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29 <br />(3) Sized using 2.4 Ft. of head on pipe (HW /D =1.8), HW /D Scale No. 3 <br />(4) Culverts 23 & 24 are inlets culverts to culvert 25. Culvert 25 was sized using the Hazen- Williams <br />formula Exhibit 19, West Portal Data C21 through C25 <br />(5) Sized using 3 Ft. of head on pipe (HW /D =1.5), HW /D Scale No. 1 <br />(6) As Built 03/27/88 SDM <br />(7) 100 -Year 24 -Hour peak discharge. Temporary culverts installed as needed <br />(8) ** Temporary culverts installed as needed <br />** Temporary culverts as needed <br />Section 2.05 TR -68 12/10/2014 <br />