FLH PDDM Chapter 9 - Eastern Federal Lands Highway Division

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TABLE OF CONTENTS9.4 PS&E DEVELOPMENT (continued) PageK. Specifications ........................................................... 9-1451. Types of Specifications2. Developing Special Contract Requirements3. Writing Special Contract RequirementsL. Contract Assembly ....................................................... 9-1539.5 APPROVALS ............................................................ 9-1549.6 STANDARD FORMAT .................................................... 9-155A. Plans1. Format2. Drafting Standards3. Organization of Plansa. Title Sheetb. Typical Sectionsc. Summary of Quantitiesd. Tabulation of Quantitiese. Plan and Profilef. Bridgesg. Drainage Facilitiesh. Traffic Control Plani. Standard Drawings, Standard Details, and Special Detailsj. Environmental Mitigationk. Cross Sectionsl. Contiguous ProjectsB. SpecificationsC. EstimateD. PS&E Package9.7 DIVISION PROCEDURES ................................................. 9-166EXHIBITSiv
FigureLIST OF FIGURESPage9-1 Superelevation Transition on Short TangentsBetween Broken-Back Curves ................................................. 9-199-2 Superelevation Transitions for Broken-Back Curves ................................ 9-209-3 Determining Flat Sections Between ReversingCurves with Short Tangents ................................................... 9-219-4 Reserved9-5 Lateral Clearance for Stopping Sight Distance ..................................... 9-319-6A Desirable Horizontal Stopping Sight Distance ..................................... 9-329-6B Minimum Horizontal Stopping Sight Distance ..................................... 9-339-7 Determining Low Points on Vertical Curves with Unequal Grades ..................... 9-349-8 Eliminating Broken-Back Vertical Curves ........................................ 9-369-9 Typical Road Cross Section Elements ........................................... 9-399-10 Typical Cut Slope End Treatment .............................................. 9-429-11 Falling Rock Control ........................................................ 9-469-12 Rolling Rock Control ........................................................ 9-479-13 Serrated Slopes ............................................................. 9-499-14 Right Turn Deceleration Lanes for Non-controlled Access Highways ................... 9-519-15 Right Turn Acceleration Lanes for Non-controlled Access Highways ................... 9-529-16 Slow Moving Vehicle Turnout ................................................. 9-549-17 Left Turn Storage Guidelines for Unsignalized TwoLane Highway Intersections ................................................... 9-659-18 Left Turn Storage Lengths for Unsignalized TwoLane Highway Intersections (60 km/h) ........................................... 9-669-19 Left Turn Storage Lengths for Unsignalized TwoLane Highway Intersections (80 km/h) ........................................... 9-679-20 Left Turn Storage Lengths for Unsignalized TwoLane Highway Intersections (100 km/h) .......................................... 9-689-21 Right Turn Lane Guidelines ................................................... 9-699-22 Right Turn Pocket or Taper ................................................... 9-70v
Page 2 and 3: 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 24: 9.4.A. Geometric Design. (continued
Page 54:
9.4.A. Geometric Design. (continued
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:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
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 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
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 and 176:
Project Number:Project Name:Descrip
Page 177 and 178:
EXHIBIT 9.38APPROVED STANDARD DRAWI
Page 179 and 180:
EXHIBIT 9.38APPROVED STANDARD DRAWI
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FLH PDDM Chapter 9 - Eastern Federal Lands Highway Division

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