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<br />is not available at the time of application of building permits. <br /> <br />81. The sanitary sewer system shall be designed to be a gravity flow system. All <br />sanitary sewers shall be interconnected. This information shall be shown on the <br />tentative map. <br /> <br />82. The radius of the cul-de-sac bulb shall be revised to 45 ft. from the face of curb <br />and 50 ft. to the property line. <br /> <br />83. The developer shall install subdrains at the back of sidewalk or back of curb along <br />all streets within the development and shall connect these subdrains to the public <br />storm drain system within the street. <br /> <br />84. The perimeter of all building foundations shall be designed with subdrains. These <br />subdrains shall be connected to the public stormwater collection system, unless <br />otherwise approved by the City Engineer. <br /> <br />85. All existing drainage swales that are filled shall have subdrains installed unless <br />otherwise approved by the City Engineer and the developer's consulting soil <br />engineer. All subdrains shall have a cleanout installed at the beginning of the pipe. <br />The bottom of the pipe shall terminate in a storm drain or other approved outfall, <br />subject the approval of the City Engineer. It shall be the responsibility of the <br />homeowner to relocate the subdrain, if the drain is encountered during the <br />excavation of a pool or other subsurface structure. All owners within the <br />subdivision shall receive notice, subject to the approval of the City attorney, of the <br />presence and exact locations of these subdrains. <br /> <br />86. Any lot not graded to the street shall have a V-ditch installed along the property <br />line. Said V-ditch shall have a minimum of two inlets per lot which shall be <br />connected to an approved storm drain system, as determined by the City Engineer. <br />The V-ditch inlet on Lots 88 and 89 shall have concrete lined drainage releases to <br />the street. The storm drain easement between lots I and 2 shall have a minimum 15 <br />ft. width. The developer shall demonstrate to the City Engineer how access to the <br />storm inlet on Lot 90 (new Lot 89) will be provided. <br /> <br />87. All proposed lots with pad elevations above elevation 390 shall be connected to <br />the City's 510 water zone. <br /> <br />PUD-96-l4 <br /> <br />Page 59 <br />