Laserfiche WebLink
area perimeter along the downhill sides to collect runoff or <br /> washwater from the fueling areas. All collected runoff <br /> shall be rerouted through a spill containment vault with a <br /> 50-gallon (minimum) live capacity prior to discharge to the <br /> sanitary sewer. (Desiqn and Construction Standards and <br /> Specifications Manual) <br /> 23. An isolation valve shall be installed in the outlet piping <br /> from the spill containment vault. Whenever site <br /> configuration allows, the valve control shall be an <br /> aboveground hand-wheel. If only a below-ground valve <br /> control is feasible, the valve shall still be hand-operable <br /> and the lid of the valve control box shall be brightly <br /> colored to allow for easy identification. Signs indicating <br /> the location and purpose of the valve shall be posted at the <br /> fueling islands and at the attendant's station. (Design and <br /> Construction Standards and Specifications Manual) <br /> 24. The vault lid shall be designed to vent vapors ta the <br /> atmosphere and shall be constructed of non-sparking <br /> material. The pavement around the vault lid shall be qraded <br /> or bermed to prevent the run-on of stormwater from adjacent <br /> areas. (Design and Constructian Standards and• <br /> Specifications Manual) <br /> 25. Concrete-filled, steel pipe posts (see City Standard A'510) <br /> shall be constructed and located where necessary to prevent <br /> vehicles enterinq the fuelinq area from striking the <br /> qasoline pumps. (Desiqn and Construction Standards and <br /> Specifications Manual) <br /> 26. Either a spill containment system or an underground storage <br /> tank overfill prevention system shall be provided for areas <br /> where tanker transport to underground storag*{on Standards ' <br /> as detailed in the city's ��P�lan and Con <br /> -nd Snecif��ations manual. <br /> 27, Parking must be per City Zoninq Code and City Design and <br />� �t, � '�� <br /> Construction Standards and Specifications. <br /> �`, 28. Placement and screening of refuse disposal areas must be <br /> #' ; provided per Section 39.080 of the Zoning Code. <br /> 3. :; <br /> ,i- osed in required <br /> 29. Any rockeries or retaining walls prop <br /> � F„, ' , setback areas must be in conformance with Section 39.150 of <br />' the Zoning Code. <br /> �,: ��� vents, must be <br /> "' � 30. Rooftop mechanical equipment, including <br /> screened per Section 39.040 of the Zoni.ng Code. <br /> �µ, ^ .. <br /> 41 ' 31. Building setbacks must be a minimum of ten foot front and <br />�, ;,� side, and zero foot rear. Building height shall be a <br /> maximum of 40 feet. <br />' �-:,�:;�_ <br />� I 4. . <br /> �C.. .• <br />� �� �. - .'-. <br /> 1 �y .� � � �� �4�. <br /> i� W y .��. . . <br /> r . . _ ..'. � . . . �..a.�.:...,:�...vrz..oa��,,..�.c.nm • <br /> ._..,._�__..,,..,.,i__».+ �. <br /> y� . ... - n.m�r,�. .a _....._..-_� .. _.: :. <br /> __...."io..... .r..,,��a, :.,. <br /> ���,...:,....._.....:.._ . . . �'�l <br /> k V�- W � � . . ._ <br /> R � <br /> .Fs� ��� � . �'T <br /> t �.' . . ' . . . :`� <br /> '.[`; .i: - . . . � . . . ._ _.:. ':. <br /> �� � <br /> �4'. . � � . . . . . . . yl:,�. <br /> � � . � . . . _. a�: . <br /> - •�� . ,. . , . . . . . " '}p . <br /> _ .u-. . . . . . . . _ . -, <br /> " ."�.. _ . . . .. . <br /> . i i.:�. ; ,�}•,. . `;. � . � . . , _ <br /> _ _____ _ a -�v-�w+.�r�+vu.v�tra <br />