A0.3_PROPOSED SITE PLANWUNDERLICH DRIVE ( 60' R/W )
S.52°15'00"E. 55.00'
N.
3
7
°
4
5
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E
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1
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S.68°00
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5
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'
5' P.U.E.
N.
3
7
°
4
5
'
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"
E
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1
1
9
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'
P.L.
P.L.
P.
L
.
P.
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.
TBM
JP
GM
(E) WINDOW AT
2ND FLOOR (TYP.)
x
x
x
x
x
x
x
x
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x
x
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(E) WINDOW AT
2ND FLOOR (TYP.)
(E) WINDOW AT
2ND FLOOR (TYP.)
EL=100.00
MH
SSCO
O
/
H
E
L
E
C
6"
G
R
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O
F
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S
9"
-
1
1
"
G
R
O
V
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S
4"TREE
4"ORANGE
4"ORANGE
4"ORANGE
14"TREE
10741
WUNDERLICH DRIVE
PROPOSED HOUSE
10731 WUNDERLICH DRIVE
EXISTING HOUSE
10751 WUNDERLICH DRIVE
EXISTING HOUSE
(E) WINDOW AT
2ND FLOOR (TYP.)
(N) 400
EMP
(E) CONC.
PAVEMENT
(E) CONC.
PAVEMENT
36
'
-
6
"
49
'
-
2
"
6'-0"
5' MIN. 1ST FL SETBACK
COMBINED 15'
14'-9"
5' MIN. 1ST FL
SETBACK
COMBINED 15'
12'-6"
5'-0"
24
'
-
0
"
(N) LANDSCAPE
20'-0"
(N) PAVER
DRIVEWAY. REFER
TO 3/A0.2
10'x20'10'x20'
12'-6"
12'-6" MIN. SETBACK
12'-6" MIN. SETBACK
47
'
-
2
"
33
'
-
8
"
25
'
-
0
"
M
I
N
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S
E
T
B
A
C
K
20
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"
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S
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T
B
A
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K
20
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"
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S
E
T
B
A
C
K
25
'
-
0
"
M
I
N
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S
E
T
B
A
C
K
(N) CONC. PATIO
22
'
-
0
"
20
'
-
0
"
M
I
N
.
SE
T
B
A
C
K
ADU
1ST FLOOR
2ND FLOOR
1,859 SF
1,223 SF
797 SF
WP
WP WPWPWP
WP WP
(N) CONC. LANDING
WP
(N
)
P
A
V
E
R
WA
L
K
W
A
Y
(N
)
C
O
N
C
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WA
L
K
W
A
Y
(N
)
C
O
N
C
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WA
L
K
W
A
Y
(N) PAVER
WALKWAY
(N) MULCH
(N) PRIVACY
SCREEN TREE,
TYP. SEE
LANDSCAPE PLAN
(N) PROPOSED
TREE. SEE
LANDSCAPE PLAN
1
102
.
9
8
2 N
101
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4
9
3 TP
102
.
5
6
20
2122
23
24
32
33
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36
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40
GFC
103
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7
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GFC
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0
4
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102
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5
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3
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48 GFC
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7
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102
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8
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72 G
102
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5
4
73 G
102
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6
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74 G
103
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0
5
75 G
102
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7
2
76G
103
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0
0
77 G
102
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6
8
78 G
102
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8
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79 G
102
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6
6
80
102
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7
481
102
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6
6
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102
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5
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102
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5
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102
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5
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85 TP
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6
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9
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102.96
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8
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109
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6
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114
FF
103
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TP
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3
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9
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125
EC
101
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0
7
126
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130
132
133
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138
FG
102
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4
8
139
TP
101
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2
1
141
142
143
144
147
150
EC
101
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2
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151
102
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155
G
102
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156
G
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157
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102
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6
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158
G102
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4
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159
G
101
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9
0
160
G
101
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161
G101
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2
5
173
213
FCO
R
214
215
TP
102
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5
7
216
(N) CONDENSER
16'-6"
WP
SCALE: 3/32" = 1'-0"
PROPOSED SITE PLAN
Sheet
Date
Check
Scale
Drawn
Revisions By
Noted
1
A0.3
NORTH
L.L.
Designer
Linda Lin
6525 Crown Blvd. #41068
San Jose, CA 95160
lindal.designstudio@gmail.com
Project Name
PROPOSED
SITE PLAN
Drawing Name
FRONT YARD AREA: 1,339 SQ.FT.
FRONT YARD IMPERVIOUS AREA: 639 SQ.FT.
FRONT YARD IMPERVIOUS AREA RATIO: 48%
(N) HIGH EFFICACY EXTERIOR WATER PROOF WALL MOUNTED LIGHT
FIXTURE. BEL AIR LIGHTING, "CALI" 1-LIGHT SMALL BRONZE CYLINDER
OUTDOOR WALL LIGHT SCONCE (FIXTURE IS OPEN AT THE BOTTOM), OR
SIMILAR. HT.: 7.3". CONSTRUCTED OF WEATHER RESISTANT IRON.
WATTAGE: LED 60 WATTS EQUIVALENT.
COLOR TEMPERATURE OF 3,000 KELVIN OR LESS.
CONTROLLED BY A MANUAL ON AND OFF SWITCH WITH PHOTOCELL AND
EITHER A MOTION SENSOR OR AN AUTOMATIC TIME SWITCH CONTROL;
OR CONTROLLED BY AN ASTRONOMICAL TIME CLOCK CONTROL PER
CENC §150.0 (K) (3) (A).
REFER TO 3 & 4 / A0.3 FOR DETAILS.
WP
A0.3
SCALE: N.T.S.
CITY STANDARD DRIVEWAY DETAIL
4
A0.3
1. ALL FENCES ARE EXISTING STANDARD 6' HT. RESIDENTIAL FENCES.
NO PROPOSED FENCES.
2. TREES TO BE REMOVED AND REPLACED ARE NOTED ON PLANS.
3. A MINIMUM 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A
MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE
FACE OF THE WALL. (R401.3) EXCEPTIONS:
A) IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE,
INSTALL DRAINS OR SWALES TO ENSURE DRAINAGE AWAY
FROM THE STRUCTURE.
B) IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING
FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM
THE BUILDING.
4. EXISTING AND PROPOSED DOWNSPOUTS FROM THE ROOF ARE
INDICATED ON 1/A0. INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS
TO ENSURE ROOF WATER IS DIRECTED AWAY FROM THE
FOUNDATION. ANY EXISTING DOWNSPOUTS THAT CONNECT
DIRECTLY TO THE STORM DRAIN SYSTEM SHALL BE DISCONNECTED
AND DIRECTED TOWARDS LANDSCAPED AREAS.
5. IF THE PROJECT DAMAGES THE CITY’S SIDEWALK, DRIVEWAY, OR
CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE
PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE
ANY BROKEN CONCRETE (EXISTING OR DAMAGES BY THE PROJECT)
AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN
ENCROACHMENT PERMIT WILL ALSO BE REQUIRED.
6. THE USE OF COPPER METAL ROOFING, COPPER GRANULE
CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND
DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL COPPER IS
STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING
PROJECTS.
7. WHERE POSSIBLE, DIRECT STORM DRAINAGE FROM REAR OF
PROPERTY THROUGH GRASS SWALES TO THE PUBLIC RIGHT OF WAY.
8. NO NEW LANDSCAPE IS PROPOSED EXCEPT REMOVING (E)
DRIVEWAY AND COVER THE AREA WITH MULCH.
9. THE PROJECT IS SUBJECT TO THE STANDARDS AND
REQUIREMENTS OF CITY CODE CHAPTER 17.04. THESE STANDARDS
INCLUDE MEASURES TO PROTECT NESTING BIRDS SHOULD
CONSTRUCTION TAKE PLACE BETWEEN FEBRUARY 1 AND AUGUST 31.
PROJECT CONSTRUCTION ACTIVITIES WILL CONFORM TO THE
APPLICABLE REQUIREMENTS OF CITY CODE CHAPTER 17.04.
10. PER CITY CODE SECTION 14.18.210, THE CITY'S STANDARD TREE
PROTECTION MEASURES, OUTLINED IN APPENDIX A OF CITY CODE
CHAPTER 14.18, AN ISA-CERTIFIED ARBORIST WILL BE REQUIRED TO
VERIFY THE HEALTH OF THE TREE AND THAT THE TREE PROTECTION
MEASURES ARE IN PLACE PRIOR TO CONSTRUCTION. THE ARBORIST
WILL ALSO NEED TO VERIFY THE HEALTH OF THE TREE FOLLOWING
CONSTRUCTION.
SHEET NOTES
10
7
4
1
W
U
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A
9
5
0
1
4
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W
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+
A
D
U
01/21/24
1
1
05/14/241 L.L.
1
1
EXTERIOR WALL SCONCE DETAILS
SCALE: NONE
3
A0.3
LIGHT BULB SPECIFCATIONS FOR EXTERIOR WALL SCONCE
SCALE: NONE
1
2
A0.3
1
OUTDOOR LIGHTING SHALL COMPLY WITH THE OUTDOOR LIGHTING
REQUIREMENTS 19.102.040
I. OUTDOOR LIGHTING MUST BE FULLY SHIELDED FIXTURES,
DIRECTED DOWNWARD TO MEET PARTICULAR NEED AWAY FROM
ADJACENT PROPERTIES AND RIGHTS-OF-WAYS TO AVOID LIGHT
TRESPASS.
II. ALL LIGHT SOURCES SHALL HAVE A MAINTAINED CORRELATED
COLOR TEMPERATURE OF 3,000 KELVIN OR LESS.
III. ALL OUTDOOR LIGHTING MUST BE FULLY EXTINGUISHED OR BE
MOTION SENSOR OPERATED BY 11:00 P.M. OR WHEN PEOPLE ARE NO
LONGER PRESENT IN EXTERIOR AREAS, WITH EXCEPTIONS.
IV. LIGHTING DESIGN STANDARDS SUCH AS LIGHTING FIXTURES MUST
BE OF A DESIGN THAT COMPLEMENTS THE BUILDING AND LANDSCAPE
DESIGN.
V. PROHIBITED LIGHTING INCLUDES OUTDOOR BLINKING, FLASHING,
OR ROTATING LIGHTS, FLOOD LIGHTS, SPOTLIGHTS, AND OTHERS AS
APPLICABLE.
OUTDOOR LIGHTING REQUIREMENTS:
1
09/04/242 L.L.
2
2