DRAINAGE. December
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1 DRAINAGE December
2 TAB STATEMENT OF ESTIMATED QUANTITIES TAB SHT NO ITEM DESCRIPTION UNITS ARPONS TOTAL ESTIMATED QUANTITY D CATCH BASIN EACH 1 D S EACH 9 D S LIN FT 269 D " CS LIN FT 48 D " GS EACH 1 D SAFETY EACH 8 D CL III LIN FT 222 D GEOTEXTILE FILTER TYPE 3 SQ YD 60 D RANDOM RIPRAP CLASS II CU YD 25 D GUIDE POST TYPE B EACH 9 CATCH BASIN 15" GS Do the column headings match the SEQ descriptions? 15" CS CL III SAFETY RANDOM RIPRAP CLASS II GEO- TEXTILE FILTER TYPE 3 GUIDE POSTS TYPE B CENTERLINE CROSS S DRAINAGE TABULATION STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION OFFSET TOP OF CASTING INLET OUTLET S CATCH BASIN TYPE DRAINAGE STRUCTURE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP GEOTEXT -TILE FILTER CLASS II TYPE 3 GUIDE POSTS TYPE B EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD 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 December
3 TAB Do the column headings match the SEQ? STATEMENT OF ESTIMATED QUANTITIES TAB SHT NO ITEM DESCRIPTION UNITS TOTAL ESTIMATED QUANTITY D CATCH BASIN EACH 1 D S EACH 9 D S LIN FT 269 D " CS LIN FT 48 D " GS EACH 1 D SAFETY EACH 8 D CL III LIN FT 222 D GEOTEXTILE FILTER TYPE 3 SQ YD 60 D RANDOM RIPRAP CLASS II CU YD 25 D GUIDE POST TYPE B EACH 9 15" GS Pipe material 15" CS CL III SAFETY CENTERLINE CROSS S DRAINAGE TABULATION STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION OFFSET TOP OF CASTING INLET OUTLET S CATCH BASIN TYPE DRAINAGE STRUCTURE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP GEOTEXT -TILE FILTER CLASS II TYPE 3 GUIDE POSTS TYPE B EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD 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 December
4 TAB Do the column headings match the SEQ? TAB SHT NO STATEMENT OF ESTIMATED QUANTITIES ITEM DESCRIPTION UNITS TOTAL ESTIMATED QUANTITY D CATCH BASIN EACH 1 D S EACH 9 D S LIN FT 269 D " CS LIN FT 48 D " GS EACH 1 D SAFETY EACH 8 D CL III LIN FT 222 D GEOTEXTILE FILTER TYPE 3 SQ YD 60 D RANDOM RIPRAP CLASS II CU YD 25 D GUIDE POST TYPE B EACH 9 Pipe material Class of Pipe CL III CENTERLINE CROSS S DRAINAGE TABULATION STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION OFFSET TOP OF CASTING INLET OUTLET S CATCH BASIN TYPE DRAINAGE STRUCTURE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP GEOTEXT -TILE FILTER CLASS II TYPE 3 GUIDE POSTS TYPE B EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD 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 December
5 TAB Do the column headings match the SEQ? STATEMENT OF ESTIMATED QUANTITIES Pipe material Class of Pipe Design 3006, if applicable TAB SHT NO ITEM DESCRIPTION UNITS TOTAL ESTIMATED QUANTITY D CATCH BASIN EACH 1 D S EACH 9 D S LIN FT 269 D " CS LIN FT 48 D " GS EACH 1 D SAFETY EACH 8 D DESIGN 3006 CL III LIN FT 222 D GEOTEXTILE FILTER TYPE 3 SQ YD 60 D RANDOM RIPRAP CLASS II CU YD 25 D GUIDE POST TYPE B EACH 9 CENTERLINE CROSS S DRAINAGE TABULATION STRUCTURE NO. FROM TO STRUCTURE LOCATION ALIGN. STATION OFFSET TOP OF CASTING INLET OUTLET S CATCH BASIN TYPE DRAINAGE STRUCTURE DESIGN F PAY HEIGHT STEPS REQUIRED CASTING ASSEMBLY 15" GS 15" CS CL III SAFETY RANDOM RIP RAP GEOTEXT -TILE FILTER CLASS II TYPE 3 GUIDE POSTS TYPE B EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD 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 ALL CONCRETE SEWER IS DESIGN 3006 GASKET JOINT December
6 TAB SHT NO STRUCTURE NO. FROM TO TAB Do the column headings match the SEQ? STATEMENT OF ESTIMATED QUANTITIES ITEM DESCRIPTION UNITS TOTAL ESTIMATED QUANTITY SP % FED, 20% STATE FUNDS SP % STATE FUNDS D CATCH BASIN EACH 1 1 D S EACH D S LIN FT D " CS LIN FT D " GS EACH 1 1 D SAFETY EACH D CL III LIN FT D GEOTEXTILE FILTER TYPE 3 SQ YD D RANDOM RIPRAP CLASS II CU YD D GUIDE POST TYPE B EACH CENTERLINE CROSS S DRAINAGE TABULATION DRAINAGE STRUCTURE STRUCTURE LOCATION PAY HEIGHT TOP OF INLET OUTLET CASTING CATCH ALIGN. STATION OFFSET S BASIN TYPE DESIGN STEPS CASTING F REQUIRED ASSEMBLY Pipe material Class of Pipe Design 3006, if applicable All notes accounted for and make sense SP/Funding splits shown 15" GS 15" CS CL III SAFETY RANDOM RIPRAP CLASS II GEOTEX - TILE FABRIC TYPE III D GUIDE POSTS TYPE B EACH LIN FT EACH LIN FT EACH EACH EACH LIN FT LIN FT EACH CU YDS SQ YD EACH EB LT TO RT EB LT TO RT EB ' LT TO 22.0' RT CB 6.4 YES A-7 48 SP (80% FED/20% STATE) EB ' RT WB ' RT TO 34.0' LT WB ' RT TO 35.0' LT SP (100% STATE) TOTAL December
7 PROFILE Do the profiles agree with the tabs? Pipe material December
8 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size December
9 PROFILE Do the profiles agree with the tabs? Pipe material Pipe size Pipe class December
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 December
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 December
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 December
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 December
14 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO NHPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC SEWER DES 3006 LIN FT " CS SAFETY EACH " RC EACH " RC EACH " RC EACH All pay items covered and match SEQ description December
15 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO NHPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC 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 December
16 DRAINAGE SUMMARY TAB ITEM DESCRIPTION DRAINAGE SUMMARY UNIT SHEET NO NHPP 80% FED 20% STATE HSIP 90% FED 10% STATE TOTALS 18" CS LIN FT " RC SEWER DES 3006 LIN FT " SEWER DES 3006 LIN FT " RC 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 December
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.) December
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 December
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 December
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 under SAFEAPRN1_10B andsafeaprn1_10sm Standard plate 3128 shows the connection to concrete pipe This information can be found in the Design Scene December
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 & PP 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, PP and CS pipe shall be GS X by the LIN FT with the note CS, CP, PP, RC may be used as acceptable pipe options. CS was used to determine the pipe lengths. December
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. December
23 LINING STORM SEWER LINING Must state size. Grout is incidental unless otherwise noted. 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. December
24 Any questions contact us ANYTIME: Tim Swanson, tim.swanson@state.mn.us Yvonne Crocker, yvonne.crocker@state.mn.us Jane Krebsbach@ jane.krebsbach@state.mn.us Design December
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