HomeMy WebLinkAboutSite PlanSS SSSS SS SS SS SS SS
W
W
W
W
W
SS
SS
SS
S
S
S
S
S
S
PAVER TILES
ROOF LINE ABOVE
ROOF LINE
ABOVE
(E)ROOF LINE ABOVE
(E)AC
OUTDOOR
UNIT
(E)GM
(E)GARAGE
(E)MAIN HOUSE
SECOND FLOOR
ROOF LINE
ROOF LINE ABOVE
(E)EM
(E)PATIO
(E)7' HT
WOODEN
FENCE
(E)5' HT WOODEN FENCE
(E)5' HT
WOODEN
FENCE
(E)SHED HT
:
6
'
1
0
"
(E)MAIN ENTRY
(E)OH TO PL
7'-2 1/2"
(E)LOW HT. WALL
(E)LOW HT. SEATING
(E)GARAGE ENTRY
(E)PORCH
UP
10
7
'
-
2
1
/
2
"
(E)SOLAR
EQUIPMENT
1R
@
6
"
UP
50
'
-
5
1
/
2
"
SIDEWALK
(E)WM
16'-0"
GRASS
CONCRETE PAVERS
DRIVEWAYMULCH
MULCH
MULCH
CONCRETE WALKWAY
MU
L
C
H
gravelMULCH
gravel
gravel
MU
L
C
H
CO
N
C
R
E
T
E
W
A
L
K
W
A
Y
GRASS
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E
)
S
E
C
O
N
D
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
36
'
-
1
0
"
(E
)
S
E
C
O
N
D
F
L
R
R
E
A
R
S
E
T
B
A
C
K
36
'
-
8
"
(E)OH TO PL
5'-4"
70'-0"
MIN. BLD RIGHT SETBACK
5'-0"
MIN. BLD LEFT SETBACK
5'-0"
MI
N
.
B
L
D
R
E
A
R
S
E
T
B
A
C
K
20
'
-
0
"
MI
N
.
B
L
D
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
0
"
MI
N
.
S
E
C
O
N
D
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
25
'
-
0
"
MI
N
.
S
E
C
O
N
D
F
L
R
R
E
A
R
S
E
T
B
A
C
K
25
'
-
0
"
MIN. SECOND FLR RIGHT SETBACK
10'-0"
MIN. SECOND FLR LEFT SETBACK
10'-0"
PEAR TREE LN
(E)5'HT
WOODEN
FENCE DOOR
UP
2R@6"
SLOPE DOWN
(E)5'HT
WOODEN
FENCE DOOR
(E)7' HT WOODEN
FENCE
(E)7' HT WOODEN
FENCE
(E)WOODEN
FENCE DOOR
(E)SKYLIGHT
(E)SKYLIGHT
(E)SKYLIGHT
(E
)
F
R
S
T
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
1
"
12" PEPPER
8" MAPLE
BSL
4" TREE
4" TREE
(E)STREET LIGHT
(E)MANHOLE
4" TREE
(E)JOINT
UTILITY POLE
(E
)
O
V
E
R
H
E
A
D
U
T
I
L
I
T
Y
L
I
N
E
6"LIME
3" TREE
3"TREE
(E)PUE
4'-0"
36"OAK
(E)OVERHEAD UTILITY LINE
(E
)
P
U
E
10
'
-
0
"
(E
)
W
C
E
5'
-
0
"
BSL
(E
)
O
H
T
O
P
L
19
'
-
7
"
(E)FACE OF CURB
(E)2ND FLR SIDE SETBACK
14'-0"
(E)SECOND FLR SIDE SETBACK
21'-5 1/2"
(E)FRST FLR SIDE SETBACK
7'-8 1/2"
2R
@
6
"
(E)FRST FLR SIDE SETBACK
6'-7 1/2"
ALL DOWNSPOUTS CONNECTED
DIRECTLY TO A DRAIN PIPE
THROUGH A CATCH BASIN,
BURIED UNDER THE
LANDSCAPE
TO DIRECT WATER TOWARDS
THE STREET OR AN APPROVED
DRAINAGE SYSTEM THROUGH A
POP-UP EMITER
3" TREE TO
BE REMOVED
6" LIME TO
BE REMOVED
5/8" (E) WATER METER
(E
)
1
S
T
F
L
R
R
E
A
R
S
E
T
B
A
C
K
36
'
-
8
"
(E
)
2
N
D
F
L
R
O
H
T
O
P
L
35
'
-
2
"
(E
)
1
S
T
F
L
R
O
H
T
O
P
L
35
'
-
8
"
(E)RIGHT SIDE BALCONY TO PL
30'-3 1/2"
(E
)
R
E
A
R
S
I
D
E
B
A
L
C
O
N
Y
T
O
P
L
29
'
-
2
1
/
2
"
2
2
(E)LEFT SIDE BALCONY TO PL
14'-0 1/2"
WM WATER METER
SW-C SEWER CLEANOUT
GM GAS METER
EM ELECTRIC METER
GENERAL DRAINAGE
PATTERN
PAVER TILES
ROOF LINE ABOVE
ROOF LINE
ABOVE
ROOF LINE ABOVE
(E)GM
(E)GARAGE
(E)MAIN HOUSE
SECOND FLOOR
ROOF LINE
REMODELED PATIO
(E)7' HT
WOODEN
FENCE
(E)5' HT
WOODEN FENCE
(E)5' HT
WOODEN
FENCE
(E
)
F
I
R
S
T
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
1
"
(E)LOW HT. WALL
(E)LOW HT. SEATING
(E)GARAGE ENTRY
(E)SOLAR
EQUIPMENT
1R
@
6
"
UP
(E
)
F
I
R
S
T
F
L
R
R
E
A
R
S
E
T
B
A
C
K
36
'
-
8
"
50
'
-
5
1
/
2
"
SIDEWALK
16'-0"
GRASS
CONCRETE PAVERS
DRIVEWAY
MULCH
MULCH
MU
L
C
H
gravelMULCH
gravel
gravel
MU
L
C
H
GRASS
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E)RAINWATER SPOUTS/
DRAIN DISCHARGE
/ SPLASH BLOCK
(E
)
S
E
C
O
N
D
F
L
R
R
E
A
R
S
E
T
B
A
C
K
36
'
-
8
"
50
'
-
5
1
/
2
"
70'-0"
MIN. BLD RIGHT SETBACK
5'-0"
MIN. BLD LEFT SETBACK
5'-0"
MI
N
.
B
L
D
R
E
A
R
S
E
T
B
A
C
K
20
'
-
0
"
MI
N
.
B
L
D
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
0
"
MI
N
.
S
E
C
O
N
D
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
25
'
-
0
"
MI
N
.
S
E
C
O
N
D
F
L
R
R
E
A
R
S
E
T
B
A
C
K
25
'
-
0
"
MIN. SECOND FLR RIGHT SETBACK
10'-0"
MIN. SECOND FLR LEFT SETBACK
10'-0"
PEAR TREE LN
(E)5'HT
WOODEN
FENCE DOOR
SLOPE DOWN
(E)5'HT
WOODEN
FENCE DOOR
(E)7' HT WOODEN
FENCE
(E)7' HT WOODEN
FENCE
(E)WOODEN
FENCE DOOR
(N)ADU
(N)ADDITION
1ST FLOOR
1ST FLOOR
(N)ADDITION
1ST FLOOR
(N)ADDITION
1ST FLOOR
(N
)
A
D
U
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
1
"
(E)MANHOLE
(E)STREET LIGHT
(E)JOINT
UTILITY POLE
(E
)
O
V
E
R
H
E
A
D
U
T
I
L
I
T
Y
L
I
N
E
(E)OVERHEAD UTILITY LINE
(E)WM
(E) 12"
PEPPER
BSL
4" TREE
4" TREE
4" TREE
3"TREE
(E)PUE
4'-0"
36"OAK
(E)SKYLIGHT
(E
)
W
C
E
5'
-
0
"
(E
)
P
U
E
10
'
-
0
"
(N)AC UNIT
FOR ADU
SEE SPEC.
DETAILS A1.07
(E)MAIN HOUSE
ENTRY
(N)PORCH
FACE OF CURB
(N)RELOCATED AC
OUTDOOR UNIT
FOR 2 ZONES OF
THE MAIN HOUSE
(N)ADU SETBACK
5'-1"
(E)SIDE SETBACK
6'-8 1/2"
(N)ADDITION
2ND FLOOR
SECOND
FLOOR ROOF
LINE
(N)OH TO PL
3'-7"
5% DRAINAGE AROUND/AWAY
FROM THE BUILDING FOR A MIN.
DISTANCE OF 10'-0" SHALL NOT
DRAIN ON TO OTHER PARCELS
PER SECTIONS R300.2, R401.3
CRC, 4.106 CGBC AND 1101.2 CP
THE BUILDING ADDRESS TO COMPLY WITH SECTION
R319 CRC. THE CHARACTER SIZE SHALL BE A MINIMUM
OF 4”TALL AND WITH ½ STROKE. THE ADDRESS SHALL
BE LEGIBLE FROM THE STREET OR ROADWAY
FRONTING THE PROPERTY.
(E
)
F
I
R
S
T
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
1
"
18
'
-
5
"
(E
)
S
E
C
O
N
D
F
L
R
F
R
O
N
T
S
E
T
B
A
C
K
36
'
-
1
0
"
(E
)
S
E
C
O
N
D
F
L
O
O
R
O
H
T
O
P
L
35
'
-
4
"
(E
)
S
E
C
O
N
D
F
L
R
O
H
T
O
P
L
35
'
-
2
"
(N)FIRST FLR SIDE SETBACK
7'-8 1/2"
(N)ADU OH TO PL
3'-7"
(N)ADU SIDE SETBACK
5'-1"
(N)FIRST FLR OH TO PL
7'-2 1/2"
(N)SECOND FLR OH TO PL
16'-5 1/2"
(N) SECOND FLR SIDE SETBACK
17'-10 1/2"
(E)SECOND FLR OH TO PL
12'-6"
(E)SECOND FLR SIDE SETBACK
14'-0"
(N)ADU ENTRY
3R
@
6
"
UP
3R@6"
UP
FIBER ROLLS
PROTECTING
DISTURBED AREA.
INSTALL
LEVEL & ON CONTOUR
ALL DOWNSPOUTS CONNECTED
DIRECTLY TO A DRAIN PIPE
THROUGH A CATCH BASIN,
BURIED UNDER THE LANDSCAPE
TO DIRECT WATER TOWARDS
THE STREET OR AN APPROVED
DRAINAGE SYSTEM THROUGH A
POP-UP EMITER
SEWER LATERAL
PL TO (N)AC
6'-9 1/2"
(N)PATIO
(E)PATIO TO BE
RESURFACED WITH
CONCRETE TILE
(N)PATIO WITH
CONCRETE TILE
ATTACHED WITH
(E) PATIO
(E)CIRCULAR COLUMN
ENCLOSED &
RESURFACED WITH
STUCCO TO MAKE A
NEW RECTANGULAR
SHAPE COLUMN.
(N)COLUMN)
RELOCATE AND
UPGRADE TO 200A, IF
NOT ALREADY 200A
(E
)
E
M
5/8" (E) WATER METER
1
1
CONCRETE WALKWAY
(E)OH TO PL
5'-2 1/2"
CONFORMING
SIDE
1
(N)1ST FLR SIDE SETBACK
7'-11 1/2"
(N) OH TO PL
6'-5 1/2"
(E
)
1
S
T
F
L
R
O
H
T
O
P
L
35
'
-
8
"
(E)RIGHT SIDE BALCONY TO PL
30'-3 1/2"
(N
)
F
R
O
N
T
T
E
R
R
A
C
E
T
O
P
L
31
'
-
0
"
(N)LEFT SIDE TERRACE TO PL
25'-8"
2
2
2
2
(N)RIGHT SIDE TERRACE TO PL
17'-10 1/2"
2
(N)JAPANESE MAPLE
REQUIRED FRONT YARD
TREE PER CMC 19.28.120.B.”
2
30.00°
30.00°
30.00°
30.00°
LINE OF
PRIVACY SHED
LINES OF
PRIVACY SHED
2
3
(N)LEFT SIDE BALCONY TO PL
15'-0"
30.00°
LINES
OF PR
IVAC
Y SH
ED
(N) RHUS LANCIA
AFRICAN SUMAC,
15-GALLON MINIMUM
AND A MINIMUM OF 6’
HIGH PLANTED HEIGHT
3
(N)ARBUTUS
MARINA 24” BOX
MINIMUM AND A
MINIMUM OF 8’ HIGH
PLANTED HEIGHT
3
3
NG 201.76
3
LINE OF REBUILT
BALCONY ABOVE
8'
-
6
"
9
'
-
6
"
4
DI
S
T
.
B
E
T
W
E
E
N
P
R
O
P
O
S
E
D
T
R
E
S
S
1'-9 1/2"
4
5'1" HT. PRIVACY
WALL THIS SIDE ON
LEVEL 2 BALCONY
4
4
DIST. BETWEEN TREES
12'-3 1/2"
ALL EROSION CONTROL MEASURES SHALL BE ONSITE
AND READILY ACCESSIBLE PRIOR TO CONSTRUCTION.
SWEEP OR SCRAPE UP SOILS TRACKED ONTO THE ROAD
AT THE END OF EACH DAY. DO NOT HOSE INTO STREET,
GUTTER, OR STORM.
REVEGETATE DISTURBED AREAS. EXPOSED BARE DIRT
SHALL BE COVERED WITH MULCH, JUT NETTING OR
OTHER EROSION
CONTROL BLANKET.
ALL TEMPORARY STOCKPILES SHALL BE COVERED WITH
6MIL PLASTIC SHEETS, SUITABLY ANCHORED.
THE SITE SHALL BE MONITORED BY THE
CONTRACTOR/OWNER AFTER RAIN EVENT TO VERIFY
EROSION CONTROL MEASURES
ARE FUNCTIONING.
PROTECT (E) CATCH BASIN WITH GRAVEL BAGS
EROSION CONTROL NOTES:
STORM WATER SURFACE OR ROOF DRAINS AND OTHER
GENERAL SURFACE WATER RUNOFF, SHALL NOT BE
DISCHARGED TO THE SANITARY SEWER.
CONTRACTOR SHALL PROTECT EXISTING TREE AND TREE
ROOTS FROM ANY DAMAGE.TREE PROTECTION SHALL BE
INSTALLED PER CITY STANDARD DETAIL 6-4.
REMOVE AND REPLACE BROKEN AND UPLIFTED SIDEWALK,
DRIVEWAY AND CURB AND GUTTER AS DIRECTED BY THE
PUBLIC WORKS INSPECTOR.
NOTES:
1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE
OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY
FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR
OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE
OF CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST
REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM
THE CITY OF CUPERTINO SPECIFICATION OR THESE
IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE
THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR
DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE
SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF
THE OWNER AND/OR CONTRACTOR.
2. CONTACT PUBLIC WORKS, (408) 777-3104, FOR
INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC
IMPROVEMENTS.
3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR
TO OCCUPANCY.
4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND
ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN
A CLEAN CONDITION.
5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE
PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR
REMOVING ANY TREES.
6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS
REQUIRED BY THE STATE WATER RESOURCES CONTROL
BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL.
7. A WORK SCHEDULE OF GRADING AND EROSION &
SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE
CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING
SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL
15.
8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR
CABLE) SHALL BE UNDERGROUNDED IF CONNECTING TO
THE UTILITY POLE IN THE STREET.
9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC
WORKS INSPECTOR FOR FINAL INSPECTION.
10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND
SURFACE, DIRECTED AWAY FROM BUILDING
FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC
RIGHT OF WAY, THE CONTRACTOR WILL BE
RESPONSIBLE FOR PULLING AN ENCROACHMENT ERMIT
FROM THE PUBLIC WORKS DEPARTMENT.
PUBLIC WORKS NOTES:
NEW ADDITION AREA
FIBER ROLL PROTECTION
GENERAL DRAINAGE PATTERN
NOTES:
CLEANOUTS PER SECTIONS 707 & 719 CPC.
a) A CLEAN-OUT TO BE INSTALLED AT THE KITCHEN SINK(S)
b) A CLEAN-OUT WITHIN 2’ OF THE BUILDING FOUNDATION ON THE EXTERIOR
OF THE BUILDING.
c) CLEAN-OUTS TO BE AT THE UPPER TERMINAL OF THE PIPE AND ANY
CHANGE OF DIRECTION OF 135DEGREES.
d) ALL CLEAN-OUTS TO BE EXTENDED TO THE EXTERIOR WHEN LOCATED
MORE THAN 5’ FROM THE CRAWL HOLE.
e) PROVIDE CLEANOUTS 5’ OR MORE OFF THE MAIN BUILDING DRAIN.
f) THE MAXIMUM DISTANCE BETWEEN CLEAN-OUT TO BE 100’.
NOTES:
FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN
THE FOLLOWING LOCATIONS:
1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED
STUDS, AS FOLLOWS:
1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS.
1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM).
2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND
COVE CEILINGS.
3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY
WITH SECTION R302.7.
4.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT
CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST
THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE
MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO
MEET THE ASTM E136 REQUIREMENTS.
5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION
R1003.19.
6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED
AT THE LINE OF DWELLING UNIT SEPARATION.
REQUIRED (PERMITTED)Existing PROPOSED
PRIMARY
UNIT
FRONT REAR COM-
BINED
LEFT
SIDE
RIGHT
SIDE
FRONT REAR COM-
BINED
LEFT
SIDE
RIGHT
SIDE
FRONT REAR COM-
BINED
LEFT
SIDE
RIGHT
SIDE
1ST
FLOOR
20'20'15'≥5'≥5'20'-1''36'-8''14'-4''6'-7 1/2''7'-8 1/2''20'-1''36'-8''14'-5''6'-8 1/2''7'-8 1/2''
2ND
FLOOR
25'25'25'≥10'≥10'36'-10''36'-8''35'-5 1/2''14'21'-5 1/2''36'-10''36'-8''31'-10 1/2''14'17'-10 1/2''
FRONT
TERRACE
(NEW)
20'15'15'---------17'-10 1/2''
(E)REAR
BALCONY
-20'-15'15'--14'--15'
ADU
(NEW)
Under-
lying
Zoning
4'-4'4'-----20'-1''---5'-1''
29'-2 1/2''30'-3 1/2''30'-3 1/2''29'-2 1/2''
25'-8''31'
(encroachment
permitted)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)
(NO
CHANGE)(REBUILT)
4
HOME
REMODEL AND
ATTACHED ADU
Scale
Drawing No.
AS SHOWN
A l l i d e a s , d e s i g n s a n d p l a n s i n d i c a t e d o r r e p r e s e n t e d b y
t h i s a r t a r e o w n e d b y a n d r e m a i n t h e p r o p e r t y
u s e d o r d i s c l o s e d t o a n y o n e
o f O p e n R e m o d e l . N o p a r t s h a l l b e
Title
Date
w i t h o u t p e r m i s s i o n
o f t h e C o m p a n y.
Firm Name and Contact :
Architecture | Home Designs
www.openremodel.com
contact@openremodel.com
408.357.3043
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Rev. DescriptionNo.Rev. Date
PLNG REVIEW -11.10-03-24
PLNG REVIEW -22. 03-27-25
DESIGN MANAGER : SHWETA SINGH
PLNG REVIEW -33. 05-09-25
PLNG REVIEW -44. 06-25-25
19
9
2
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EXISTING & PROPOSED SITE
PLAN
06/25/25
A1-01
SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN
LOT AREA : 7504 SQFT
(E) HOUSE FIRST FLOOR AREA: 1705 SQFT
(E) HOUSE 2ND FLR AREA: 902 SQFT
(E) TOTAL HOUSE AREA: 2607 SQFT
(E) GARAGE AREA : 435 SQFT (NO CHANGE)
(E) PORCH AREA : 37 SQFT
(E)PATIO AREA :202 SQFT
(E) BALCONY : 192 SQFT
NOTE:
FOR 1ST FLOOR SIDE SETBACKS : 15 FEET COMBINED (NO SIDE
YARD SETBACK SHALL BE LESS THAN 5 FEET)
FOR 2ND FLOOR SIDE SETBACKS: 25 FEET COMBINED SIDE YARD
SETBACK (NO SIDE YARD SETBACK SHALL BE LESS THAN 10 FEET)
(E)SECOND FLOOR
WALL LINE
(E)SECOND FLOOR
ROOF LINE
(E)SECOND FLOOR
SCALE: 1/8" = 1'-0"
PROPOSED SITE PLAN
LOT AREA : 7504 SQFT
(N)ADDITION ON 1ST FLR: 1631 + 202-(14) = 1819 SQFT
(N) PROPOSED ADU AREA : 497 SQFT
(N)ADDITION ON SECOND FLOOR : 902 +113 = 1015 SQFT
(N)PORCH AREA: 55 SQFT
REBUILT BALCONY : 184 SQFT
2
23
RM-2024-030
10/16/2025
Danielle Condit