february 24, 2016 - seattle · february 24, 2016. 6733 carleton ave s. esn reve. 2. table of...

Proposal:Build Urban proposes to build 5 new town homes for a total of 5 units. A total of 5 parking stalls are proposed with accesses from the West alley.

context:The project site located in the Georgetown neighborhood of Seattle is a 6,250 sqft parcel zoned in an LR2 (Lowrise 2) for a variety of multifamily housing types in existing multifamily and singel family neighborhoods. The parcel is bound by an alley to the West, Carleton Ave S. to the East and single family homes to the North and South.

dpd project # 6503134King Co. APN: 815910-0035Please see the following pages for a graphic contextual analysis.

PROJECT # 6503134 6733 CARLETON AVE S.

February 24, 2016

6733 CARLETON AVE S.DESIGN REVIEW

2

Table of Contents

Zoning Analysis 3Zoning and Vicinity Map 4Site Context 5Survey 6Existing Site Photos 7Site Plan 8Neighborhood Context Photos 9Landscape Plan 10Landscape Plant Selections 11-14

Exterior Lighting Plan & Selections 15Unit 1 & 2 Floor Plans 16-17Unit 3, 4 & 5 Floor Plans 18-21Exterior Elevations & Material Selections 22-23Window Study 24-25Perspectives 26-28Section 29Design Guidlines 30-33Previous Work 34


3

Georgetown Neighborhood

Seattle

Zoning Analysis

Project Address: 6733 Carleton Ave S.

Project Owner: Build Urban, LLC999 N. Northlake Way#215Seattle Wa, 98103

Project Contact: Jeff [email protected]

Site Area: 6,250 sqft# of Residential Units: 5 units# of Stories: 3 + Rooftop Decks

Zone: LR2Proposed Use: 1 duplex & 1 Triplex Lot Area: 6,250 sqftAllowed FAR: 1.2Proposed FAR: 1.12

Structural Height:-Allowed: 30'-0" to Plate and 35'-0" to Ridge -Proposed: 27'-8” to top of roof

Building Depth: 81.32’ or 65% of lot length within 15’ of side lot line

Building Width Limit:Allowed: 90’Proposed: 75.5’

Setbacks:-Front Proposed on Carleton Ave S : 7 feet.-Rear Proposed: 28.13 feet-Side North Proposed: 5 feet-Side South Proposed: 11.13 feetParking: -Stalls Required: 1 per Unit (5 stalls)-Stalls Proposed: 5 surface park

Solid Waste:84 sqft required per 23.54.040Proposed: 85.21 sqft.

Adjustments:None


4

Zoning and Vicinity Map

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1552564

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5050N1^4

5'38

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150

2525

100

25

303025

252525

30030

25

25

25

25

25

25

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N89^22'45"W

25

25

100

100

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100

100

100

50

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25

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102.

5

26.10

25

95

26.10

25

87.5

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26.10

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72.5

26.10

25

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27.14

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46.1

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3024.8

5

25 2525

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10025252525252525 40

30

N88^14'33"W660.19

30

25 3 6

100 25

2525

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100 25

25

1002525 2525

3030

25

25

25

3030

30

25

25

25

659.984

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25

25

25

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25

25

25

25

25

25

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3030

EAST LINE OF WATERWAY

198.49

203.68

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WEST LINE OF WATERWAY N0^5

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N72^40'45"W

7070

140

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132.

5030

132.

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26.10

40

25

531.05

125

659.984

26.10

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5

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4.37

26.10

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25

4.77

164.195

40

160.00

398.955

40

159.00

40

158.00

40.013

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N32^53'04.5E

153.5

40.012

150.00

40.013

146.5

40.153

148.296

150.96

40.153

156.172

148.30

40.15

N29^18'58"E

143.00

150.98

40.15

156.17

40.04

161.36

166.55

40.04

157.43

148.32

40.04

43.95

139.20

40.04

42.96

41.93

40.13

41.93

40.13

262.10

41.93

N39^04'48"E

40.13

190.39

109.87

40.13

172.19

40.13

154.32

151.10

147.89

144.68

141.47

138.26

4040

40

134.805 82.949

137.140

80.722UNR

ECORDED

N36^44'00"E

N46^50

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40.480

80.72

140.316

57.23

40.04

142.919 234.02

54.263 145.61 40.04

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145.608

305.00N51

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E 276.

5

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40.188 N50

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18740.

188N76-36-12W 316.39

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N9-14-34W

119.97

2

N76-36-12W357.95

305.00

N0^5

7'25

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2731

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2731

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N0^5

7'25

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779.16

475.78

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379.

92

30

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43.5

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14.86

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11.08

39. 5

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36.5

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11.92

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322.1540

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28.7

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97

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00

40

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551.

72

40

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R=87.68

138.

28

77.12

367.47

20.38

17.87

134.04

9.80

149.41

135.

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149.41

131.00

37.9

9

30

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118^44'53"

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49.704

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288.44

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268.

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134.04

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101.32

65

300.00

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45.753030

79.82100

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419.469145.36

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45.75 6530

76.46 6560275.

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91.50

459.17 6545.75

40 40 3030

105

3030

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195.827CEN SEC

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10040 5040 404040404040

N89^58'32"W

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700 358.89

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N0^0

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50

3030

4040

4040

100

100

100

110

110

40

40

40

40

40

40

40

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40

40

40

269.

99

5253030 30

591.67N89^58'57"W

3030

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335.49 275.

00

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377.64377.64

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193.854030

234.61 206.7

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34030

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477.69(P

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111.30

110.48

115.08

120.03

161.30

40.2640.26

43.33123.84

28.0

1

124.63

158.07

122.07

32.670.96

142.21

N1^1

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5

160.42

143.61128.34 378.

20

40.0

1 50.9

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134.18 40.0

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139.2244.72

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138.

15 132.1898.6

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157.370

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30

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N89^59'57"W

155.00

150.00

145.00

184.00

165.00

40.13 135.05

40.13117.68

131.84

112.64

40.13 128.63

26.38

N8^5

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13.96129.19126.95 40

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6 137.00121.80 40.0

140.7

5 144.80116.64

40.0

140.7

5

N7^01'17"W

147.13122.49

120.93

16

80.9

598.00

55.25

82.55

N34^18'47"E

100

48.43

40

30.96

14.43

4040

4040

4028

4.95

140

N0^0

0'58

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136.00

143.0

139.5

135.915

33.0

4040

40

S72^50'23"E

N72^50'24"W

139.50

N55^41'00"W136.00

135.92

40.15

148.00

40.15

154.00

160.00

70.36

75.3

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PC 42+85.68PC 42+86.56

119.

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35.92

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2050

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91.8

4100

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91.6

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386.4725

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121.35 282.

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N55-24-38W

N55^23'58"W

106.78(SP) 167.

22

65

65

393.74

S49^52'11"E

N49^00'12"W

393.74(SP)

533.820

N0^4

9'24

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2738

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1369

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199.263

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1006.03

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95.00

303.

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294.

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25

84.7

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516.

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92.0

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118

67.5

65.0

132

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169.

71

S89^50'18"W148.00

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1241

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331.

50

60

S0^0

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N49-00-31W

N47^50'56"W

41.21(SP)

122.

30(S

P)N1^0

1'49

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7.46

25(P

)25

(P)

1.63

25 25 25 25 25 25 25 90^24.5'

25

100

35.38 16

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22.33

N36^02'24"W10.6

0

30

305.790

100

30

30

303046.67930

413.702(SH)30N34^54'31"W 3030

413.65

30

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1094

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N0^4

9'24

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N74^48'51"E WEST

126.94

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127.89

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1602

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30 381.18

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N36^03'12"W

L=4430

92.22

75.78

3030

51.1230

47.19R=3

0

10099.35

70

3055.83

16

63.9

3

35.38

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275.82

28.5

35.38

28.5

30(P

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30

28.5

26.23

28.5

48.09

156.36

28.5

48.09

30

414.76

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47.2

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28.5

48.09

3030

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30

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140.11

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344.85

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335.49

18

335.49

9

CEN SEC

27

VO 9

1438

30

276.50

(LBA)

24

146.5 15

136.00

11

40

VO 9

9812

26.9

0

2

40

25

9

25

25

80

12

30

48.10

R=87

.68

131

N13°

23'4

8"E

148.30

25

161.36

29

30

13139.50

40.1

5

11

9

4

184.00

28

40

1

2

30

25

30

1

DZU

FIR

7

8 OQI

10

50

24.9

9

316.39(LBA)

43.9

5VO

L 13

-28

40.08

D IS T N O 1 1 S T AD D

30 100

30 100

26

38.59

50

30

50

5

44

OQI

72.38

C

25.0

2

16

DEED ED TO GEORGETOWN (3-3 1-0 6) COMP F ILE 3 81 1

154.32

81

26.3

840

.76

N1°

13'0

0"E

41

41

111.30

DO 36167

25 25

VO 114970

VACS CHICAGO ST

7.13

796.

6640

11

44

APPR

OPR

IATE

D B

Y C

ITY O

F G

EORG

ETO

WN

18

4444

B

39.5

1

2

No64.62

Esm

t

No

1011.0

135.

00(P

)

60.50

60.50

60.55

Sht

135.

00(P

)

B

50.13

40

135.05

75

72

VOL 217-1 2

500.76

38

25 25

38 39

40

15

40

30

45.75

12

36.50

20

21

S WILLOW ST

40

121

22.5

0

44

60.55Su bd

60.53

C

PARCEL B

PARCEL A

Adj

135.

00

40

38

391.33

95.9

5

32.82

30

20

9 8

45.75

30

83.0

0

FLO

RA A

V S

22

33.4

8

19

4013

5.00

(P)

77

6

4

30

30

47

32.82

11

269.

99

30

19

3040

16

40

4040

4040

40100

28

29

G

E

O

R

G

E

T

O

W

N

14

40

135.

00

40

No

Lot

10

GVQ

15

15

46.89

50.98

37.7

0

25

GOVERNM ENT MEAND ER LINE41

S56°21'59"W

195.81

80.98 61.00

ELLIS

AV

S

30

30.7

0

5

102.32

9

30

40

39

40

43

40

10

80.7

9

40

GOVERNM

ENT M

EANDER LIN

E

AO

952

71

8

AO 9

5271 DZU

30

7

ELLI

S A

V S40

31

33

40

40

40

48

23

19

17

40

30

3

5

2 25

VO 36913

48

28.92

25

VO 82999

MAP 88 - 52

363.95

281.57

267.01

26

23

19

9

Short Subd

100.00

64.70(SP)

40

CO 137

13

12

7

40

31.1425

30

9

25

41

5

30

40

27.6

0

3

20

100

25

14

VO 82999

44 43

MM X

12

25

VO 82999

122.173

201.015

205.

933

LINE

8

40

PARCEL C

VO 55010

100.00

100(P)

No

43.64

28.1

0

9.95

Esmt

40

40

53

26.4

9

40

47.7

6

18

25

39

12

100

100

350.37(LBA)

262.60

LIN

ES A

RE

WA

TER

WA

Y C

OU

RSE

S

76

-57

A

469.

129

AO 36167

30

35

40(P

)

FIR38

100 47.09

37.0

0

63.0

4

47.09

14

1218

2511

8

9.24

8.30

81.3

43

282.

40

39.74

30

20

49

20

118

276.00(LBA)

60.00

(LBA)

45.24

AO 61902

DEEDED TO KING CO

40

40

107

AHH

A B R A M S

GVT

25.5

5

84.05

40

3

4

5

300.01

CO 53964

GEORGETOWN

6

GVT

12107

VO 8

2999

98.23

N48°23'35"E

30

3

31.2

2

6

40

14

20

Govt Lot 13

107

6

2

10

22

13

ORD 62069

30

24.1

3

14

6

28

30

9

14

3027

.23

30

7

30

3 2 3030

32.33

25 30

7

25

65.2

1211

8

118

N69°41'02"E

N70°50'35"E

RIVER FILL LINE

22

23

24

33

34

39

14

3030

16.68

20

30

1

12

20

VO 8

8178

50.66

5.90

9.60

VO 9

3367

VA

C 5

- 26

- 52

100

30

28

41.21(SP)

VAC

14T

H A

V S

11030

15

11 3030

30

9

MAP 90 - 48

34.14

2 26.25

3

25

Short

40

105.32'

30 15

3030

3030

30

47.12

CO 53964

25

92.2

1

25

GOVERNM ENT MEAND ER LINE

90.88

18

22

LWW

26

9

40

114(P)

VO 8

1501

28.5

30

30

30

70

..

..

..

137.92

PLAT LINE

G

30

6

30

6

2

LWV

3

50

115.

75

AO

600

49

DO

617

52

..

..

.. 65.44

199.28

N65°28'16"E

3063

.93 4

9

30

Ease

men

t

5114

30 30

82.00

S

U

P

P

L

30

AO 7

6161

VO 1

1834

5

30

30

S MONROE ST

44

25 25

14 13

2525

42

RI VE R

30

25

25

132.

5

13

12.8

5

13

3030

Ease

me

nt

For

Dra

in R

es

VO 6

6185

-

S ORCHARD ST

24DU W AM I SH I ND US TR I AL A D D

No 3003363

82.949

159.00

VAC S

RIVER S

T

40

AD

D

19

23

34.7

3

93.04

30

10

48

25

11 10

25

45

MM X

25

8

102.

5

MM X

15

DUWAM I SH

40

27

40

46.7

7

357.95

305.00

40.0

13

148.296

16

139.5

135.915

40

4040

111.68

25

2

100

3

5

100

26.10

72.5

65

316.

01

DZU

15

40 40

138.

28

779.

16

2525

24

40.1

5

136.00

7

206.73

25

25

25

25


5

2

1

3

8

37.9

9

149.41

MAP 88 - 52

131.00

135.

00

9

AD

DI T

ION

No3007841

A36.78

40.0

4

40.0

4

157.43

34

100

31

27

MM X

23.5

9

369.

0340

40

8TH

AV

S30

CARL

ETO

N A

V S

11

131

PARCEL B

12

15.92

13

24.9

749

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15.92

135.

00(P

)

172.19

40.1

3

141.47

40.7

5

43

42115.08

28.0

1

600.11

25

35

22

23.47

36

DUWAMISH WATERWAY

17

5

76.46

2

7.56

50.18

117.

64

40

44

4040

50

Sht

B

CO

39

339

61.96

C

54.09

No60.50

D

C

60.50

60.53

B50.13

A

19.4

2

76

143.61

66

124.63

UNREC

110

18

DZU

9

65

37.38

24

40

0.69

100

50

40

21.5

0

135.

00

VO 4

1211 3

19.8

822

.50

60.52

30.87

20.6

3

41.5728.88

25

44

100

15

40

45.75

E MARGINAL WY S

CO 32881

4

25

21

E

46.09

40(P

)

20.0

0

D

40

40

16

135.

0040

30

30

25

68.3

6

28.13

4

132.07

CO 32881

45.75

100

20

40

40

FIR

89 0 4 2 11

Adj

6

9

R=70

3

80.37

VO 82999

MM X

VAC S OTHELLO ST

45.75

30

30.7

0

43.0

9

100

40

5

100

28

40

38.88

3121

5

2

15

25

5MM X

1

292.65

R=67

40

40

100

40

40

51

52

No3005647

35.23

40

4040

CARL

ETO

N A

V S

40

30

2

4

38.59

38.59

5.33

25

VO 82999

2

25

25

30

AO 38426

40

40

42

4077

.27

VO 75766

1

31

34

C

14

10

30

40

40

25

47

25

45

40

24

18

58.694 25

239.70(LBA)

L M

CO

LLIN

S D

ON

LA

ND

CLA

IM L

INE

CO

37

5

17

16

11

22.3

3

2

109.

00

1.20

VO 55010

31

41

47

20

FIR

MM X

25

39

25

2512

.56

15

R=21

48.9

8

R=304.80

N49°00'00"W

GO

VER

NM

ENT

M

EAN

DER

LI

NE

40

GO

VER

NM

ENT

M

EAN

DER

LI

NE

7

58.5

0

PARCEL B

20

Lot Bdy Adj

4040

30

52

3932.82

19

14

125

40(P

)

66.54

12.64

No3003015

47.49 31.0

032

.04

42

15

40

11

40

4040

138.

75

20

92

15 118 8

25(P

)68

.16(

LBA

)

8.18

128.68(LBA)

S17°34'16"E

88.9

2

38.87

94.9

2

40

CO

37

5

46

47

40

HFIR

53

107

VO 82999

5

92

92

N24°

35'5

9"W

12

30

1.84

13

R=250

18.0

2

R= 63

123.

57

40

30

D U WA M I S H

3

6

10.00

(LBA)

62.8

3(LB

A)

10.00

(LBA)

65

EJB

9 8

(1 2 -0 3 -0 1 )

30

S ALBRO PL

4

25.5

5

4

3

ELLI

S A

V S

250

92

4

397.

568

N46°15'49"E

5

8

VAC S EDDY ST

5

S ANGELO ST

12

118

92

GO

VERN

MEN

T

136.86

AO 41081

3

7 8

13

SEATTLE CITY LIMITS

AHH

26

21

587.

13

1

3030

30

57

95.4

383.

73

133.36

LWW

6

1

110

13TH

AV

S

105.0627

CO 53964

110

30

22

110

LWV

3025

25

65.0

21

25

31

3030

42

30

3.25

20

30

N0°

45'1

7"E

298.18

117.82

5.89

16

50.66

30

23

21.4

0

26

30

637.

11

VAC

14T

H A

V S

VO 1

2191

8

30

AO

361

67

31.89

18

16

3

2

30

2

1

3030

50.66

3030

1

95.00(SP)N77°06'47"W

S89°11'56"E

MAP 88 - 52

377.

14

VO 8

8178

30

AO 112864

30

9

25

91.8

4

E MARGINAL WY S


23

36

72.7

9

48.6

2

3030

35.8

0

44

25.0

0(SP

)

100.00(SP)

3030

30

114

17

18

50.1

220

0

CO

600

11

50

50

30.22

VO 76159

3030

30

30

VOL

10-2

9

22.33 10.6

0

30


VO 1

1834

5

13

15

25

30

41 44

30

70

25

4040

40

2540 10

203.68

25 25

18

17

30

40

26

40

PARCEL C

N50°08'00"E

137.140

UNRECORDED

40

80.9

5 17

82.55

2

25

9 100

46

12

S PORTLAND ST

110

26.10

95

25

250

192

200

S OTHELLO ST

100

40(P)

11

40

189.

73

15

142.919

40.1

53

150.96

4030

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40

40

30

3

100

6

25

100

6

25

7

8

101.32

E MARGINAL WY S

65

AO

664

86

N76°36'12"W

40.0

4

40.1

5

N72°50'24"W

12N55°41'00"W

JRC

6

N89°59'57"W

145.00

3

8TH

AV

S15

5.00

25

30

25

8 TH

A VS

30

25

2525

145

125

106.24

7

5

134.04

20.38 9.80

12

2

11

VOL

10-3

7

S76°36'12"E

262.

10

41.9

3

31

15.0

0S1

°45'

38"W

Smith Berger-Sound Propeller Condominium

31

29

25

33

2568.95 38.59

8TH

AV

S40

8TH

AV

S

D

14.86

3.00

ShtSubd

12

30 135.

00

79

40.1

3

35

37116.64

40.0

1 40.7

5

39

40.7

6

2.18

32.82

40

6

30 3

DZU

69.3

8

100

40

40

4.00

1.75

125

6

5

21.5

0

C

A

60.50

A

44.9

7

D

22.5

0

Sht Esm

t

Sht

Esmt

40

40

GO

VERN

MEN

T M

EAN

DER

LI

NE

128.63

378.

20

147.13

40.7

6

135.70

67

142.21

259.69

40

8

50.18

13

40(P

)40

(P)

PARCEL A

PARCEL B

No3003655

50

21

PARCEL B

22.5

22.5

0

D60.53

30.87

120

120

Bdy

142.24(LBA)

135.

00

20.13

41.57

CORS

ON

AV

S

17

S MYRTLE ST

8

40

2

100

36.5

0

53.86

43.4

8

10

9 5 0 0 5 6 1

120.00

PARCEL C

FIR

20

30

CORS

ON

AV

S

45 46

100

25

12 32.82

4

86.14

1145.89

6121.39

19

40

20

4040

15

10

7

40

40

20 1

1

8

30

25.4725 25

3

3

3104.85

100

12

11

GVU

4040

38

5

1

20

7

VO 8

2999

2525

VAC RIVERSID

E AV S

8

30

CO

37

53

34

40

36

49

40

100

100

40(P

)

35.23

22

37.60

PARCEL 1

40

40

40

30

CARL

ETO

N A

V S

3

1

6

19.26

25

4

78.05

25

1

25

7

27

25

40

43

53.0

0

PARCEL A

49

40

38

39

40

8

4

GMP

20.1

7

VAC S PORTLAND ST

25

4

12

1180

18

12

53.0

0

20

No 9 20 09 97

140.

2140

40

40

40

100

FIR

48

51

25

PARK42

13

RI VE R

25 25

37

25

VO 83277

25

VO 70

513

41.2

3

104.93(lLBA)

102.448

N9°38'02"W

N1°45'40"W

225.

04N1

4°28

'16"

E

30

PARCEL A

32.20

C

36.4

4

27 PARCEL A

40

40

17

30

25

40

25

16 17 18

100

13

14.7

3

ALL

CO

URS

ES O

N T

HE

WA

TER

WA

Y M

EAN

DER

270.

00

30

A

LCE

53.13(LBA)

40(P

)

40.0

0

53.14(LBA)

100

17

40

40

VO 83417

6

1812

92

92

100

8

16.7

2

71.32

109.403

87

4040

50

52

VAC S HOLDEN ST

92

VAC S WEBSTER ST

76- 5

7A

13

30

8.24

....

25.72

115.

60

40

55

VO 83277

92

5

3

35.00(LBA)

8

30 30

EJB

15

30

25.5

5

89.34(C)

39

92

N20°

02'4

8"E

110.50

100

166.

8

118

N65°28'16"E

4

7

VOL 9-34

101.87

VOL 14-33

92

92

N60°59'23"E

956.08

34.8

1 27

96.48

19

14

14

14

3042

.79

17.2

330

AO

123

122

100

40

24

25

20.9

230

3030

4

66.86

26.05

23

SOU TH

25

3211

8

132

12

279.38

30

96.48

3030

34

110

30

32

MA

P 88

-6

25

MAP 80 1- 56

C

4

16

VO 8

8178

S HARDY ST

110

18

CO 53964

30

14.52

89°35.5

'

30

STRE

ET

BY P

ROSC

RIPT

ION

V

O

8104

6VO

810

46

30

112.83

D

3030

12

30

10

30

VAC

14T

H A

V S

5

30

1

4 3042

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AD

D

110

34.14

CO 53964

93.1

4

92.9

6

N77°56'36"E

14

114

3030

30

92.4

0

23 22

N55°23'58"W

45.8

8

331.31

L M COLL INS LAND CLAIM LINE

24

VO 8

8178

27

114

35

12.77

18

119.

56

97.65

114

30

11

5

3030

1

28.50

48.09

47.1930

15

23.69

40.26

184.

82

..

..

..

147

30

30 30

30

14

MA

P 8

02

- 5

H

126.94

30

7

6

2

1

30

1030

42

RI VE R

25 25

25

16 14

70

11

125

26.10

12

30

DUWAM I SH

24

40

40.187

21

N46°50'34"E

COM

MER

CIA

L W

ATE

RWA

Y

20

158.00

40

100

86.58

40

30

25

25

25

25

11

25

26.10

48.28(D)

40

40PA

R A

80.7

22

23

N36°4

4'00"

E

156.172

18

40.1

53

28

40

40

13

4040

40

10

40

25

40

25

25 4

25

7

1

4

25

25

25

46.1

2

114

DZU

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40

10 9

29

88.93

77.12

44

125

40.0

4

145.61

27

40.1

5

14

28

8

155.00

6

5

165.00

2

40

2525

25

25

2525

25

25

4

105

13

6

50

ShortSubdivision

40.1

3

N8°5

2'04

"E

25

28

32.82

50

81.6

2

135.

00

125(P)

43.5

0

3.33

29.1

8

22

44.9

7

No

3014266

84

83

40.0

140

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122.49

40

50.9

4

138.

15

25

35

25

16

40 14

10

30

DZU

6093

.51

40

11.92

50

20.8

0

D

22.00

22.00

9

24

FIR

Sht

A

Su bd

22.5

022

.50

19.4

240

131.84

69

MA

P 8

2-5

5

PARK

18

32.82

42.7

7

32.8232.42

5

10

8

148.72

4

28.1

6

100

50

40

40(P

)

50

121

Su bd

21.5

0

121

Lot

40

41.5141.57 N

03°32'43"W

FIT

S88°14'00"E

25

VOL 7 -41

13

W E S T L I N E WA T E R W

A Y

40

40

4DZU

3030

25

50.18

40

20

36.5

0

53.85 B46.08

30

40

40

2

11

40 121

S EDDY ST

INV

EST

MEN

T C

O

4040

40

25

10.8

9

17.80

40

5

45.75

145.89

DZU86.94

17

4040

40

40

40

7

DO 58664

18.3

6

25

38.59

1

16.5

32.82 6

2

2

30.7

0

24

10040

41

1

26

6

25

27

25

10

93.5

2

25

6

92.7

7

8

25

29

10TH

AV

S

2

25

25

20

50.3

0

E A S T E R L Y L I N E O F WA T E R W

A Y

21

10

30

10

32.82

SLIP N

O 4

30

DO 65697

40

30

6

35

37

39

40

47

4040

40

24

25.04

16

40

100

FIR

30

3

25

2

1

25E A S T L I N E WA T E R W

A Y

2525

4

109.

078

VO 95351

REF ORD 38426

40

21

20

4040

37

20

5

AO 114970

46

100

11

25

25

25

7

25

19.35(LBA)

146.25

40

40

12

143.

00

43.03

24.76

40

40

28

4040

40

44

45

46

20

62.7

0

25

25

62.38

19.45

N9°

49'1

6"E

N9°

49'1

6"E

54.0

0

4040

4010

9.00

39.1

0

. . . .

24

19

100

40

40

40

40

54

SEAT

TLE C

ITY L

IMITS

32.82

32.82

100

25 25

19

33

100

25

4 25

120.

70

B

53.00

47.48

D 52.60

12

10

8

7

250

VO 83417

118

32

118

118

1

VO 52

332

37.9

7S1

°20'

37"E

SHO

RE

MEA

ND

ER

LINE

30

100

S ELIZABETH ST

86.8

5

(1 2 -0 3 -0 1 )

7

40

40

4

92

N38°1

9'28"

E

RIVER FILL L

INE

210

1

VO 88178

130.55

HO R T O N ' S 1 S T S UB D O F

73.49

92

12

92

6

30

1

BMV

SUPPL ADD40

118

7

AO 114027

92(P)

GO

VER

NM

ENT M

EAN

DER

LINE

N9°

32'4

7"E

CO 53964

30 30

12

18

130.0

62.43

51.82

110

24

N0°

17'4

2"E

VO 88178

30

VO 8

8178

86.2

4

15

81.1

0

23.41

3

100

25

92

AHH

30

VAC

13T

H A

V S

30

3 30

11

3030

24.1

3

2

2

24

1

30

4

3030

30

QU

EE

N

30

30

35

40

3030

16

30

12.2

6

22

25

25

(SEATTLE AIRPORT)

19

40.73

40.69

VAC

14T

H A

V S

93.3

2

25

30

4

110

12

7

6

45.22

5

4

1

92.5

8

Govt Lot 13

183.29

E

3030

12.79

CO 53964

25

259.53

19

34

114

30

30 21

24

100

50

N88°06'22"W

S89°11'56"E

81.06

12

8

3030

4

1

114

L=4430

30

16

8

8

56.06

Ease

men

t

50

FRA

NC

HISE

ORD

844

93

634.

44FR

AN

CHI

SE O

RD 8

4493

..

..

..

S1°5

8'37

"WVO

118

345

15TH

AV

S

100

7

23.69

30

30

N74°48'51"E

2

100

30

11

30

30

MM X

14

43

1326.10

12

11

E A S T L I N E O F WA T E R W

A Y

3025

15

25

25

40

288.44

Lot Boundary Adjustment

20

40.188

MAP 8

2 - 55

22

DI S

T N

O 1

FIR

ST A

DD

54.2

63N3

2°53

'04.5

E

21

19

VO 9

2233

22

40

57.73

25

25 25

25 25

47

25

25

S GARDEN ST

PARC

EL B

12

28

30

30

26

17

143.0

30

206.72

230.00

25

25

25

100

7

40

6

40

40

40

44

44

156.17

28

166.55

14

9

10

8

7

3

40

28203.00

2525

25

25

30

39.56

11

70

100

4

6

105

100

B

9

10

50

24.9

9

43

30

475.7

8

MEANDER L

M C

OLLINS

DON L

AND CLA

IM

N39°0

4'48"

E

148.32

120.93

44.7

294

.42

120.03

3

24

25

100

25

220

4030

30

50

21.7

4

D13

5.00

22.5

0

Sht

Subd

22.5

0

190.39

147.89

144.68

109.

87 40.1

340

.13

40.1

3

38

40.0

1

44110.48 40.26

34

25

21

34

23 6.06

4040

4040

50

145.36

91.50

CO 32881

50.18

50.18

40

A

39.5

323

.51

24.9

6

50

20

64.60

64.63

125

VO 4

1211

7.87

B

Esmt

22.5

0

No

C

D

60.55

2202714

A

ShtSubd

40

40

40

40

70

71

68

UNRE

CO

RD

ED

132.18

128.67

25

40

MM X

25

21.0

010

0

VO 75305

65

8.52

124.

22

H O

R T

O N

'S

19

23

26.5

0

60.51

60.53

44

522

.50

C Su bd 9

38.8

3

9

GO

VER

NM

ENT M

EAN

DER

LINE

34.9

7

42

25

25 20.23

VAC S WEBSTER ST

40

40

7

40

40

45.75

65

40

1009

40

5

1

20

26.5

0

ShortSubd

77

121

50.0

040

30

89.6

3

48

6

VO 37772

61.00

102.32

47.4

3

40

35

36

12

11

40

40

PARCEL B

20

7

FIR

15

4

19.40

7

VO 82999

1

2

71.13 1

30.7

0

30

13

22

25

2 N

D40

40

4040

40

37

38

45

46

4050

30

FIR

4

25

20

25

MM X

21.4

3

40

40

41

30

40

20

54

100

40

40

30

30

15

5

100

8100

40

8

B

25

28

45

46

20 100.00

51

40

100

33

CO 13720

11

40

23.72

25

30

100

10 12

15

40

10

9

121.

8740

29

4040

C

49

C

3

VOL

6-9

250

6.15

41.4

4

25

100

25

33

41

25

25

42

25

13.01

Lot Boundary Adjustment

57.6

0

6

100.00

Short Subd

28.2

9

B

No3004956

21

20

40

40

40

FLO

RA A

V S

55

69.0

2

25 25

25

30

36 35

25

25 25

5

ALL C

OUR

SES

ON TH

E WAT

ERW

AY M

EANDE

R LIN

ES A

RE W

ATERW

AY C

OUR

SES

67.3

9

PARCEL B

40

31.0

032

.04

20CO 137

16

9

92

VAC S AUSTIN ST

92

28.44

S12°33'49"E

N18°

21'1

5"E

15

21.36

3040

AHH

2

2

7

2

98.66(LBA)

257.

33

N52°16'21"E

30

86.34

56

40

30

92

4

6

10

SUBDI VI S I ON OF

30

CO

37

5

25

1213

2.52

3

349.

179

CO 32881

5

2

G E O R G E T O W N

2

118

S AUSTIN ST

1

MEAND

ER

30

4

180.15

25

VO 83417

23.0

9

S WEBSTER ST

363.

20

30

25

20

87

1

VO 8

8178

3030

14

32

14

30

29

130.

05

30

14

DO 27082

9

23

6

123.54

B

16.29

30

3030

2.77

4

VO 8

8178

50.66

50.66

30

5

ECK

25

4

5

403.

26

60.45

26

32

36

30

43

32

3030

20.17

21

CO

33

445

AO 48040

68.43

73.62

32.81

LWV

AO

484

07

N1°

01'4

9"E

Govt Lot 15

113.90

'

13

6 3030

30V

OL

8-74

30

77.22

30

17.9

2

4

26.7

8

46.40

27

25

No

CO 32881

3030

42

30

VO

88

178

48.09

47.1

3

106.78(SP)

LWW

F

5.19

33

15.39

N76°21'32"E

48.09

32.6

6

30

11

16TH

AV

S

91.6

5

91.4

6

N1°

58'3

7"E

7.87

3

1

19

18

30

2

DEE

DED

TO

KIN

G C

OM

AP

80

2- 5

200

618.

6830

3.43

DO

617

52

65

355.00

350.

87VO

118

345

3030

35.38

13

9

6

107.97

127.89

I

30

8

10

5

4

114

28.5

140

12

VO 61423

43

25

15

25

30

42

25

43

25

30

10

W E S T L I N E O F W A T E R W A Y

25

198.49

DZU

30

377.64

S GARDEN ST

13

VOL 21- 65

VAC

COR

SON

AV

S

204.

65

DO

788

19

180

RBC

22

16

40

24

3

46.90

100

12

MM X

47

1.82

VAC S FONTANELLE ST

40(P)

LBA

25

12

40

27

134.04

65

23

145.608

40.0

1220

34.0

4

43.05

1

2

6

7

5 4

26.10

3

26.10

2

27.14

40

8

29195.827

31

31

CO 32881

SWEE

NEY

'S

N50°08'00"E

234.

02

40.0

4

150.98

N29°

18'5

8"E

70.3

6

JRC

40

2525 25

30

3

100

100

100

17.87

125

125

B

36.78

36.78

GO

VERNM

ENT

MEA

NDER

LIN

E

42.9

6

32

N7°01'17"W

N03

°47'

48"E

41.0344.16

S MICHIGAN ST

26

24

50

4030

30

30

N o 3 0 09 0 64

1.00

24.9

6

E

72.38

39.09

Esm

t

138.26

126.95

RBC

13.96

134.18

120.03

300.00

36

23

25

84.8

0

63.5

3

9.35

30

100

3040 15

40

13

100

30

100

110.91

1

5.20

36.50

7

23

61.97

Esmt

60.55

49.09

2202715

60.56

60.56

No60.52

B

60.52

26

50.12

73

137.00

1S

T A

DD

144.80

139.22

122.07

600(P)

25

24

30

25

3725

317.89

40

100

16

7

45.75

11

40

25

40

2306877

5

5

2301311

22.5

022

.50

No

10

HO

RT

ON

41 43

16

74.6

8

53.4

2

40

100

96.2

8

30

69.0

9

24

23

53.83C

53.85 33.4

840

30

40

121

578

.00(

D)

2

121

11

30

32.8216

.01

MAP 134- 2

25 25

290.27

PARCEL A

VO 86695

Short Subdivision

6

40

31

43.4

9

9

6

135(

P)

2

121

30

2

DO 58664

38.59

40

1

40

45.75

63.81

106.59

2640

40

44

2

100

40

27

63.2

5

44(D

)

40

1

30

25

VAC S MONROE ST

25

8

34

23

369.379

44

45.75

8

R=67

R=80

110(

P)

2

20

100

20

4040

40

29

A

100 25.5

6

100

54.4

9

18

1

15

100

5

48.65

6

7

56

MAP 76-57A

441.

07(L

BA)

A

40

4040

VOL

22-9

5

50

49.13

111.65

64.70(SP)

40(P

)

FIR36

40

25

(Parks Dept )

32.82

25 25

48

25

S76°12'02"W14

193.

64(L

BA)

40

4040

100

40

4040

43

40

24.75

5.23

32.82

32.82

13

32.82

15

38

9 10

2518

16

PARCEL I

GO

VER

NM

ENT

MEA

ND

ER

40

CO

37

5

50.7

0

970 10 81

43.55

1.50

Bdy

40(P

)

33.56

26

40(P

) 47.00

23

100

40

40

FLO

RA A

V S

38

20

VOL 7-41

34

11

MM X

N33°

28'16

"E

Adj

100

40.0

0

47.49

UnitSubd

44

25

1

12

30

25

45.1

3

14

60.0

5

14

40

51

20

VAC S WHIPPLE ST29.9

92

A D D

GO

VERNM

ENT

MEA

NDER

LIN

E

30

CO 53964 40.83

53.10

H

92

VO 70513

212.8

7

30

15

5

162.32

107

12

30 30

7

154.76

269.23

MAP 90 - 48

2

17

30.00

1

89.36

92

8

728.87

4

179.21

VO 8817830

134.57

VOL 9- 34

3

VAC S AUSTIN ST

125.78

14

30

18

17

27.2

3

91.7

0

15

14

30

25

VO 114027

LINE

30

30

30

VO 8

8178

8 30

5.87

3015

LWV

3030

6.13

110

110

26

127.19

3030

28

3030

30

31

15

3030

30

2

30 31

260.

00

26.7

6

82.44

LWV

17 LWV

16

1613.06

30

2

25

91.59

VO 9

1349

50.08

3030

VO 8

8178

8

7

3030

QU

EEN

110

13

30

11 30

19.30

26

Subd

140.

11

77.07

3030

30VO

881

78

41

28.5

30

92.0

2

PARCEL 2

S49°52'11"E

16

54.4

5

13

28

47.2

1

LWV

16

39

30

30

100

22

16

25

134.84

350.

88

10

2

3

51.12

100

4

Ma

p 8

37-1

7

35.92

DO

599

90

Ease

men

t

16TH

AV

SSC

C 2

4073

4

16T H

A VS

CO

600

11M

AP

80

2- 5

167.

22

336.

2532

.78(

SP)

30

30

3030 12

28.5

LWV

100

10

5

30

235.

1265

9

VO 7

6159

28.5

VAC

15T

H C

T S

VAC

15T

H C

T S

PAC COAST

16

41

16

3030

15

30

25

140

12

25

117.

5 9

40

26.10

25

30

15

DO

516

73

40

VO 9

1438

65

E MARGINAL WY S

134.805

MAP 833 - 25

140.316

S45°00'17"E

40.0

13

160.00

40

167.00

18

48.4

3

VOL

13-2

8

25

45

25 25

10

25

S PORTLAND ST

35

40

203.68

200

100

No

8 6

0 05 2

325

28

30

PARCEL B

153.5

150.00

30

14.43

33.0

40

S RIVER ST

1

3030

5

25

25 8

3

100

5

100

14

377.64

40

358.89

40

40 40

DZU

93.74

44

15

143.00

GO

VERN

MEN

T M

EAN

DER

LI

NE

135.92

McL

AU

GH

L IN

' S

148.00

154.00

WA

TER

FRO

NT

AD

D

160.00

150.00

4

JRC

25

S CHICAGO ST

25

30

25

45.78

100

105

1

2

149.41

50

379.

92

41.9

3

139.20

75.3

1

117.68

193.85

32

33

27

100

32

28

98.34

50

12

125

3

22.7

6

31.00

31.00

43.5

1

49.9

8

33.29

4.13

N43°2

7'17"E

151.10

80

78

36

40.0

1

115.03

43.33123.84

25

20

25

100 32.82

14

I NDUS TR I AL

A DD

13

12

100

30

3

50

15

16

17

11.08

1.04

C

67.50

4

3

9

5

60.56

59.10

Su bd

60.50

A

BC

60.55

22.5

0

11.0

19.4

1

No3004289

30

AO

361

67

49.5

4 (LB

A)

74

RBC

64

25

25

24.69

11

40 40

114.27

124.

22

1210

22

100(P)

Lot Bdy Adj

4

No 8 40 59 47

MA

P 12

0-25

50

PARCEL A

60.55

38.8

3

20

51.97

6.26 32.82

21

VOL 21-65

18

40

6

3

0.69

A46.06

40

40

135.

00(P

)

131(P)

12

25

32.1

6

VAC S FONTANELLE ST

40

100

45.75

18

40

40

32

33

34

40

VOL

6-9

8

Bdy

4

3

42.29

30

25

2

32.82

VO 8299925

100

10

10

21

40

29

40

40

4040

4

3

4040

25

16.8

135(

P)37

121

FIR

ST A

DD

3

4

20

20

22

25 MM X

30

45.75

8

5

4A

D D

I T

I O

N

40

40

50

B

Short Subd

99.94

83 - 38 5

40VO

L 22

-97

2

25

WE S T E R L Y L I N E O F W

A T E R WA Y

4

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Greater DuwamishGreater DuwamishManufacturingManufacturing

IndustrialIndustrial

Dec 02 2015

DPD Map Books

No warranties of any sort, including accuracy, fitness, or merchantability accompany this product. Copyright 2012, All Rights Reserved, City of Seattle

Kroll Map Company is a registered trademark.

170

SITE

N


5

Site Context

King County International Airport

City Park

Highway

Bus Routes 60 & 124

Project Site6733 Carleton Ave S.

N


6

Survey

N


7

Existing Site & Neighborhood Context

Existing Site

Georgetown Neighborhood

Georgetown is home to a variety of cultures, activities and historic landmarks. The neighborhood is made up industrial warehouses, business corridors, museums, trade schools, breweries, and small residential blocks. Living spaces vary from loft style apartments, to small town-home developments and single family homes.

The project site’s existing structure is a 1870 sqft single family home with a garage accessed from the West alley. The site offers frontage on Carleton Ave S with alley access, view potential of Downtown Seattle from the proposed building’s third floors as well as rooftop decks, easy access to transit routes, close proximity to downtown and the airport.


8

Site Plan

12.00

125.12

49.94

2' ALLEY DEDICATION

2.00

10.00

2.13

46.50

12.50

29.00

7.00

5.00

5.00

9.67

3.50

7.50

3.50

9.67

4.00

4.92

49.96

16.00

2.21

4.16

20.50

UP LIGHT TYP.

1

2

3

4

5

6

NExisting Tree to Remain; Fagus Sylvatica/beech Trunk @ 17” DBH; Refer to Arborist Report From October 16, 2015

Existing Tree to be Removed; Pinus monticola / Western White Pine @ 17” DBH; Refer to Arborist Report From October 16, 2015

Existing Tree to be Removed; Prunus sargentii / Sargent cherry @ 14” DBH; Refer to Arborist Report From October 16, 2015

Existing Tree to be Removed; Pseudotsuga menziesii / Douglas-fir @ 17” DBH; Refer to Arborist Report From October 16, 2015

Existing Tree to be Removed; Tsuga canadensis / Canadien hemlock, @ 13,9” DBH; Refer to Arborist Report From October 16, 2015

Existing Tree to be Removed; Thuja plicata / western red cedar @ 13,9” DBH; Refer to Arborist Report From October 16, 2015


9

Surround Neighborhood Context Photos

1 2 3

4 5 6


10

Landscape Plan


11

Landscape Plant Selections

TREES SHRUBS/ GRASSES/ VINES

UNIT FRONTAGE & PATIO (UNIT 1,2)

Acer circinatumVine Maple

Prunus x hillieri ‘Spire’Spire Cherry

Mahonia x media ‘Charity’Charity Mahonia

Sarcococca ruscifoliaFragrant Sweet Box

Clematis armandiiClematis

Cornus sericea ‘Kelseyi’Kelsey’s Dwarf Kelseyi Red Osier Dogwood

Helictotrichon sempervirens Blue Oat Grass

Anemanthele lessoniana Pheasant’s Tail Grass

Hebe buxifolia ‘Nana’Boxwood Hebe


12


EXISTING TREE SHRUBS/ GRASSES/ GROUNDCOVERS

SOUTH EAST ENTRANCE

Fagus sylvaticaBeech

Taxus baccata ‘Repandens’Creeping Yew

Euphorbia amygdaloides var. robbiaeMrs. Robb’s bonnet



Pennisetum alopecuroides ‘Hameln’Dwarf Fountain Grass


13

TREES SHRUBS/ GRASSES

BIOPLANTER

UNIT FRONTAGE (UNIT 3,4,5)

Styrax obassiaFragrant Snowbell

Daphne odora ‘Aureo-marginata’Variegated Winter Daphne



Pennisetum alopecuroides ‘Hameln’Dwarf Fountain Grass

Carex pachystachyaChamisso Sedge



14

Vaccinium ovatumEvergreen Honeysuckle

Polystichum munitumSword Fern

Rhododendron ‘Cilpinense’Rhododendron

Carpinus betulus ‘Fastigiata’ Pyramidal European Hornbeam

TREES

SHRUBS/ VINES

SHRUBS/ FERNS

NORTH BUFFER

SOUTH FRONTAGE

Acer circinatumVine Maple

Hydrangea anomala subsp. petiolarisClimbing Hydrangea




15

2' ALLEY DEDICATION

EXTERIOR SCONCE TYP.

UP LIGHT TYP.

PATH LIGHT TYP.

Exterior Lighting Plan & Lighting Selections

Up Light

Path Light

Exterior Sconce

N

Unit 1

Unit 2

Unit 3Unit 4

Unit 5


16

Unit 1 & 2 Floor Plans

N


17

Unit 1 & 2 Floor Plans

N


18

Unit 3, 4 & 5 Floor Plans

N


19


N


20


N


21


N


22

Unit 1&2 Exterior Elevations & Material Selections

Cedar Siding

Hardie Panel & LapSW7020 Black Fox

Hardie Panel SW7011 Natural Choice

Hardie Panel & LapSW7018 Dovetail

WEST ELEVATION

NORTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION


23

Unit 2, 3 & 4 Exterior Elevations & Material Selections

Cedar Siding

Hardie Panel & LapSW7020 Black Fox

Hardie Panel SW7011 Natural Choice

Hardie Panel & LapSW7018 Dovetail

WEST ELEVATIONNORTH ELEVATION

SOUTH ELEVATION EAST ELEVATION


24

Window Study - Neighbor’s South Elevation - Project’s North Elevation


25

Window Study - Neighbor’s North Elevation - Project’s South Elevation


26

Perspectives


27

Perspectives


28

Perspectives


29

Section

Den Bath Bedroom

Master Bath

W.I.C Master

LivingKitchen

Finish Floor Finish Floor

Landscape Used to Screen Project From Neighbors

Landscape Used to Screen Project From Neighbors

5’ Privacy Fence on Property Line

5’ Privacy Fence on Property Line

Proposed ProjectSouth Neighbor North Neighbor

4’ Privcy Fence Between Units

Unit 3


30

Design Guidelines

CS1 NATURAL SYSTEMS AND SITE FEATURES

D. Plants and Habitat

Response: The proposed development features a variety of plantings to define pedestrian corridors, private space and provide a color palate throughout the site. The proposed development will utilize the southeast existing tree as a focal point to help define the pedestrian path. Additional setbacks, up-lighting and lower under plantings with provide an inviting entry from Carleton Ave into the site. The triplex western lower façade will be landscaped with vines to help soften the auto entry experience while strengthening vegetation presence from the alley ROW. Internally, plants have been selected and located to define private patios and the perimeter has been landscaped with a mixture of shrubs and trees to help screen the building scale.

CS2 URBAN PATTERN AND FORM

D. Height Bulk and Scale Response: The site has been split up into two buildings. A duplex fronts on Carleton. This provides a building properly scaled to the neighborhood while proving additional side yard space to retain an existing tree and provide additional landscaping space. A triplex is proposed and sides internal to the site. This provides opportunity to activate a pedestrian pathway used to access the units from both Carleton Ave S and the surface parking from the alley. The proposed units did not maximize the setbacks in lieu of creating more open space near triplex entries. Splitting the site into two structures reduces the overall footprint and bulk of the project.

CS3 ARCHITECTURAL CONTEX AND CHARACTER

A. Emphasizing Positive Neighborhood Attributes

Response: The existing neighborhood is a mix of contemporary and older structures and materials. One of the strengths of the Georgetown Neighborhood design is the consistent connection from the units to the public edge. The proposed development was designed so each unit felt a strong connection to the public edge.


31

Design Guidelines

PL1 OPEN SPACE AND CONNECTIVITY

C. Outdoor Use and Activities

Response: The units have been designed to maximize the relationship to useable amenity space and open space. The front units (duplex off Carleton Ave) have been designed to have living a kitchen on the ground level to help activate the relationship to Carleton as well as great access to private patio space. The internal units (triplex off pedestrian path) was designed with a den/office off the entry with kitchen on top floor. The den/office on the lower floor provides great access to a smaller private patio and the living on the upper floor provides great living access to the roof top deck. Each unit has access to usable open space easily accessible from a public living area.

PL2 WALKABILITY

B. Safety and Security

Response: Units and spaces have been designed with safety and security in mind. The duplex provides “eyes on” Carleton Ave while the triplex provides “eyes on” the site from alley through to Carleton Ave S. In addition, exterior lighting has been proposed (and not to shine into neighboring properties).

PL3 STREET LEVEL INTERACTION

A. Entries and Residential Edges

Response: Each entry is located either off Carleton Ave S or the internal pedestrian pathway. Additional setbacks, along the south property line, were designed to increase the path space allowing for a strong internal entry sequence. Also, each unit will be designed to incorporate a front door awning. In addition, to increasing some side yard setbacks, plantings are used to buffer neighboring properties.


32

Design Guidelines

DC1 PROJECT USES AND ACTIVITIES

C. Parking and Service Uses

Response: In order to minimize the presence of the car, parking is proposed off the alley. Once parked, the site is a pedestrian experience highlighted through a landscaped pedestrian corridor to the front doors of each unit.

DC2 ARCHITECTURAL CONCEPT

A . MassingB. Architectural and Façade CompositionC. Secondary Architectural Features

Response: Massing of the buildings has been organized to demarcate entrances and create open exterior spaces for residents. In addition, a large existing tree will be retained or replaced to help identify the pedestrian path entry and help building scale.

Each unit will have a high glazing percentage on the front façade. This additional glazing and window detailing will provide a strong architectural, element, material change while providing natural light into the home. The buildings have an 18 inch modulation. This provides logical places for color and material change helping to identify individual units.

Awnings, roof top deck, patios, hedges and small fences are secondary features that will identify individual units and delineate private and public open spaces.

DC3 OPEN SPACE

A. Building Open Space Relationship

Hierarchies of open spaces are designed to define entry sequence, private spaces and buffer to neighbors. Combined with 225 shrubs 20 new trees are proposed while retaining a large existing tree, the planting palette will provide year round color.

Each unit will have a roof top deck for an opportunity for private outdoor space and views of downtown Seattle.


33DC4 EXTERIOR ELEMENTS AND MATERIALS

A. Exterior Element’s and Finishes

Response: Durable, long lasting materials will be used throughout the project.The material palette consists of fiber cement panel, lap siding, cedar and large glazing. The color palette uses a saturated charcoal and a warm white to attract the eye. Neutralgrays are used in a playful manner which belies their usual coolness in tone.The cedar provides additional warmth along the first floor.

C. Lighting

Response: Selections of pathway lighting, sconces and wall fixtures all work together to increase safety on site, inform pedestrians of entry locations and increase usability of the outdoor spaces.

D. Trees, Landscape and Hardscape Materials

Response: The landscaping will enhance the buildings and site by creating a backdrop of trees, shrubs and perennials to complement the building’s architecture and break down the visual mass. The landscaping along Carleton Ave S provides an inviting entry to the duplex front doors as well as the internal homes. The internal home’s front yards will be defined by the combination of 3.5 ft tall blue oat grass, fountain grasses, and elevated bioplanters. Hardscape paths are proposed to be pervious pavers which will provide texture and warm to the pedestrian experience.

Design Guidelines


34

Previous Work


35

february 24, 2016 - seattle · february 24, 2016. 6733 carleton ave s. esn reve. 2. table of...

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