FLH PDDM Chapter 9 - Eastern Federal Lands Highway Division

More documents

Recommendations

Info

Approval+),.)- There are no exceptions to applicable standards.+),.)- The exceptions noted have been reviewed with client or cooperatingagencies and are considered acceptable.DateDesign EngineerDateDesign Project ManagerApproval is recommendedDateProject Development EngineerApproved for final PS&EDate<strong>Division</strong> EngineerEXHIBIT 9.1Sample Documentation of <strong>Highway</strong> Design StandardsSheet 2 of 2
EXHIBIT 9.38APPROVED STANDARD DRAWINGSDRW’G DATENO. APPR - REV DRAWING DESCRIPTION/TITLERevised December 4, 1998M157-1 03/96 - 06/97 Silt FenceM157-2 03/96 Temporary Inlet ProtectionM157-3 03/96 Straw BalesM157-5 03/96 - 12/98 Temporary Diversion ChannelsM157-6 03/96 Check DamM157-7 03/96 Temporary Erosion Control Berms, Slope Drains and Lined WaterwaysM204-1 03/96 - 08/97 Earth Berm For Roadside Barrier Terminal SectionsM204-2 03/96 Earth Berm For Median Barrier Terminal SectionsM501-1 03/96 - 05/97 Portland Cement Concrete PavementM501-2 03/96 - 06/97 Portland Cement Concrete Pavement JointsM501-3 03/96 - 05/97 Concrete Paving PatchingM501-4 03/96 Concrete Pavement Removal MethodsM601-1 03/96 - 05/97 Concrete HeadwallsM601-2 03/96 - 08/97 Slope Paving for Concrete HeadwallsM601-3 03/96 - 08/97 Wingwalls for Concrete HeadwallsM601-4 03/96 - 08/97 Concrete Headwall for 450 to 900 mm Pipe CulvertM601-5 03/96 - 05/97 Concrete Headwalls for 1050 to 2100 mm Pipe CulvertM601-6 03/96 - 05/97 Concrete Wingwalls for Single Skew 1050 to 2100 mm CulvertsM601-7 03/96 - 05/97 Concrete Wingwalls for Multiple Normal 1050 to 2100 mm CulvertsM601-8 03/96 - 05/97 Concrete Wingwalls for Multiple Skew 1050 to 2100 mm CulvertsM602-1 03/96 - 10/97 Metal Pipe CulvertM602-2 03/96 - 08/97 Metal Pipe Culvert Coupling BandM602-3 03/96 - 12/98 Metal and Plastic Pipe Culvert BeddingTransmittal No. 11 - December 4, 1998 Sheet 1 of 4
Page 2 and 3:
TABLE OF CONTENTS9.4 PS&E DEVELOPME
Page 4 and 5:
TABLE OF CONTENTS9.4 PS&E DEVELOPME
Page 6 and 7:
LIST OF TABLESTablesPage9-1 Design
Page 8 and 9:
9.1.B. Design Standards.B. Design S
Page 10 and 11:
9.1.B. Design Standards. (continued
Page 12 and 13:
9.1.B. Design Standards. (continued
Page 14 and 15:
9.2 GUIDANCE AND REFERENCESThe publ
Page 16 and 17:
9.3 INFORMATION GATHERINGThe design
Page 18 and 19:
9.3.C. Accident Data.C. Accident Da
Page 20 and 21:
9.4.A. Geometric Design. (continued
Page 22 and 23:
Page 24:
Page 28 and 29:
Page 30 and 31:
Page 33 and 34:
Page 35 and 36:
Page 41:
Page 44:
Page 47:
Page 50 and 51:
Page 54:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
9.4.B. Intersection Design. (contin
Page 67 and 68:
Page 69 and 70:
Page 77 and 78:
9.4.C. Earthwork Design.C. Earthwor
Page 79 and 80:
9.4.C. Earthwork Design. (continued
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
9.4.D. Earth Retaining Structures.
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
9.4.E. Drainage Design.E. Drainage
Page 97 and 98:
9.4.E. Drainage Design. (continued)
Page 99 and 100:
9.4.F. Other Design Elements.F. Oth
Page 101 and 102:
9.4.F. Other Design Elements. (cont
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
9.4.G. Right-of-Way and Utilities.G
Page 113 and 114:
9.4.G. Right-of-Way and Utilities.
Page 115 and 116:
Page 117 and 118:
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126: 9.4.G. Right-of-Way and Utilities.
Page 133 and 134: 9.4.H. Reviews.H. Reviews. PS&E dev
Page 135 and 136: 9.4.I. Plans.I. Plans. Plans consis
Page 137 and 138: 9.4.J. Engineer's Estimate.J. Engin
Page 139 and 140: 9.4.J. Engineer’s Estimate. (cont
Page 151 and 152: 9.4.K. Specifications.K. Specificat
Page 153 and 154: 9.4.K. Specifications. (continued)2
Page 155 and 156: 9.4.K. Specifications. (continued)W
Page 157 and 158: 9.4.K. Specifications. (continued)I
Page 159 and 160: 9.4.L. Contract Assembly.L. Contrac
Page 161 and 162: 9.6 STANDARD FORMATA. Plans. Projec
Page 163 and 164: 9.6. Standard Format. (continued)Ta
Page 165 and 166: 9.6. Standard Format. (continued)A
Page 167 and 168: 9.6. Standard Format. (continued)Ex
Page 169 and 170: 9.6. Standard Format. (continued)Sh
Page 171 and 172: 9.6. Standard Format. (continued)(1
Page 175: Project Number:Project Name:Descrip
Page 179 and 180: EXHIBIT 9.38APPROVED STANDARD DRAWI
show all

FLH PDDM Chapter 9 - Eastern Federal Lands Highway Division

Create successful ePaper yourself

Delete template?

Save as template?