PC 2000-36 - Laserfiche WebLink

34) The perimeter of ail building foundations shall be designed with subdrains. Said drains shall be connected to the street gutter or other means acceptable to the City Engineer. 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) All roof leaders shall be connected to the street gutter or other means acceptable to the City Engineer. All existing drainage swales that are filled shall have subdrains installed unless otherwise approved by the City Engineer and the Developer's Soils Engineer. All subdrains shall have cleanout installed at the beginning of the pipe. The bottom of the pipe shall terminate in a storm drain or other storm drain outfail, subject the approvai of the City Engineer. The applicant's engineer shall submit a fmai subdrain location map to the City Engineer prior to acceptance of the Public Improvements It shall be the responsibility of the homeowner to relocate the subdrains, if during the excavation of a pool or other subsurface structure the subdrain is encountered. Ail owners within the subdivision shall receive notice of the presents of these subdrains. The City Attorney shall approve said notice. The applicant shall acquire written permission from the property owner for any work on the adjoining properties. Proof of such permission shall be required prior to the issuance of a grading permit. All retaining wails aiong the street shail be placed behind the Public Service Easement (PSE). Phasing of improvements shall not be ailowed. Ail agency environmental permits shail be obtained prior to the approvai of the Finai Map. Unless otherwise approved by the Fire Marshail, no housing construction shall begin until such time as an acceptable emergency vehicle access has been established, as defined by the Fire Marshall. This access shall be maintained at ail times until the public improvements are accepted. There should be no driveway access to Vineyard Avenue excepting the Fire Department access road, which shail be gated and secured with a Knox box lock. The final map shail reflect this condition by limiting access for Lots L1, L2, N1, Gl, and G4. The applicant engineer shail design the street catch basin system with gaileries to intercept the storm drain flow on streets in excess of seven percent grade. The applicant engineer shall review the capacity of the existing storm drain system into which the development is conneeting. The applicant shail improve the storm drain system as require to meet the needs of the development and any future extension of the storm system. {end) Tract 7160, 7161, 7501, 7482, 7481 Conditions of.dpproval Page 5