FLH PDDM Chapter 9 - Eastern Federal Lands Highway Division

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9.4.H. Reviews. (continued)(3) The third stage in the process consists of the final plan-in-hand or PS&E review phase. After revising theplans and special contract requirements to show changes from the previous reviews, the PS&E package shallbe distributed internally for a final review by staff specialists to ensure consistency with programming,environmental, geotechnical, hydraulics, bridge, or other project requirements. The PS&E package is also tobe forwarded to interested agencies for their review and comment. Depending on the thoroughness of theprevious reviews, an on-site inspection may or may not be required.In either case, resolve all comments received concerning the proposal. The end result of this final review phaseis the solicitation of the contract package.9 - 128
9.4.I. Plans.I. Plans. Plans consist of a series of drawings containing engineering data about the location, character, anddimensions of the work, including layouts, geometrics, cross sections, structures, and related details. Theplans, together with the specifications, shall contain all of the data required for the contractor to submit a bid,stake, and construct the project.The overall size of plan sheets shall be 864 by 558 millimeters. The standard size plan sheets provide a70 millimeter margin for the binding on the left edge, a 14 millimeter margin on the right edge, and a14 millimeter margin on the top and the bottom. This provides an effective sheet size of 780 by530 millimeters.Reduced plans should be one-half the full size, or about 432 by 279 millimeters. Reduced plans are generallyaccepted throughout the highway industry. In some cases plan sheets may be as small as 216 by 279millimeters.The organization of a normal set of construction plans is outlined in Section 9.6.A.2. The format forabbreviated plans is not detailed. The designer should consider the expected work and arrange the formataccordingly.1. Bridge Plans. The designer will usually receive a complete set of bridge plans and accompanying draftspecial contract requirements for insertion into the PS&E assembly. The bridge plans and plan-profile sheetsshall be cross-checked to ensure that stationing, gradients, elevations, and other geometric details areidentical. The designer shall review the notes on the bridge plans and the draft special contract requirementsto eliminate any conflict with other provisions of the contract. Transfer quantities on the bridge plans to thesummary sheet and assign item numbers as appropriate. Resolve any differences found during the reviewand number the bridge plans for insertion into the final package.2. Standard Drawings. Standard drawings are designed for repetitive use and to provide uniformity ofdesign and construction where the construction details are the same from project to project. Use standarddrawings for culverts, minor drainage structures, guardrail and other items as appropriate. Local StateHighway Agency standard drawings may be used where Divisions deem their use is more appropriate.The Federal Lands Highway Office (FLHO) issues standard drawings for use in the Federal Lands Highwayprograms. Standard drawings, together with the specifications, contain all appropriate information that isnecessary to describe the details of the proposed work. The FLHO maintains the standard drawings andsupersedes or withdraws those drawings which become obsolete or ineffective.When a Division office must modify standard drawings for specific projects, they become special drawingsand they no longer have typical standard drawing title blocks. To prevent confusion, title blocks for specialdrawings shall be completely dissimilar to the standard drawing title blocks.A Division office or FLHO may propose new standard drawings or revisions to existing standard drawingsat any time. Division offices shall submit their proposals to the FLHO for consideration as summarizedbelow. When it is determined standard drawings should be developed, adopted, or revised, the FLHO andDivisions will agree upon a responsible Division to perform the preparatory work.Transmittal No. 12 - November 10, 20009-129
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TABLE OF CONTENTS9.4 PS&E DEVELOPME
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TABLE OF CONTENTS9.4 PS&E DEVELOPME
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LIST OF TABLESTablesPage9-1 Design
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9.1.B. Design Standards.B. Design S
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9.1.B. Design Standards. (continued
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9.1.B. Design Standards. (continued
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9.2 GUIDANCE AND REFERENCESThe publ
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9.3 INFORMATION GATHERINGThe design
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9.3.C. Accident Data.C. Accident Da
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9.4.A. Geometric Design. (continued
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9.4.B. Intersection Design. (contin
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9.4.C. Earthwork Design.C. Earthwor
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9.4.C. Earthwork Design. (continued
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9.4.C. Earthwork Design. (continued
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Page 85 and 86: 9.4.D. Earth Retaining Structures.
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
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Page 111 and 112: 9.4.G. Right-of-Way and Utilities.G
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Page 133: 9.4.H. Reviews.H. Reviews. PS&E dev
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
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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
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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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