER SNOWS A combination which frequently results in hazardous winter conditions on shaded portions of roadways under bridges. Icing conditions are a danger in