{"text_format":"1","workbook":"xlsx","n_sheets":3,"sheets":["Instructions","Minimum Pipe Cover & Angle Work","Pipe Schedule"],"not_rendered":{"charts":0,"images":3,"macros":1,"external_links":0,"defined_names":14,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Instructions","index":0,"n_rows":32,"n_cols":4,"rows_kept":32,"cut":false,"hidden":false,"merged":[[0,0,0,3],[1,0,1,3],[4,0,4,3],[5,0,5,3],[6,0,6,3],[32,0,32,3],[25,0,25,3],[24,0,24,3],[7,0,7,3],[8,0,8,3],[29,0,29,3],[30,0,30,3],[31,0,31,3]]}
["Minimum Pipe Cover & Angle Worksheet"]
["Disclaimer: This program should only be used for quality control of storm water systems for proposed projects. It is the responsibility of the engineer, not DelDOT, to ensure that all connection locations meet the Department's standards. Errors found after plan approval or during construction will be corrected at the applicant's expense."]
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["Notes:"]
["1 - If YES, then a temporary reinforcement bar over the opening to stabilize the box during transportation and placement may be needed. Once the box is in place, the temporary reinforcement bar must be cut out. This should be clearly noted on the construction plans which inlets require the temporary reinforcement bar. This may be identified on the plans by placing an asterisk by the structure’s number on the schedule and then adding a note below the schedule. "]
["2 - Pavement box thickness is defined as the thickness of the hot mix layers only. It does not include the depth of BCBC and GABC."]
["3 - Elevation represents the bottom of the pavement box measured from the bottom of hot-mix."]
["4 - \"Type V\" ERCP is currently not available for use."]
["Input the T.G. Elevation to determine the minimum invert elevation"]
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["Legend:"]
["Any items shown in RED TEXT indicate an issue with that item."]
["Any items shown in LIGHT GREEN TEXT indicate item is correctly input."]
[null,"User Inputs",null,"Output Fields"]
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["Pipe Schedule (Optional):"]
["An optional Pipe Schedule is included is this workbook and my be included on plan submissions, however it is not required. "]
["Designed to meet the minimum DelDOT requirements for Subdivision Design. This may be used at the sole discretion of the submitting firm as a general pipe schedule. This spreadsheet may be imported directly into most CADD programs or may be printed as a .pdf file and imported. "]

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["Minimum Cover / Maximum Angle Worksheet for HDPE & RCP",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"RCP"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ERCP"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Revised","2013-02-28",null,null,null,null,null,null,null,null,null,null,"HDPE"]
["Project Name:",null,40234,null,null,null,null,null,null,null,null,null,"2013-02-28",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"User Inputs",null,null,"Output Fields"]
["Pipe Information",null,null,null,null,null,null,"Inlet / Structure Information",null,null,null,null,"Angles",null,null,"Cover Requirements",null,null,null,null,null,null,"RCP/ERCP",null,null,null,null,null,null,null,null,null,"HDPE",null,null,null,null,null,null,"Pipe Size","Equiv Diameter","Conc Thickness","HDPE Thickness","Actual Size",null,null,null,null,null,null,null,null,null,"RCP Actual Size Chart"]
["Pipe #","Pipe Material","Pipe Length (Ft.)","Pipe Size (in.)","Equiv. Pipe Diam. (in.)","Actual Size (in.)","Pipe Thickness (in.)","Inlet / Structure #","Structure Top Unit Type","T.G. Elevation","Inlet / Structure Size","Inlet / Structure Wall Width (in.)","Maximum Angle Allowed ","Actual Angle ","Meets Max Angle","Coverage Required (in.)","Min. Invert Elevation","Prop. Invert Elevation","Meets Min Cover","Temp Rebar Req'd1","Pavement Box Thickness2 (Hot Mix)(in.)","Top of Pipe Elevation","Top of Pipe Elev. requiring Class III Pipe3",null,"Top of Pipe Elev. requiring Class IV Pipe3",null,"Meets Reqmts for Class IV","Top of Pipe Elev. requiring Class V Pipe3","Minimum Pipe Class Required4",null,null,null,"Depth Required to Top of Pipe               Local Roads","Meets Minimum for    Local Road / Subdivision Streets","Depth Required to Top of Pipe for Collector Roads","Meets Minimum for Collector Road or Higher",null,null,"RCP",12,"-",2,null,12,null,"Inlet ","Side 1","Side 2","Coverage Required",null,"Inlet Size Master List",null,"Inlet Top Unit Type","Pipe Size","Equiv Dia","Conc Thickness","Actual Size",null,null,null,null,null,null,null,"RCP Pipe Sizes (with Wall Thickness)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ERCP Pipe Sizes (with Wall Thickness)"]
["P1","HDPE",299,21,{"$f":"LOOKUP(D7,$AN$6:$AO$30)","v":"-"},{"$f":"IF($B7=\"RCP\",LOOKUP($D7,$AN$6:$AN$31,$AR$6:$AR$31),IF($B7=\"ERCP\",LOOKUP($D7,$AN$6:$AN$31,$AR$6:$AR$31),LOOKUP($D7,$AN$33:$AN$46,$AQ$33:$AQ$46)))","v":21},{"$f":"IF($B7=\"RCP\",LOOKUP($D7,$AN$6:$AN$31,$AP$6:$AP$31),IF($B7=\"ERCP\",LOOKUP($D7,$AN$6:$AN$31,$AP$6:$AP$31),LOOKUP($D7,$AN$33:$AN$46,$AP$33:$AP$46)))","v":1.75},"D1","S",15,"34\"x24\"",34,{"$f":"IF(B7=\"RCP\",INDEX($BL$7:$BZ$19,MATCH(L7,$BL$7:$BL$19,),MATCH(D7,$BL$7:$BZ$7,)),IF(B7=\"ERCP\",INDEX($CA$7:$CN$19,MATCH(L7,$CA$7:$CA$19,),MATCH(D7,$CA$7:$CN$7,)),INDEX($BL$24:$BX$36,MATCH(L7,$BL$24:$BL$35,),MATCH(D7,$BL$24:$BX$24,))))","v":25.48},25,{"$f":"IF(M7=\"N/A\",\"No\",IF(M7>=N7,\"Yes\",\"No\"))","v":"Yes"},{"$f":"INDEX(BC$34:BI$56,MATCH(K7,BB$34:BB$56,),MATCH(I7,BC$33:BI$33,))","v":10},{"$f":"J7-((F7+G7+P7)/12)","v":12.27},12,{"$f":"IF(R7<=Q7,\"Yes\",\"No\")","v":"Yes"},{"$f":"IF(R7>Q7,\"N/A\",IF(AND(R7<=Q7,R7>(Q7-2/12)),\"Yes\",\"No\"))","v":"No"},12,{"$f":"R7+((F7+G7)/12)","v":13.9},"≤",{"$f":"IF($B7=\"RCP\",$J7-($U7/12)-1,IF($B7=\"ERCP\",$J7-($U7/12)-1,\" \"))","v":" "},"≤",{"$f":"IF($B7=\"RCP\",$J7-($U7/12)-0.5,IF($B7=\"ERCP\",$J7-($U7/12)-0.5,\" \"))","v":" "},{"$f":"IF(V7<=Z7,\"Yes\",\"No\")","v":"Yes"},{"$f":"IF($B7=\"RCP\",$J7-($U7/12),IF($B7=\"ERCP\",($J7-($U7/12)),\" \"))","v":" "},{"$f":"IF(B7=\"HDPE\",\"\",IF(V7<=X7,\"Class III\",IF(V7<=Z7,\"Class IV\",IF(V7<=AB7,\"Class V\",\"Try Again\"))))","v":""},{"$f":"IF(AC7=\"Class III\",1,IF(AC7=\"Class IV\",2,IF(AC7=\"Class V\",3,4)))","v":4},{"$f":"IF(AD7>AD8,AD7,AD8)","v":4},{"$f":"IF(AE7=1,\"Type III\",IF(AE7=2,\"Type IV\",IF(AE7=3,\"Type V\", \"Try Again\")))","v":"Try Again"},{"$f":"IF(B7=\"HDPE\",$J7-($U7/12)-1,\" \")","v":13},{"$f":"IF(B7=\"RCP\",\"\",IF(B7=\"ERCP\",\"\", IF(V7<AG7,\"Yes\",\"No\")))","v":"No"},{"$f":"IF($B7=\"HDPE\",$J7-($U7/12)-2,\" \")","v":12},{"$f":"IF(B7=\"RCP\",\"\",IF(B7=\"ERCP\",\"\", IF(V7<AI7,\"Yes\",\"No\")))","v":"No"},null,null,null,15,"-",2.25,1.2849999999999999,15,null,0,"-","-",0,null,0,0,"A",12,12,2,{"$f":"BC7+(BD7*2)","v":16},null,"Inlet Size",null,null,null,null,null,0,12,15,18,21,24,27,30,33,36,42,48,54,60,null,"14\"x23\"","19\"x30\"","22\"x34\"","24\"x38\"","27\"x42\"","29\"x45\"","32\"x49\"","34\"x53\"","38\"x60\"","43\"x68\"","48\"x76\"","53\"x83\"","58\"x91\""]
[null,null,null,null,null,null,null,"D2","S",15,"48\"x48\"",48,{"$f":"IF(B7=\"RCP\",INDEX($BL$7:$BZ$19,MATCH(L8,$BL$7:$BL$19,),MATCH(D7,$BL$7:$BZ$7,)),IF(B7=\"ERCP\",INDEX($CA$7:$CN$19,MATCH(L8,$CA$7:$CA$19,),MATCH(D7,$CA$7:$CN$7,)),INDEX($BL$24:$BX$36,MATCH(L8,$BL$24:$BL$35,),MATCH(D7,$BL$24:$BX$24,))))","v":48.75},27,{"$f":"IF(M8=\"N/A\",\"No\",IF(M8>=N8,\"Yes\",\"No\"))","v":"Yes"},{"$f":"INDEX(BC$34:BI$56,MATCH(K8,BB$34:BB$56,),MATCH(I8,BC$33:BI$33,))","v":18},{"$f":"J8-((F7+G7+P8)/12)","v":11.6},9.4,{"$f":"IF(R8<=Q8,\"Yes\",\"No\")","v":"Yes"},{"$f":"IF(R8>Q8,\"N/A\",IF(AND(R8<=Q8,R8>(Q8-2/12)),\"Yes\",\"No\"))","v":"No"},6,{"$f":"R8+((F7+G7)/12)","v":11.3},"≤",{"$f":"IF($B7=\"RCP\",$J8-($U8/12)-1,IF($B7=\"ERCP\",$J8-($U8/12)-1,\" \"))","v":" "},"≤",{"$f":"IF($B7=\"RCP\",$J8-($U8/12)-0.5,IF($B7=\"ERCP\",$J8-($U8/12)-0.5, \" \"))","v":" "},{"$f":"IF(V8<Z8,\"Yes\",\"No\")","v":"Yes"},{"$f":"IF($B7=\"RCP\",$J8-($U8/12),IF($B7=\"ERCP\",$J8-($U8/12), \" \"))","v":" "},{"$f":"IF(B7=\"HDPE\",\"\",IF(V8<=X8,\"Class III\",IF(V8<=Z8,\"Class IV\",IF(V8<=AB8,\"Class V\",\"Try Again\"))))","v":""},{"$f":"IF(AC8=\"Class III\",1,IF(AC8=\"Class IV\",2,IF(AC8=\"Class V\",3,0)))","v":0},null,null,{"$f":"IF(B7=\"HDPE\",$J8-($U8/12)-1,\" \")","v":13.5},{"$f":"IF(B7=\"RCP\",\"\",IF(B7=\"ERCP\",\"\", IF(V8<AG8,\"Yes\",\"No\")))","v":"Yes"},{"$f":"IF($B7=\"HDPE\",$J8-($U8/12)-2,\" \")","v":12.5},{"$f":"IF(B7=\"RCP\",\"\",IF(B7=\"ERCP\",\"\", IF(V8<AI8,\"Yes\",\"No\")))","v":"Yes"},null,null,null,18,"-",2.5,1.6,18,null,"34\"x18\"",34,18,10,null,null,null,"B",15,15,2.25,{"$f":"BC8+(BD8*2)","v":19.5},null,0,null,null,null,"Inlet Wall Size",18,0,"N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A",18,"N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A","N/A"]
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{"sheet":"Pipe Schedule","index":2,"n_rows":204,"n_cols":10,"rows_kept":204,"cut":false,"hidden":false,"merged":[[0,0,0,9],[1,0,1,7],[1,8,1,9]]}
["Storm Drainage Pipe Schedule"]
["Description",null,null,null,null,null,null,null,"Invert Elevation"]
["Pipe #","From","To","Size","Type","Length","Class","Slope (%)","In","Out"]
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