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Comparison Chart for Proposed Lot 1 and Neighboring Bridle Creek homes
<br /> Proposed Existing Existing Existing Existing Existing Existing Existing Existing Bridle Cr
<br /> Address Lot 1 950 Syc 920 Syc 900 Syc 880 Syc 860 Syc 820 Syc 780 Syc 750 Syc Average
<br /> Dwelling 4,600 4,695 6,535 6,770 5,801 6,186 6,770 6,186 5,801 6093
<br /> Garage overage 0 384 420 384 433 267 384 267 433 372
<br /> Pool House 450 - - 106 - - 300 - -
<br /> Detached Garages - 1,271 - - - - - 341 -
<br /> Workshop/Shed 130 - - - - - - 695 -
<br /> Total Enclosed
<br /> Structures, less
<br /> garage allowance 5,180 6,350 6,955 7,260 6,234 6,453 7,454 7,489 6,234 6804
<br /> Garage Allowance 600 600 600 600 600 600 600 600 600 600
<br /> Total Enclosed
<br /> Structures 5,780 6,950 7,555 7,860 6,834 7,053 8,054 8,089 6,834 7404
<br /> SF of Lot 34,539 43,124 40,075 40,511 40,511 40,511 41,382 40,511 40,946 40946
<br /> FAR, Proposed or
<br /> Actual (w/o 600sf
<br /> garage) 15% 15% 17% 18% 15% 16% 18% 18% 15% 17%
<br /> Max sf w/o gar 5,181 8,625 8,015 8,102 8,102 8,102 8,276 8,102 8,189 8189
<br /> FAR, Maximum* 15% 20% 20% 20% 20% 20% 20% 20% 20%
<br /> Actual Front Setback
<br /> in ft na 30 _ 36 39 49 44 50 48 50 43
<br /> Min Front Setback in
<br /> ft 70' 25' _ 25' 25' _ 25' 25' 25' 25' 25'
<br /> Side Setback in ft
<br /> (one side/combined
<br /> side) 60'/95' 5'/50' 5'/50' 5'/50' 5'/50' 5'/50' 5'/50' 5'/50' 5'/50'
<br /> *Per PC Staff Report dated 7/18/2018, Table 4, p 12
<br /> Note: The square footage for each lot includes only enclosed structures and were pulled from City permit records.
<br /> Note: The dwelling at 950 Syc Rd is 4,481 sf+ 214 sf addition. Total: 4695 sf.
<br />t actually is. The combined acreage for Lot 1 and Lot 5 is 2.27 acres,
<br /> well above the two acre minimum for two agricultural lots.
<br /> We have researched all related permits to provide the Planning Commission with an "apples to
<br /> apples" comparison with the neighboring Bridle Creek homes. Please see the chart on the
<br /> following page for details.
<br /> Existing chain link fence I
<br /> l
<br /> \. �R\ora % within creek setback to s HTli', --`�"r
<br /> O Existin Fence to remain 1,�,„�Nlc �--
<br /> /
<br /> \ - k0---'-1 -----'—\”-
<br /> _ —\ mxw- g remain'�\ ,4) \ -., '
<br /> T
<br /> - —sy
<br /> o -
<br /> I I—I I I Feet
<br />asible, the applicant shall submit a report from a certified
<br /> arborist acceptable to the City indicating trenching will not be detrimental to the health of
<br /> the tree.
<br /> c. Nothing may be stored within the dripline of the tree canopies. This includes equipment,
<br /> oil, gas, chemicals, harmful materials, fill or storage.
<br /> d. No oil, gasoline, chemicals, or other harmful materials shall be deposited or disposed
<br /> within the dripline of the trees or in drainage channels, swales, or areas that may lead to
<br /> the dripline.
<br /> e. No sign, wires, or ropes shall be attached to the trees.
<br /> PUD-135, P19-0030, P19-0031 and VTM 8528 Planning Commission
<br /> 990 Sycamore Road
<br /> Page 20 of 21
<br />PUD-135, P19-0030, P19-0031 and VTM 8528 Planning Commission
<br /> 990 Sycamore Road
<br /> Page 19 of 21
<br />type and locations of HM controls to be installed,
<br /> sizing calculations using Bay Area Hydrology Model (BAHM). The Stormwater Management Plan
<br /> shall be subject to review and acceptance by the Director of Engineering/City Engineer, prior to
<br /> issuance of an engineering or building permit, whichever occurs first. Stormwater HM controls
<br /> PUD-135, P19-0030, P19-0031 and VTM 8528 Planning Commission
<br /> 990 Sycamore Road
<br /> Page 14 of 21
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