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catch basin north of the subject development will be connected via new pipe and catch basins <br /> (CB ik's 5 & 6) such tat it conveys upstream storm runoff So the propos�d catch basin (behind <br /> sidewalk, CB# 1) for the pond discharge. The location of the proposed catch basins and slopes <br /> of tlie storm pipr.s will be subject change as conditions warrant due to field location of <br /> underground utilities during conswction (see plans and C.O.E. storm As-builT in the Appendix). <br /> Runoff from the south end of the project frontage will be guided back towards the e�isting flow <br /> line along the :�orth side of I Iolly Drive via thickened edge along the 3:1 taper from the end of <br /> the proposed fronta�e improvements to the e�cisti�ig edge of asphall, as shown on the <br /> construction plans. From there, runoff will continue to sheet [low in a southwesterly direction, <br /> be intercepted by the e�:isting eatch basin, and conveyed south under Holly Drive. <br /> �:�a:����a rs—ooius oo3os�n.a� 4 <br /> t �y�,�� <br /> �' A'°- ,+�'5jb .�::Y�+aPr' ,-'�ri.wa��`"�:,F{rl�.k� .,��-�—., r�r�,.^e����a/�F'r' � ,� "...,`_'"'7'�f� <br /> � � _ <br /> � ��,, <br /> � ' <br /> bw�_ , . _ . .L's'GS ,C"!. _r."•�" .._.��.BYllL��lrf�r..�_, ..•�'�,`yfi�sc:,r.�a�.._ '.''`�S1�,.7.� �.WOn"" _ �(.,���?R�� . . . <br />