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Construction <br />Sub-Total ; <br />� <br />Enqlneerinq (20 percent) <br />Continqency (15 percent) <br />Intersection Total <br />Casper Crer,k Project Shrre <br />1990 p.m. peak hour <br />enterinq traffic volume <br />19'S p•m. peak hour <br />entering traffic volume <br />Difference <br />Caaper Creek traffic volume <br />Casper Creek project share <br />Caeper Creek project coat <br />525.000.00 <br />525,000.00 <br />S 5,000.00 <br />S 3,750.00 <br />533,750.00 <br />2027 v.p.h. <br />2888 v.p.h. <br />861 v.p.h. <br />19 v.p.h. <br />2•21 percent <br />5744.77 <br />� Intersection N3 19t►+ Ave S E/ <br />Add NS .left turn lane, ��Z h Cfr��� c G <br />SB right turn lane, add acceleration lane <br />to west leg, WB, revise siqnal phasing, estimate per TPEE. <br />Intersection Total <br />Casper Creek Project Share <br />5100,000.00 <br />1995 p.m, peak hour <br />enterinq traffic vulume 4363 v.p.h. <br />Casper Creek traffic volume 16 v,p.h. <br />Casper Creek project share 0.37 percent <br />Casper Creek project cost 5366.72 <br />�/ In e ion M4 112t►+ ShrnnF c o/7th Avon �n S r <br />Restripe SB approach for three lanes, restripe east <br />two lanes, minor pavement wideninq <br />Construction <br />Sub-Total <br />Engineerir.? (20 percent) <br />Continqency (15 percent) <br />Intersection Total <br />Casper Creek Project 5hare <br />1990 P•m. peak hour <br />entering traffic volume <br />-16- <br />�22.500.00 <br />.1�22�5��.�0 <br />S 4,500.00 <br />S 3,375.00 <br />530,375.00 <br />�L <br />V• <br />.r .� <br />I^,1V ti . <br />{ <br />`V <br />1824 v.p.h. <br />��uc II <br />o`Z� oE� <br />�� Chriatopher Bromn ¢r Aaaociatea <br />�\• �� 8I9 Raioier Avenue N., bwle .1-201 <br />Renlon. WA 9805i-138p <br />� � (206) TIZ•ll88 <br />