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Kirkland City Zoning Code

180 Plates

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 2A One-Way Traffic – Residential Standard Size Stall (8' x 18.5').

Parking Angle

Single Loaded Aisle

Double Loaded Aisle

A

B

C

D

*E

F

0

8.0

18.5

26.5

8.0

18.5

34.5

30

9.0

18.5

27.5

9.0

18.5

37.0

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. 4905 § 12 (Exh. L), 2025)

Plate 2B Two-Way Traffic – Residential Standard Size Stall (8' x 18.5').

Parking Angle

Single Loaded Aisle

Double Loaded Aisle

A

B

C

D

*E

F

0

8.0

24.0

32.0

8.0

24.0

40.0

30

9.0

24.0

33.0

9.0

24.0

42.0

35

10.0

24.0

34.0

10.0

24.0

44.0

40

11.0

24.0

35.0

11.0

24.0

46.0

45

12.0

24.0

36.0

12.0

24.0

48.0

50

13.0

24.0

37.0

13.0

24.0

50.0

55

14.0

24.0

38.0

14.0

24.0

52.0

60

15.0

24.0

39.0

15.0

24.0

54.0

65

16.0

24.0

40.0

16.0

24.0

56.0

70

16.5

24.0

40.5

16.5

24.0

57.0

75

17.0

24.0

41.0

17.0

24.0

58.0

80

17.5

24.0

41.5

17.5

24.0

59.0

85

18.0

24.0

42.0

18.0

24.0

60.0

90

18.5

24.0

42.5

18.5

24.0

61.0

(Ord. 4905 § 12 (Exh. L), 2025)

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 5 CBD 5A Required Yards.

(Ord. 4171 § 1, 2008)

Plate 6 CBD 5A Maximum Building Heights.

(Ord. 4171 § 1, 2008)

Plate 7 CBD 5A Maximum Building Heights and Stories Measurement Points.

(Ord. 4171 § 1, 2008)

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
of Subject
Property (ft.)

Sign
Category
C*

Sign
Category
D*

Sign
Category
E*

Sign
Category
F*

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:

*Square Feet of Signage Permitted

Plate 10 Intrusions Into Required Setback Yards.

Plan View

(Ord. 4811 § 1, 2022; Ord. 4072 § 1, 2007)

Plate 11 Outdoor Use Activity and Storage Areas.

Public Park or Residential Zone

A –    Horizontal Dimension of Structure, Building or Fence

B –    Permitted Length of Outdoor Use, Activity and Storage Area as Determined
by Horizontal Dimension of Adjacent Structure or Fence

B    (Less than or Equal to) 50% A

Plate 12 Pedestal Signs.

Sign Area

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 14A Driveway Setbacks on “Panhandle” Lots.

(Ord. 3852 § 1, 2002)

Plate 14B Driveway Widths in Required Front and Rear Yards.

(Ord. 3852 § 1, 2002)

Plate 15 Measuring 15 Percent Slopes.

Formula

Topographic Map

Profile

Plate 16 Measurement of Stream Buffer From Ordinary High Water Mark.

(Ord. 4551 § 4, 2016)

Plate 16A Stream Buffer for Stream Culvert.

(Ord. 4551 § 4, 2016)

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 19 Calculating Average Parcel Depth.

(Ord. 4251 § 3, 2010)

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 Lots “Served” and Not “Served” by a Vehicular Access Easement or Tract.

Example of 4 Lots “Served” by an Easement or Tract (Ord. 4905 § 12 (Exh. L), 2025)

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 25 Interrupted Critical Area Buffer.

(Ord. 4551 § 4, 2016)

Plate 26 Expansion of Nonconforming Building Located in Critical Area Buffer.

(Ord. 4551 § 4, 2016)

Plate 27A Shoreline View Corridor.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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 29 Driveway Easement.

(Ord. 3814 § 1, 2001)

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, 2016; Ord. 3938 § 1, 2004)

Plate 33 View Corridor Height Restriction TL 3A.

(Ord. 3862 § 1, 2002)

Plate 34A Totem Lake Business District Street Improvements.

(Ord. 4671 § 2, 2018)

Plate 34B The Designated “Circulator” in the Totem Lake Business District.

(Ord. 4671 § 2, 2018; Ord. 4495 § 2, 2015)

Plate 34C Pedestrian Circulation in Totem Lake.

(Ord. 4671 § 2, 2018)

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 35 Total Upper Story Setback Area.

(Ord. 4177 § 2, 2009)

Plate 36 Story at Street or Access Easement Level.

(Ord. 4252 § 1, 2010)

Plate 37 Totem Lake Housing Incentive Areas.

(Ord. 4495 § 2, 2015; Ord. 4051 § 1, 2006)

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 41 Measuring Shoreline Setback.

(Ord. 4251 § 3, 2010)

Plate 42 Maximum Shoreline Walkway Corridor.

(Ord. 4251 § 3, 2010)

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 44 Addition to Nonconforming Detached Dwelling Unit.

(Ord. 4251 § 3, 2010)

Plate 45 Electric Vehicle Charging Station Signage.

(Ord. 4350 § 1, 2012)

Plate 46 School Walk Routes.

(Ord. 4479 § 7, 2015)

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)

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 2A One-Way Traffic – Residential Standard Size Stall (8' x 18.5').

Parking Angle

Single Loaded Aisle

Double Loaded Aisle

A

B

C

D

*E

F

0

8.0

18.5

26.5

8.0

18.5

34.5

30

9.0

18.5

27.5

9.0

18.5

37.0

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. 4905 § 12 (Exh. L), 2025)

Plate 2B Two-Way Traffic – Residential Standard Size Stall (8' x 18.5').

Parking Angle

Single Loaded Aisle

Double Loaded Aisle

A

B

C

D

*E

F

0

8.0

24.0

32.0

8.0

24.0

40.0

30

9.0

24.0

33.0

9.0

24.0

42.0

35

10.0

24.0

34.0

10.0

24.0

44.0

40

11.0

24.0

35.0

11.0

24.0

46.0

45

12.0

24.0

36.0

12.0

24.0

48.0

50

13.0

24.0

37.0

13.0

24.0

50.0

55

14.0

24.0

38.0

14.0

24.0

52.0

60

15.0

24.0

39.0

15.0

24.0

54.0

65

16.0

24.0

40.0

16.0

24.0

56.0

70

16.5

24.0

40.5

16.5

24.0

57.0

75

17.0

24.0

41.0

17.0

24.0

58.0

80

17.5

24.0

41.5

17.5

24.0

59.0

85

18.0

24.0

42.0

18.0

24.0

60.0

90

18.5

24.0

42.5

18.5

24.0

61.0

(Ord. 4905 § 12 (Exh. L), 2025)

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 5 CBD 5A Required Yards.

(Ord. 4171 § 1, 2008)

Plate 6 CBD 5A Maximum Building Heights.

(Ord. 4171 § 1, 2008)

Plate 7 CBD 5A Maximum Building Heights and Stories Measurement Points.

(Ord. 4171 § 1, 2008)

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
of Subject
Property (ft.)

Sign
Category
C*

Sign
Category
D*

Sign
Category
E*

Sign
Category
F*

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

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1235

64

97

172

204

1240

64

97

172

204

1245

65

97

172

204

1250

65

97

172

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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:

*Square Feet of Signage Permitted

Plate 10 Intrusions Into Required Setback Yards.

Plan View

(Ord. 4811 § 1, 2022; Ord. 4072 § 1, 2007)

Plate 11 Outdoor Use Activity and Storage Areas.

Public Park or Residential Zone

A –    Horizontal Dimension of Structure, Building or Fence

B –    Permitted Length of Outdoor Use, Activity and Storage Area as Determined
by Horizontal Dimension of Adjacent Structure or Fence

B    (Less than or Equal to) 50% A

Plate 12 Pedestal Signs.

Sign Area

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 14A Driveway Setbacks on “Panhandle” Lots.

(Ord. 3852 § 1, 2002)

Plate 14B Driveway Widths in Required Front and Rear Yards.

(Ord. 3852 § 1, 2002)

Plate 15 Measuring 15 Percent Slopes.

Formula

Topographic Map

Profile

Plate 16 Measurement of Stream Buffer From Ordinary High Water Mark.

(Ord. 4551 § 4, 2016)

Plate 16A Stream Buffer for Stream Culvert.

(Ord. 4551 § 4, 2016)

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 19 Calculating Average Parcel Depth.

(Ord. 4251 § 3, 2010)

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 Lots “Served” and Not “Served” by a Vehicular Access Easement or Tract.

Example of 4 Lots “Served” by an Easement or Tract (Ord. 4905 § 12 (Exh. L), 2025)

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 25 Interrupted Critical Area Buffer.

(Ord. 4551 § 4, 2016)

Plate 26 Expansion of Nonconforming Building Located in Critical Area Buffer.

(Ord. 4551 § 4, 2016)

Plate 27A Shoreline View Corridor.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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.

Required Shoreline View Corridor for Properties that only abut Lake Washington Boulevard

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 29 Driveway Easement.

(Ord. 3814 § 1, 2001)

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, 2016; Ord. 3938 § 1, 2004)

Plate 33 View Corridor Height Restriction TL 3A.

(Ord. 3862 § 1, 2002)

Plate 34A Totem Lake Business District Street Improvements.

(Ord. 4671 § 2, 2018)

Plate 34B The Designated “Circulator” in the Totem Lake Business District.

(Ord. 4671 § 2, 2018; Ord. 4495 § 2, 2015)

Plate 34C Pedestrian Circulation in Totem Lake.

(Ord. 4671 § 2, 2018)

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 35 Total Upper Story Setback Area.

(Ord. 4177 § 2, 2009)

Plate 36 Story at Street or Access Easement Level.

(Ord. 4252 § 1, 2010)

Plate 37 Totem Lake Housing Incentive Areas.

(Ord. 4495 § 2, 2015; Ord. 4051 § 1, 2006)

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 41 Measuring Shoreline Setback.

(Ord. 4251 § 3, 2010)

Plate 42 Maximum Shoreline Walkway Corridor.

(Ord. 4251 § 3, 2010)

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 44 Addition to Nonconforming Detached Dwelling Unit.

(Ord. 4251 § 3, 2010)

Plate 45 Electric Vehicle Charging Station Signage.

(Ord. 4350 § 1, 2012)

Plate 46 School Walk Routes.

(Ord. 4479 § 7, 2015)

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)