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Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
4/4/2017
T1.0 TITLE SHEET
PROJECT SITE010-191-008314 INDIO DRIVEPISMO BEACH, CA
N
SHELL BEA
CH R
D
INDIO DR
HWY
1 / 1
01
HERM
OSA
DR
FLOR
IN ST
INDIO
DR
SEARIDGE C
T
ENCANTO AVE
EL
DO
RA
DO
WA
Y
PROJECT DIRECTORY
A.P.N.: 010-191-008 PROJECT DESCRIPTION:
DEMOLITION OF EXISTING 4 BD/2.5BA WITH 2-CAR GARAGESINGLE FAMILY RESIDENCE.
CONSTRUCTION OF NEW 3 BED 4.5 BATH SINGLE FAMILYRESIDENCE WITH TANDEM 4-CAR GARAGE LOCATED AT314 INDIO DRIVE, SHELL BEACH, CA.
SITE STATISTICS:PROJECT ADDRESS: 314 INDIO DRIVE SHELL BEACH, CAFRONT SETBACK: 20 FTSIDE YARD SETBACK: 10% LOT WIDTH OR MAX 5 FTALLOWABLE LOT COVERAGE: 4,180 SF (55%)MAX ALLOW TOTAL BUILDING FLOOR AREA: 2700 (86%) + (7,600-2700)(60%) = 5262 SFMIN. PLANTING & VEGETATION AREA: 1520 SF (20%)
EXISTING TO DEMO:LOT AREA: 7,600 SFLOT COVERAGE (SF): 2,262 SFLOT COVERAGE (55% ALLOW): 29 %EXISTING FOOTPRINT: 2,262 SFEXISTING ROOMS: 4 BED, 2.5 BATH
PROPOSED:ZONING: R-1LOT AREA: 7,600 SFLOT COVERAGE (SF): 3,527 SF LOT COVERAGE (55% ALLOW): 46 %BUILDABLE AREA: 4,528 SFPROPOSED BUILDING FLOOR AREA: 2,918 SFPROPOSED ROOMS: 3 BED, 4.5 BATH
SHEET INDEXVICINITY MAP
JANKU - KAMINSKI RESIDENCESHELL BEACH, CA
OWNER:FRANK JANKU & DEBBIE KAMINSKI231 ENCANTO AVEPISMO BEACH, CA 93449
PHONE: (805) 748-1819EMAIL: [email protected]
ARCHAEOLOGY CONSULTANT:C.A. SINGER & ASSOCIATESPO BOX 99CAMBRIA, CA 93428CONTACT: CLAY SINGER
PHONE: (805) 927-0455
CIVIL ENGINEER:ASHLEY & VANCE ENGINEERING1413 MONTEREY STREETSAN LUIS OBISPO, CA 93401CONTACT: KEN BROWN
PHONE: (805) 545-0010FAX:EMAIL: [email protected]
ARCHITECT:ISAMAN DESIGN, INC.1027 MARSH STREET STE. 200SAN LUIS OBISPO, CA 93401CONTACT: BILL ISAMAN
PHONE: (805) 544-5672FAX: (805) 544-5642EMAIL: [email protected]
SURVEYOR:MBS LAND SURVEYS3563 SUELDO ST. UNIT QSAN LUIS OBISPO, CA 93401CONTACT: MIKE STANTON
PHONE: (805) 594-1960CELL: (805) XXX-XXXXEMAIL: [email protected]
SOILS ENGINEER:GEO SOLUTIONS440 HIGH STREETSAN LUIS OBISPO, CA 93401CONTACT: KRAIG CROZER
PHONE: (805) 543-8539FAX:EMAIL: [email protected]
T1.0 TITLE SHEETA0.0 COLOR & MATERIALS BOARDA1.0 EXISTING SITE PLAN / SURVEY (DEMO EXISTING)A2.0 PRELIMINARY GRADING & DRAINAGE PLANA3.0 PROPOSED SITE PLANA4.0 FLOOR PLANSA5.0 PERSPECTIVESA6.0 EXTERIOR ELEVATIONSA7.0 SITE SECTION/HEIGHT CALCA8.0 LANDSCAPE PLAN
PROJECT DATA
BUILDING STATISTICS:LOWER LEVEL (CONDITIONED): 1,865 SFUPPER LEVEL (CONDITIONED): 2,918 SF
TOTAL CONDITIONED: 4,783 SF
GARAGE 4-CAR (UNCONDITIONED) 1,035 SF
COVERED DECKS: 527 SF
OCCUPANCY GROUP: R-1CONSTRUCTION TYPE: TYPE V-BNUMBER OF STORIES: 2FIRE SPRINKLERS REQ'D: YES
SITE BUILDING CALCULATIONS:LOT SIZE: 7600 S.F.
BUILDING FOOTPRINT: 3440 S.F.AREA OF DECK OVER SETBACK: 87 S.F.TOTAL LOT COVERAGE: 3527 S.F.
ALLOWABLE LOT COVERAGE = 55% OF LOT SIZE7,600 (.55) = 4,180 > 3,527 S.F.
MAXIMUM BUILDING AREA ALLOWED:2700 (.86) = 2322 S.F.4900 (.6) = 2940 S.F.
5,262 S.F.
BUILDING FLOOR AREA = 2,918 S.F. < 5,262 S.F.
HEIGHT LIMIT: 15' FROM THE HIGHEST POINT OF THE ROOF TOTHE HIGHEST POINT ON SITE GRADE AND NO MORE THAN 25'WHEN MEASURED FROM THE HIGHEST POINT OF THE ROOFABOVE THE CENTER OF THE BUILDING FOOTPRINT AT SITEGRADE
EXISTING GRADE.: 49.02' + 15' = 64.02' (MAX HEIGHT)PROPOSED HEIGHT: 64.0'
REQUIRED PLANTING & VEGETATION AREA: 1520 SF (20%)PROPOSED PLANTING & VEGETATION AREA: 1629 SF (21%)
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A0.0 COLOR & MATERIALS BOARD
SPLIT FACEDLIMESTONE WALL
SMOOTH FINISH STUCCO"BISQUE" BY MERLEX
COMPOSITE WOOD SIDING"SIAM" BY RESYSTA
NEOLITH PANELSBASALT BLACK
FRONT PERSPECTIVE FROM INDIO DRIVE
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A1.0 EXISTING SITE PLAN/ SURVEY (BY OTHERS)
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A2.0 PRELIMINARY GRADING & DRAINAGE PLAN
G G G G G G G G G
(E) WOOD DECK
(E) RESIDENCE
(E) SHED
41.73 FS
48.77 FG
52.25 FF
MAIN FLOOR
41.75 FF
BASEMENT
SD
SD
SD
SD
SD
SD
SD
SD
44.60 IE44.60 IE
47.25 FF
ENTRY
52.25 FF
MAIN FLOOR
47.23 FS
46.98 FS
41.75 FS
41.75 FS
41.55 FS
49.49 FS
45
44
43
47
48
48
42
46
48.72 FG
46.90 FG
46
46.62 EG
47.43 EG
48.24 EG
48.96 EG
46.61 EG
46.98 EG
47.06 EG
48.90 EG
46.15 EG
47.94 EG
45.77 EG
46.39 EG
48.96 EG
48.93 EG
Ashl
ey&V
ance
G,
C
14
13
M
on
te
re
y S
tre
et
Sa
n L
uis O
bisp
o, C
A 9
34
01
(8
05
) 5
45
-0
01
0 (3
23
) 7
44
-0
01
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ww
.a
sh
le
yv
an
ce
.c
om
C I V
I L
S
T
R
U
C
T
U
R
A
L
SITE CONSTRUCTION NOTES:
4" CONCRETE PCC FLATWORK.
CMU RETAINING / SCREEN WALL. REFER TO STRUCTURAL PLANS.
CONCRETE PAVER STEPS
CONCRETE PATIO
DRIVEWAY
NEW SIDEWALK
STORM DRAIN CONSTRUCTION NOTES:
4" ROOF DRAIN PER ARCHITECTURAL PLANS. CONNECT TO STORM DRAIN LINE.
INSTALL 4" PVC STORM DRAIN LINE AT 1% MINIMUM SLOPE PER MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS.
CONNECT STORM DRAIN TO SIDEWALK UNDERDRAIN.
INSTALL 6" PVC STORM DRAIN LINE PER MANUFACTURERS SPECIFICATIONS AND
RECOMMENDATIONS.
INSTALL NDS 18" X 18" CATCH BASIN AND TRAFFIC RATED GRATE PER MANUFACTURER'S
RECOMMENDATIONS.
INSTALL 4" HDPE STORMWATER FORCE MAIN FROM PUMP STATION.
STORM WATER VAULT FOR SUMP PUMP(S) AND FORCE MAIN FEED.
INSTALL AREA DRAIN.
ROCK LINED SWALE, SLOPE AT A MINIMUM OF 2%.
NDS BUBBLE UP OUTLET
010 10 20
HORIZONTAL SCALE: FEET
N
1
SD7
48.70 TG
46.02 IE
48.50 TG
45.83 IE
SD1
46.90 TG
45.20 IE
SD1
46.90 TG
45.18 IE
SD1
41.64 TG
39.55 IE
SD5
41.64 TG
39.42 IE
SD5
41.36 TG
39.52 IE
SD8
48.50 TG
46.25 IE
SD1
48.90 TG
46.90 IE
SD8
52.11 TG
SD3
41.72 TG
40.25 IE
SD3
41.75 TG
39.39 IE
SD1
39.58 IE
39.36 IE
39.28 IE
39.33 IE
46.50 IE
44.97 IE
45.18 IE
45.81 IE
8%
MA
X
(P) RESIDENCE
1
%
1
%
1
%
1
%
1
%
SD2
SD6
SD2
UNCOVERED
COURTYARD
2%
2%
SD3
SD3
2
%
2%
2
2
2
2
3%
M
IN
3%
M
IN
GARAGE
2
3
4
GRADE BREAK
2%
2% 2%2%
2%
SD9
5%
5%
5%
SD2
5
6
SD2
SD2
SD2
48.70 TG
46.02 IE
SD8
SD8
ENTRY
SD10
GG
GG
GG
GG
G
(E
) W
OO
D D
EC
K
(E
) R
ES
ID
EN
CE
(E
) S
HE
D
41
.7
3 F
S
48
.7
7 F
G
52
.2
5 F
F
MA
IN
F
LO
OR
41
.7
5 F
F
BA
SE
ME
NT
SD SD SD SD
SD SD SD
SD
44
.6
0 IE
44
.6
0 IE
47
.2
5 F
F
EN
TR
Y
52
.2
5 F
F
MA
IN
F
LO
OR
47
.2
3 F
S
46
.9
8 F
S
41
.7
5 F
S
41
.7
5 F
S
41
.5
5 F
S
49
.4
9 F
S
45
44
43
47
48
48
42
46
48
.7
2 F
G
46
.9
0 F
G
46
46
.6
2 E
G
47
.4
3 E
G
48
.2
4 E
G
48
.9
6 E
G
46
.6
1 E
G
46
.9
8 E
G
47
.0
6 E
G
48
.9
0 E
G
46
.1
5 E
G
47
.9
4 E
G
45
.7
7 E
G
46
.3
9 E
G
48
.9
6 E
G
48
.9
3 E
G
Ashley&VanceG, C
1413 Monterey Street
San Luis Obispo, CA 93401
(805) 545-0010 (323) 744-0010www.ashleyvance.com
C I V I L S T R U C T U R A L
SIT
E C
ON
ST
RU
CT
IO
N N
OT
ES
:
4" C
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CR
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7
48
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48
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46
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1
41
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41
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5
41
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SD
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48
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48
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46
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8
52
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3
41
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40
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SD
3
41
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39
.3
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SD
1
39
.5
8 IE
39
.3
6 IE
39
.2
8 IE
39
.3
3 IE
46
.5
0 IE
44
.9
7 IE
45
.1
8 IE
45
.8
1 IE
8%
MAX
(P
) R
ES
ID
EN
CE
1
%
1
%
1
%
1
%
1
%
SD
2
SD
6
SD
2
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CO
VE
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CO
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TY
AR
D
2%
2%
SD
3
SD
3
2
%
2%
2
2
2
2
3% MIN
3% MIN
GA
RA
GE
2
3
4
GR
AD
E B
RE
AK
2%
2%
2%
2%
2%
SD
9
5%
5%
5%
SD
2
5
6
SD
2
SD
2
SD
2
48
.7
0 T
G
46
.0
2 IE
SD
8
SD
8
EN
TR
Y
SD
10
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
4/4/2017
A3.0 PROPOSED SITE PLAN
47
48
47
46
45
44
46
47
47
47
47
UP
UP
DN
2'-
0"
20
'-0
"
5'-0"
5'-0"
1'-
0"
10
'-0
"
6'-
0"
PATIO30'-0"X 15'-6"
UP
UP
S2
0°3
7'0
0"W
10
0.0
'S2
0°3
7'0
0"W
10
0.0
'
N69°23'00"W 75.02'
INDIO DRIVE
DRIVEWAY"NO MOW" LAWN AREA
N69°23'00"W 75.02'
APPROXIMATELOCATION OFNEIGHBORING
RESIDENCE
APPROXIMATELOCATION OFNEIGHBORING
RESIDENCE
PROPOSED RESIDENCE010-191-008
LOWER LEVEL F.F. - 41.75'MAIN LEVEL F.F. - 52.25'
SCALE 1/8" = 1'-0"
PROJECT DATA
A.P.N.: 010-191-008 PROJECT DESCRIPTION:
DEMOLITION OF EXISTING 4 BD/2.5BA WITH 2-CAR GARAGESINGLE FAMILY RESIDENCE.
CONSTRUCTION OF NEW 3 BED 4.5 BATH SINGLE FAMILYRESIDENCE WITH TANDEM 4-CAR GARAGE LOCATED AT314 INDIO DRIVE, SHELL BEACH, CA.
SITE STATISTICS:PROJECT ADDRESS: 314 INDIO DRIVE SHELL BEACH, CAFRONT SETBACK: 20 FTSIDE YARD SETBACK: 10% LOT WIDTH OR MAX 5 FTALLOWABLE LOT COVERAGE: 4,180 SF (55%)MAX ALLOW TOTAL BUILDING FLOOR AREA: 2700 (86%) + (7,600-2700)(60%) = 5262 SFMIN. PLANTING & VEGETATION AREA: 1520 SF (20%)
EXISTING TO DEMO:LOT AREA: 7,600 SFLOT COVERAGE (SF): 2,262 SFLOT COVERAGE (55% ALLOW): 29 %EXISTING FOOTPRINT: 2,262 SFEXISTING ROOMS: 4 BED, 2.5 BATH
PROPOSED:ZONING: R-1LOT AREA: 7,600 SFLOT COVERAGE (SF): 3,527 SF LOT COVERAGE (55% ALLOW): 46 %BUILDABLE AREA: 4,528 SFPROPOSED BUILDING FLOOR AREA: 2,918 SFPROPOSED ROOMS: 3 BED, 4.5 BATH
BUILDING STATISTICS:LOWER LEVEL (CONDITIONED): 1,865 SFUPPER LEVEL (CONDITIONED): 2,918 SF
TOTAL CONDITIONED: 4,783 SF
GARAGE 4-CAR (UNCONDITIONED) 1,035 SF
COVERED DECKS: 527 SF
OCCUPANCY GROUP: R-1CONSTRUCTION TYPE: TYPE V-BNUMBER OF STORIES: 2FIRE SPRINKLERS REQ'D: YES
SITE BUILDING CALCULATIONS:LOT SIZE: 7600 S.F.
BUILDING FOOTPRINT: 3440 S.F.AREA OF DECK OVER SETBACK: 87 S.F.TOTAL LOT COVEREAGE: 3527 S.F.
ALLOWABLE LOT COVERAGE = 55% OF LOT SIZE7,600 (.55) = 4,180 > 3,527 S.F.
MAXIMUM BUILDING AREA ALLOWED:2700 (.86) = 2322 S.F.4900 (.6) = 2940 S.F.
5,262 S.F.
BUILDING FLOOR AREA = 2,918 S.F. < 5,262 S.F.
HEIGHT LIMIT: 15' FROM THE HIGHEST POINT OF THE ROOF TOTHE HIGHEST POINT ON SITE GRADE AND NO MORE THAN 25'WHEN MEASURED FROM THE HIGHEST POINT OF THE ROOFABOVE THE CENTER OF THE BUILDING FOOTPRINT AT SITEGRADE
EXISTING GRADE.: 49.02' + 15' = 64.02' (MAX HEIGHT)PROPOSED HEIGHT: 64.0'
REQUIRED PLANTING & VEGETATION AREA: 1520 SF (20%)PROPOSED PLANTING & VEGETATION AREA: 1629 SF (21%)
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
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RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A5.0 PERSPECTIVES
CLERESTORYWINDOWS @ KITCHEN
STEEL TROWELSMOOTH FINISH
STUCCO
4" RESYSTASIDING
GLASS PANELGUARDRAIL
STUCCOSOFFIT LIMESTONE
SPINE WALL
NEOLITH CERAMICPANEL SYSTEM
RECESSED WATERFEATURE AT ENTRY
16' TALL FULLYGLAZED ENTRY HALL
STEEL TROWELSMOOTH FINISHSTUCCOGLASS PANEL
GUARDRAIL
16' GLAZED POCKETINGSLIDER DOOR
4" RESYSTASIDING
STUCCOSOFFIT
FRONT VIEW PERSPECTIVE FROM INDIO DRIVE
REAR PERSPECTIVE
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
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EPI
SMO
BEA
CH
, CA
1/31/2017
A6.0 EXTERIOR ELEVATIONS
WEST ELEVATION
SOUTH ELEVATION NORTH ELEVATION
EAST ELEVATION
4" RESYSTASIDING
POCKETINGGLASS SLIDER
LIMESTONESPINE WALL
16' GLAZEDPOCKETING
SLIDER
GLASSGUARDRAIL
NEOLITHCERAMICPANELSYSTEM
16' TALL FULLYGLAZED ENTRY
HALL
4" RESYSTASIDING
STEEL TROWELSMOOTH FINISHSTUCCO
4" RESYSTASIDING
NEOLITH CERAMICPANEL SYSTEM
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A7.0 SITE SECTION/HEIGHT CALC
9'-
0"
15
'-0
"
(49.02')
(64.02')
17.071.020... NOR SHALL ANY SUCH STRUCTURE EXCEED 25' WHENMEASURED FROM TEH HIGHEST POINT OF ROOF ABOVETHE CENTER OF THE BUILING FOOTPRINT AT SITE GRADES
17.071.020NO STRUCTURE SHALL EXCEED 15' IN HEIGHT WHENMEASURED FROM THE HIGHEST POINT ON THE ROOFTO THE HIGHEST POINT OF SITE GRADE ...
EXISTING GRADESHOWN DASHED
INDIO DRIVE
GYM
ENTRY
COURTYARD
PATIO COURTYARDHALL
0" BASEMENT F.F. (41.75')
5'-6" ENTRY F.F. (47.25')
10'-6" MAIN LEVEL F.F. (52.25')
20'-6" MAIN LEVEL T.P. (62.25')
21'-10" ROOF (63.58')
9'-0" BASEMENT T.P. (50.75')
25
'-0
"
22'-3" SPINE WALL (64.0')
PR
OP
ER
TY
LIN
E
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
1/31/2017
A8.0 LANDSCAPE PLAN
47
48
47
46
45
46
47
47
47
47
UP
DN
PATIO30'-0"X 15'-6"
1
2
3
4
5
6
7
9
108
S2
0°3
7'0
0"W
10
0.0
'S2
0°3
7'0
0"W
10
0.0
'
N69°23'00"W 75.02'
INDIO DRIVE
DRIVEWAY"NO MOW" LAWN AREA
N69°23'00"W 75.02'
APPROXIMATELOCATION OFNEIGHBORING
RESIDENCE
APPROXIMATELOCATION OFNEIGHBORING
RESIDENCE
PROPOSED RESIDENCE010-191-008
LOWER LEVEL F.F. - 41.75'MAIN LEVEL F.F. - 52.25'
LANDSCAPE DATA
SITE STATISTICS:
MIN. PLANTING & VEGETATION AREA: 20%
PROPOSED:PLANTABLE AREA: 7600 SF
MIN 20% REQUIRED: 1520 SF
PROPOSED LANDSCAPE AREAS: 1629 SF(AREAS SHOWN HATCHED)
TREE LIST
TREE SIZE TYPE STATUS1 (3)7" UNKNOWN REMOVE2 6" PEACH REMOVE3 6" UNKNOWN REMOVE4 10" UNKNOWN KEEP5 6" CITRUS KEEP 6 12" UNKNOWN REMOVE7 12" ORANGE REMOVE8 8" UNKNOWN KEEP9 8" UNKNOWN KEEP10 12" UNKNOWN KEEP
Isaman design, Inc.2 4 2 0 B r o a d S t r e e tS a n L u i s O b i s p o , C A 9 3 4 0 1P h o n e :F a x :
8 0 5 / 5 4 4 . 5 6 7 28 0 5 / 5 4 4 . 5 6 4 2
w w w . i s a m a n d e s i g n . c o m
A R C H I T E C T
314
IND
IO D
RIV
EPI
SMO
BEA
CH
, CA
4/5/2017
A9.0 STREETSCAPE COMPARISON
