A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4...

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1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t . n e . . 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O I A S T R E E T S A U S A L I T O N C A 9 4 9 6 5 3 0 C A L E D O I A S T R E E T S A U S A L I T O N C A 9 4 9 6 5 3 0 C A L E D O I A S T R E E T S A U S A L I T O N C A 9 4 9 6 5 3 0 C A L E D O I A S T R E E T S A U S A L I T O N C A 9 4 9 6 5 3 0 C A L E D O I A S T R E E T S A U S A L I T O N Lind APN 065-163-38 Dec. 6 2018 Encr. Agreement A1 Deck & Stair remodel 87 San Carlos Avenue Sausalito, California 3-4-19 rev. 4-1-19 rev. 5-31-19 rev. 5-17-19 rev. 9-24-19 ROS update apn 06-516-315 sweet briar lane N47°29'51"W N53° 36' 51"W N62° 53' 12"E 118.99' N77° 10' 33"E 77.13' N77° 34' 15"W 109.90' camellia 24" oak 18" rdwd 14" tree maple STRUCTURE 20.77' N47°29'51"W 20.44' 14" oak 9" mag 24" oak 18" oak R=62.47' L=67.05' gravel parking area 14" oak 14" oak gravel path gravel path 24" oak ne 18" oak 24" oak j.maple San Carlos Avenue STRUCTURE bay 10" bay 14" oak 27'-5" 35'-2" 2'-9" 1'-2" 288.32' 279.9' ff 279.9' ff 244'-3" 249'-3" footing conc. wall mtl rail wood fence rock wall conc. wall rock wall conc. wall 6' wood fence steel stairs 2' rock wall 2' rock wall edge of pavement edge of pavement edge of pavement edge of pavement edge of pavement 2' rock wall 2' rock wall 2' rock wall 5' req. sideyard setback 15' req. rear yard setback 15' req. rear yard setback (e) spa leaning oak tree (e) mtr (e) mtr walkway on grade (e) steps on grade (e) walk on grade area of (e) encroachment (115 sq.ft.) property line (e) wood trellis (e) cobblestone swale 1st Floor deck 2nd Floor deck UP Plan North 12'-6" paved alley conc. parking deck conc. patio 60' right of way elec. mtr gas mtr 290' 285' 285' 280' 275' 270' 265' 260' 255' 250' 245' 245' 250' 255' 260' 265' 27 27 280 285 True North (2) 23"dx20"w trash cans down UP UP down UP UP UP UP UP 87 SAN CARLOS apn 065-163-38 N53° 36' 51"W N62° 53' 12"E 118.99' camellia 24" oak 18" rdwd 14" tree maple 14" oak 9" mag 24" oak 18" oak R=62.47' L=67.05' gravel parking area 14" oak 14" oak 24" oak 18" oak 24" oak San Carlos Avenue bay 27'-5" 2'-9" 271.0' ff +/- 279'-9" 254'-3 1/2" 244'-3 1/2" 266'-2" 269'-11" 247'-10" 248'-6" edge of pavement edge of pavement edge of pavement 2' rock wall 2' rock wall 15' req. rear yard setback gate (e) deer fence (n) guard (n) guard (n) steps on grade (n) +/-2' ret. wall (n) ret. wall (n) ret. wall (n) ret. wall bench (n) ret. wall (n) ret. wall planter (n) ret. wall replace. (e) steps (e) mtr (e) mtr steps on grade (n) 42" high ret. wall (n) steps on grade area of (n) encroachment (130sq.ft.) property line (n) 51" high ret. wall Work inside the bubble outline was approved under Zoning Permit #2018-00391, & Building Permit # B2018-1182 provide contrasting strip on last step (e) cobblestone swale 1st Floor deck 2nd Floor deck 60' right of way elec. mtr gas mtr SS c.o. 260' 255' 250' 245' 245' 250' 255' 260' 265' 27 27 UP replace (e) stone tile & WP memb. on stairs and deck down UP UP UP UP UP UP UP UP gravel walk gravel walk gravel walk dw 4 A2 planter UP 87 SAN CARLOS apn 065-163-38 18" oak 3'-6" 4'-1" 6'-9" 5'-2" 2'-6" (e) 244.2' 254'-0" fin. 253'-0" fin. 252'-0" fin. 251'-0" fin. 250'-0" fin. 250'-0" fin. 248'-6" fin. 248'-6" fin. 247'-10" fin. 247'-10" fin. 247'-10" fin. 244'-3 1/2" fin. 250'-6 1/2" fin. 247'-5" fin. 244'-11" fin. edge of pavement (e) fence basalt veneer wall 42" high basalt veneer wall w/ basalt slab cap 51" high basalt veneer wall colored conc. walk +/- 7 1/2" rise, 11" run handrail handrail +/- 7 1/2" rise (typ.) handrail +/- 7 1/2" rise 11" run (n) street numbers property line edge of pavement existing stair (dashed) to be removed area of encroachment 2" weep holes @ 2'-0" o.c. diannela, planter (n) ferns jasmine hedge (e) vegetation to remain Work this side the bubble outline was approved under Zoning Permit #2018-00391, & Building Permit # B2018-1182 slope street landing to continue (e) drainage both sides, slope 2% max (e) drainage swale slope landing to continue (e) drainage both sides, slope 2% max edge of pavement (e) cobblestone swale contrass. strip this step 249' 248' 251' 250' 245' 247 246 245 down down down down colored conc. landing colored conc. landing 250' 254' 253' 252' 251' 247' (e) w.m. (e) e.m. planter 4 A2 down down colored conc. landing slope slope 4 4 SCALE: 1/8" = 1'-0" 1 Existing Site Plan SCALE: 1/8" = 1'-0" 2 Proposed Site Plan SCALE: 3/8" = 1'-0" 3 Encroachment Area Detail Plan

Transcript of A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4...

Page 1: A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O IA S T R E E T

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APN 065-163-38

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A1

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3-4-19 rev.

4-1-19 rev.

5-31-19 rev.

5-17-19 rev.

9-24-19 ROS update

apn 06-516-315

sweet

briar la

ne

N47°

29'51

"W

N53°

36' 5

1"W

N62° 53' 12"E 118.99'

N77° 10' 33"E 77.13'

N77°

34' 1

5"W

109

.90'

camellia

24" oak18" rdwd

14" tree

maple

STRUCTURE

20.77

'

N47°29'51"W

20.44'

14" oak

9" mag

24" oak

18" oak

R=62.47' L=67.05'

gravel parking area14" oak

14" oak

gravel

path

gravel path 24" oak

prop

erty l

ine

18" oak

24" oak

j.maple

San Carlos Avenue

STRUCTURE

bay

10" bay

14" oak

27'-5"

35'-2"

2'-9"

1'-2"

288.32'

279.9' ff

279.9' ff

244'-3"

249'-3"

footing

conc. wall

mtl railwood fence

rock wall

conc. wall

rock wall

conc. wall

6' wood fence

steel stairs

2' rock wall

2' rock wall

edge of pavement

edge of pavement

edge of pavement

edge of pavement

edge of pavement

2' rock wall

2' rock wall

2' rock wall

5' req. sideyard setback

15' req. rearyard setback

15' req. rearyard setback

(e) spa

leaning oak tree

(e) mtr

(e) mtr

walkwayon grade

(e) steps on grade

(e) walk on grade

area of (e) encroachment (115 sq.ft.)

property line

(e) wood trellis

(e) cobblestoneswale

1st Floor deck

2nd Floor deck

UP

Plan North 12'-6"

paved all

ey

conc. parking deck

conc. patio

60' right of way

elec. mtr gas mtr

290'

285'

285'

280'

275'

270'

265'

260'

255'

250'

245'

245'

250'

255'

260'

265'

270'

275'

280'

285'

True North

(2) 23"d

x20"w

trash cans

down

UP

UP

down

UP

UP

UP

UP

UP

87 SAN CARLOSapn 065-163-38

N53°

36' 5

1"W

N62° 53' 12"E 118.99'

camellia

24" oak

18" rdwd

14" tree

maple

14" oak

9" mag

24" oak

18" oak

R=62.47' L=67.05'

gravel parking area14" oak

14" oak

24" oak

18" oak

24" oak

San Carlos Avenue

bay

27'-5"

2'-9"

271.0' ff

+/- 279'-9"

254'-3 1/2"

244'-3 1/2"

266'-2"269'-11"

247'-10"

248'-6"

edge of pavement

edge of pavement

edge of pavement

2' rock wall

2' rock wall

15' req. rearyard setback

gate

(e) deer fencew/ metal post

(n) guard

(n) guard

(n) steps on grade

(n) +/-2' ret. wall

(n) ret. wall

(n) ret. wall

(n) ret. wall

bench

(n) ret. wall

(n) ret. wallplanter

(n) ret. wall

replace. (e) steps

(e) mtr

(e) mtr

steps on grade

(n) 42" high ret. wall

(n) steps on grade

area of (n) encroachment (130sq.ft.)

property line

(n) 51" high ret. wall

Work inside the bubble outline wasapproved under Zoning Permit #2018-00391,

& Building Permit # B2018-1182

provide contrastingstrip on last step

(e) cobblestoneswale

1st Floor deck

2nd Floor deck

60' right of way

elec. mtr gas mtr SS c.o.

260'

255'

250'

245'

245'

250'

255'

260'

265'

270'

275'

UP

replace (e) stone tile & WP memb.on stairs and deck

down

UPUP

UP

UP

UP

UP

UP

UP

gravelwalk

gravelwalk

gravelwalk

dw

4A2

planter

UP

87 SAN CARLOSapn 065-163-38

18" oak

3'-6"

4'-1"

6'-9"

5'-2"

2'-6"

(e) 244.2'

254'-0" fin.

253'-0" fin.252'-0" fin.

251'-0" fin.

250'-0" fin.

250'-0" fin.

248'-6" fin.

248'-6" fin.

247'-10" fin.

247'-10" fin.

247'-10" fin.

244'-3 1/2" fin.

250'-6 1/2" fin.

247'-5" fin.

244'-11" fin.

edge of pavement

(e) fence

basaltveneer wall

42" high basalt veneerwall w/ basalt slab cap

51" high basaltveneer wall

colored conc. walk

+/- 7 1/2" rise, 11" run

handrail handrail

+/- 7 1/2" rise (typ.)

handrail+/- 7 1/2" rise

11" run

(n) street numbers property line

edge of pavement

existing stair (dashed)to be removed

area of encroachment

2" weep holes @ 2'-0" o.c.

diannela, planter

(n) ferns

jasmine hedge

(e) vegetationto remain

Work this side the bubble outline wasapproved under Zoning Permit #2018-00391,

& Building Permit # B2018-1182

slope street landing tocontinue (e) drainage

both sides, slope 2% max

(e) drainage swale

slope landing to continue (e) drainage both sides,

slope 2% max

edge of pavement

(e) cobblestoneswale

contrass. stripthis step

249'

248'

251'

250'

245'

247

246

245

downdown

down

down

colored conc. landing

colored conc. landing

250'

254'

253'

252'

251'

247'

(e) w.m.

(e) e.m.

planter

4A2

downdown

colored conc. landing

slope

slope

4

4

SCALE: 1/8" = 1'-0"1 Existing Site Plan

SCALE: 1/8" = 1'-0"2 Proposed Site Plan

SCALE: 3/8" = 1'-0"3 Encroachment Area Detail Plan

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Dec. 6 2018 Encr. Agreement

A2

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3-4-19 rev.

4-1-19 rev.

5-31-19 rev.

5-17-19 rev.

9-24-19 ROS updatesteps behind wall

(e) grade

basalt veneer wall

basalt veneer wall

(e) grade

handrail, metal painted black

248'-6" wall

250'-0" wall

4'-3"

3'-6"

2" basalt slab top

basalt veneer wall

concrete steps beyond

basalt veneer wall beyond

conc. landing

concrete steps

basalt veneer wall

handrail, metal painted black

+/- 244'-4" landing

247'-10" planter

248'-6" wall

250'-0" wall

+/-244'-3" landingslope for drainage

steps

(e) grade

basalt veneer wall

basalt veneer wall beyond

2" basalt slab top

handrail, metal painted black

250'-0" wall

248'-6" wall

+/-244'-4" street

247'-10" planter

9"1 1/2" 6"

1 1/2"

2 1/2"

3'-6"

(n) conc. slope for drainage per plan

+/- 2" stone veneer

8" concrete wall, SSD

12" wide, 3/4" drain rock wrappedin filter fabric, Mirafi 140N

4" dia. perf. SDR35 sched. 40pipe to 2" weeps @ 2' o.c.

2" x 9" stone slab ontop w/ 1/4" eased edge

2 1/2"t x 4"w top

Miradrain 2000 drain. comp.

raised planter247'-9" top of wall

244'-3" street

4

4

4

SCALE: 3/4" = 1'-0"1 Street Steps: Right ElevationSCALE: 3/4" = 1'-0"3 Street Steps: Street Elevation

SCALE: 3/4" = 1'-0"2 Street Steps: Left ElevationSCALE: 1 1/2"= 1'-0"4 Planter Wall Detail

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Dec. 6 2018 Encr. Agreement

A3

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Saus

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3-4-19 rev.

4-1-19 rev.

5-31-19 rev.

5-17-19 rev.

9-24-19 ROS update

edge of pavement

steel stairs

pavedalley

concretedeck

rockwall

N47°29'51"W

N53° 36' 51"W

N62° 53' 12"E 118.99' 60' RIGHT OF WAY

N77° 34' 15"W 109.91'

railing atdeck edge

20"tree

5"oak

multi-trunktree

24"oak

18"rdwd

footing

10"multi-trnk

bay

14"tree

multi-trunkbay

wood wire

fence

12.50'

245

244

246247248249

250

255

260

265

270

275

290

285

285

270

265

260

255

250

245

245

245

255

255

255

267

273 272271

263262

261

259258

257256

254253

252

251

267

266

264

263

262

261

259

258

257

256

254

252

283

284

286

287

288

289

291

292

293

294

295

244

267265270

244

3.07'

lndgelev=

288.32

footing

concreteparking

deck

step

lndgelev=279.8

6' wood

fence

20.77'

N2°49'58"W

20.44'

6' woodfence

<<ff sill=279.9'

<<ff sill=279.9'

5"oak

5"oak

rockwall

14"oak

2' rockwall

2' rock

wall

2' rock

wall

2' ro

ckw

all

wood stairs

14"oak

2' rock

wall

9"mag

24"oak

18"oak

edge

of

pave

men

t

edge

of

pave

men

t

edge of

pavement

edge of

pavementR=62.47'D=61°29'47"L=67.05'

gravel parkingarea

gravel parkingarea

14"oak

2' rockw

all

2' ro

ckw

all

6' ro

ckco

nc. w

all

edge of

pavement

14"oak

0.64'

1.19'

0.73'

3.14'

30.27'

23.44'

gravel path

gravel path

2' rockw

all

24"oak 14"

oak

ff sil

l=27

1.0'

>>

deck

edg

e

24"oak

property line

property line

18"oak

E

12.50'

24"oak

3"elm

12"tree

metalrail

drain el=279.7

conc. wallconc. wall

conc. wall

j.maple

277

S10°

42'

51"

W17

.75'

S2° 4

7' 5

1"W

31.7

1'

S10° 03' 09"E35.80'

S22° 40' 09"E

17.57'

S39° 09' 09"E

15.16'

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Dec. 6 2018 Encr. Agreement

A4

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87 S

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Saus

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3-4-19 rev.

4-1-19 rev.

5-31-19 rev.

5-17-19 rev.

9-24-19 ROS update

NOVEMBER 2014

BLS SURVEYING & MAPPING