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

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

A1.0

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

CIVIL DESIGN COMPOSITE PLAN

CIVIL DESIGN STORMWATER CONTROL PLAN

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

LANDSCAPE PLAN

VEGETATION MANAGEMENT PLAN

SHEET INDEX PROJECT PRINCIPALS VICINITY MAP

A1.0

C1.0

C1.1

A1.1

A1.2

A1.3

A2.1

A3.1

A3.2

L1.0

L1.1

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

3,013 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'

NEW SINGLE-FAMILY

ONE-STORY HOUSE

FF = 83.0'

PAD = 82.0'

GFF = 82.3'

DS

94

9

2

9

0

8

8

8

6

8

4

8

2

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

)

30'

N90°00'00"E 250.00'

STREAM

CONSERVATION

AREA

100' MIN.

N00°00'00"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 79.0

TW 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%

7

GRADING LIMITS

AD

AD

AD

FG 78.5

FG 78.5

SDCO

SDCO

SDCOSDCO

SDCO

AD

9

8

10

94

9

2

9

0

8

8

8

6

8

4

8

2

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

C1.0

1 inch = 20 ft.

CIVIL DESIGN

COMPOSITE PLAN

COVER SHEET

KEYNOTES

DRIVEWAY 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

1

2

3

4

5

6

7

8

9

10

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

DMA

DRAINAGE

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

SDCO

STORM 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 GRADE

PAVEMENT SURFACE PER 24.04.300

4'

JOINT

TRENCH

WATER

LATERAL

SEWER

LATERAL

GAS

LATERAL

PARCEL 1

14'

EARTHEN SWALE

NOTE:

STORMWATER TREATMENT AND RETENTION FACILITIES

PER BAY AREA STORMWATER MANAGEMENT AGENCIES

ASSOCIATION (BASMAA)

LINETYPES

EXISTING 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

30

G

W

SS

JT

TAG #

Graphic Scale (in feet)

0

1 inch = 20 ft.

402020

SCALE: NTS

A

DRIVEWAY SECTION

A

-

SHEET DETAIL

REFERENCE

SHEET #

CUT / FILL EXHIBIT

1 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 SINGLE-FAMILY

ONE-STORY HOUSE

FF = 83.0'

PAD = 82.0'

94

9

2

9

0

8

8

8

6

8

4

8

2

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

)

30'

N90°00'00"E 250.00'

N00°00'00"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)

GB

DMA1

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 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

C1.1

1 inch = 20 ft.

CIVIL DESIGN

STORMWATER

CONTROL PLAN

COVER SHEET

KEYNOTES

STORMWATER OUTFALL TO TREATMENT AREA

DRAINAGE INLET, TYP.

1

2

HYDROLOGY LEGEND

OVERLAND 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

3980ROOF

1.0 3980

IMP

SIZING

FACTOR

MIN. IMP

SIZE

(SF)

PRO. IMP

SIZE

(SF)

3550HARDSCAPE

1.0 3600

5600

PERMEABLE

SURFACE

0.5 2800

39400LANDSCAPE

0.1 3940

TOTAL > 14320 0.04 573 580

DISTURBED AREA

TOTAL DISTURBED AREA:18,000 SF

TOTAL PRE-CONSTRUCTION

IMPERVIOUS AREA

-

TOTAL POST CONSTRUCTION

IMPERVIOUS AREA

7,580 SF

Graphic Scale (in feet)

0

1 inch = 20 ft.

402020

PLANTING MEDIUM PER BAY AREA

STORMWATER MANAGEMENT AGENCIES

ASSOCIATION SPECIFICATION

PLANTING AREA,

SEE PLANTING PLAN

4 MIN.

1

18

" M

IN

12'

NATIVE SOIL

UNCOMPACTED

SUBGRADE

12

"

MIN

BIORETENTION SECTION DETAIL

1

FG 78.5

FG 77.5

FG 78.5

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

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

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

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

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

A1.1

EXISTING

OVERALL SITE PLAN

EXISTING

OVERALL SITE PLAN

1" = 20'-0"

4321

SKS

SC

BUILDING ENVELOPE

(N) DRIVEWAY

N O

R

T

H

00 10' 20'5' 40' 80'

MA

IN

S

TR

EE

T

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

96

74

74

7474

94

96

80

80

82

82

84

84

86

86

88

88

90

90

92

92

94

94

76

76

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%

78

78

76

76

20% 23%

EXISTING FIRE HYDRANT

EXISTING MAIL BOX

EXISTING WATER METER

EXISTING RESIDENCE

EXISTING

NEIGHBORING

RESIDENCE

EX

IS

TIN

G C

RE

EK

PROPOSED WATER LINE

PROPOSED SEWER LINE

PROPOSED JOINT TRENCH

PROPOSED GAS LINE

PR

OP

OS

ED

W

AT

ER

LIN

E

PR

OP

OS

ED

S

EW

ER

LIN

E

PR

OP

OS

ED

JO

IN

T T

RE

NC

H

PR

OP

OS

ED

G

AS

LIN

E

P

L

P

L

P

L

P

L

P

L

176.00'

30.00'

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

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

A1.2

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'

#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

20' X 9'

PARKING

SPACE #1

20' X 9'

PARKING

SPACE #3

20' X 9'

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

PARKING

SPACE #4

20' X 9'

LINES OF ESTABLISHED

BUILDING ENVELOPE

SETBACK, SCD

80

82

84

86

88

78

#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'-10

3

4

"

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

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'

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

20' X 9' PARKING SPACE 20' X 9' 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

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

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

4

12

PROFILE OF FOUNDATION

& FOOTINGS

9

1

7

911

D.S.

D.S. D.S.

6

2

11

5

4

3

1

2

7

12

4

3

10

9

96.85'

GARAGE RIDGE

92.08'

PLATE

83.0'

F.F.

82.3'

GARAGE F.F.

98.93'

MAIN RIDGE

3

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

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

A3.2

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'

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

49

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)

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

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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