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STEP 3 Estimates were made for TIF Development ADT, using PM Peak Hour traffic and these ratios. STEP 4 TIF Development ADT was subtracted from the projected 1987 ADT values to yield "baseline" ADT in 1987. STEP 5 The 1987 "baseline" ADT was adjusted to 1990, using a 3% annual growth rate. STEP 6 Estimates were made of parcels c-d-g-j ADT, using two-way PM Peak Hour traffic. STEP 7 Parcels c-d-g-j ADT was subtracted from the total TIF ADT. STEP 8 Estimates were made of Rosewood Corporate Center ADT, based upon two- way PM Peak Hour trips. STEP 9 TIF Development ADT was added to "baseline" ADT to yield the "no - build" ADT. STEP 10 Rosewood Corporate Center ADT was added to the "no -build" ADT to yield total "build" ADT. Intersection Volumes (except for Long Lake Road and County Road B2) STEP 1 The 1933 intersection counts were adjusted to 1990 assuming a 3$ annual growth rate. STEP 2 Intersection movements were developed from the AM/PM Peak Hour volumes projected for TIF Development by Barton-Aschman. STEP 3 Intersection movements were developed for parcels a-d-g-j and subtracted from the total TIF intersection movements. STEP 4 A detailed AM/PM assignment was developed for Parcel "e" and assumptions made as ingress/egress and which volumes would pass through the Long Lake/County C intersection. STEP 5 Corrections in the TIF intersection movements were made for Parcel "e" at the Long Lake/County C intersection. STEP 6 Adjusted TIF movements were added to the "baseline" to yield the "background" or "no -build" intersection movements. STEP 7 Rosewood Corporate Center intL ,section movements were estimated based upon the AM/PM Peak Hour traffic assignments. STEP 8 Rosewood Corporate Center movements were added to the "no -build" movements to yield "build" movements for 1990. Intersection Movements at Long Lake Road and County Road B2 A method similar to that above was used here. A baseline ADT of 6,600 (no TIF traffic) was assumed on the County B2 leg east of the intersection. 10% turns in all directions were assumed for the No -Build traffic.