F R A N K L I N S T R E E T
HEAT PUMP HEAT PUMP
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
THE OWNERS AFTER THE CONSTRUCTION IS FINISHED.
(WEATHER-BASED) CONTROLLER.
OPENINGS SHALL BE COVERED DURING CONSTRUCTION.
(RECYCLING OR REUSE)
* INSTALL HIGH-EFFICIENCY IRRIGATION SYSTEM. SYSTEM HAS SMART * DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT GreenPoint Rated Checklist:
* DIVERT 50% (BY WEIGHT) OF ALL CONSTRUCTION AND DEMOLITION WASTE. * HOMEOWNER MANUAL OF GREEN FEATURES/BENEFITS SHALL BE GIVEN TO THE * ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, & AEROSOL PAINT CONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE BUILDING INSPECTOR.
CGBSC 4.504.
* PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR OR
THE OWNER/BUILDER (FOR ANY OWNER/BUILDER PROJECTS) MUST BE PROVIDED TO
THE CITY OF MOUNTAIN VIEW BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES,
CARPET SYSTEMS (INCLUDING CARPETING, CUSHION & ADHESIVE), RESILIENT FLOORING
SYSTEMS, & COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS SPECIFIED IN CGBSC 4.504.
Attachment 2
F R A N K L I N S T R E E T
F R A N K L I N S T R E E T
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
PAVEMENT AREA
B =
A = 3'X14'= 42 SF
5'x5'= 25 SF
3197.14 SF
F =
E = 10'1"X1'7"= 15.96 SF
5'2"X1'7" = 8.18 SF
C = 27'X5'= 135.01 SF
OPEN SPACE AREA
1789.26 SF LOPEN SPACE SUBTOTAL
PAVEMENT AREA SUBTOTAL I
G = 35'X3' = 104.98 SF
D = 101'1"X3' = 303.20 SF K A BC J D
H = 8'1"X1'5"= 11.44 SF
I = 35'10"X3'2" = 113.46 SF
PERMEABLE PAVEMENT
LANDSCAPE AREA
CONCRETE FE I H G M
K = 4'2"X11' = 45.83 SF
M =
L = 35'10"X26'= 931.62 SF
142'8"X10' = 1426.67 SF
J = 15'7"X2'2" = 33.79 SF A BC J D FE I H G
(PEDESTRIAN WALKWAY + LANDSCAPE AREA) b
d =
c = 116'8"X2'0"= 233.33 SF
26'X4'2"= 108.38 SF
b = 27'X9'= 243.00 SF
a =
g = 21'11"X7'4"= 168.04 SF
f = 22'4"X4'2"= 93.06 SF
e = 4'9"X7'4"= 34.85 SF a
9'X5'= 45.00 SF
B =
A = 3'X14'= 42 SF
5'x5'= 25 SF
F =
E = 10'1"X1'7"= 15.96 SF
5'2"X1'7" = 8.18 SF
C = 27'X5'= 135.01 SF
G = 35'X3' = 104.98 SF
D = 101'1"X3' = 303.20 SF
H = 8'1"X1'5"= 11.44 SF
I = 35'10"X3'2" = 113.46 SF
J = 15'7"X2'2" = 33.79 SF c e d f g
PEDESTRIAN WALKWAY 793.02 SF
LANDSCAPE AREA 996.24 SF h j i k
h = 13'5"'X1'7"= 21.24 SF
k = 13'10"X1'5"= 19.60 SF
j = 13'11"X1'5"= 19.71 SF
i = 6'4"X1'7"= 10.03 SF
LANDSCAPE AREA b
d =
c = 116'8"X2'0"= 233.33 SF
26'X4'2"= 108.38 SF
b = 27'X9'= 243.00 SF
a =
g = 21'11"X7'4"= 168.04 SF
f = 22'4"X4'2"= 93.06 SF
e = 4'9"X7'4"= 34.85 SF a
9'X5'= 45.00 SF c e d f g LANDSCAPE AREA SUBTOTAL 996.24 SF h j i k h = 13'5"'X1'7"= 21.24 SF
k = 13'10"X1'5"= 19.60 SF
j = 13'11"X1'5"= 19.71 SF
i = 6'4"X1'7"= 10.03 SF
(1789.25 SF OF 7500 SF)
23.86%
(3197.13 SF OF 7500 SF)
42.63%
(996.24 SF OF 7500 SF)
13.28%
A. PAVEMENT AREA
B. OPEN SPACE AREA
C. LANDSCAPE AREA
(PEDESTRIAN WALKWAY + AUTOMOBILE AREA)
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
MAIN BUILDING FIRST FLOOR - 2,887.54 SF LIVING ROOM BEDROOM LIVING ROOM KITCHEN W/H W/D BATH LIVING ROOM LIVING ROOM BATH BEDROOM LIVING ROOMKITCHEN W/H W/D BATH ROOM W/H PATIO BATH W/H W/D W/D KITCHEN KITCHEN W/H W/H W/D W/D KITCHEN BATH BATH 4.22 S.F. 3.56 S.F. 4.22 S.F. 3.56 S.F. W/D W/D W/D LAUNDRY
FLOOR PLAN NOTES
”
×
” ”
” ” ”
″ ®
PROJECT INFORMATION
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
LIVING ROOM KITCHEN LIVING ROOM KITCHEN W/H W/D BEDROOM LIVING ROOM KITCHEN BATH ROOM W.I.C PATIO PATIO W/HW/D BEDROOM LIVING ROOM KITCHEN BATH ROOM W.I.C W/H W/D BEDROOM BATH ROOM W.I.C W/HW/D BEDROOM BATH ROOM W.I.C MAIN BUILDING SECOND FLOOR - 3,217.23 SF STORAGE 20.28 S.F. 3.56 S.F. 3.56 S.F. 3.56 S.F. 3.56 S.F. STORAGE 34.82 S.F. (UNDER STAIRS) STORAGE 27.24 S.F. (UNDER STAIRS)
FLOOR PLAN NOTES
”
×
” ”
” ” ”
″ ®
PROJECT INFORMATION
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
LIVING ROOM KITCHEN KITCHEN BEDROOM 1 LIVING ROOM M. BEDROOM MAIN BUILDING THIRD FLOOR - 2,612.43 SF BEDROOM 1 BATH 2 M. BEDROOM W/H W/D W.I.C BATH 1 STORAGE STORAGE 16.09 S.F. 16.09 S.F. STORAGE 10.21 S.F. BATH 1 STORAGE 10.21 S.F. BATH 2 W/D W/H W.I.C
FLOOR PLAN NOTES
”
×
” ”
” ” ”
″ ®
PROJECT INFORMATION
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
W/H BATH ROOM
W/D BEDROOM 1 BEDROOM 2 LIVING ROOM KITCHEN DINING BEDROOM LIVING ROOM KITCHEN W/H
W/D BATH ROOM
2 DETACHED ADU SECOND FLOOR - 1544.54 SF 3.56 S.F. 4.75 S.F. 4.87 S.F.
FLOOR PLAN NOTES
ceiling recessed downlight luminaires shall not have screw installed to provide decorative lighting.
electronic ballasts.
recessed downlight luminaires are classified as high efficacy they are ceritified to the Commission as High Efficacy Light Sources
9. Any light source not otherwise listed in this table. bases regardless of lamp type as described in Section 150.0(k)1C
8. All light sources in ceiling recessed downlight luminaires. Note that
6. Inseparable SSL luminaires containing colored light sources that are
5. LED light sources installed outdoors.
4. Luminaires with hardwired high frequency generator and induction lamp.
3. High pressure sodium light sources.
2. Pulse-start metal halide light sources.
1. Pin-based linear or compact fluorescent light sources using in accordance with Reference Joint Appendix JA8 and be marked as Light sources in this column are only considered to be high efficacy if and are not required to comply with Reference Joint Appendix JA8 Light sources in this column other than those installed in ceiling Light sources shall comply with one of the columns below:
High Efficacy Light Sources
TABLE 150.0-A CLASSIFICATION OF HIGH EFFICACY LIGHT SOURCES required by JA8.
NOTE:
”
×
” ”
” ” ”
″ ®
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
12 4.5
12 9
A. PROPOSED FRONT ELEVATION - MAIN BUILDING
333
12 9
GENERAL NOTE:
ELEVATION NOTES: ”
” ” ” ” ”
” ”
”
” ”
”
” ” ” ”
”
”
”
” ” ”
”
” ® ®
®
12 9
B. PROPOSED REAR ELEVATION - MAIN BUILDING
12 4.5
12 9
12 9
B. PROPOSED REAR ELEVATION - MAIN BUILDING
12 4.5
12 9
33"x35"
HEAT PUMP (WALL MOUNT)
31"x21-1/2"
HEAT PUMP (WALL MOUNT)
12 HEAT PUMP(31"x21-1/2") 15,000 BTU
FOR STUDIOS, 1 BED UNITS.
2 HEAT PUMP(33"x35") 36,000 BTU
FOR 2 BED UNITS.
EXTERIOR BUILDING FINISH:
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
C. PROPOSED RIGHT ELEVATION (SOUTH) - MAIN BUILDING
12 9
12 9
D. PROPOSED LEFT ELEVATION (NORTH) - MAIN BUILDING
12 9
12 9
GENERAL NOTE:
ELEVATION NOTES:
EXTERIOR BUILDING FINISH:
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
C. PROPOSED LEFT ELEVATION (NORTH) - DETACHED ADU
D. PROPOSED RIGHT ELEVATION (SOUTH) - DETACHED ADU B. PROPOSED REAR ELEVATION - DETACHED ADU GENERAL NOTE:
ELEVATION NOTES: ”
” ” ” ” ”
” ”
”
” ”
”
” ” ” ”
”
”
”
” ” ”
”
” ® ®
®
A. PROPOSED FRONT ELEVATION - DETACHED ADU
12 4
EXTERIOR BUILDING FINISH:
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
MAIN BUILDING DETACHED ADU
B. PROPOSED SIDE OVERALL ELEVATION - RIGHT
C. PROPOSED RIGHT ELEVATION (SOUTH) - MAIN BUILDING
12 9
12 9
B. PROPOSED SIDE OVERALL ELEVATION - LEFT (NORTH)
DETACHED ADU MAIN BUILDING
12 9
12 9
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
* HVAC SYSTEM INSTALLERS MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED.
* CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING FEFORE ENCLOSURE. * PROTECT DOCUMENTATION OF VOC LIMITS AND FINISH MATERIALS. * PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS AT EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS.
GreenPoint Rated Checklist:
* REDUCE FORMALDEHYDE IN INTERIOR FINISH - MEET CURRENT CARB AIRBORNE TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD FORMALDEHYDE LIMITS BY MANDATORY COMPLIANCE DATES. * USE LOW-VOC CAULKS, CONSTRUCTION ADHESIVES AND SEALANTS THAT MEET SCAQMD RULE 1168. * USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113.
* LOW-VOC INTERIOR WALL/CEILING PAINTS. (<50 GPL VOCS REGARDLESS OF SHEEN) * ALL CARPET AND 80% OF RESILIENT FLOORING IS LOW EMITTING. * CARPET & CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. (4.504.3) 2019 CPC PER CGBSC 4.303.3.2.
* ALL PLUMBING FIXTURES & FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABLE 1401.1 OF * DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED PER SEC. 4.507.2. HVAC SYSTEM
INSTALLERS MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUT BE QUALIFIED.
* INSTALL WHOLE HOUSE FAN W/ INSULATED LOUVERS/COVERS (MIN. R-4.2) WHICH CLOSE WHEN THE FAN IS OFF.
* HIGH EFFICIENCY KITCHEN AND UTILITY FAUCETS ≤ 1.8 GPM. * HIGH EFFICIENCY BATHROOM FAUCETS ≤ 1.5 GPM AT 60 PSI.
GreenPoint Rated Checklist:
* INSTALL ENERGY STAR BATHROOM FANS ON TIMER AND HUMIDISTAT. * COMPLIANCE WITH ASHRAE 62.2 MECHANICAL VENTILATION STANDARDS. (AS ADOPTED IN T-24 PART 6) * DESIGN AND INSTALL HVAC SYSTEM TO ACCA MANUAL J, D, AND S RECOMMENDATIONS. * INSTALL ONLY HIGH EFFICIENCY TOILETS. (DUAL-FLUSH OR ≤ 1.28 GPF) PER CPC 402.2.2. * HIGH EFFICIENCY SHOWERHEADS ≤ 2.0 GPM AT 80 PSI. (MULTIPLE SHOWERHEADS SHALL NOT EXCEED MAX. FLOW RATES)
Attachment 2
1ST FLOOR AREA CALCULATION
E =
F =
D =
C = 9'8"X2'7"= 24.98 SF
4'0"X6'3"= 25.00 SF
17'6"X17'2"= 300.38 SF
13'6"X2'7"= 34.98 SF
UNIT 101(BMR) 584.17 SF
B = 17'6"X17'2"= 300.38 SF
A = 35'0"X17'10"= 624.16 SF
FIRST FLOOR - MAIN BUILDING
SECOND FLOOR - MAIN BUILDING
THIRD FLOOR - MAIN BUILDING
SECOND FLOOR - DETACHED ADU
K = 9'8"X2'7"= 24.98 SF
J = 4'0"X6'3"= 25.00 SF
H =
I =
9'8"X7'4"= 70.89 SF
9'8"X7'4"= 70.89 SF
G = 4'0"X6'3"= 25.00 SF
L = 17'6"X17'2"= 300.38 SF
M = 4'0"X6'3"= 25.00 SF
N = 13'6"X2'7"= 34.98 SF
O = 17'6"X17'2"= 300.38 SF
P = 4'0"X7'10"= 31.33 SF
Q = 31'0"X17'10"= 552.84 SF
R = 3'10"X12'6"= 47.91 SF
UNIT 102(BMR) 350.36 SF
UNIT 103(BMR) 624.16 SF
UNIT 104(BMR) 360.36 SF
UNIT 106(BMR) 360.36 SF
COMMON AREA 608.13 SF
1ST FLOOR SUBTOTAL 2,887.54 SF
S = 3'10"X7'4"= 28.08 SF
T = 13'6"X13'7"= 183.39 SF
U = 6'0"X11'7"= 69.50 SF
V = 17'6"X6'8"= 116.66 SF
W = 19'6"X17'4"= 337.96 SF
d = 17'6"X6'8"= 116.66 SF
X =
Y =
Z =
a =
b = 39'0"X7'4"= 285.99 SF
c = 19'6"X17'4"= 337.90 SF
e = 13'6"X13'7"= 183.39 SF
f = 6'0"X11'7"= 69.50 SF
g = 4'0"X2'0"= 8.00 SF
h =
i =
j =
k =
l =
13'6"X13'7"= 183.39 SF
6'0"X11'7"= 69.50 SF
17'6"X6'8"= 116.66 SF
19'6"X17'4"= 337.96 SF
17'6"X6'8"= 116.66 SF
19'6"X17'4"= 337.90 SF
6'0"X11'7"= 69.50 SF
13'6"X13'7"= 183.39 SF
4'0"X2'0"= 8.00 SF
UNIT 202 707.51 SF
UNIT 203(BMR) 707.51 SF
UNIT 201 715.45 SF
UNIT 204 715.45 SF
COMMON AREA 371.31 SF
2ND FLOOR SUBTOTAL 3,217.23 SF
ADU SUBTOTAL 1544.54 SF
Ee =
Dd = 22'4"X3'2"= 114.03 SF
Ff =
666.04 SF
COMMON AREA 70.72 SF
21'10"X37'0"= 807.78 SF
18'0"X37'0"= 666.04 SF
2ND FLOOR AREA CALCULATION
ADU FLOOR AREA CALCULATION
UNIT 333-B(BMR)
UNIT 333-A(BMR) 807.78 SF
W/H W/D W/H W/D Ee Ff Dd UP W/H W/D W/H W/D W/H UP W/H W/D W/D W/H W/H W/D W/D A
B
E
C
D
J
H
K
GM
F
I N
L
O
Q
R
P
s aa
aa = 10'X4'= 40.00 SF W/H W/D W/HW/D W/H W/D W/HW/D
T
U
X
Y
V
Z
W
a
b
c
h
d i e
f j k
g l
bb = 6'8"X2'0"= 13.33 SF
cc = 6'8"X2'0"= 13.33 SF
ee = 6'8"X2'0"= 13.33 SF
ff = 6'8"X2'0"= 13.33 SF
gg = 4'X2'= 8.00 SF cc bbee ff gg
W/H W/D W/D W/H m
n
p
sw
v
tx
u
y
z Cc Bb Dd Ee
3RD FLOOR SUBTOTAL 2,612.43 SF
o = 14'6"X4'8"= 67.69 SF
m = 16'6"X12'7"= 207.58 SF
n = 16'6"X13'6"= 222.74 SF
p = 14'6"X6'8"= 96.66 SF
q = 16'6"X2'11"= 48.13 SF
x =
r = 33'X15'5"= 508.84 SF
s = 18'9"X3'8"= 68.71 SF
t = 5'3"X3'8"= 19.24 SF
v = 5'0"X7'4"= 36.64 SF
w = 18'9"X3'8"= 68.75 SF
Aa =
y =
z =
UNIT 302
Cc =
Bb =
UNIT 301
1,243.08 SF
1,174.34 SF
COMMON AREA 195.01 SF
5'3"X3'8"= 19.24 SF
2'0"X1'9"= 3.49 SF
33'0"X15'5"= 508.84 SF
16'6"X2'11"= 48.13 SF
14'6"X6'8"= 96.66 SF
14'6"X4'8"= 67.66 SF
3RD FLOOR AREA CALCULATION
o
q
r
u = 2'0"X1'9"= 3.49 SF Aa
Dd = 16'6"X12'7"= 207.58 SF
Ee = 16'6"X13'6"= 222.74 SF hh ii jj kk ll mm hh = 4'8"X2'0"= 9.33 SF ii = 6'8"X2'0"= 13.33 SF
jj = 2'0"X7'4"= 36.64 SF
kk = 2'0"X3'10"= 7.66 SF
ll = 2'0"X4'8"= 9.33 SF
mm = 2'0"X6'8"= 13.33 SF oo
oo = 12'X2'= 24.00 SF W/D W/D W/D
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
The trash room shall have
bumpers on the walls to avoid
damage from colliding with
the bins.
A
LOT COVERAGE CALCULATION
A = 35'0"X82'6"= 2887.20 SF
(BUILDING FOOTPRINT
1. BUILDING FOOTPRINT
LOT COVERAGE TOTAL 3231.72 SF
B =
2. TRASH ROOM
16'2"X9'6"= 153.58 SF
D =
3. STORAGE
15'6"X11'= 170.50 SF
TRASH ROOM + STORAGE)
B
D
C
C = 13' 7-1/2"X1'6"= 20.44 SF
TRASH ROOM TOTAL 174.02 SF
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
SOLAR PANEL CALCULATION
SOLAR PANEL DIMENSION: 74" X 41.1".
TOTAL ANNUAL CONSUMPTION OF 13 UNITS IS 64,100 KWH,
79 PANELS MINMUM GENERATE 64,158 KWH.
EACH SOLAR PANEL GENERATE 0.445 KW/HR
PER DAY 0.445 KW/HR X 5 HRS = 2.225 KWH
PER YEAR 2.225 KWH X 365 DAYS = 812.125 KWH
TWO 2-BEDROOM UNITS: 6,500 KWH X 3 = 19,500 KWH
SEVEN 1-BEDROOM UNITS: 5,000 KWH X 7 = 35,000 KWH
THREE STUDIO UNITS: 3,200 KWH X 3 = 9,600 KWH
Attachment 2
4.5:12
ROOF RIDGE 9:12 9:12 9:12 9:12 9:12 4.5:12 4.5:12 4.5:12 9:12 9:12 9:12 9:12 FLAT FLAT 682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
SOLAR PANEL CALCULATION
SOLAR PANEL DIMENSION: 74" X 41.1".
TOTAL ANNUAL CONSUMPTION OF 13 UNITS IS 64,100 KWH,
79 PANELS MINMUM GENERATE 64,158 KWH.
EACH SOLAR PANEL GENERATE 0.445 KW/HR
PER DAY 0.445 KW/HR X 5 HRS = 2.225 KWH
PER YEAR 2.225 KWH X 365 DAYS = 812.125 KWH
TWO 2-BEDROOM UNITS: 6,500 KWH X 3 = 19,500 KWH
SEVEN 1-BEDROOM UNITS: 5,000 KWH X 7 = 35,000 KWH
THREE STUDIO UNITS: 3,200 KWH X 3 = 9,600 KWH
Attachment 2
A. BUILDING CROSS SECTION (MAIN)
12 9
12 9
LIVING ROOM LIVING ROOM LAUNDRY LIVING ROOM
BEDROOM 1 BATH 1 LIVING ROOM LIVING ROOM BATH 1 BEDROOM 1
BEDROOM BATH ROOM LIVING ROOM LIVING ROOM BATH ROOM BEDROOM LIVING ROOM BEDROOM 1 BEDROOM 2
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Silicon Valley Custom Homes
Attachment 2
Silicon Valley Custom Homes
682 Villa Street, Suite C1
Mountain View, CA 94041
www.svcustomhomes.com
(408) 204-0345
Attachment 2
1/10/2021
A7
Attachment 2
EXISTING UTILITY NOTE:
NOTES:
EARTHWORK QUANTITIES
SHEET INDEX
PROJECT DATA:
I. STANDARD GRADING NOTES
II. DUST CONTROL
III. FIRE PROTECTION NOTE
IV. FIRE SERVICE INSTALLATION
GRADING AND DRAINAGE PLAN
FOR
333 FRANKLIN STREET
MOUNTAIN VIEW, CA 94041
APN 158-12-069
LEGEND & ABBREVIATIONS REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25
VICINITY MAP
Attachment 2
F R A N K L I N S T R E E T
APN 158-12-077
LOT SIZE = 7,520± SF
MAIN BUILDING
TRASH
STORAGE
WLK
B1 = 2,848 SF
PATIO
B2 = 203 SF
B4 = 1,763 SF
B5 = 468 SF
B6 = 174 SF
B3 = 40 SF
B8 = 71 SF
TRASH
STAGING AREA
LD
LD
ADU
B7 = 171 SF LD
LS = 1,391 SF
PAVER DWY
B9 = 16 SF
B11 = 291 SF
B13 = 163 SF B12 = 187 SF
B14 = 36 SF
B15 = 193 SF
B10 = 203 SF F R A N K L I N S T R E E T
A3 = 791 SF
APN 158-12-077
LOT SIZE = 7,520± SF TRACT NO. 9243 733 M 29
A1 = 2,861 SF
A2 = 2,122 SF
EX DWY
EX BUILDING EX CARPORT
EX DWY
EX WLK
A4 = 94 SF
LS = 1,451 SF
A5 = 205 SF
EX PORCH
EX PORCH
A6 = 311 SF
A7 = 207 SF
A8 = 161 SF
A9 = 36 SF
A10 = 193 SF REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25
SITE PLAN
DEMOLITION PLAN
LEGEND
APN 158-12-069
LOT SIZE = 7,524 ± SF
APN 158-12-069
LOT SIZE = 7,524 ± SF
APN 158-12-048
APN 158-12-048
Attachment 2
F R A N K L I N S T R E E T
APN 158-12-077
LOT SIZE = 7,520± SF TRACT NO. 9243 733 M 29
MAIN BUILDING
TRASH
STORAGE
WLK
PATIO
LD
LD
ADU LD
PAVER DWY REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25 APN 158-12-048
INSPECTION & MAINTENANCE :
SOURCE CONTROL MEASURES:
SITE DESIGN MEASURES:
TREATMENT SYSTEM:
LEGEND
BIORETENTION DETAIL
APN 158-12-069
LOT SIZE = 7,524 ± SF
Attachment 2
F R A N K L I N S T R E E T APN 158-12-077 LOT SIZE = 7,520± SF TRACT NO. 9243
733 M 29 MAIN BUILDING TRASH STORAGE WLK PATIO TRASH STAGING AREA 1ST FF= 76.92' LD LD 76.50' 76.30' 76.28' 2ND FF= 84.92' 3RD FF= 93.92' FF= 76.16' 2ND FF= 85.0' ADU
84.43'
LD PAVER DWY SECTION A-A MAIN HOUSE 1ST FF = 76.92 DWY SECTION B-B MAIN HOUSE 1ST FF = 76.92 FRANKLIN ST STORAGE ADU 2ND FF = 85.0 PARKING FF=76.16 SECTION C-C TRASHADU 2ND FF = 85.0STORAGE FF=76.16 DWY REVISED PER ROUND 2 COMMENTS HP 08/12/25
REVISED PER ROUND 3 COMMENTS HP 10/24/25 HANGING FLOOR JOIST DETAIL APN 158-12-069 LOT SIZE = 7,524 ± SF APN 158-12-048 SWALE TYPICAL SECTION DETAIL A - 9"x9" GRATE FINISH GRADE DETAIL DETAIL B - BUBBLER BOX Attachment
2 F R A N K L I N S T R E E T APN 158-12-077 LOT SIZE = 7,520± SF TRACT NO. 9243
733 M 29 MAIN BUILDING TRASH STORAGE WLK PATIO TRASH STAGING AREA 1ST FF= 76.92' LD LD 76.50' 76.30' 76.28' 2ND FF= 84.92' 3RD FF= 93.92' FF = 76.16' 2ND FF= 85.0' ADU
84.43'
LD PAVER DWY SECTION D - D
REVISED PER ROUND 2 COMMENTS HP 08/12/25
REVISED PER ROUND 3 COMMENTS HP 10/24/25 APN 158-12-069 LOT SIZE = 7,524 ± SF APN 158-12-048 SECTION E - E Attachment 2
F R A N K L I N S T R E E T
APN 158-12-077
LOT SIZE = 7,520± SF
APN 158-12-066 TRACT NO. 9243 733 M 29
MAIN BUILDING
TRASH
STORAGE
WLK
PATIO
TRASH
STAGING AREA
LD
LD
ADU LD
PAVER DWY REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25 NOTES:
EXISTING PROPOSED
LEGEND:
APN 158-12-048
APN 158-12-069
LOT SIZE = 7,524 ± SF
Attachment 2
F R A N K L I N S T R E E T
APN 158-12-077
LOT SIZE = 7,520± SF TRACT NO. 9243 733 M 29
MAIN BUILDING
TRASH
STORAGE
WLK
PATIO
TRASH
STAGING AREA
LD
LD
ADU LD
PAVER DWY REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25 APN 158-12-069
LOT SIZE = 7,524 ± SF
APN 158-12-048
LEGEND
Attachment 2
REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25 Attachment 2
REVISED PER ROUND 2 COMMENTS HP 08/12/25 REVISED PER ROUND 3 COMMENTS HP 10/24/25 Attachment 2
ProposedLandscapePlan
L-1
Plant List
Symbol Quantity Botanical Name Common Name Specification Ht. x spread
Water
usage
Native
Tree
POD 1 Podocarpus gracilior Fern Pine 24" box, std. 45'x20' L No Laurus nobilis 'Saratoga'
No
No Shrubs
RHA
6 Rhamnus californica Coffeeberry 15 Gal. 4'-8'x4'-8'' L Yes
Arctostaphylos densiflora
‘Howard McMinn’
5 Gal. L Yes
Yes CAR 5 Carpenteria californica
‘Elizabeth’
Bush Anemone 5 Gal. 6'x6' L Yes
Groundcover /Lawn Alternate
BAC 28 Baccharis pilularis ‘Pigeon
Point’
Dwarf Coyote Brush 1 Gal. 2'x8' L Yes
PHY
Yes
Total Plants: 416
Very Low /Low water Plants: 413
Percentage of low water used plant: 99.28%
California native plant: 412
Percentage of California Native Plan: 99.04%
Notes:1. All pictures references online pictures
2. Water usage of plant is referred from online
plant database of
Bay Area Water Supply & Conservation Agency
LEGEND
Concrete area
SITE DATA
Front yard in 14' setback
Total Area 698 sq ft
New 6-foot wood fence/gate
PLANTING SCHEDULE
Proposed 6' Fence
wood, good neighbor fence
New woodFence 6' (typ.)
Existing Triadica sebifera
8" dia at R.O.W
TPZ 80" radiusTree protection typ II
See L-2
Existing Lagerstroemia indica16" dia at R.O.W
TPZ 160" radiusTree protection typ II. See L-2
Existing Redwood
40" dia at project site
to be removed.
Ref to Arborist reportReplaced by
(1) 24 inch(2) 15 gal.
Existing dead Maple
42" dia at project site
to be removed.
Ref to Arborist report
(1) POD
24" BOX
EXISTING TREE AND MITIGATION
Plant List
Symbol Botanical Name Size
(dia)
TPZ
(r.)
Condition Protected Remove Replacement Tree
protection
1 Triadica sebifera 8" good
No No Type II
2 Lagerstroemia
indica
16" good
No No Type II
Sequoia
sempervirens
40" good (1) Podocarpus gracilior
24" box
(2 ) Laurus nobilis
'Saratoga' 15 gal
42" (1) 1 2
3 4 Planting area at open space
permeable paver
01/02/2026
Drawing Title
Sheet Title
Owners of333 Franklin Street
Mountain View CA 94041
Muzik Design Studio
Agnes Tung/Xiaoyan Sun
(239) 410-9251
[email protected]
Plan Prepared byProperty Owner:
1117 Wayne Way
San Mateo, CA 94403
(239) 410-9251
Drawing Scale
RESIDENTIALLANDSCAPEPLAN
Franklin
3 3 3
ST AT E
OF
C
A
L I FORN I A
R
TCETI HCRA
PE
AND
S
CA
L
RET IS GE
Date
ED
Signature
78 5 O. N N
N SU YA
OAI X
7 8-1-25
PER PLANNING CYCLE 2 COMMENTS
PER PLANNING CYCLE 3
COMMENTS
ProposedLandscapePlan
PLANT INFORMATION
TREE
Podocarpus graciliorFern Pine
Water Usage: Low
Growth Rate: Moderate
Mature Size: 45'x20'
SHRUB
Carpenteria californica
‘Elizabeth’
Bush Anemone
Water Usage: Low
Growth Rate: fast
Mature Size: 6'x6'
GROUNDCOVER
Baccharis pilularis ‘Pigeon Point’Dwarf Coyote Brush
Water Usage: Low
Growth Rate: Fast
Mature Size: 2'x8'
Tree protection fence
(18) BAC
GROUNDCOVER
(5) CAR
(3) ARC
SHRUB
Rhamnus californicaKohuhu Pittosporum
Water Usage: Medium
Growth Rate: Fast
Mature Size: 8'x8'
SHRUB
Arctostaphylos densiflora
‘Howard McMinn’ Manzanita
Water Usage: Low
Growth Rate: fast
Mature Size: 6'x6'
(6) BAC
GROUNDCOVER
(3) RHA
Groundcover in front yard
SHRUB
Bush Monkey Flower
Water Usage: Low
Growth Rate: fast
Mature Size: 4'x4'
(17) DIP
PLANT NEXT TO PATH
AVOID DRAINAGE AREA
(1) 24 INCH
TREE, MIN
NEED TO DIG 36"X36"X36"FOR ONE TREE
proposed drain location
see civil plan
(4) BAC
GROUNDCOVER
(2) LAU
15 GAL12' O.C.
SITE DATA PER A-0
(1) ACE TO REPLACE
DEAD MAPLE
Lawn alternate with irriigateion in side yard open space PHY Lawn alternate
area with irrigationas open space
LAWN ALTERNATEPhyla Nodiflora
California Frogfruit
Water Usage: Very low
Growth Rate: slow
Mature Size: 6"x
TREE
Laurus nobilis 'Saratoga'
Saratoga LaurelWater Usage: Medium
Growth Rate: Fast
Mature Size: 25'x15'
TREE
Acer palmatum
Japanese Maple
Water Usage: Medium
Growth Rate: Moderate
Mature Size: 20'x15'
PHY Lawn alternate
area with irrigationas open space
Attachment 2
HEAT PUMP HEAT PUMP L-1.1 Existing Triadica sebifera 8" dia at R.O.W TPZ 80" radius Tree protection typ II See L-2 Existing Lagerstroemia indica 16" dia at R.O.W TPZ 160" radius Tree protection typ II. See L-2 Existing Redwood
40" dia at project site to be removed. Ref to Arborist report Existing dead Maple
42" dia at project site to be removed. Ref to Arborist report (1) POD 1 2 3 4 01/02/2026 Drawing Title Sheet Title Owners of 333 Franklin Street Mountain View CA 94041 Muzik Design Studio Agnes Tung/Xiaoyan Sun (239) 410-9251 [email protected] Plan Prepared by Property Owner: MUZIK DESIGN STUDIO 1117 Wayne Way San Mateo, CA 94403 (239) 410-9251 Drawing Scale RESIDENTIAL LANDSCAPE PLAN Franklin 3 3 3 ST AT E OF CA L I FORN I A RTCETI HCRA PE ANDSCA L RET IS GE Date ED Signature 78 5 O. N N N SU YA OAI X 78-1-25 2 PER PLANNING CYCLE 2 COMMENTS PER PLANNING CYCLE 3 COMMENTS 3 TREE COVERAGE CANOPY TREE COVERAGE (7500 SQFT) EXISTING CANOPY COVERAGE IN PROPERTY SYMBOL NAME NOTE CURRENT 5 YEARS 10 YEARS TREE 1 EXISTING CITY TREE Triadica sebifera OUTSIDE OF PROPERTY 0 SF 115 SF 115 SF TREE 2 EXISTING CITY TREE Lagerstroemia indica OUTSIDE OF PROPERTY 257 SF 257 SF 257 SF TREE 3 EXISTING REDWOOD WILL REMOVE 578 SF 578 SF 578 SF TREE 4 EXISTING MAPLE (DEAD) WILL REMOVE 0 0 0 TOTAL CANOPY 835 SF 968 SF 968 SF % TO SITE 11.13% 12.91% 12.91% PROPOSED CANOPY COVERAGE INSIDE OF PROPERTY SYMBOL NAME NOTE CURRENT 5 YEARS 10 YEARS TREE 1 EXISTING CITY TREE Triadica sebifera OUTSIDE OF PROPERTY EXISTING 0 SF 115 SF 115 SF TREE 2 EXISTING CITY TREE Lagerstroemia indica OUTSIDE OF PROPERTY EXISTING 257 SF 257 SF 257 SF TREE 3 PROPOSED TREE Acer palmatum NEW 13 SF 50 SF 113 SF POD PROPOSED TREE Podocarpus gracilior NEW 28 SF 103 SF 238 SF LAU PROPOSED TREE Laurus nobilis 'Saratoga' NEW 13 SF 42 SF 140SF LAU PROPOSED TREE Laurus nobilis 'Saratoga' NEW 13 SF 42 SF 140 SF TOTAL CANOPY 324 SF 609 SF 1,003 SF % TO SITE 4.32% 8.12% 13.37% NEW TREE CANOPY WHEN PLANTED NEW TREE CANOPY 5 YEARS NEW TREE CANOPY 10 YEARS NEW TREE TREE REMOVAL PROPOSED TREE CANOPY 1. VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS PRIOR TO COMMENCING SITE WORK. 2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES, LIGHTING AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEER'S DRAWINGS. 3. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL ENGINEERING DRAWINGS FOR ROADWAY CENTERLINE, STATION POINTS, BENCH MARKS AND BUILDING SETLANKS. 4. TAKE ALL DIMENSIONS FROM CENTER OF CURB, WALL OR BUILDING, OR TO CENTERLINE OF BUILDING COLUMNS OR TREES UNLESS OTHERWISE NOTED. 5. ALL ITEMS DESIGNATED AS "SIMILAR" OR "TYPICAL" (TYP) SHALL BE CONSTRUCTED IN THE MANNER OF THE DETAIL REFERENCED, WITH MINOR ADJUSTMENT FOR SPECIFIC CONDITION. 6. SITE DESIGN BASED ON TOPOGRAPHIC INFORMATION FROM ARCHITECT. ALL GRADES TO BE VERIFIED IN FIELD. 7. SPECIFICATIONS FOR CONSTRUCTION METHODS AND MATERIALS NOT LISTED. 8. SHOULD CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN DIMENSIONS AND QUANTITY, SPECIFICATIONS SHALL GOVERN MATERIALS AND FINISHES. 9. ALL ELECTRICAL WORK TO COMPLY WITH CITY OF SUNNYVALE SPECIFICATIONS AND UNDERWRITERS LABORATORIES (UL) SPECIFICATIONS. 10. PLANT PROTECTION: ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED “EXISTING TREES TO REMAIN” SHALL BE HAND LABOR. SEE LANDSCAPE PLAN FOR RESTRICTIONS. 11. CONTRACTOR IS RESPONSIBLE FOR PHOTO DOCUMENTATION OF ALL CLOSED IN WORK. 12. ALL EARTHWORK, INCLUDING SITE CLEARING, PIER DRILLING AND SPREAD FOOT EXCAVATION, PREPARATION OF SUBGRADE AND SELECT FILL BENEATH SLABS-ON-GRADE AND OTHER FLATWORK, PLACEMENT AND COMPACTION OF ENGINEERED FILL, AND SURFACE AND SUBSURFACE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS BY STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHOULD BE PROVIDED AT LEAST 48 HOURS ADVANCED NOTIFICATION OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND/OR TEST OF NECESSARY TO EARTHWORK AND FOUNDATION INSTALLATION PHASES OF THE PROJECT. 13. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND ADDED PER CITY/TOWN ASSESSOR’S PARCEL MAP. IF A DISCREPANCY ARISES, A BOUNDARY SURVEY SHALL BE COMPLETED BY A LICENSED SURVEYOR TO RESOLVE THE ISSUE. 14. CONTRACTOR TO VISIT SITE TO CONFIRM EXISTING CONDITIONS PRIOR TO SUBMITTING BID. CONTRACTOR TO EXAMINE AND NOTE ALL EXISTING CONDITIONS AS THE CHARACTER AND EXTENT OF WORK INVOLVED. 15. CONTRACTOR TO REMOVE ALL OBSTRUCTIONS BOTH BELOW AND ABOVE GROUND, AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 16. BID IS TO BE SUBMITTED ON A LINE ITEM BASIS WITH UNIT PRICING WHERE APPLICABLE. 1. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES FOR TREES INSTALLED IN GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ALIGN TREES ACROSS ROADWAYS, DRIVES OR WALKWAYS. ADJUST SPACING AS NECESSARY. 2. PROVIDE MATCHING SIZES AND FORMS FOR ALL HEDGE PLANTINGS. SPACE EQUALLY ON TRIANGULAR OR GRID SPACING AS CALLED FOR ON DETAIL. WHERE GROUND COVER IS SHOWN AS A HATCH, QUANTITIES ARE NOT GIVEN. PROVIDE PLANT MATERIAL TO FILL SPACE SHOWN ON DRAWINGS. 3. EQUALLY SPACE VINES PLANTED IN ROWS AGAINST WALLS OR FENCES. SEE DRAWINGS FOR QUANTITY AND SPACING. REMOVE ALL VINES FROM NURSERY STAKES AND SPREAD OUT ONTO WALL PRIOR TO ATTACHING TO SURFACE. 4. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND CLASSIFICATION. 5. MULCH: MULCH IS TO BE 3" MINI PINE BARK. CONFIRM SELECTION WITH OWNER/PROJECT MANAGER PRIOR TO PLANTING. 6. SOIL AMENDMENT: AMEND SOIL PER SOILS REPORT AND DIRECTION OF OWNER/PROJECT MANAGER. SOIL TEST LOCATION PER L.A.; A MINIMUM OF 2" OF FULLY STABILIZED AND CERTIFIED COMPOST IS TO BE INCORPORATED IN THE TOP 12" OF SOIL. 7. SLOW-RELEASE FERTILIZER TABLET: "AGRIFORM" 7 GRAM TABLETS WITH 20-10-5 (N-P-K) BY SCOTTS (800) 492-8255. 8. LANDSCAPE MAINTENANCE: A. LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR (90 DAYS) AFTER PRELIMINARY ACCEPTANCE. B. QUALIFICATIONS: LANDSCAPE CONTRACTOR OR MAINTENANCE SUBCONTRACTOR SHALL HAVE A FULL TIME EMPLOYEE ASSIGNED TO THE JOB AS FOREMAN FOR THE DURATION OF THE CONTRACT. FOREMAN SHALL HAVE A MINIMUM OF FOUR (4) YEARS EXPERIENCE IN LANDSCAPE MAINTENANCE SUPERVISION, WITH EXPERIENCE OR TRAINING IN TURF MANAGEMENT, ENTOMOLOGY, PEST CONTROL, SOILS, FERTILIZERS AND PLANT IDENTIFICATION. C. MAINTENANCE CONTRACTOR TO MAINTAIN ALL PLANT MATERIALS AND IRRIGATION SYSTEM. D. CONTRACTOR TO INSTRUCT MAINTENANCE CONTRACTOR. E. LANDSCAPE MAINTENANCE CONTRACTOR SHALL SUBMIT MAINTENANCE SCHEDULE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO START OF LANDSCAPE MAINTENANCE PERIOD. F. AT BEGINNING OF MAINTENANCE PERIOD, VISIT AND WALK SITE WITH LANDSCAPE ARCHITECT TO VERIFY SCOPE OF WORK AND UNDERSTAND EXISTING /SITE CONDITIONS. NOTIFY LANDSCAPE ARCHITECT FIVE (5) DAYS PRIOR TO VISIT. G. MATCH ALL MATERIALS WITH SAME MATERIALS USED IN ORIGINAL INSTALLATION. H. STERILIZE ALL TOOLS USED PRIOR TO ANY MAINTENANCE WORK. 17. ALL TREES AND HEDGES ARE NOT TO BE TRIMMED IN GEOMETRIC FORMS AND ARE TO BE LEFT IN A NATURAL HABIT. 18. CLOSE OUT AND MAINTENANCE MANUAL: LANDSCAPE CONTRACTOR SHALL SUBMIT A MANUAL WITH ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION AND MAINTENANCE PERIOD. MAKE CORRECTIONS AND ADDITIONS PER DIRECTION OF LANDSCAPE ARCHITECT PRIOR TO FINAL SUBMITTAL TO THE OWNER. SUBMIT LOG OF ALL FERTILIZERS AND HERBICIDES WITH DATES AND RATES APPLIED DURING MAINTENANCE PERIOD. LANDSCAPE ARCHITECT SHALL WALK SITE WITH CONTRACTOR AND NOTE ALL UNSATISFACTORY WORK. UNSATISFACTORY WORK SHALL BE CORRECTED WITHIN 10 CALENDAR DAYS. TREE PROTECTION ZONES SHALL BE INSTALLED AND MAINTAINED THROUGHTOUT THE ENTIRE LENGTH OF THE THE PROJECT. PRIOR TO THE COMMENCEMENT OF ANY DEVELOPMENT PROJECT, A CHAIN LINK FENCE SHALL BE INSTALLED AT ABOUT THE DRIP LINE (WHERE POSSIBLE) OF ANY PROTECTED TREE WHICH WILL OR WILL NOT BE AFFECTED BY THE CONSTRUCTION. THE DRIP LINE SHALL NOT BE ALTERED IN ANY WAY SO AS TO INCREASE THE ENCORACHMENT OF THE CONSTRUCTION. FENCING FOR THE PROTECTION ZONES SHOULD BE 6 FOOT TALL METAL CHAIN LINK TYPE SUPPORTED BY 2 INCH METAL POLES POUNDED INTO THE GROUND BY NO LESS THAN 2 FEET. THE SUPPORT POLES SHOULD BE SPAED NO MORE THAN 10 FEET APART ON CENTER. SIGNS SHOUD BE PLACED ON FENCING SIGNIFYING "TREE PROTECTION ZONE - KEEP OUT". NO MATERIALS OR EQUIPMENT SHOULD BE STORED OR CLEANED INSIDE THE TREE PROTECTION ZONES. EXCAVATION, GRADING, SOIL DEPOSITS, DRAINAGE AND LEVELING ARE PROHIBITED WITHIN THE TREE PROTECTION ZONES. NO WIRES, SIGNS, OR ROPS SHALL BE ATTACHED TO THE PROTECTED TREES ON SITE. UTILITY SERVICES AND IRRIGATION LINES SHALL ALL BE PLACED OUTSIDE OF THE TREE PROTECTION ZONES. LANDSCAPE GENERAL NOTES PLANTING NOTES TREE PROTECTION 1. OUTDOOR WATER USE FOR LANDSCAPE SHOULD FOLLOW WATER USE EFFICIENT LANDSCAPE CHECK LIST PER 2022 CGC 4.304.01 2. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENS IN SOLE/ BOTTOM PLATE AT EXTERIOR WALLS, SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENS WITH CEMENT MORTAR , CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY PER 2022 CGC 4.406.1 2022 CALIFORNIA GREEN BUILDING CODE - LANDSCAPE NOTES BOX OF 24 INCH TREE, MIN NEED TO DIG 36"X36"X36" FOR EACH TREE (2) LAU (1) ACE Attachment
2 L-2 01/02/2026
Drawing Title Sheet Title Owners of 333 Franklin Street Mountain View CA 94041 Muzik Design Studio Agnes Tung/Xiaoyan Sun (239) 410-9251 [email protected] Plan Prepared by Property Owner: MUZIK DESIGN STUDIO 1117 Wayne Way San Mateo, CA 94403 (239) 410-9251 Drawing Scale RESIDENTIAL LANDSCAPE PLAN Franklin 3 3 3 ST AT E OF CA L I FORN I A RTCETI HCRA PE ANDSCA L RET IS GE Date ED Signature 78 5 O. N N N SU YA OAI X 78-1-25 2 PER PLANNING CYCLE 2 COMMENTS PER PLANNING CYCLE 3 COMMENTS 3 Landscape Notes TREE PLANTING / STAKING 1 N.T.S. STAKE SHRUB PLANTING N.T.S. SET CROWN OF ROOTBALL 2" ABOVE FINISH GRADE 3" DEEP TAMPED EARTH WATER BASIN AROUND SHRUB, FILL WITH MULCH PER SPECS. MULCH PER PLAN FINISH GRADE PLANTING PIT TO BE 2" SHALLOWER THAN ROOTBALL AT CENTER, BUT DEEPER AROUND HOLE'S EDGES TO PREVENT SETTLING. PIT TO BE TWICE THE WIDTH OF THE CONTAINER. PLANT TABLET LANKFILL SCARIFY SUBGRADE OR ON-STRUCTURE SOIL MIX NOTE: FOR ON-STRUCTURE PLANTING ALLOW 1 12" MINIMUM GRAVEL LAYER OR 4" GRAVEL (TYP) LAYER WHERE GRADE ALLOWS. GRASS PLANTING N.T.S. WEED BARRIER SEE SPECIFICATIONS ROOTBALL 90% COMPACTED SUBGRADE OR ON-STRUCTURE SOIL MIX. PLANT MATERIAL PER PLANTING PLAN 3" DEEP TAMPED EARTH WATER BASIN AROUND GRASS, FILL WITH MULCH PER SPECS. FINISH GRADE PLANT TABLET LANKFILL GROUNDCOVER SPACING N.T.S. 'INFILL' PLANT, AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES TYPICAL PLANT, SPACING VARIES- SEE PLANT LEGEND AND PLANS 1/2 "EQUAL" (MAX.) AT EDGES EDGE OF PLANTING NOTE: ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING 12" (SHRUBS) 8" (GROUNDCOVER) EQUAL EQUAL EQUAL EQUAL TYPE II TREE PROTECTION: LAYOUT CONFIGURATION APPLIES TO ALL PARKWAY STRIP OR PUBLIC TREES NEAR SIDEWALK. POUR IN PLACE CONCRETE PADS INTEGRAL COLOR MEDIUM WASH FINISH #3 BAR @16" O.C. - B.W. THICKENED EDGES TYPICAL ALL SIDES 6" BASE ROCK-CLASS 2 COMPACTED COMPACTED SUBGRADE PEDETRIAN WALKWAY - POUR IN CONCRETE TROWELED EDGES AT CORNERS, TYP. 36" WIDE PLANTED/GRAVEL @ CHANNELS TYP. 4" MIN. 6" 6" 4X6 POSTS EVENLY SPACED 6'-0" O.C. MAX. F.G APPROVED MACHINE BOLTS BAR SIZE #3 @ 12" O.C.- TYP. CONCRETE FOOTING CONCRETE FOOTING TYP. @ EACH POST 2X4 FRAME 2X4 BOTTOM BOARD 2X4 FRAME 2X8 CAP 1X6 FENCE BOARDS 4X6 POSTS NOTE: USE ZMAX OR EQUAL FOR POSTMOUNTS & BOLTS WITH PTDF POSTS. 3'-0" 6'-0" MAX
3'- 0"
6' WOOD FENCE (TYP.) PERMEABLE PAVER: FOR ALL WALKWAYS COLOR: VICTORIAN PATTERN: BASKET WAVE Attachment
2 1'-5
1 2
" F R A N K L I N S T R E E T HEAT PUMP HEAT PUMP L-3 01/02/2026 Drawing Title Sheet Title Owners of 333 Franklin Street Mountain View CA 94041 Muzik Design Studio Agnes Tung/Xiaoyan Sun (239) 410-9251 [email protected] Plan Prepared by Property Owner: MUZIK DESIGN STUDIO 1117 Wayne Way San Mateo, CA 94403 (239) 410-9251 Drawing Scale RESIDENTIAL LANDSCAPE PLAN Franklin 3 3 3
ST AT E
OF
C
A
L I FORN I A
R
TCETI HCRA
PE
AND
S
CA
L
RET IS GE Date
ED
Signature
78 5 O. N N
N SU
YA
OAI X
78-1-25
2 PER PLANNING CYCLE 2 COMMENTS PER PLANNING CYCLE 3 COMMENTS 3 Irrigation Plan I agree to comply with the requirements of the water
efficient landscapeordinance and submit a complete Landscape Documentation Package. SIGNATURE: DATE: 01/03/2026 1.ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITHIN SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12” MINIMUM DEPTH AND 12” FROM HARDSCAPE SURFACE. 3. UNSIZED LATER LINE PIPING LOCATED DOWN STREAM OF 1” PIPING SHALL BE ¾”IN SIZE. (TYPICAL). 4. SIZING OF LATERA; PIPE SHALL BE AS FOLLOWS: .75” 0-6 GPM 1” 7-12 GPM 1.25” 13-20 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12” O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: .75” 0-500 FT 1” 501-1100 FT 6. SIZING OF LATERAL PIPE FOR DRIPLINE (18” O.C GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: .75” 0-1100 FT 1” 1101-2200 FT 7. AUTOMATIC IRRIGATION CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR. 8. IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED. 9. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER’S RECOMMENDED PRESSURE RANGE. 10. MANUAL SHUT-OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. 11. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 “LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD.” ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. 12. DEDICATED IRRIGATION METERS ARE REQUIRED FOR NON-RESIDENTIAL PROJECTS WITH MORE THAN 1,000 SQ. FT. OF LANDSCAPE AREA. IRRIGATION NOTES IRRIGATION LEGEND Symbol Description P.O.C. Point of connection (Connect to irrigation water meter) Irrigation water meter - to be provided by others. If static pressure at water meter exceeds 120 PSI - use SCH 40 steel pipe from irrigation meter to irrigation RP. assembly ( size as noted on plans) Schedule 40 - or class 315 PVC pressure mainline ( 1") Schedule 40 PVC non-pressure sleeve under pavement (2X size inside pipe) Class 200 PVC non-pressure lateral line (size as noted) FEBCO Reduced Pressure LANkflow Assembly 825YA-1" Indicates controller station number Indicates valve size Hunter I-Core irrigation controller W/Weather Sensor Rainbird - Flush Valve MDCFCAP Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter (Tree Drip Rings) Hunter - PROS-04 - 4" Pro-Spray Pop-Up Sprinkler Head Hunter ICORE Solar Sync Sensing System. WSS-SEN PVC isolation ball valve. Size as mainline. Locate in valve box. XFCV Subsurface Tree Drip Ring Dripline Model XFS-06-12 Toro's new pressure-compensating ½” (13mm) threaded Drip Bubblers. One bubbler per shrub and two bubble per tree WATER ZONE Zone Description Area (sq. ft.) Water usage A Front planting 313 Low
B tree and shrub both sides of walkway 69.59 Low
C tree and shrub at back side yard 224.18 Low
D side yard planting, shrubs 174.65 Low
E side yard groundcover (lawn alternate) 214.83 Very Low TOTAL 996.24 ZONE A2" PVC sleeve ZONE C 2" PVC sleeve 2" PVC sleeve 2" PVC sleeve LOCATION OF BACKFLOW PREVENTOR 2 Attachment 2
L-4 01/02/2026
Drawing Title Sheet Title Owners of 333 Franklin Street Mountain View CA 94041 Muzik Design Studio Agnes Tung/Xiaoyan Sun (239) 410-9251 [email protected] Plan Prepared by Property Owner: MUZIK DESIGN STUDIO 1117 Wayne Way San Mateo, CA 94403 (239) 410-9251 Drawing Scale RESIDENTIAL LANDSCAPE PLAN Franklin 3 3 3 ST AT E OF CA L I FORN I A RTCETI HCRA PE ANDSCA L RET IS GE Date ED Signature 78 5 O. N N N SU YA OAI X 78-1-25 2 PER PLANNING CYCLE 2 COMMENTS PER PLANNING CYCLE 3 COMMENTS 3 Irrigation Details REMOTE CONTROL VALVE (ICZ) WITH ISOLATION VALVE 1 NOT TO SCALE I-CORE CONTROLLER 18-24" COILED WIRE WATERPROOF CONNECTORS (2) JUMBO VALVE BOX DRIP ZONE KIT MODEL PCZ-101-XX WITH FILTER (TIP 45 DEGREES) REGULATOR 25 OR 40 PSI SCH 80 T.O.E. NIPPLE(2) MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL FINISHED GRADE XFCV ON-SURFACE DRIPLINE AROUND TREE REDUCED PRESSURE LANKFLOW ASSEMBLY XFS Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 DRIP LINE LAYOUT AND ASSEMBLY Nominal Flow (gph) 0.6 0.9 Nominal Flow (gph) 0.6 0.9 Attachment
2