35 HILLSIDE DEVELOPMENT
S | = | 100IL |
A |
Where: |
S = Average percent slope |
I = Contour interval in feet |
L = Summation of length of all contours in feet |
A = Area, in square feet, of parcel being considered |
Addition ground floor: |
600 sf or less: Director's review |
601-1200 sf: Administrative hearing |
Greater than 1200 sf: Planning commission hearing |
Addition, second floor: |
600 sf or less: Administrative hearing |
Greater than 600 sf: Planning commission hearing |
Enclosure under existing roof, second floor: |
600 sf or less: Directors review |
Greater than 600 sf: Administrative hearing |
Retaining walls, conventional: |
3 feet or lower: Director's review |
Higher than 3 feet; |
up to 6 feet: Administrative hearing |
Higher than 6 feet: Planning commission hearing |
Retaining walls, crib type*: |
8 feet or lower: Director's review |
Higher than 8 feet: Planning commission hearing |
Density shall be subject to additional reduction with increasing slope when necessary to meet required findings per Section 11.35.060(D), using the slope factor (subsection (A)(2)). |
Table 1. Slope Factor as Related to Average Slope | |
|---|---|
Slope | (%) Factor |
20 or less | 1.00 |
21 | 0.99 |
22 | 0.98 |
23 | 0.97 |
24 | 0.96 |
25 | 0.95 |
26 | 0.94 |
27 | 0.93 |
28 | 0.92 |
29 | 0.91 |
30 | 0.90 |
31 | 0.88 |
32 | 0.86 |
33 | 0.84 |
34 | 0.82 |
35 | 0.80 |
36 | 0.78 |
37 | 0.76 |
38 | 0.73 |
39 | 0.70 |
40 | 0.67 |
41 | 0.64 |
42 | 0.60 |
43 | 0.57 |
44 | 0.54 |
45 | 0.50 |
46 | 0.45 |
47 | 0.40 |
48 | 0.35 |
49 | 0.30 |
50 | + 0.20 |
This plan shall be drawn to or keyed to a master map the same scale as is prescribed for the application materials required by subsection (A)(1) of this section, and shall be completed by a professional landscape architect registered with the state of California. |
This investigation and report shall be performed by a professional soils engineer who is experienced in the practice of soil mechanics and who is registered with the state of California. |
This investigation and report shall be completed by a professional geologist who is experienced in the practice of engineering geology and who is registered with the state of California. |
This investigation and report shall be completed by a professional civil engineer experienced in the science of hydrology and hydrologic investigation and who is registered with the state of California. |
35 HILLSIDE DEVELOPMENT
S | = | 100IL |
A |
Where: |
S = Average percent slope |
I = Contour interval in feet |
L = Summation of length of all contours in feet |
A = Area, in square feet, of parcel being considered |
Addition ground floor: |
600 sf or less: Director's review |
601-1200 sf: Administrative hearing |
Greater than 1200 sf: Planning commission hearing |
Addition, second floor: |
600 sf or less: Administrative hearing |
Greater than 600 sf: Planning commission hearing |
Enclosure under existing roof, second floor: |
600 sf or less: Directors review |
Greater than 600 sf: Administrative hearing |
Retaining walls, conventional: |
3 feet or lower: Director's review |
Higher than 3 feet; |
up to 6 feet: Administrative hearing |
Higher than 6 feet: Planning commission hearing |
Retaining walls, crib type*: |
8 feet or lower: Director's review |
Higher than 8 feet: Planning commission hearing |
Density shall be subject to additional reduction with increasing slope when necessary to meet required findings per Section 11.35.060(D), using the slope factor (subsection (A)(2)). |
Table 1. Slope Factor as Related to Average Slope | |
|---|---|
Slope | (%) Factor |
20 or less | 1.00 |
21 | 0.99 |
22 | 0.98 |
23 | 0.97 |
24 | 0.96 |
25 | 0.95 |
26 | 0.94 |
27 | 0.93 |
28 | 0.92 |
29 | 0.91 |
30 | 0.90 |
31 | 0.88 |
32 | 0.86 |
33 | 0.84 |
34 | 0.82 |
35 | 0.80 |
36 | 0.78 |
37 | 0.76 |
38 | 0.73 |
39 | 0.70 |
40 | 0.67 |
41 | 0.64 |
42 | 0.60 |
43 | 0.57 |
44 | 0.54 |
45 | 0.50 |
46 | 0.45 |
47 | 0.40 |
48 | 0.35 |
49 | 0.30 |
50 | + 0.20 |
This plan shall be drawn to or keyed to a master map the same scale as is prescribed for the application materials required by subsection (A)(1) of this section, and shall be completed by a professional landscape architect registered with the state of California. |
This investigation and report shall be performed by a professional soils engineer who is experienced in the practice of soil mechanics and who is registered with the state of California. |
This investigation and report shall be completed by a professional geologist who is experienced in the practice of engineering geology and who is registered with the state of California. |
This investigation and report shall be completed by a professional civil engineer experienced in the science of hydrology and hydrologic investigation and who is registered with the state of California. |