doe residence - marin county...doe residence 101 main street novato, ca 94949 apn: 123-456-78 a1.0...
TRANSCRIPT
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DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
ES
ID
EN
CE
AP
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23
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8
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49
A1.0
COVER
COVER, PROJECT DATA
INDEX, NOTES, LEGEND
VICINITY MAP
CONDITIONS OF
APPROVAL
4321
SKS
SC
ARCHITECT
OWNER
COVER SHEET, PROJECT DATA, INDEX, NOTES, VICINITY MAP
CONDITIONS OF APPROVAL
EXISTING OVERALL SITE PLAN
PROPOSED OVERALL SITE PLAN
PROPOSED FOCUSED SITE PLAN, STORY POLE LEGEND, NOTES
PROPOSED FLOOR PLAN
PROPOSED ELEVATIONS WITH COLORS AND MATERIALS, NOTES
PROPOSED ELEVATIONS, SECTION, NOTES
SHEET INDEX PROJECT PRINCIPALS VICINITY MAP
A1.0
A1.1
A1.2
A1.3
A2.1
A3.1
A3.2
JOHN AND JANE DOE
101 MAIN STREET
NOVATO, CA 94949
ARCHITECT
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
ATTN: ARCHITECT
GENERAL NOTES
L E G E N D
(E)
(N)
U.N.O.
V.I.F.
DETAIL NO.
UNLESS NOTED OTHERWISE
EXISTING
VERIFY IN FIELD
SHEET NO.
NEW
P PROPERTY LINE
L
D.S. DOWNSPOUT
F.O. FACE OF
2X4 OR 2X6 WALLS, U.N.O.
-
KEY NOTE
F.F. FINISH FLOOR
C CENTER LINE
SECTION or ELEV. NO.
SHEET NO.
DOE RESIDENCE
101 MAIN STREET, NOVATO, CA 94949
ASSESSOR'S PARCEL NUMBER - 123-456-78
ASSESSOR'S PARCEL NUMBER:
ZONING
OCCUPANCY CLASSIFICATION
DESCRIPTION OF USE
CONSTRUCTION TYPE
STORIES
SPRINKLERS
LOT AREA
PROPOSED BUILDING AREA:
PROPOSED FLOOR AREA:
PROPOSED FLOOR AREA RATIO:
AREA OF ADDITIONAL DISTURBANCE:
PROPOSED LOT COVERAGE:
GRADING CALCULATIONS:
CUT:
FILL:
OFF HAUL:
ON-SITE PARKING:
123-456-78
RSP-0.5
R-3
SINGLE FAMILY RESIDENCE
V-B
ONE
YES
58,806 S.F. / 1.35 ACRES
3,014 SQ. FT.
2,474 SQ. FT.
4.2%
SEE CIVIL
12,956 SQ. FT.
270 CUBIC YARDS
250 CUBIC YARDS
20 CUBIC YARDS
4 TOTAL SPACES
(2 CAR GARAGE + 2 ADD'L SPACES)
1. ALL CONSTRUCTION TO CONFORM TO THESE PLANS, AND THE REQUIREMENTS OF THE
CALIFORNIA BUILDING CODE LATEST EDITION AS ADOPTED BY THE CONTROLLING
JURISDICTION AND ALL OTHER APPLICABLE CODES AND REGULATIONS AND OTHER
APPLICABLE SECTIONS OF THE LOCAL MUNICIPAL CODE.
2. ALL MATERIALS AND WORKMANSHIP TO MEET OR EXCEED THE BEST STANDARDS OF THE
TRADE.
3. ON-SITE VERIFICATION OF DIMENSIONS, ELEVATIONS, AND OTHER CONDITIONS SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR.
4. NOTED DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. ON-SITE
VERIFICATION OF DIMENSIONS, ELEVATIONS, AND OTHER CONDITIONS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT.
5. PROTECTION OF OWNER'S PROPERTY AND ALL ADJACENT PROPERTIES AS WELL AS THE
GENERAL PUBLIC ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
MAINTAINED AT ALL TIMES.
6. ALL PAINTS, FINISHES, AND ADHESIVES, CAULKING, AND SEALANTS SHALL BE LOW, VOC.
7. PROVIDE FREQUENT AND THOROUGH DUST CONTROL AND CLEAN UP.
S.F./SQ. FT. SQUARE FOOTAGE
P R O J E C T D A T A
PROJECT DESCRIPTION:
L
AREA OF PROPOSED IMPERVIOUS SURFACE
AREA OF VEGETATION
FENCE LINE
AREA OF PROPOSED PERVIOUS SURFACE
CIVIL ENGINEER
CIVIL ENGINEER
123 CENTRAL AVE.
SAN RAFAEL, CA 94903
(415) 123-4567
ATTN: ENGINEER
CONSTRUCTION OF NEW 2,528.7 SQUARE FOOT ONE-STORY, SINGLE-FAMILY RESIDENCE AND ALL
RELEVANT SITE AND LANDSCAPING IMPROVEMENTS
TREE TO BE REMOVED
SCD SEE CIVIL DRAWINGS
CONDITIONS OF APPROVAL
JOB SITE
DIRECTIONS:
TAKE MAIN ST. EXIT FROM HWY 37, CONTINUE ON MAIN
STREET (0.3 MILES), DESTINATION WILL BE ON THE RIGHT
BW BOTTOM OF WALL
TW TOP OF WALL
BUILDING ENVELOPE LINE
MINIMUM SET BACKS FOR EXTERIOR WALLS: PROPOSED SETBACKS FOR EXTERIOR WALLS:
WESTERN FRONT SIDE 30' MIN. PROPOSED: 36'-5"
SOUTHERN SIDE 30' MIN. PROPOSED: 55'-4"
NORTHERN SIDE 30' MIN. PROPOSED: 67'-0"
EASTERN REAR N/A PROPOSED: 157'-7"
EASTERN CREEK 100' PROPOSED: 132'-7"
MAXIMUM HEIGHT FOR MAIN BUILDING: 30' MAX. PROPOSED: 16.93'
LANDSCAPE ARCHITECT
LANDSCAPE ARCHITECT
123 CENTRAL AVE.
SAN RAFAEL, CA 94903
(415) 123-4567
ATTN: LA
-
N 90°00'00" E
N 00°00'00" W
250.00'
206.00'
N 90°00'00" E500.00'
N 00°00'00" W
N 00°00'00" W
176.00'
N 90°00'00" E
250.00'
N 90°00'00" E
250.00'
176.00'
30.00'
100'-0"
STREAM CONSERVATION AREA SETBACK
PUBLIC UTILITY
EASEMENT, SCD
10'-0"
30'-0"
30'-0"
30'-0"
SETBACK
SE
TB
AC
KS
ET
BA
CK
L
EXISTING CREEK
TO
P O
F B
AN
K
TO
E O
F B
AN
K
TO
E O
F B
AN
K
TO
P O
F B
AN
K
C
EXISTING DRIVEWAY
2%
8%
MA
IN
S
TR
EE
T
4%
4%
2% 4%
2%
4%
10%
4%
EX
IS
TIN
G S
ID
EW
ALK
100
101
102
103
106
107
108
109
110
112
113
118
117
116
119
120
121
122
123
124
125 132
133
131
134
135
137
130
138
104 105
111
129
136
126
127
128
EX
IS
TIN
G S
ID
EW
ALK
LA
ND
SC
AP
E A
RE
A
LA
ND
SC
AP
E A
RE
A
7%
20% 23%
EXISTING FIRE HYDRANT
EXISTING MAIL BOX
EXISTING WATER METER
EXISTING RESIDENCE
EXISTING
NEIGHBORING
RESIDENCE
L
EXISTING CREEK
TO
P O
F B
AN
K
TO
E O
F B
AN
K
TO
E O
F B
AN
K
TO
P O
F B
AN
K
C
96
74
74
7474
94
96
80
80
82
82
84
84
86
86
88
88
90
90
92
92
94
94
76
76
78
78
76
76
P
L
P
L
P
L
P
L
P
L
P
L
P
L
DRAWN BY
C
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HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
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ID
EN
CE
AP
N: 1
23
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56
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8
10
1 M
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A 9
49
49
A1.1
EXISTING
OVERALL SITE PLAN
EXISTING
OVERALL SITE PLAN
1" = 20'-0"
4321
SKS
SC
BUILDING ENVELOPE
NEW DRIVEWAY ALIGNMENT
N O
R
T
H
00 10' 20'5' 40' 80'
MA
IN
S
TR
EE
T
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
-
N 90°00'00" E
N 00°00'00" W
250.00'
206.00'
100'-0"
STREAM CONSERVATION AREA SETBACK
PUBLIC UTILITY
EASEMENT, SCD
10'-0"
N 90°00'00" E500.00'
N 00°00'00" W
30'-0"
30'-0"
N 00°00'00" W
176.00'
N 90°00'00" E
250.00'
N 90°00'00" E
250.00'
30'-0"
SETBACK
SE
TB
AC
KS
ET
BA
CK
P
L
EXISTING DRIVEWAY
2%
8%
MA
IN
S
TR
EE
T
4%
4%
2% 4%
2%
4%
10%
4%
EX
IS
TIN
G S
ID
EW
ALK
100
101
102
103
106
107
108
109
110
112
113
118
117
116
119
120
121
122
123
124
125 132
133
131
134
135
137
130
138
104 105
111
129
136
126
127
128
EX
IS
TIN
G S
ID
EW
ALK
LA
ND
SC
AP
E A
RE
A
LA
ND
SC
AP
E A
RE
A
7%
20% 23%
EXISTING FIRE HYDRANT
EXISTING MAIL BOX
EXISTING WATER METER
EXISTING RESIDENCE
EXISTING
NEIGHBORING
RESIDENCE
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED JOINT TRENCH
PROPOSED GAS LINE
L
EXISTING CREEK
TO
P O
F B
AN
K
TO
E O
F B
AN
K
TO
E O
F B
AN
K
TO
P O
F B
AN
K
C
96
74
74
7474
94
96
80
80
82
82
84
84
86
86
88
88
90
90
92
92
94
94
76
76
78
78
76
76
94
9
2
9
0
8
8
8
6
8
4
8
2
P
L
P
L
P
L
P
L
P
L
176.00'
30.00'
(E) FIRE HYDRANT
42'-11"
55'-4"
169'-2"
67'-0"
P
L
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
ES
ID
EN
CE
AP
N: 1
23
-4
56
-7
8
10
1 M
AIN
S
TR
EE
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NO
VA
TO
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A 9
49
49
A1.2
PROPOSED
OVERALL SITE PLAN
PROPOSED
OVERALL SITE PLAN
1" = 20'-0"
4321
SKS
SC
(N) RESIDENCE
PARCEL 2
PARCEL 1
PATIO
PATIO
SEE SHEET A1.3 FOR
ENLARGED SITE PLAN AT
BUILDING ENVELOPE
DRIVEWAY, SCD
N O
R
T
H
00 10' 20'5' 40' 80'
AutoCAD SHX TextS
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
-
NEW SINGLEFAMILY
ONESTORY HOUSE
FF = 83.0'
PAD = 82.0'
GFF = 82.3'
DS
SS SS SS SS SS SS SS SS SS SS SS SS
SS
W W W W W W W W W W
G G G G G G G G G G G G
G
JT JT JT JT JT JT JT JT JT JT JT
JT
94
92 90
88 86
84
82
MA
IN S
TR
EE
T
N00
°00'0
0"W
N90°00'00"E 500.00'
N00
°00'0
0"W
206
.00'
N90°00'00"E 250.00'
(50
' R
OW
)
30'
N90°00'00"E 250.00'
STREAM
CONSERVATION
AREA
100' MIN.
N00
°00'0
0"W
176
.00'
STREAM
CONSERVATION
AREA
50' MIN.
FROM RIPARIAN
VEGETATION
EXISTING SINGLE FAMILY
DWELLING UNIT
PROPOSED DRIVEWAY PER TITLE 24,
24.04.235 MARIN COUNTY CODE
LANDS OF SMITH
LOT # 1 (22 RM 01)
GRADING LIMITS
10' DRAINAGE
EASEMENT
1
1.5% 4.3% 6.7% 5.0%
2
3
4
5
2%
A
-
6
5%
TW 85.0
BW 84.0
TW 82.1
BW 79.1
DS
DS
DS
DSDS
DS
DS
DS
DS
TW 81.9
BW 78.9
TW 82.2
BW 81.0
TW 82.4
BW 81.0
TW 82.2
BW 80.3
TW 82.8
BW 78.8
2%
PATIO, FS 82.8
(PERVIOUS PAVERS)
TW 82.8
BW 78.8
LANDS OF DOE
LOT # 2 ( 22 RM 01)
TW 81.3
BW 79.8
TW 82.8
BW 79.0TW 82.8
BW 79.8
PORCH
FS 82.8
TW 84.0
BW 82.0
PATIO, FS 82.0
(PERVIOUS PAVERS)
TW 86.0
BW 82.0
TW 86.0
BW 82.0
TW 85.0
BW 84.0
GB
AD
2%
5%
7GRADING LIMITS
AD
AD
AD
FG 78.5
FG 78.5
SDCOSDCO
SDCO SDCO
SDCO
AD
9
8
10
94
92 90
88 86
84
82
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
DO
E R
ES
IDE
NC
E1
01
MA
IN S
TR
EE
T
MA
RIN
, C
A 94949
AP
N:
12
34
57
89
C1.0
1 inch = 20 ft.
CIVIL DESIGN
COMPOSITE PLAN
COVER SHEET
KEYNOTESDRIVEWAY APPROACH SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE APPROPRIATE UCS DWG PER
24.04.285 MARIN COUNTY CODE
TURNOUT PER TITLE 24, 24.04.275 MARIN COUNTY CODE
AND SUBJECT TO APPROVAL OF THE LOCAL FIRE
PROTECTION DISTRICT
PROPOSED UNDERGROUND UTILITIES (METER
LOCATIONS TO BE DETERMINED BY THE APPLICABLE
UTILITY)
TURNAROUND PER TITLE 24, 24.04.277 MARIN COUNTY
CODE AND SUBJECT TO APPROVAL OF LOCAL FIRE
PROTECTION DISTRICT
PROPOSED FIRE HYDRANT LOCATION SUBJECT TO FIRE
PROTECTION DISTRICT APPROVAL
PARKING SPACE PER TITLE 24, SECTION 24.04.380
STORMWATER OUTFALL TO TREATMENT AREA
PROPOSED WATER VALVE
PROPOSED BACKFLOW PREVENTER
PROPOSED WATER METER
GRADING QUANTITIES CUT: 270 CUBIC YARDS Note: EARTHWORK QUANTITIES ARE NOT ADJUSTED
FILL: 250 CUBIC YARDS TO ACCOUNT FOR FOOTINGS OR TRENCH
NET: 20 CUBIC YARDS SPOILS
AD AREA DRAIN
BW BOTTOM OF WALL
DMADRAINAGE
MANAGEMENT AREA
DS DOWNSPOUT
EP EDGE OF PAVEMENT
EX EXISTING
FF FINISHED FLOOR
FG FINISH GRADE
FS FINISHED SURFACE
GB GRADEBREAK
GFF GARAGE FINISH FLOOR
IMP
INTEGRATED
MANAGEMENT
PRACTICES
N NORTH
NTS NOT TO SCALE
ROW RIGHT OF WAY
SDCOSTORM DRAIN
CLEANOUT
SF SQUARE FEET
TW TOP OF WALL
EP EP
2%EX GRADE
PROPERTY LINE PROPERTY LINE
12'
WIDTH TO BE APPROVED BY LOCAL FIRE
JURISDICTION & COUNTY PUBLIC WORKS
EX GRADEPAVEMENT SURFACE PER 24.04.300
4'
JOINT
TRENCHWATER
LATERAL
SEWER
LATERAL
GAS
LATERAL
PARCEL 114'
EARTHEN SWALE
NOTE:
STORMWATER TREATMENT AND RETENTION FACILITIES
PER BAY AREA STORMWATER MANAGEMENT AGENCIES
ASSOCIATION (BASMAA)
LINETYPESEXISTING PROPOSED
PROPERTY LINE
N/A BUILDING ENVELOPE
CONTOUR MAJOR
CONTOUR MINOR
FLOWLINE
GAS LINE
WATER LINE
SANITARY SEWER
N/A JOINT TRENCH
N/A RETAINING WALL
N/A BACKFLOW PREVENTER
FIRE HYDRANT
WATER METER
WATER VALVE
UTILITY POLE N/A
N/A STORM DRAIN
TOE OF BANK
TOP OF BANK
N/A GRADING LIMIT LINE
TREE
ASPHALT PAVEMENT
N/A PERMEABLE SURFACE
CONCRETE PAVEMENT
N/A LANDSCAPE AREA
N/A SECTION DETAIL
G
W
SS
JT
TAG #
Graphic Scale (in feet)
0
1 inch = 20 ft.
20
SCALE: NTSA
DRIVEWAY SECTION
SHEET DETAIL
REFERENCE
SHEET #
CUT / FILL EXHIBIT1 INCH = 80FT
MA
IN
S
TR
EE
T
GRADING CUT, TYP.
GRADING FILL, TYP.STREAM CONSERVATION
AREA SETBACK
SEE GRADING QUANTITIES,
THIS SHEET
SITE PLAN
ABBREVIATIONS
-
NEW SINGLEFAMILY
ONESTORY HOUSE
FF = 83.0'
PAD = 82.0'
SS SS SS SS SS SS SS SS SS SS SS SS
SS
W W W W W W W W W W
94
92 90
88 86
84
82
MA
IN S
TR
EE
T
N00
°00'0
0"W
N90°00'00"E 500.00'
N00
°00'0
0"W
206
.00'
N90°00'00"E 250.00'
(50
' R
OW
)
30'
N90°00'00"E 250.00'
N00
°00'0
0"W
176
.00'
STREAM
CONSERVATION
AREA
50' MIN.
FROM RIPARIAN
VEGETATION
EXISTING SINGLE FAMILY
DWELLING UNIT
PROPOSED DRIVEWAY PER TITLE 24,
24.04.235 MARIN COUNTY CODE
GRADING LIMITS
DS DS
DS
DS
DSDS
DS
DS
DS
DS
PATIO, FS = 82.8
(PERVIOUS PAVERS)
PORCH
FS = 82.8
PATIO, FS = 82.0
(PERVIOUS PAVERS)
GBDMA1
BIO 1
1
10' DRAINAGE
EASEMENT
LANDS OF SMITH
LOT # 1 (22 RM 01)
LANDS OF DOE
LOT # 2 ( 22 RM 01)
2
STREAM
CONSERVATION
AREA
100' MIN.
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
DO
E R
ES
IDE
NC
E1
01
MA
IN S
TR
EE
T
MA
RIN
, C
A 94949
AP
N:
12
34
57
89
C1.1
1 inch = 20 ft.
CIVIL DESIGN
STORMWATER
CONTROL PLAN
COVER SHEET
KEYNOTES
STORMWATER OUTFALL TO TREATMENT AREA
DRAINAGE INLET, TYP.
HYDROLOGY LEGENDOVERLAND FLOW DIRECTION
DRAINAGE MANAGEMENT AREA
BOUNDARY
FLOWLINE
LANDSCAPE AREA
PERVIOUS SURFACE
ASPHALT PAVEMENT
CONCRETE PAVEMENT
DMA
NAME
DMA
AREA
(SF)
POST
PROJECT
SURFACE
TYPE
DMA
RUNOFF
FACTOR
DMA
AREA X
RUNOFF
FACTOR
IMP NAME
BIO 1 (BIORETENTION AREA)
DMA 1
3980 ROOF 1.0 3980
IMP
SIZING
FACTOR
MIN. IMP
SIZE
(SF)
PRO. IMP
SIZE
(SF)
3550 HARDSCAPE 1.0 3600
5600PERMEABLE
SURFACE0.5 2800
39400 LANDSCAPE 0.1 3940
TOTAL > 14320 0.04 573 580
DISTURBED AREATOTAL DISTURBED AREA: 18,000 SF
TOTAL PRECONSTRUCTION
IMPERVIOUS AREA
TOTAL POST CONSTRUCTION
IMPERVIOUS AREA7,580 SF
Graphic Scale (in feet)
0
1 inch = 20 ft.
20
PLANTING MEDIUM PER BAY AREA
STORMWATER MANAGEMENT AGENCIES
ASSOCIATION SPECIFICATION
PLANTING AREA,
SEE PLANTING PLAN
4 MIN.1
18"
MIN
12'
NATIVE SOIL
UNCOMPACTED
SUBGRADE
12"
MIN
BIORETENTION SECTION DETAIL1
FG 78.5
FG 77.5
FG 78.5
-
NEIGHBORING RESIDENCE
EXISTING GAS LATERAL
NEW SINGLE-FAMILY
ONE-STORY HOUSE
MA
IN
S
TR
EE
T
N00°00'00"W
N90°00'00"E 500.00'
N00°00'00"W
206.00'
N90°00'00"E 250.00'
(50' R
OW
)
N90°00'00"E 250.00'
STREAM
CONSERVATION
AREA
100' MIN.
N00°00'00"W
160.00'
STREAM
CONSERVATION
AREA
50' MIN.
FROM RIPARIAN
VEGETATION
EXISTING SINGLE FAMILY
DWELLING UNIT
EXISTING FIRE HYDRANT
LANDS OF SMITH
LOT # 1 (22 RM 01)
LANDS OF DOE
LOT # 2 ( 22 RM 01)
SS SS SS SS SS SS SS SS SS SS SS SS
SS
W W W W W W W W W W
G G G G G G G G G G G G
G
JT JT JT JT JT JT JT JT JT JTJ
T
JT
WM
H
Y
D
WV
94
9
2
9
0
8
8
8
6
8
4
8
2
30'-0"
30'-0"
30'-0"
SETBACK
SE
TB
AC
K
SE
TB
AC
K
CALIFORNIA
BUCKEYE (2)
COAST
LIVE OAK
(1)
COAST
LIVE OAK
(2)
BIG-LEAF
MAPLE (1)
CEANOTHUS CONCHA (2)
RED-FLOWERING
CURRANT (1)
COFFEE
BERRY (3)
FLANNEL BUSH (1)
CEANOTHUS CONCHA (2)
UPLAND SHADE
RESTORATION
SEED MIX
NATIVE FIRE
RESISTANT
PERENNIALS
(TYP)
RAINGARDEN
PUBLIC UTILITY
EASEMENT, SCD
10'-0
"
PLANTING LEGEND
NATIVE, FIRE-RESISTANT PERENNIALS
DRAWN BY
C
P
HECKED BY
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
DO
E R
ES
ID
EN
CE
10
1 M
AIN
S
TR
EE
T
MA
RIN
, C
A 9
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49
AP
N: 1
23
-4
5-7
89
L1.0
1 inch = 20 ft.
LANDSCAPE PLAN
RAINGARDEN PLANTS
UPLAND SHADE RESTORATION SEED MIX (.4 ACRES)
00 10' 20'5' 40' 80'
N O
R
T
H
PLANTING LEGEND (CONTINUED)
AutoCAD SHX TextCREEK
AutoCAD SHX TextFLOWLINE
AutoCAD SHX TextTOE
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextTOE
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextTOP
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX Text100
AutoCAD SHX Text101
AutoCAD SHX Text102
AutoCAD SHX Text103
AutoCAD SHX Text106
AutoCAD SHX Text107
AutoCAD SHX Text108
AutoCAD SHX Text109
AutoCAD SHX Text110
AutoCAD SHX Text112
AutoCAD SHX Text113
AutoCAD SHX Text118
AutoCAD SHX Text117
AutoCAD SHX Text116
AutoCAD SHX Text119
AutoCAD SHX Text120
AutoCAD SHX Text121
AutoCAD SHX Text122
AutoCAD SHX Text123
AutoCAD SHX Text124
AutoCAD SHX Text125
AutoCAD SHX Text132
AutoCAD SHX Text133
AutoCAD SHX Text131
AutoCAD SHX Text134
AutoCAD SHX Text135
AutoCAD SHX Text137
AutoCAD SHX Text130
AutoCAD SHX Text138
AutoCAD SHX Text104
AutoCAD SHX Text105
AutoCAD SHX Text111
AutoCAD SHX Text129
AutoCAD SHX Text136
AutoCAD SHX Text126
AutoCAD SHX Text127
AutoCAD SHX Text128
AutoCAD SHX TextTOP
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
AutoCAD SHX TextWV
AutoCAD SHX TextS
AutoCAD SHX TextWV
AutoCAD SHX TextWM
AutoCAD SHX TextEXISTING SIDEWALK
AutoCAD SHX TextEXISTING SIDEWALK
AutoCAD SHX TextLANDSCAPE AREA
AutoCAD SHX TextLANDSCAPE AREA
-
NEIGHBORING RESIDENCE
EXISTING GAS LATERAL
NEW SINGLE-FAMILY
ONE-STORY HOUSE
MA
IN
S
TR
EE
T
N00°00'00"W
N90°00'00"E 500.00'
N00°00'00"W
206.00'
N90°00'00"E 250.00'
(50' R
OW
)
N90°00'00"E 250.00'
STREAM
CONSERVATION
AREA
100' MIN.
N00°00'00"W
160.00'
STREAM
CONSERVATION
AREA
50' MIN.
FROM RIPARIAN
VEGETATION
EXISTING SINGLE FAMILY
DWELLING UNIT
EXISTING FIRE HYDRANT
LANDS OF SMITH
LOT # 1 (22 RM 01)
LANDS OF DOE
LOT # 2 ( 22 RM 01)
SS SS SS SS SS SS SS SS SS SS SS SS
SS
W W W W W W W W W W
G G G G G G G G G G G G
G
JT JT JT JT JT JT JT JT JT JTJ
T
JT
WM
H
Y
D
WV
94
9
2
9
0
8
8
8
6
8
4
8
2
CALIFORNIA
BUCKEYE (2)
COAST
LIVE OAK
(1)
COAST
LIVE OAK
(2)
BIG-LEAF
MAPLE (1)
CEANOTHUS CONCHA (2)
RED-FLOWERING
CURRANT (1)
COFFEE
BERRY (3)
FLANNEL BUSH (1)
CEANOTHUS CONCHA (2)
UPLAND SHADE
RESTORATION
SEED MIX
NATIVE FIRE
RESISTANT
PERENNIALS
(TYP)
30' DEFENSIBLE SPACE BOUNDARY
139
140 141
142
143
144
PRUNE TWO
EXISTING TREES
10' FROM THE
GROUND AND 10'
FROM ROOFLINE
"FUEL REDUCTION ZONE"
15' "CLEAN ZONE"
RAINGARDEN
1. AS DETERMINED BY THE MARIN COUNTY FIRE DEPARTMENT HAZARD
ASSESSMENT MATRIX, A DEFENSIBLE SPACE OF 30' UPSLOPE, 30' SIDESLOPE,
AND 30' DOWNSLOPE FROM THE HOUSE SHALL BE MAINTAINED.
2. A "CLEAN ZONE" 15' FROM THE HOUSE SHALL BE MAINTAINED, WITH FEW TO
NO COMBUSTIBLES.
3. A "FUEL REDUCTION ZONE" FROM 15'-30' SHALL BE ESTABLISHED WITH
WELL-SPACED, WELL-MAINTAINED FIRE-RESISTANT PLANTS.
4. LANDSCAPE SHALL BE PLANTED WITH FIRE-RESISTANT PLANTS. NO PLANTS
FROM THE MARIN COUNTY FIRE ORDINANCE'S FIRE PRONE PLANT LIST SHALL
BE PLANTED.
5. TREES SHALL BE PLANTED SUCH THAT WHEN MATURE, THEIR CROWNS WILL
BE SEPARATED BY AT LEAST 10'
6. SHRUBS SHALL BE PLANTED AT A HORIZONTAL DISTANCE THAT IS AT LEAST
TWO TIMES THEIR HEIGHT AT MATURITY.
7. TREES SHALL BE LIMBED 10 FEET FROM THE GROUND TO REDUCE "FIRE
LADDER".
8. TREES SHALL BE TRIMMED AT LEAST 10 FEET FROM CHIMNEY, AND DEAD
BRANCHES SHALL BE REMOVED IF THEY GROW OVER THE ROOF.
9. ALL PLANTS SHALL BE MAINTAINED BY WATERING AS NECESSARY, AND BY
REMOVING DEAD BRANCHES, LEAVES AND NEEDLES.
10. DRY GRASS SHALL BE MOWN REGULARLY, BUT ONLY ON COOL MOIST DAYS
OR BEFORE 10 AM.
VEGETATION MANAGEMENT NOTESPLANTING LEGEND (CONTINUED)
FIRE HAZARD ASSESSMENT MATRIX
0' 10' 20'5' 40' 80'
N O
R
T
H
DRAWN BY
C
P
HECKED BY
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
DO
E R
ES
ID
EN
CE
10
1 M
AIN
S
TR
EE
T
MA
RIN
, C
A 9
49
49
AP
N: 1
23
-4
5-7
89
L1.1
1 inch = 20 ft.
VEGETATION
MANAGEMENT PLAN
RAINGARDEN PLANTS
NATIVE, FIRE-RESISTANT PERENNIALS
UPLAND SHADE RESTORATION SEED MIX (.4 ACRES)
PLANTING LEGEND
AutoCAD SHX TextCREEK
AutoCAD SHX TextFLOWLINE
AutoCAD SHX TextTOE
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextTOE
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextTOP
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX Text100
AutoCAD SHX Text101
AutoCAD SHX Text102
AutoCAD SHX Text103
AutoCAD SHX Text106
AutoCAD SHX Text107
AutoCAD SHX Text108
AutoCAD SHX Text109
AutoCAD SHX Text110
AutoCAD SHX Text112
AutoCAD SHX Text113
AutoCAD SHX Text118
AutoCAD SHX Text117
AutoCAD SHX Text116
AutoCAD SHX Text119
AutoCAD SHX Text120
AutoCAD SHX Text121
AutoCAD SHX Text122
AutoCAD SHX Text123
AutoCAD SHX Text124
AutoCAD SHX Text125
AutoCAD SHX Text132
AutoCAD SHX Text133
AutoCAD SHX Text131
AutoCAD SHX Text134
AutoCAD SHX Text135
AutoCAD SHX Text137
AutoCAD SHX Text130
AutoCAD SHX Text138
AutoCAD SHX Text104
AutoCAD SHX Text105
AutoCAD SHX Text111
AutoCAD SHX Text129
AutoCAD SHX Text136
AutoCAD SHX Text126
AutoCAD SHX Text127
AutoCAD SHX Text128
AutoCAD SHX TextTOP
AutoCAD SHX TextOF
AutoCAD SHX TextBANK
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
AutoCAD SHX TextWV
AutoCAD SHX TextS
AutoCAD SHX TextWV
AutoCAD SHX TextWM
AutoCAD SHX TextEXISTING SIDEWALK
AutoCAD SHX TextEXISTING SIDEWALK
AutoCAD SHX TextLANDSCAPE AREA
AutoCAD SHX TextLANDSCAPE AREA
-
#4-92.61'
#3-96.85'
#21-98.93'
#1-96.06'
#20-98.93'
#17-95.32'
#16-92.61'
#13-92.61'
#8-95.78'
#5-92.61'
PERVIOUS PAVERS
PERVIOUS PAVERS
PATIO
PLA
NT
ER
PATIO
NEW SINGLE-FAMILY
ONE-STORY HOUSE
DRIVEWAY
PLA
NT
ER
PERVIOUS PAVERS
T
W
8
5
.
0
'
B
W
8
2
.
3
'
T
W
8
4
.
0
'
B
W
8
2
.
0
'
T
W
8
6
.
0
'
B
W
8
2
.
0
'
T
W
8
6
.
0
'
B
W
8
2
.
0
'
T
W
8
4
.
5
'
B
W
8
2
.
0
'
T
W
8
2
.
8
'
B
W
7
9
.
8
'
T
W
8
2
.
8
'
B
W
7
9
.
0
'
TW 81.3'
BW 79.8'
T
W
8
2
.
8
'
B
W
7
8
.
8
'
T
W
8
2
.
8
'
B
W
7
8
.
8
'
T
W
8
2
.
2
'
B
W
8
0
.
3
'
T
W
8
2
.
8
'
B
W
8
1
.
0
'
PORCH
EL. 82.0'
EL. 82.0'
EL. 82.8'
HOUSE F.F.
EL. 83.0'
GARAGE F.F.
EL. 82.3'
EL. 82.8'
EL. 82.8'
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12 4:12
4:12
#15-92.61'
PARKING
SPACE #2
9' X 20'
PARKING
SPACE #1
9' X 20'
EXTERIOR LIGHT
FIXTURE, TYP.12
4:12
4:12
4:12
FIRE DEPARTMENT
HAMMER-HEAD
TURN-AROUND
TYPICAL CONCRETE
RETAINING WALL- HEIGHT
AS INDICATED
TYPICAL CONCRETE
RETAINING WALL-
HEIGHT AS INDICATED
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
DN.
DN.
UP
EXTERIOR WALL LIGHT
FIXTURE, TYP.18
DN.
CATCH BASIN, SCD
PROVIDE
AREA
FOR
SOLAR
PANELS
LINES OF ESTABLISHED
BUILDING ENVELOPE
SETBACK, SCD
80
82
84
86
88
78
8
8
8
6
8
4
8
2
#18-93.0'
#19-93.0'
#2-92.61'
#6-92.61' #7-92.61'
#9-92.61'#10-92.61'
#12-92.61'#11-92.61'
#14-92.61'
25'-4
1 2
"
12'-11"
PARKING
SPACE #4
8 1/2' X 18'
PARKING
SPACE #3
8 1/2' X 18'
(E) FIRE HYDRANT
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
ES
ID
EN
CE
AP
N: 1
23
-4
56
-7
8
10
1 M
AIN
S
TR
EE
T
NO
VA
TO
, C
A 9
49
49
A1.3
PROPOSED FOCUSED
SITE PLAN
PROPOSED
FOCUSED SITE PLAN
WITH ROOF PLAN,
STORY POLE LEGEND
& NOTES
1/8" = 1'-0"
4321
SKS
N O
R
T
H
& STORY POLE LEGEND
MARK #
#1
#3
#4
#5
#8
#13
BASE ELEV @ EXISTING GRADE
ELEVATION - 82.5'
ELEVATION
ELEVATION - 84.15'
ELEVATION - 84.2'
HEIGHT ABOVE
ELEVATION - 80.6'
ELEVATION - 79.8'
ELEVATION - 80.4'
REFERENCE BASE ELEV
#15ELEVATION - 82.19'
#16ELEVATION - 83.53'
#17ELEVATION - 82.8'
MARKER
NOTES:
CORNER OR RIDGE
96.06'
92.61'
95.78'
96.85'
92.61'
95.32'
92.61'
92.61'
INSTALL ORANGE TAPE OR STRINGS BETWEEN POLES 3 & 4 TO
IDENTIFY NORTH WEST GABLE END SLOPE
INSTALL ORANGE TAPE OR STRINGS BETWEEN POLES 5 & 21 TO
IDENTIFY NORTH EAST HIP
INSTALL ORANGE TAPE OR STRINGS BETWEEN POLES 13 & 20 TO
IDENTIFY SOUTH EAST HIP
INSTALL ORANGE TAPE OR STRINGS BETWEEN POLES 16 & 17 TO
IDENTIFY SOUTH WEST HIP
INSTALL ORANGE TAPE OR STRINGS BETWEEN POLES 20 & 21 TO
IDENTIFY MAIN RIDGE
#20ELEVATION - 81.8'
10.42'
BLDG. CORNER & RIDGE HEIGHTS
TOP OF BUILDING
9.08'
#21ELEVATION - 82.0'
98.93'
12.21'
12.01'
92.61' 8.46'
16.93'
98.93'17.13'
15.98'
12.35'
12.52'
13.56'
00 4' 8'1'2' 16' 32'
#18ELEVATION - 84.0'
#19ELEVATION - 84.0'
94.00'
10.00'
10.00'
94.00'
#2
#14
#6
#7
#12
#11
#10
#9
ELEVATION - 84.15' 92.61' 8.46'
ELEVATION - 80.6' 13.16'
ELEVATION - 79.8'92.61' 12.81'
ELEVATION - 79.8'92.61' 12.81'
ELEVATION - 80.53'93.76' 13.23'
ELEVATION - 80.53'93.76'
92.61'ELEVATION - 80.28' 12.33'
ELEVATION - 82.0' 92.61'
10.61'
13.23'
93.76'
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
-
REF.
DW
8'-5"
KITCHEN
11'-7
1 2
"
2'-0"
LAUNDRY
FAMILY ROOM
DINING AREA
LIVING AREA
BEDROOM #3
or OFFICE
16'-0"
BEDROOM #1
5'-9
1 2
"
BEDROOM #2
BATH
POWDER
11'-5"
BATH
D
23'-8
1 2
"
14'-7"
16'-0"
16'-0"
6'-3
1 2
"
18'-10
1 2
"
12'-3"
14'-0"
18'-9"
16'-0"
22'-9" 6'-0"
16'-2
1
2
"
3'-5
1
2
"
W
shelf & pole
shelf & pole
shelf & pole
shelf & pole
ISLAND
PATIO
PORCH
15'-0"
56'-0"
2'-0"
83'-7
1 2
"
21'-8
1
2
"
HALL
ENTRY
GARAGE
9' X 20' PARKING SPACE 9' X 20' PARKING SPACE
540 S.F.
VAULTED CEILING
VAULTED CEILING
9'-0" CEILING
9'-0" CEILING
9'-0" CEILING
9'-0" CEILING
9'-0" CEILING
9'-0" CEILING
VAULTED CEILING
9'-0" CLG
2'-3
1 2
"2'-3
1 2
"
A
A3.2
A
A3.2
9'-0" CEILING
37'-11"
11'-7
1
2
"
4'-7"
200 S.F.
1,614 S.F.
FLOOR AREA
2,474 S.F.
DN.
DN.
DN.
PLANTER
PLANTER
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
ES
ID
EN
CE
AP
N: 1
23
-4
56
-7
8
10
1 M
AIN
S
TR
EE
T
NO
VA
TO
, C
A 9
49
49
A2.1
PROPOSED
FLOOR PLAN
PROPOSED
FLOOR PLAN
1/4" = 1'-0"
4321
SKS
N O
R
T
H
00 4' 8'1' 2' 16'
-
9'-1
"
RETAINING WALL
PER SITE PLAN
9'-1
"
LINE OF NATURAL
GRADE (DASHED)
4
12
4
12
4
12
4
12
RETAINING WALL
PER SITE PLAN
LINE OF FOUNDATION
& FOOTINGS
4
4
8
1
9
9
1
9
D.S.
D.S.
D.S.
95.78'
FAMILY ROOM RIDGE
92.08'
PLATE
98.93'
MAIN RIDGE
83.0'
F.F.
2
7
6
5
3
9
6
2
5
4
3
7
12
95.32'
BEDROOM RIDGE
92.08'
PLATE
83.0'
F.F.
9'-1
"
RETAINING WALL
PER SITE PLAN
4
12
4
12
4
12
LINE OF
FOUNDATION &
FOOTINGS
9
4
6
11 7
D.S.
D.S. D.S.
D.S.
LINE OF NATURAL GRADE
(DASHED)
4
12
D.S.
1
2
7
5
4
3
12
4
8
6
2
5
1
3
8
1
7
96.85'
GARAGE RIDGE
92.08'
PLATE
83.0'
(E) F.F.
82.3'
F.F. @ GARAGE
96.06'
ENTRY RIDGE
98.93'
MAIN RIDGE
95.32'
BEDROOM RIDGE
92.08'
PLATE
83.0'
F.F.
PROVIDE AREA FOR
SOLAR PANELS
DRAWN BY
C
P
HECKED B Y
ROJECT NO
D A T E I S S U E
DRA
C
P
HE
RO
D A
ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
DO
E R
ES
ID
EN
CE
AP
N: 1
23
-4
56
-7
8
10
1 M
AIN
S
TR
EE
T
NO
VA
TO
, C
A 9
49
49
A3.1
PROPOSED
ELEVATIONS
PROPOSED ELEVATIONS
MATERIALS & COLORS
NOTES
1/4" = 1'-0"
4321
SKS
PROPOSED EAST (REAR) ELEVATION
PROPOSED WEST (FRONT) ELEVATION
ELEVATION MATERIAL NOTESEXTERIOR MATERIALS & COLORS ( SEE ELEVATION NOTES THIS SHEET - ALL PAINT COLORS ARE BENJAMIN-MOORE )
#
7
8 10
9
WOOD TRELLIS, GARAGE DOORS,
& MISC. WOOD - CABOT STAINS,
COLOR: "CORDOVAN BROWN"
EL DORADO STONE
BLUFFSTONE,
COLOR: "LA PLATA"
KEYSTONE BLOCK
RETAINING WALL,
COLOR: "BUFF"
1. CLASS "A" COMPOSITION SHINGLE ROOF - SEE COLOR SAMPLE
THIS SHEET.
2. EXTERIOR SIDING TO BE 6" SMOOTH HARDIE-LAP WITH
INTEGRAL COLOR - SEE COLOR SAMPLE THIS SHEET.
3. 5" PAINTED GALVANIZED IRON FASCIA GUTTERS - SEE COLOR
SAMPLE THIS SHEET.
4. 2x8 SMOOTH PRIMED CEDAR AT FASCIAS AND BARGE BOARDS
- 2x10 BARGE BOARD AT MAIN ENTRY GABLE. BARGES TO HAVE
1"x3" PRIMED CEDAR TRIM - SEE COLOR SAMPLE THIS SHEET.
5. WINDOWS - MARVIN ALUMINUM CLAD, DOUBLE GLAZED - SEE
COLOR SAMPLE THIS SHEET.
6. 2x4 DOOR AND WINDOW TRIM - SEE COLOR SAMPLE THIS
SHEET.
7. "LEDGERSTONE" VENEER STONE BASE UNDER 3" WATER
TABLE - SEE COLOR SAMPLE THIS SHEET.
8. HEAVY TIMBER OUTRIGGER - 6x6 WITH 6x6 KNEE BRACE
BELOW - STAIN PER SAMPLE THIS SHEET.
9. BLOCK RETAINING WALL, "KEYSTONE" - SEE COLOR SAMPLE
THIS SHEET.
10. OVERHEAD GARAGE DOOR, CARRIAGE STYLE - SEE COLOR
SAMPLE THIS SHEET.
11. PERVIOUS PAVER DRIVEWAY AND PATIO. FINISH PER COLOR
SAMPLE THIS SHEET.
12. TYPICAL EXTERIOR LIGHT FIXTURE AT HOUSE - SEE SAMPLE
THIS SHEET.
13. TYPICAL EXTERIOR LIGHT FIXTURE AT RETAINING AND STAIR
WALL - SEE SAMPLE THIS SHEET.
11
BELGARD "OLD WORLD"
CLASSIC PERVIOUS PAVER,
COLOR: "TOSCANA"
4
FASCIA & BARGE BOARDS,
COLOR: "IVY LEAGUE"
5
MARVIN WINDOW CLAD FRAMES,
COLOR: "WHITE"
6
WINDOW & DOOR TRIM,
COLOR: "WARM GRAY"
3
GUTTERS,
INTEGRAL COLOR: "BROWN"
2
HARDIE LAP SIDING,
INTEGRAL COLOR:
"WOODSTOCK BROWN"
1
COMPOSITION ROOFING,
GAF TIMBERLINE
COLOR: "BARKWOOD"
12
EXTERIOR LIGHT FIXTURE
THE GREAT OUTDOORS "KIRKHAM",
10 WATT LED, COLOR: "ASPEN BRONZE"
13
EXTERIOR LIGHT FIXTURE AT
RETAINING & STAIR WALL,
BEGA RECESSED WALL LIGHT
WITH SLOTTED FACEPLATE,
5.6 WATT LED
COLOR: "BRONZE"
00 4' 8'1' 2' 16'
-
9'-1"
RETAINING WALL
PER SITE PLAN
ENTRY PATIO
PER SITE PLAN
RETAINING WALL
PER SITE PLANRETAINING WALL
PER SITE PLAN
LINE OF FOUNDATION
& FOOTINGS
LINE OF NATURAL
GRADE
4
12
4
12
4
7
11
9
3
1
7
5
6
9
95.78'
FAMILY ROOM RIDGE
92.08'
PLATE
98.93'
MAIN RIDGE
83.0'
F.F.
95.32'
BEDROOM RIDGE
92.08'
PLATE
83.0'
F.F.
4
3
1
4
2
9
4
3
2
LINE OF NATURAL
GRADE (DASHED)
4
12
4
12
9'-1
"
ATTIC
ATTIC
HALL LIVING ROOMBEDROOM #2
ENTRY
BEYOND
FAMILY ROOM BEYOND
PREFAB TRUSSES
2x STUD WALLS
PERVIOUS
PAVER PATIO
CONCRETE STAIRS
9'-1
"
PERVIOUS
PAVER PATIO
KEYSTONE
RETAINING WALL
ENTRY STOOP
LINE OF NATURAL
GRADE, (DASHED)
CONCRETE SLAB ON GRADE
WITH INTEGRAL FOUNDATION
& FOOTINGS
KEYSTONE
RETAINING WALL
92.08'
PLATE
83.0'
F.F.
92.08'
PLATE
83.0'
F.F.
82.8'
PATIO
16
'-1
1
1 4
"
98.93'
MAIN RIDGE
11
'-1
0
1
2
"
13
'-0
"
BU
IL
DIN
G H
EIG
HT
F
RO
M (E
) G
RA
DE
9'-1
"
ENTRY PATIO
PER SITE PLAN
RETAINING WALL
PER SITE PLAN
LINE OF NATURAL
GRADE (DASHED)
4
12
PROFILE OF FOUNDATION
& FOOTINGS
96.85'
GARAGE RIDGE
92.08'
PLATE
83.0'
F.F.
82.3'
GARAGE F.F.
98.93'
MAIN RIDGE
4
12
9
1
7
6
2
11
5
4
3
2
7
12
4
3
10
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ARCHITECT OF RECORD
123 CENTRAL AVE.
SAN RAFAEL, CA 94901
(415) 123-4567
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A3.2
PROPOSED
ELEVS-SECTS
PROPOSED ELEVATIONS
BLDG. SECTION
NOTES
1/4" = 1'-0"
4321
SKS
PROPOSED BUILDING SECTION - "A"
PROPOSED SOUTH (LEFT) ELEVATION
PROPOSED NORTH (RIGHT) ELEVATION
ELEVATION MATERIAL NOTES
#
1. CLASS "A" COMPOSITION SHINGLE ROOF - SEE COLOR SAMPLE
SHEET A3.1.
2. EXTERIOR SIDING TO BE 6" SMOOTH HARDIE-LAP WITH
INTEGRAL COLOR - SEE COLOR SAMPLE SHEET A3.1.
3. 5" PAINTED GALVANIZED IRON FASCIA GUTTERS - SEE COLOR
SAMPLE SHEET A3.1.
4. 2x8 SMOOTH PRIMED CEDAR AT FASCIAS AND BARGE BOARDS
- 2x10 BARGE BOARD AT MAIN ENTRY GABLE. BARGES TO HAVE
1"x3" PRIMED CEDAR TRIM - SEE COLOR SAMPLE SHEET A3.1.
5. WINDOWS - MARVIN ALUMINUM CLAD, DOUBLE GLAZED - SEE
COLOR SAMPLE SHEET A3.1.
6. 2x4 DOOR AND WINDOW TRIM - SEE COLOR SAMPLE SHEET
A3.1.
7. "LEDGERSTONE" VENEER STONE BASE UNDER 3" WATER
TABLE - SEE COLOR SAMPLE SHEET A3.1.
8. HEAVY TIMBER OUTRIGGER - 6x6 WITH 6x6 KNEE BRACE
BELOW - STAIN PER SAMPLE SHEET A3.1.
9. BLOCK RETAINING WALL, "KEYSTONE" - SEE COLOR SAMPLE
SHEET A3.1.
10. OVERHEAD GARAGE DOOR, CARRIAGE STYLE - SEE COLOR
SAMPLE SHEET A3.1.
11. PERVIOUS PAVER DRIVEWAY AND PATIO. FINISH PER COLOR
SAMPLE SHEET A3.1.
12. TYPICAL EXTERIOR LIGHT FIXTURE AT HOUSE - SEE SAMPLE
SHEET A3.1.
13. TYPICAL EXTERIOR LIGHT FIXTURE AT RETAINING AND STAIR
WALL - SEE SAMPLE SHEET A3.1.
00 4' 8'1' 2' 16'
Sampe Plans - Civil (Phase 2)A1.1A1.2A1.3A2.1A3.1A3.2L1-PhaseII-L1 0VMP-L1 1