Chapter 180 – PLATES
180.05 User Guide
Plate 1 One-Way Traffic – Standard Size Stall (8.5' x 18.5')
Plate 2 Two-Way Traffic – Standard Size Stall (8.5' x 18.5')
Plate 3 One-Way Traffic – Compact Stall (8' x 16')
Plate 4 Two-Way Traffic – Compact Stall (8' x 16')
Plate 5 CBD 5A Required Yards
Plate 6 CBD 5A Maximum Building Heights
Plate 7 CBD 5A Maximum Building Heights and Stories Measurement Points
Plate 8 Parking Area Design Using Street for Circulation
Plate 9 Allowable Signage
Plate 10 Intrusions into Required Setback Yards
Plate 11 Outdoor Use Activity and Storage Areas
Plate 12 Pedestal Signs
Plate 13 Monument Signs
Plate 13A Pole Signs
Plate 14 Driveway Configuration for Detached Dwelling Units
Plate 14A Driveway Setbacks on “Panhandle” Lots
Plate 14B Driveway Widths in Required Front and Rear Yards
Plate 15 Measuring 15 Percent Slopes
Plate 16 Measurement of Stream Buffer from Ordinary High Water Mark
Plate 16A Stream Buffer for Stream Culvert
Plate 17A Calculating Average Building Elevation, Option 1
Plate 17B Calculating Average Building Elevation, Option 2
Plate 18 Adjoining Properties
Plate 19 Calculating Average Parcel Depth
Plate 20 Turnaround Space
Plate 21 Dwelling Units “Served” and Not “Served” by a Vehicular Access Easement or Tract
Plate 22 Repealed
Plate 23 Calculating Floor Area for Basements (Detached Dwelling Units in Low Density Zones)
Plate 24 Required Front Yard Averaging
Plate 25 Interrupted Critical Area Buffer
Plate 26 Expansion of Nonconforming Building Located in Critical Area Buffer
Plate 27A Shoreline View Corridor
Plate 27B Shoreline View Corridor
Plate 27C Shoreline View Corridor
Plate 28 Repealed
Plate 29 Driveway Easement
Plate 30 Rooftop Appurtenances – Screening with Roof Forms – Examples
Plate 31 Rooftop Appurtenances – Allowable Height and Coverage
Plate 32 Affordable Housing Incentives – Multifamily
Plate 33 View Corridor Height Restriction TL 3A
Plate 34A. Totem Lake Business District Street Improvements
B The Designated “Circulator” in the Totem Lake Business District
C Pedestrian Circulation in Totem Lake
D Repealed
E Repealed
F Repealed
G Repealed
H Pedestrian Circulation in the CBD
I Pedestrian Circulation in the JBD
J Pedestrian Circulation in the NRHBD
K Through-Block Pathways Concept for RHBD
L Pedestrian Circulation in YBD
M Street Improvements in YBD
N Pedestrian Circulation in Neighborhood Business Zones (BN, BNA, FHNC & MSC 2)
O Pedestrian Circulation in Houghton/Everest Neighborhood Center
P Vehicular Access Concept for Houghton/Everest Neighborhood Center
Q Pedestrian Circulation in BCX
Plate 35 Total Upper Story Setback Area
Plate 36 Story at Street or Access Easement Level
Plate 37 Totem Lake Housing Incentive Areas
Plate 38 Measuring Size Limitations for Structures Abutting or Within Low Density Zones and Abutting Low Density Uses in the PLA 17 Zone
Plate 39 Repealed
Plate 40 Reserved
Plate 41 Measuring Shoreline Setback
Plate 42 Maximum Shoreline Walkway Corridor
Plate 43A Options for Shoreline Stabilization Measures – Building Setback 10' – 30'
Plate 43B Options for Shoreline Stabilization Measures – Building Setback > 30'
Plate 44 Addition to Nonconforming Detached Dwelling Unit
Plate 45 Electric Vehicle Charging Station Signage
Plate 46 School Walk Routes
Plate 47 Establishing Average Pier Length/Navigation Line
Plate 48A How to Determine the Allowable Length of a Single-Family Pier
Plate 48B How to Determine the Maximum Length a Pier May Extend Beyond Existing Adjacent Piers
180.05 User Guide
To graphically display or explain a regulation, various provisions in this code refer the user to particular plates. This chapter contains those plates arranged numerically.
Plate 1 ONE-WAY TRAFFIC – STANDARD SIZE STALL (8.5' X 18.5')
Parking Angle |
Single Loaded Aisle |
Double Loaded Aisle |
||||
---|---|---|---|---|---|---|
A |
B |
C |
D |
*E |
F |
|
0 |
8.5 |
18.5 |
27.0 |
8.5 |
18.5 |
35.5 |
30 |
9.5 |
18.5 |
28.0 |
9.5 |
18.5 |
37.5 |
35 |
10.0 |
18.5 |
28.5 |
10.0 |
18.5 |
38.5 |
40 |
11.0 |
18.5 |
29.5 |
11.0 |
18.5 |
40.5 |
45 |
12.0 |
18.5 |
30.5 |
12.0 |
18.5 |
42.5 |
50 |
13.0 |
18.5 |
31.5 |
13.0 |
18.5 |
44.5 |
55 |
14.0 |
18.5 |
32.5 |
14.0 |
18.5 |
46.5 |
60 |
15.0 |
18.5 |
33.5 |
15.0 |
18.5 |
48.5 |
65 |
16.0 |
19.5 |
35.5 |
16.0 |
19.5 |
51.5 |
70 |
16.5 |
20.0 |
36.5 |
16.5 |
20.0 |
53.0 |
75 |
17.0 |
20.5 |
37.5 |
17.0 |
20.5 |
54.5 |
80 |
17.5 |
21.0 |
38.5 |
17.5 |
21.0 |
56.0 |
85 |
18.0 |
21.5 |
39.5 |
18.0 |
21.5 |
57.5 |
90 |
18.5 |
22.0 |
40.5 |
18.5 |
22.0 |
59.0 |
(Ord. 3814 § 1, 2001)
Plate 2 TWO-WAY TRAFFIC – STANDARD SIZE STALL (8.5′ X 18.5′)
Parking Angle |
Single Loaded Aisle |
Double Loaded Aisle |
||||
---|---|---|---|---|---|---|
A |
B |
C |
D |
*E |
F |
|
0 |
8.5 |
24 |
32.5 |
8.5 |
24 |
41 |
30 |
9.5 |
24 |
33.5 |
9.5 |
24 |
43 |
35 |
10.0 |
24 |
34.0 |
10.0 |
24 |
44 |
40 |
11.0 |
24 |
35.0 |
11.0 |
24 |
46 |
45 |
12.0 |
24 |
36.0 |
12.0 |
24 |
48 |
50 |
13.0 |
24 |
37.0 |
13.0 |
24 |
50 |
55 |
14.0 |
24 |
38.0 |
14.0 |
24 |
52 |
60 |
15.0 |
24 |
39.0 |
15.0 |
24 |
54 |
65 |
16.0 |
24 |
40.0 |
16.0 |
24 |
56 |
70 |
16.5 |
24 |
40.5 |
16.5 |
24 |
57 |
75 |
17.0 |
24 |
41.0 |
17.0 |
24 |
58 |
80 |
17.5 |
24 |
41.5 |
17.5 |
24 |
59 |
85 |
18.0 |
24 |
42.0 |
18.0 |
24 |
60 |
90 |
18.5 |
24 |
42.5 |
18.5 |
24 |
61 |
Plate 3 ONE-WAY TRAFFIC – COMPACT STALL (8′ X 16′)
Parking Angle |
Single Loaded Aisle |
Double Loaded Aisle |
||||
---|---|---|---|---|---|---|
A |
B |
C |
D |
*E |
F |
|
0 |
8 |
17 |
25 |
8 |
17 |
33 |
30 |
8 |
17 |
25 |
8 |
17 |
33 |
35 |
9 |
17 |
26 |
9 |
17 |
35 |
40 |
10 |
17 |
27 |
10 |
17 |
37 |
45 |
11 |
17 |
28 |
11 |
17 |
39 |
50 |
12 |
17 |
29 |
12 |
17 |
41 |
55 |
13 |
17 |
30 |
13 |
17 |
43 |
60 |
13 |
17 |
30 |
13 |
17 |
43 |
65 |
14 |
17 |
31 |
14 |
17 |
45 |
70 |
15 |
17 |
32 |
15 |
17 |
47 |
75 |
15 |
17 |
32 |
15 |
17 |
47 |
80 |
16 |
18 |
34 |
16 |
18 |
50 |
85 |
16 |
18 |
34 |
16 |
18 |
50 |
90 |
16 |
18 |
34 |
16 |
18 |
50 |
Plate 4 TWO-WAY TRAFFIC – COMPACT STALL (8′ X 16′)
Parking Angle |
Single Loaded Aisle |
Double Loaded Aisle |
||||
---|---|---|---|---|---|---|
A |
B |
C |
D |
*E |
F |
|
0 |
8 |
20 |
28 |
8 |
20 |
36 |
30 |
8 |
20 |
28 |
8 |
20 |
36 |
35 |
9 |
20 |
29 |
9 |
20 |
38 |
40 |
10 |
20 |
30 |
10 |
20 |
40 |
45 |
11 |
20 |
31 |
11 |
20 |
42 |
50 |
12 |
20 |
32 |
12 |
20 |
44 |
55 |
13 |
20 |
33 |
13 |
20 |
46 |
60 |
13 |
20 |
33 |
13 |
20 |
46 |
65 |
14 |
20 |
34 |
14 |
20 |
48 |
70 |
15 |
20 |
35 |
15 |
20 |
50 |
75 |
15 |
20 |
35 |
15 |
20 |
50 |
80 |
16 |
20 |
36 |
16 |
20 |
52 |
85 |
16 |
20 |
36 |
16 |
20 |
52 |
90 |
16 |
20 |
36 |
16 |
20 |
52 |
Plate 7 CBD 5A Maximum Building Heights and Stories Measurement Points
(Ord. 4171 § 1, 2009)
Plate 8 PARKING AREA DESIGN USING STREET FOR CIRCULATION
A
Design of parking area using two-way street for circulation
B
Design of parking area using one-way street for circulation
Plate 9 ALLOWABLE SIGNAGE
Linear Frontages |
Sign |
Sign |
Sign |
Sign |
|
---|---|---|---|---|---|
25 |
|
20 |
26 |
48 |
56 |
30 |
|
20 |
28 |
50 |
59 |
35 |
|
20 |
29 |
52 |
62 |
40 |
|
21 |
31 |
55 |
65 |
45 |
|
21 |
32 |
57 |
68 |
50 |
|
22 |
33 |
59 |
70 |
55 |
|
23 |
34 |
61 |
72 |
60 |
|
23 |
35 |
63 |
74 |
65 |
|
24 |
36 |
64 |
76 |
70 |
|
25 |
37 |
66 |
78 |
75 |
|
25 |
38 |
68 |
80 |
80 |
|
26 |
39 |
69 |
82 |
85 |
|
26 |
40 |
70 |
84 |
90 |
|
27 |
40 |
72 |
85 |
95 |
|
27 |
41 |
73 |
87 |
100 |
|
28 |
42 |
74 |
88 |
105 |
|
28 |
42 |
76 |
90 |
110 |
|
29 |
43 |
77 |
91 |
115 |
|
29 |
44 |
78 |
92 |
120 |
|
30 |
44 |
79 |
94 |
125 |
|
30 |
45 |
80 |
95 |
130 |
|
30 |
46 |
81 |
96 |
135 |
|
31 |
46 |
82 |
97 |
140 |
|
31 |
47 |
83 |
99 |
145 |
|
32 |
47 |
84 |
100 |
150 |
|
32 |
48 |
85 |
101 |
155 |
|
32 |
48 |
86 |
102 |
160 |
|
33 |
49 |
87 |
103 |
165 |
|
33 |
49 |
88 |
104 |
170 |
|
33 |
50 |
89 |
105 |
175 |
|
34 |
50 |
89 |
106 |
180 |
|
34 |
51 |
90 |
107 |
185 |
|
34 |
51 |
91 |
108 |
190 |
|
34 |
52 |
92 |
109 |
195 |
|
35 |
52 |
93 |
110 |
200 |
|
35 |
53 |
94 |
111 |
205 |
|
35 |
53 |
94 |
112 |
210 |
|
36 |
53 |
95 |
113 |
215 |
|
36 |
54 |
96 |
114 |
220 |
|
36 |
54 |
97 |
115 |
225 |
|
36 |
55 |
97 |
116 |
230 |
|
37 |
55 |
98 |
116 |
235 |
|
37 |
56 |
99 |
117 |
240 |
|
37 |
56 |
99 |
118 |
245 |
|
38 |
56 |
100 |
119 |
250 |
|
38 |
57 |
101 |
120 |
255 |
|
38 |
57 |
101 |
120 |
260 |
|
38 |
57 |
102 |
121 |
265 |
|
39 |
58 |
103 |
122 |
270 |
|
39 |
58 |
103 |
123 |
275 |
|
39 |
59 |
104 |
124 |
280 |
|
39 |
59 |
105 |
124 |
285 |
|
39 |
59 |
105 |
125 |
290 |
|
39 |
59 |
106 |
126 |
295 |
|
40 |
60 |
106 |
126 |
300 |
|
40 |
60 |
107 |
127 |
305 |
|
40 |
61 |
108 |
128 |
310 |
|
41 |
61 |
108 |
129 |
315 |
|
41 |
61 |
109 |
129 |
320 |
|
41 |
62 |
109 |
130 |
325 |
|
41 |
62 |
110 |
131 |
330 |
|
41 |
62 |
111 |
131 |
335 |
|
42 |
63 |
111 |
132 |
340 |
|
42 |
63 |
112 |
133 |
345 |
|
42 |
63 |
112 |
133 |
350 |
|
42 |
63 |
113 |
134 |
355 |
|
42 |
64 |
113 |
135 |
360 |
|
43 |
64 |
114 |
135 |
365 |
|
43 |
64 |
114 |
136 |
370 |
|
43 |
65 |
115 |
136 |
375 |
|
43 |
65 |
115 |
137 |
380 |
|
43 |
65 |
116 |
138 |
385 |
|
44 |
65 |
116 |
138 |
390 |
|
44 |
66 |
117 |
139 |
395 |
|
44 |
66 |
117 |
139 |
400 |
|
44 |
66 |
118 |
140 |
405 |
|
44 |
67 |
118 |
141 |
410 |
|
45 |
67 |
119 |
141 |
415 |
|
45 |
67 |
119 |
142 |
420 |
|
45 |
67 |
120 |
142 |
425 |
|
45 |
68 |
120 |
143 |
430 |
|
45 |
68 |
121 |
143 |
435 |
|
45 |
68 |
121 |
144 |
440 |
|
45 |
68 |
121 |
145 |
445 |
|
46 |
69 |
122 |
145 |
450 |
|
46 |
69 |
123 |
146 |
455 |
|
46 |
69 |
123 |
146 |
460 |
|
46 |
69 |
124 |
147 |
465 |
|
46 |
70 |
124 |
147 |
470 |
|
47 |
70 |
124 |
148 |
475 |
|
47 |
70 |
125 |
148 |
480 |
|
47 |
70 |
125 |
149 |
485 |
|
47 |
71 |
126 |
149 |
490 |
|
47 |
71 |
126 |
150 |
495 |
|
47 |
71 |
127 |
150 |
500 |
|
48 |
71 |
127 |
151 |
505 |
|
48 |
72 |
127 |
151 |
510 |
|
48 |
72 |
128 |
152 |
515 |
|
48 |
72 |
128 |
152 |
520 |
|
48 |
72 |
129 |
153 |
525 |
|
48 |
73 |
129 |
153 |
530 |
|
49 |
73 |
129 |
154 |
535 |
|
49 |
73 |
130 |
154 |
540 |
|
49 |
73 |
130 |
155 |
545 |
|
49 |
74 |
131 |
155 |
550 |
|
49 |
74 |
131 |
156 |
555 |
|
49 |
74 |
131 |
156 |
560 |
|
49 |
74 |
132 |
157 |
565 |
|
50 |
74 |
132 |
157 |
570 |
|
50 |
75 |
133 |
158 |
575 |
|
50 |
75 |
133 |
158 |
580 |
|
50 |
75 |
133 |
158 |
585 |
|
50 |
75 |
134 |
159 |
590 |
|
50 |
75 |
134 |
159 |
595 |
|
50 |
76 |
135 |
160 |
600 |
|
50 |
76 |
135 |
160 |
605 |
|
51 |
76 |
135 |
161 |
610 |
|
51 |
76 |
136 |
161 |
615 |
|
51 |
77 |
136 |
162 |
620 |
|
51 |
77 |
136 |
162 |
625 |
|
51 |
77 |
137 |
162 |
630 |
|
51 |
77 |
137 |
163 |
635 |
|
52 |
77 |
138 |
163 |
640 |
|
52 |
78 |
138 |
164 |
645 |
|
52 |
78 |
138 |
164 |
650 |
|
52 |
78 |
139 |
165 |
655 |
|
52 |
78 |
139 |
165 |
660 |
|
52 |
78 |
139 |
166 |
665 |
|
52 |
79 |
140 |
166 |
670 |
|
52 |
79 |
140 |
166 |
675 |
|
53 |
79 |
140 |
167 |
680 |
|
53 |
79 |
140 |
167 |
685 |
|
53 |
79 |
141 |
167 |
690 |
|
53 |
79 |
141 |
168 |
695 |
|
53 |
79 |
142 |
168 |
700 |
|
53 |
80 |
142 |
169 |
705 |
|
53 |
80 |
142 |
169 |
710 |
|
53 |
80 |
143 |
170 |
715 |
|
54 |
80 |
143 |
170 |
720 |
|
54 |
81 |
143 |
170 |
725 |
|
54 |
81 |
144 |
171 |
730 |
|
54 |
81 |
144 |
171 |
735 |
|
54 |
81 |
144 |
171 |
740 |
|
54 |
81 |
145 |
172 |
745 |
|
54 |
82 |
145 |
172 |
750 |
|
55 |
82 |
145 |
173 |
755 |
|
55 |
82 |
146 |
173 |
760 |
|
55 |
82 |
146 |
173 |
765 |
|
55 |
82 |
146 |
174 |
770 |
|
55 |
82 |
147 |
174 |
775 |
|
55 |
83 |
147 |
175 |
780 |
|
55 |
83 |
147 |
175 |
785 |
|
55 |
83 |
148 |
175 |
790 |
|
55 |
83 |
148 |
176 |
795 |
|
56 |
83 |
148 |
176 |
800 |
|
56 |
84 |
149 |
176 |
805 |
|
56 |
84 |
149 |
177 |
810 |
|
56 |
84 |
149 |
177 |
815 |
|
56 |
84 |
149 |
177 |
820 |
|
56 |
84 |
150 |
178 |
825 |
|
56 |
84 |
150 |
178 |
830 |
|
56 |
85 |
150 |
179 |
835 |
|
56 |
85 |
151 |
179 |
840 |
|
57 |
85 |
151 |
179 |
845 |
|
57 |
85 |
151 |
180 |
850 |
|
57 |
85 |
152 |
180 |
855 |
|
57 |
85 |
152 |
180 |
860 |
|
57 |
86 |
152 |
181 |
865 |
|
57 |
86 |
152 |
181 |
870 |
|
57 |
86 |
153 |
181 |
875 |
|
57 |
86 |
153 |
182 |
880 |
|
57 |
86 |
153 |
182 |
885 |
|
58 |
86 |
154 |
182 |
890 |
|
58 |
87 |
154 |
183 |
895 |
|
58 |
87 |
154 |
183 |
900 |
|
58 |
87 |
154 |
183 |
905 |
|
58 |
87 |
155 |
184 |
910 |
|
58 |
87 |
155 |
184 |
915 |
|
58 |
87 |
155 |
184 |
920 |
|
58 |
88 |
156 |
184 |
925 |
|
58 |
88 |
156 |
185 |
930 |
|
59 |
88 |
156 |
185 |
935 |
|
59 |
88 |
156 |
186 |
940 |
|
59 |
88 |
157 |
186 |
945 |
|
59 |
88 |
157 |
186 |
950 |
|
59 |
88 |
157 |
187 |
955 |
|
59 |
89 |
158 |
187 |
960 |
|
59 |
89 |
158 |
187 |
965 |
|
59 |
89 |
158 |
188 |
970 |
|
59 |
89 |
158 |
188 |
975 |
|
59 |
89 |
159 |
188 |
980 |
|
60 |
89 |
159 |
189 |
985 |
|
60 |
90 |
159 |
189 |
990 |
|
60 |
90 |
159 |
189 |
995 |
|
60 |
90 |
160 |
190 |
1000 |
|
60 |
90 |
160 |
190 |
1005 |
|
60 |
90 |
160 |
190 |
1010 |
|
60 |
90 |
161 |
191 |
1015 |
|
60 |
90 |
161 |
191 |
1020 |
|
60 |
91 |
161 |
191 |
1025 |
|
60 |
91 |
161 |
192 |
1030 |
|
61 |
91 |
162 |
192 |
1035 |
|
61 |
91 |
162 |
192 |
1040 |
|
61 |
91 |
162 |
193 |
1045 |
|
61 |
91 |
162 |
193 |
1050 |
|
61 |
91 |
163 |
193 |
1055 |
|
61 |
92 |
163 |
193 |
1060 |
|
61 |
92 |
163 |
194 |
1065 |
|
61 |
92 |
163 |
194 |
1070 |
|
61 |
92 |
164 |
194 |
1075 |
|
61 |
92 |
164 |
195 |
1080 |
|
62 |
92 |
164 |
195 |
1085 |
|
62 |
92 |
164 |
195 |
1090 |
|
62 |
93 |
165 |
196 |
1095 |
|
62 |
93 |
165 |
196 |
1100 |
|
62 |
93 |
165 |
196 |
1105 |
|
62 |
93 |
165 |
196 |
1110 |
|
62 |
93 |
166 |
197 |
1115 |
|
62 |
93 |
166 |
197 |
1120 |
|
62 |
93 |
166 |
197 |
1125 |
|
62 |
94 |
166 |
198 |
1130 |
|
62 |
94 |
167 |
198 |
1135 |
|
63 |
94 |
167 |
198 |
1140 |
|
63 |
94 |
167 |
198 |
1145 |
|
63 |
94 |
167 |
199 |
1150 |
|
63 |
94 |
168 |
199 |
1155 |
|
63 |
94 |
168 |
199 |
1160 |
|
63 |
95 |
168 |
200 |
1165 |
|
63 |
95 |
168 |
200 |
1170 |
|
63 |
95 |
169 |
200 |
1175 |
|
63 |
95 |
169 |
200 |
1180 |
|
63 |
95 |
169 |
201 |
1185 |
|
63 |
95 |
169 |
201 |
1190 |
|
64 |
95 |
170 |
201 |
1195 |
|
64 |
96 |
170 |
202 |
1200 |
|
64 |
96 |
170 |
202 |
1205 |
|
64 |
96 |
170 |
202 |
1210 |
|
64 |
96 |
170 |
202 |
1215 |
|
64 |
96 |
171 |
203 |
1220 |
|
64 |
96 |
171 |
203 |
1225 |
|
64 |
96 |
171 |
203 |
1230 |
|
64 |
96 |
171 |
204 |
1235 |
|
64 |
97 |
172 |
204 |
1240 |
|
64 |
97 |
172 |
204 |
1245 |
|
65 |
97 |
172 |
204 |
1250 |
|
65 |
97 |
172 |
205 |
1255 |
|
65 |
97 |
173 |
205 |
1260 |
|
65 |
97 |
173 |
205 |
1265 |
|
65 |
97 |
173 |
205 |
1270 |
|
65 |
97 |
173 |
206 |
1275 |
|
65 |
98 |
173 |
206 |
1280 |
|
65 |
98 |
174 |
206 |
1285 |
|
65 |
98 |
174 |
207 |
1290 |
|
65 |
98 |
174 |
207 |
1295 |
|
65 |
98 |
174 |
207 |
1300 |
|
65 |
98 |
175 |
207 |
1305 |
|
66 |
98 |
175 |
208 |
1310 |
|
66 |
98 |
175 |
208 |
1315 |
|
66 |
99 |
175 |
208 |
1320 |
|
66 |
99 |
176 |
208 |
1325 |
|
66 |
99 |
176 |
209 |
1330 |
|
66 |
99 |
176 |
209 |
1335 |
|
66 |
99 |
176 |
209 |
1340 |
|
66 |
99 |
176 |
209 |
1345 |
|
66 |
99 |
177 |
210 |
1350 |
|
66 |
99 |
177 |
210 |
1355 |
|
66 |
100 |
177 |
210 |
1360 |
|
66 |
100 |
177 |
211 |
1365 |
|
67 |
100 |
177 |
211 |
1370 |
|
67 |
100 |
178 |
211 |
1375 |
|
67 |
100 |
178 |
211 |
1380 |
|
67 |
100 |
178 |
212 |
1385 |
|
67 |
100 |
178 |
212 |
1390 |
|
67 |
100 |
179 |
212 |
1395 |
|
67 |
101 |
179 |
212 |
1400 |
|
67 |
101 |
179 |
213 |
1405 |
|
67 |
101 |
179 |
213 |
1410 |
|
67 |
101 |
179 |
213 |
1415 |
|
67 |
101 |
180 |
213 |
1420 |
|
67 |
101 |
180 |
214 |
1425 |
|
68 |
101 |
180 |
214 |
1430 |
|
68 |
101 |
180 |
214 |
1435 |
|
68 |
102 |
180 |
214 |
1440 |
|
68 |
102 |
181 |
215 |
1445 |
|
68 |
102 |
181 |
215 |
1450 |
|
68 |
102 |
181 |
215 |
1455 |
|
68 |
102 |
181 |
215 |
1460 |
|
68 |
102 |
182 |
216 |
1465 |
|
68 |
102 |
182 |
216 |
1470 |
|
68 |
102 |
182 |
216 |
1475 |
|
68 |
102 |
182 |
216 |
1480 |
|
68 |
103 |
182 |
217 |
1485 |
|
68 |
103 |
183 |
217 |
1490 |
|
69 |
103 |
183 |
217 |
1495 |
|
69 |
103 |
183 |
217 |
1500 |
|
69 |
103 |
183 |
217 |
For linear frontages greater than 1500 feet, use the following formulas for the appropriate category to determine the allowable signage: |
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*Square Feet of Signage Permitted |
Plate 10 INTRUSIONS INTO REQUIRED SETBACK YARDS
Plan View
(Ord. 4811 § 1, 2022; Ord. 4072 § 1, 2007)
Plate 12 PEDESTAL SIGNS
To determine the proposed sign area, both sides/sign faces are to be included in the calculation. For example, if each side or sign face measures 4 sq. ft., the total sign area is 8 sq. ft.
Minor deviations from the dimensional standards for pedestal signs, except for maximum sign height, may be approved by the Planning Official if he/she concludes that the resulting sign has a clear and substantial visual linkage to the ground.
(Ord. 3814 § 1, 2001)
Plate 13 MONUMENT SIGNS
Design Criteria
SIGN BASE: The base of the sign must be done in landscape construction materials such as brick, stucco, stonework, textured wood, tile or textured concrete or materials that are harmonious with the character of the primary structures on the subject property and subject to Planning Official approval. No visible gap shall be allowed between the sign base and the finished grade.
SIGN FACE: The color, shape, material, lettering, and other architectural details of the sign face must be harmonious with the character of the primary structures.
Minor Deviations
Minor deviations from the dimensional standards for monument signs, except for maximum sign height, may be approved by the Planning Official if he/she concludes that the resulting sign does not significantly change the relative proportion of the sign base to the sign face.
(Ord. 3814 § 1, 2001)
Plate 13A POLE SIGNS
HEIGHT OF SIGN SHALL NOT EXCEED 20 FEET ABOVE AVERAGE
GROUND ELEVATION.
POLE SIGN – ANY GROUND MOUNTED SIGN THAT DOES NOT MEET THE DEFINITIONS OF MONUMENT OR PEDESTAL SIGNs AND WHICH IS
COMPOSED OF TWO CHIEF ELEMENTS: THE SIGN FACE AND THE SIGN
POLE(S) OR PYLON(S) WHICH CONNECT(S) THE SIGN FACE TO THE GROUND.
(Ord. 3814 § 1, 2001)
Plate 14 DRIVEWAY CONFIGURATION FOR DETACHED DWELLING UNITS
Plate 16 MEASUREMENT OF STREAM BUFFER FROM ORDINARY HIGH WATER MARK
(Ord. 4551 § 4, 2017)
Plate 17A CALCULATING AVERAGE BUILDING ELEVATION, OPTION 1
(Ord. 4121 § 1, 2008; Ord. 3814 § 1, 2001)
Plate 17B CALCULATING AVERAGE BUILDING ELEVATION, OPTION 2
(Ord. 4844 § 1, 2023; Ord. 4121 § 1, 2008)
Plate 18 ADJOINING PROPERTIES
A Area to be considered adjoining property
B Area not to be considered adjoining property
Plate 20 Turnaround Space
A |
B |
---|---|
24′ or less |
6′ |
25′ |
5′ |
26′ |
4′ |
27′ |
3′ |
28′ |
2′ |
29′ |
1′ |
30′ or more |
0′ |
Plate 21 DWELLING UNITS “SERVED” AND NOT “SERVED” BY A VEHICULAR ACCESS EASEMENT OR TRACT
Plate 22 (Repealed by Ord. 4252)
Plate 23 CALCULATING FLOOR AREA FOR BASEMENTS (DETACHED DWELLING UNITS IN LOW DENSITY ZONES)
Plate 24 REQUIRED FRONT YARD AVERAGING
CORNER LOT WITH 2 REQUIRED FRONT YARDS
(DETACHED DWELLING UNITs IN LOW DENSITY ZONEs)
Plate 26 EXPANSION OF NONCONFORMING BUILDING LOCATED IN CRITICAL AREA BUFFER
(Ord. 4551 § 4, 2017)
Plate 27A Shoreline View Corridor
The required shoreline view corridor across the property shall be determined by taking the view corridor required along Lake Washington Boulevard (30 percent of the average parcel width plus 2.5 feet for each foot the building height exceeds 30 feet above average building elevation) and then extending the view corridor across the landward property and the waterward property to the shoreline to provide a shoreline view corridor of 60 percent if building height is greater than 30 feet, but equal to or less than 35 feet or 70 percent if building height is greater than 35 feet (see diagram above).
(Ord. 4252 § 1, 2010; Ord. 3810 § 1, 2001)
Plate 27B Shoreline View Corridor
The required shoreline view corridor across the property shall be determined by taking the view corridor required along Lake Washington Boulevard (30 percent of the average parcel width plus 2.5 feet for each foot the building height exceeds 30 feet above average building elevation) and then extending the view corridor across the landward property and the waterward property to the shoreline to provide a shoreline view corridor of 60 percent if building height is greater than 30 feet, but equal to or less than 35 feet or 70 percent if building height is greater than 35 feet (see diagram above).
(Ord. 4252 § 1, 2010; Ord. 3810 § 1, 2001)
Plate 27C Shoreline View Corridor
The required shoreline view corridor across the property shall be determined by taking the view corridor required along Lake Washington Boulevard (30 percent of the average parcel width plus 2.5 feet for each foot the building height exceeds 30 feet above average building elevation) and then extending the view corridor across the property to the shoreline to provide a shoreline view corridor of 60 percent if building height is greater than 30 feet, but equal to or less than 35 feet or 70 percent if building height is greater than 35 feet (see diagram above).
(Ord. 4252 § 1, 2010; Ord. 3810 § 1, 2001)
Plate 28 (Repealed by Ord. 4252)
Plate 30 Rooftop Appurtenances – Screening with Roof Forms – Examples
SCREENING WITH CLERESTORIES
SCREENING WITH ROOF WELLS
(Ord. 3919 § 1, 2003)
Plate 31 Rooftop Appurtenances – Allowable Height and Coverage
ELEVATION VIEW
Allowable Height per KZC 115.120(4)(a): Four feet above maximum allowable structure height
OR
Potential Height Increase per KZC 115.120(4)(b):
a. The minimum amount necessary; and
b. The lesser of:
i. The height of the story immediately below; or
ii. 15 feet above the applicable height limitation.
PLAN VIEW
Allowable Area per KZC 115.120(4)(a): (A x B) + (C x D) = /<10% (E x F)
OR
Potential Area Increase per KZC 115.120(4)(b): (A x B) + (C x D) = /<25% (E x F)
(Ord. 3919 § 1, 2003)
Plate 32 Affordable Housing Incentives – Multifamily
112.20.2 Defined Affordable Housing Incentives – Density Bonus:
In use zones where the number of dwelling units allowed on the subject property is determined by dividing the lot size by the required minimum lot area per unit, two (2) bonus units may be constructed for each affordable housing unit provided (see Example 1). In areas where the density allowed on the subject property is expressed as a floor area ratio (F.A.R.), bonuses will be calculated as an equivalent FAR bonus (see Example 2). These examples are for properties that do not contain a wetland, stream, minor lake or their buffers. For properties that contain a wetland, stream, minor lake or their buffers, the base density allowed shall be established using the maximum development potential calculation in KZC 90.170. (Ord. 4551 § 4, 2017)
Example 1 – Density Bonus
Property Size (Net Acres) |
3 Acres |
Zoned Density |
2,400 square feet of land area required per unit |
Base Density Allowed |
(3 Acres x 43,560 sq. ft. per acre)/2,400 sq. ft. per unit = 54.45 units (Rounds to 54 units) |
Proposed Number of Affordable Housing Units |
5 Units |
Proposed Bonus Units |
5 Units x 2 = 10 Units |
Total Units Allowed |
54 Base Units + 10 Bonus Units = 64 Units (including 5 Affordable Housing Units) |
Maximum Bonus Units (25% of Base Density) |
54 Units x 0.25 = 13.5 Units (Rounds to 13)* |
*Note: If seven affordable housing units were provided, only 13 bonus units (instead of 14 bonus units) could be achieved through the defined affordable housing incentives process due to the maximum bonus provision (KZC 112.20(2)(c)) An applicant may apply through the additional affordable housing incentives (non-defined) process (KZC 112.25) for a larger number of bonus units.
Example 2 – FAR Bonus
Property Size (Net Acres) |
1 Acre |
Zoned Density |
2.5 maximum Floor Area Ratio (F.A.R.) |
Base Density Allowed |
(1 Acre x 43,560 sq. ft. per acre) x 2.5 F.A.R. = 108,900 square feet |
Proposed Number and Size of Affordable Housing Units |
6 Units each containing 1,200 square feet of gross floor area |
Affordable Housing Floor Area |
6 Units x 1,200 square feet per unit = 7,200 square feet |
Proposed Bonus Floor Area |
7,200 square feet x 2 = 14,400 square feet* |
Total Square Footage Allowed |
108,900 Base Square Feet + 14,400 Bonus Square Feet = 123,300 square feet (including 6 Affordable Housing Units) |
Maximum Bonus Floor Area (25% of Base FAR) |
108,900 square feet x 0.25 = 27,225 square feet |
*Note: The 14,400 square feet of bonus floor area can be used on the subject property as the applicant feels best meets project needs.
(Ord. 4551 § 4, 2017; Ord. 3938 § 1, 2004)
Plate 34B The Designated “Circulator” in the Totem Lake Business District
(Ord. 4671 § 2, 2018; Ord. 4495 § 2, 2015)
Plate 34D (Repealed by Ord. 4671)
Plate 34E (Repealed by Ord. 4671)
Plate 34F (Repealed by Ord. 4671)
Plate 34G (Repealed by Ord. 4671)
Plate 34H Pedestrian Circulation in the CBD
Plate 34I Pedestrian Circulation in the JBD
Plate 34J Pedestrian Circulation in the NRHBD
Plate 34K Through-Block Pathways Concept for RHBD
Plate 34L Pedestrian Circulation in YBD
Plate 34M Street Improvements in YBD
Plate 34N Pedestrian Circulation in Neighborhood Business Zones (BN, BNA, FHNC & MSC 2)
Plate 34N (continued)
(Ord. 4636 § 3, 2018; Ord. 4390 § 1, 2012; Ord. 4333 § 1, 2011; Ord. 4307 § 1, 2011; Ord. 4286 § 1, 2011; Ord. 4097 § 1, 2007; Ord. 3972 § 1, 2004)
Plate 34O Pedestrian Circulation in Houghton/Everest Neighborhood Center
(Ord. 4637 § 3, 2018)
Plate 34P Vehicular Access Concept for Houghton/Everest Neighborhood Center
(Ord. 4637 § 3, 2018)
Plate 34Q Pedestrian Circulation in BCX
In addition to the Major Pedestrian Sidewalks and Pedestrian-Oriented Streets, development within the Bridle Trails Neighborhood Center (BCX Zone) shall provide for one north-south through-block pathway connection between NE 70th Place and NE 65th Street and two east-west through-block pathway connections between 130th Avenue NE and 132nd Avenue NE.
(Ord. 4784 § 1, 2022)
Plate 38 Measuring Size Limitations for Structures Abutting or Within Low Density Zones and Abutting Low Density Uses in the PLA 17 Zone
* Used for example only. Size limitations requirements for zones and uses are specified in KZC 115.136.
(Ord. 4450 § 1, 2014; Ord. 4437 § 1, 2014)
Plate 39 (Repealed by Ord. 4372)
Plate 40 (Reserved)
Plate 43A Options for Shoreline Stabilization Measures – Building Setback 10' – 30'
(Ord. 4251 § 3, 2010)
Plate 43B Options for Shoreline Stabilization Measures – Building Setback > 30'
(Ord. 4251 § 3, 2010)
Plate 47 Establishing Average Pier Length/Navigation Line
Plate 47 is intended to clarify how the average pier length of an adjacent shoreline parcel influences the length of a proposed pier. The plate illustrates the location of several single-family piers located along the shoreline of Lake Washington. The image identifies the maximum length of 150 feet allowed under KZC 83.270(4), and the average lakeward extent of the piers along this section of the shoreline. The established line of navigation runs along the waterward side of the piers. By determining the average length of the neighboring piers, a property can identify the length of a pier that may be proposed that will be consistent with the length standards of KZC 83.270 and Shoreline Area Policy SA-11.1 in the Comprehensive Plan.
(Ord. 4701 § 1, 2020)
Plate 48A How to Determine the Allowable Length of a Single-Family Pier (KZC 83.270(4))
Parcel “J” needs to establish the allowable length a pier may extend under the development regulations of KZC 83.270. Since the 150 foot measurement from the OHWM exceeds the average lakeward extent of the adjacent neighboring piers, the lesser applies. Parcel “J” may propose a pier length as shown, aligning with the average lakeward extent of the adjacent neighboring piers. The pier is subject to all other dimensional standards, including but not limited to width, area, and height.
A proposal beyond the average lakeward extent line would require the applicant identify the length will not have an adverse impact on navigation and the length is necessary due to inadequate water depth.
A proposed pier beyond the 150 foot measurement would be subject to a shoreline variance.
(Ord. 4701 § 1, 2020)
Plate 48B How to Determine the Maximum Length a Pier May Extend Beyond Existing Adjacent Piers (KZC 83.270(4))
An additional 10% of length on the subject property may be added based on the average lakeward extent of the existing adjacent neighboring piers. In this example, the average lakeward extent establishes an allowable length of 130 feet for the subject property. The parcel may propose up to 13.0 feet of additional length if necessary to achieve water depth
(Ord. 4701 § 1, 2020)