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Oakland Design Review Manual for the Central ... - City of Oakland

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3.63.6.3 Frontage along <strong>the</strong> waterfront, public plazas and open spaces,and pedestrian pass-throughs is strongly discouraged.3.6.4 Early in <strong>the</strong> design <strong>of</strong> a building and its site, ancillary loadingand service area location should also be coordinated with<strong>the</strong> appropriate service provider and <strong>the</strong> <strong>City</strong>’s Public WorksAgency.Loading <strong>Design</strong>3.6.5 Where feasible, one-way or direct-through access <strong>for</strong> loadingand services is encouraged to effectively reduce <strong>the</strong>ir presencealong street frontages. See Figure 3.6.d.3.6.6 Clear right-<strong>of</strong>-way and parking restrictions signage should beprovided where truck, auto, bicycle and pedestrian conflictsmay occur within a parking lot or along <strong>the</strong> curb <strong>of</strong> a publicstreet.3.6.7 Loading areas and access lanes should be physicallyseparated from parking via curbs, bollards, walls, raisedplanters, landscaping, distance and/or elevation changes inorder to break up <strong>the</strong> perceived amount <strong>of</strong> paving. See Figure3.6.e.3.6.8 Bumper guards should be considered as part <strong>of</strong> <strong>the</strong> design <strong>of</strong><strong>the</strong> building, not as an afterthought.encourageXX Figure 3.6.d: Integratedinto <strong>the</strong> building envelope,this one-way loadingfacility exits on <strong>the</strong> o<strong>the</strong>rside <strong>of</strong> <strong>the</strong> building,minimizing its impact on<strong>the</strong> street.AvoidXX Figure 3.6.e: Although <strong>the</strong> parking isseparated from <strong>the</strong> loading area by acurb, buffer planting would create amore pleasant environment and <strong>the</strong>opportunity <strong>for</strong> stormwater features tomitigate <strong>the</strong> amount <strong>of</strong> paving .OAKLAND DESIGN REVIEW MANUAL FOR CENTRAL ESTUARY17

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