05/02/2019 3:52pm...profile: c-c. scale h: 1"=10'scale v: 1"=10' 504 506 508 510 512 514 516 518 520...
4
Transcript of 05/02/2019 3:52pm...profile: c-c. scale h: 1"=10'scale v: 1"=10' 504 506 508 510 512 514 516 518 520...
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N49°30'00"W
216.06'
N39°22'50"E
314.50'
N49°29'22"W
216.02'
N39°22'25"E
314.46'
N39°22'50"E
20.00'
N49°29'22"W
8.82'
45'
45'
45'
20'
ex 20' R/W
per 311 M 37
ex well to be removed
per SCVWD standards
SCALE: 1"=20'
0
10
20
30
40
(Found 3/4" IP
with tack and tag)
(Found 3/4" IP
open)
Swale
-5.0%
-5.0%
-
5
.
0
%
-4.1%
-5.1%
-1.0%
-1.8%
-0.6%
(-8.5%)
(-5.6%)
(-4.5%)
Swale
Detention Pond
48'
40'
Fire Truck Turnaround
per SCCO SD-16
max slope 5% in any direction
Proposed driveway to be
made of an all weather surface capable
of supporting 75,000 lbs
Limit of Grading
Limit of Grading
Limit of Grading
Limit of Grading
12'
Widen existing AC driveway to 12'
Add 3' AB shoulder
15'
AP
N 652-34-015
Lot 8, 550 M
23
ex utility pole
APN 652-09-008
2538 Klein Rd
164 M 24
APN 652-09-013
2496 Klein Rd
164 M 24
APN 652-08-005
2526 Klein Rd
Ptn. 150 M 42
APN 652-08-010
2542 Klein Rd
Parcel A, 311 M 37
AP
N 6
52-08
-0
09
APN 652-08-006
2532 Klein Rd
AP
N 65
2-34
-014
Lo
t 9
, 55
0 M
23
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
ex 2
0' n
on
e
xclu
sive
R
/W
p
er 3
11
M
3
7
~ ex driveway ~
~
e
x
d
r
i
v
e
w
a
y
~
ex man gate
ex gate
ex barbed w
ire fence
ex barbed wire fence
ex utility pole
ex utility pole
ex overhead utility line
ex overhead utility line
ex utility pole
ex utility pole
~ ex AC driveway ~
e
x e
d
g
e
o
f p
a
ve
m
e
n
t
e
x fo
g
lin
e
e
x ce
n
te
rlin
e
strip
e
e
x cu
rb
, g
u
tte
r &
sid
e
w
a
lk
M
u
rillo
A
v
e
.
(c
ity
m
a
in
ta
in
e
d
ro
a
d
)
ex 2"Ø lemon tree
ex 3"Ø tree
ex 10"Ø tree
ex 12"Ø pine tree
ex 15"Ø eucalyptus tree
ex PCC footing
to be removed
ex 2"Ø lemon tree
ex 8"Ø tree
ex 4"Ø tree
ex pavers
to be removed
ex stacked block wall ex stacked block wall
ex 4"Ø almond tree
ex 4"Ø almond tree
ex 8"Ø almond tree
ex 8"Ø almond tree
ex stacked block w
all
e
x R
/W
L
in
e
e
x
R
/
W
L
i
n
e
e
x
R
/
W
c
e
n
t
e
r
l
i
n
e
ex R
/W
Line
ex R
/W
Line
no evidence of existing wells on neighboring parcel
within 100 feet of the property line per site inspection by
Steve Brooks 3/5/2014
AP
N 6
52
-0
8-0
09
P5
P6
P4
P3
Proposed Garage
FF= 510.75
Pad= 509.75
Proposed ADU
FF= 514.25
Pad= 513.25
Proposed Residence
FF= 514.75
Pad= 513.75
Proposed
Garage
FF= 519.75
Pad= 518.75
ex overhead utility line
12'
25'
7'
10.5'
3.5'
20'
30'
33.37'
35.83'
31'
10.67'
38.67'
35.17'
35.67'
31'
31.92'
35.17'
-2.0
%
Grade Break
Retaining Wall
TW 518.50
BW 513.87
TW 518.50
BW 513.05
TW 514.56
BW 512.98
ex utility pole
ex private
driveway
A
A
B
B
C
C
D
D
5'
6'
6'
5'
PCC flowline
TBM 513.69
Widen existing
AC driveway to 12'
Add AB shoulder to maintain
15' driveway width
ex utility pole
ex 8"Ø almond tree
40'
20'
5,000 gallon water tank
dedicated for wharf hydrant
per CFMO 1 & 5, Max height 12'
Elevation = 503.25''
Wharf hydrant
per CFMO-4
Elevation = 503.00''
Proposed AB turnout to be made of an all
weather surface capable of supporting 75,000 lbs
with 5% max slope in any direction
ex 12"Ø pine tree
12" Square DI
PCC flowline
PCC flowline
Swale
15'
15'
FFG=513.25
PAD=312.25
-3.2%
30'
Building Setback
Rip-Rap pad @ outlet
12" Square DI
(5
2
1
)
(520)
(519)
(518)
(517)
(516)
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(5
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(5
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(521)
(5
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(5
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(
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(
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(5
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(510)
(515)
(520)
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494
493
492
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495
500
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1
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509
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510
513
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25
1
1
52
0
52
1
52
2
(approx. location of existing
San Jose Water Company water line)
(approx. location of existing
San Jose Water Company water line)
P5
P6
P4
P1
P2
SP1
SP2
3000 gallon septic tank
Leach field per Septic Plan
10'
Project Site
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rw
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t A
v
e
Earthquake - Induced Landslide Zone
per Earthquake ZOnes of Required Investigation
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 320
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L:\P
ro
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n\2
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o\d
wg
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d 5
/2
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8 P
M b
y D
avid
F
aria
JOB NO.
OF
16075 V
ineyard B
oulevard
Morgan H
ill, C
A 95037
DA
TE
:
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
Xre
fs: 2
17
10
3 h
atch
n
ew
; 2
17
10
3 L
O e
xistin
g; 2
17
10
3 L
O n
ew
; 2
17
10
3 B
uild
in
g fro
m A
rch
ite
ct; 2
17
10
3 h
atch
e
xistin
g; 2
17
10
3 V
icin
ity M
ap
SHEET
21710312
Jeff
Vo
- Pre
limin
ary
Gra
ding
Pla
n25
32 K
lein
Rd.
- A
PN 6
52-0
8-00
65
/2
/2
01
9
As S
ho
wn
DF
/A
A
AA
Applicant/Owner:
Jeff Vo
1562 Clayton Road
San Jose, CA 95127
408.680.6340
Engineer:
Allen Andrade LS7741, RCE 58384
MH Engineering
16075 Vineyard Blvd.
Morgan Hill, CA 95037
408.779.7381
Project Information:
APN 652-08-006
Present Use: Rural Residential
Proposed Use: Rural Residential
Present Zoning: RR
Proposed Zoning: RR
Sanitary Sewer: Private On-Site System
Gas and Electric: PG&E
Water: San Jose Water Company
Telephone:
Existing Improvements: As Shown
Area: 1.84 ac
Boundary Note: Property lines shown on this plan are based
on record data and boundary monumentation measured to date.
Flood Zone: The property lies wholly in Zone D, areas in
which flood hazards are undetermined, but possible, per FEMA
Firm Panel 06085C0259H, effective May 18, 2009.
Vicinity Map
Basis of Bearings
The bearings shown on this map are based on the southeasterly line of Parcel
C as recorded as North 39° 22' 25" East, on that Parcel Map thereof filed
November 2, 1972 in Book 311 of Maps at Page 37, Santa Clara County
Records.
Benchmark: Elevations shown on this plan are based on
the elevation at the intersection of the existing driveway and
concrete walkway located across from the proposed new
PCC driveway. ELEVATION = 513.69'. (assumed)
Earthwork Quantities
Cut Fill Net Max Cut Max Fill
Buildings 226 cy 100 cy 126 cy (cut)
5.00' 3.65'
Private Road
22 cy 0 cy 22 cy (cut)
0.50' 0.00'
Site Grading 176 cy 87 cy 89 cy (cut)
4.50' 3.65'
Driveway 0 cy 248 cy 200 cy (fill)
0.00' 4.50'
Detention Pond
37 cy 26 cy 11 cy (cut
1.75' 2.30'
Total
461 cy 461 cy
balanced
Tree Note: No trees are to be removed
A
L
L
E
N
T
. A
N
D
R
A
D
E
S
T
A
T
E
O
F
CA
L
I
F
O
R
N
I
A
EXP.
C58384
REG
IS
T
E
R
E
D
P
R
O
FESS
IO
N
A
L
E
N
G
IN
EER
12-31-2018
FOR PLANCHECK ONLY
FOR PLANCHECK ONLY
signature shall be provided upon approval
05/02/2019 3:52pm
Impervious Area Summary
Proposed Residence 3,916 SF
Proposed Detached Garage 600 SF
Proposed ADU 1,196 SF
Proposed Patios and Walkways 2,131 SF
Proposed Driveways 5,410 SF
Total New Impervious Area13,253 SF
Fire Note: Property is in wildland urban interface (WUI)
AutoCAD SHX Text
W
AutoCAD SHX Text
UP
PROFILE: C-CSCALE H: 1"=10' SCALE V: 1"=10'
504
506
508
510
512
514
516
518
520
522
524
526
504
506
508
510
512
514
516
518
520
522
524
526
0+50 1+00 1+50 2+00 2+35
PROFILE: A-ASCALE H: 1"=10' SCALE V: 1"=10'
506
508
510
512
514
516
518
520
522
524
526
528
530
506
508
510
512
514
516
518
520
522
524
526
528
530
0+50 1+00 1+40
PROFILE: B-BSCALE H: 1"=10' SCALE V: 1"=10'
502
504
506
508
510
512
514
516
518
520
522
524
526
502
504
506
508
510
512
514
516
518
520
522
524
526
0+50 1+00 1+50 1+70
PROFILE: D-DSCALE H: 1"=10' SCALE V: 1"=10'
484
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0+50 0+60
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(x)
⅊
3
:
1
-2.0%
-5.0%
-2.0%
-5.0%
15' PCC DWY
Grade Break
25' PCC DWY
(eg 522.09)
Foundation
designed by others
Proposed Garage
FF = 519.75
Pad = 518.75
Proposed Residence
FF = 514.75
Pad = 513.75
(eg 509.40)
EP 512.47
EP 513.30
EP 519.75
EP 519.97
2
:
1
5'
existing grade
(TYP)
existing fence
A
B
C
D
A
B
C
D
X
(x)
existing fence
⅊
Proposed Garage
FF = 513.75
Pad = 512.75
Proposed Residence
FF = 514.75
Pad = 513.75
existing grade
(TYP)
Foundation
designed by others
PCC Driveway
Subgrade (TYP)
Retaining Wall
designed by others
-11.7
%
-4.8%
-1.5%
Grade BreakGrade Break
EP 509.77
EP 513.25
TW 518.50
BW 514.47
(eg 504.76)
(eg 517.80)
10.59'
ex AC dwy
Widen existing
AC dwy to 12'
1.41'
Install 3' AB
shoulder
3'
⅊20' R/W
per 311 M 37
existing block
retaining wall
R/W
existing stacked
block wall
Proposed Residence
FF = 514.75
Pad = 513.75
PCC Patio
10.38'
Proposed Garage
FF = 513.25
Pad = 512.25
Proposed Residence
FF = 514.25
Pad = 513.25
Foundation
designed by others
Foundation
designed by others
3
:
1
FL 513.15
EP 512.67
(eg 514.14)
EP 510.76
EP 516.47
(ep 516.50)
AB 516.59
⅊
X
(x)
existing fence
7.98'
4'
(-4.4%)
-8.2
%
Proposed Detention Pond
Top = 494.00
Bottom = 492.00
-
3
:1
-
3
:
1
2'
FG 494.00
FG 494.00
FG 492.00 FG 492.00
5'
6'
⅊
-
3
:
1
N.T.S.
Typical Driveway Section
5%
15'
CL
7.5'
4" PCC on
4" CL II AB
2
:
1
Compact Fill to 90% relative compaction
Existing Grade (TYP)
Finish Grade (TYP)
5'
FL 517.51
3
:
1
PCC Driveway
Subgrade (TYP)
PCC Patio
8.5'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 320
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re
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ary G
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g P
la
n.d
wg - 5
/2
/2
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:5
2 P
M - P
lo
tte
d 5
/2
/2
01
9 3
:5
8 P
M b
y D
avid
F
aria
JOB NO.
OF
16075 V
ineyard B
oulevard
Morgan H
ill, C
A 95037
DA
TE
:
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
Xre
fs: 2
17
10
3 h
atch
n
ew
; 2
17
10
3 L
O e
xistin
g; 2
17
10
3 L
O n
ew
; 2
17
10
3 B
uild
in
g fro
m A
rch
ite
ct; 2
17
10
3 h
atch
e
xistin
g; 2
17
10
3 V
icin
ity M
ap
SHEET
21710322
Jeff
Vo
- Pre
limin
ary
Gra
ding
Pla
n25
32 K
lein
Rd.
- A
PN 6
52-0
8-00
65
/2
/2
01
9
As S
ho
wn
DF
/A
A
AA
A
L
L
E
N
T
. A
N
D
R
A
D
E
S
T
A
T
E
O
F
CA
L
I
F
O
R
N
I
A
EXP.
C58384
REG
IS
T
E
R
E
D
P
R
O
FESS
IO
N
A
L
E
N
G
IN
EER
12-31-2018
FOR PLANCHECK ONLY
FOR PLANCHECK ONLY
signature shall be provided upon approval
05/02/2019 3:52pm
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O
H
)
(
E
O
H
)
(
E
O
H
)
(EOH)(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
(EOH)
X(x)
X(x)
X(x)
X
(x)X
(x)
X
X
X
X
X
X
(E
OH
)
(E
OH
)
(E
OH
)
(E
OH
)
(E
OH
)
(E
OH
)
(E
OH
)
(E
OH
)
(
E
O
H
)
(
E
O
H
)
(
E
O
H
)
(
E
O
H
)
>>
>
>
>
>
>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>
>
>
>
>
>
>
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>
>
>
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>
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>
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>
S
D
S
D
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
N49°30'00"W
216.06'
N39°22'50"E314.50'
N49°29'22"W
216.02'
N39°22'25"E
314.46'
N39°22'50"E
20.00'
N49°29'22"W
8.82'
45'
45'
45'
20'
ex 20' R/W
per 311 M 37
ex well to be removed
per SCVWD standards
(5
2
1
)
(520)
(519)
(518)
(517)
(516)
(515)
(514)
(513)
(512)
(511)
(510)
(509)
(508)
(507)
(506)
(505)
(504)
(5
0
3
)
(
5
0
2
)
(5
0
1
)
(5
0
0
)
(
4
9
9
)
(
4
9
8
)
(
4
9
7
)
(
4
9
6
)
(
4
9
5
)
(
4
9
4
)
(
4
9
3
)
(
4
9
2
)
(4
9
1
)
(
5
0
3
)
(
5
0
4
)
(
5
0
5
)
(
5
0
6
)
(
5
0
7
)
(
5
0
8
)
(
5
0
9
)
(
5
1
0
)
(
5
1
1
)
(
5
1
2
)
(
5
1
3
)
(
5
1
4
)
(
5
1
5
)
(
5
1
6
)
(
5
1
7
)
(
5
1
8
)
(5
1
9
)
(5
2
0
)
(521)
(5
2
2
)
(5
2
3
)
(
4
9
5
)
(
5
0
0
)
(5
0
5
)
(510)
(515)
(520)
494
494
493
492
4
9
2
4
9
3
4
9
4
495
500
5
1
8
52
2
505
5
1
0
506
507
508
509
509
5
1
1 5
1
2
5
1
3
5
1
4
SCALE: 1"=20'
0
10
20
30
40
(Found 3/4" IP
with tack and tag)
(Found 3/4" IP
open)
Swale
-5.0%
-5.0%
-
5
.
0
%
-4.1%
-5.1%
-1.0%
-3.2%
-1.8%
-0.6%
(-8.5%)
(-5.6%)
(-4.5%)
Swale
Detention Pond
48'
40'
Fire Truck Turnaround
per SCCO SD-16
max slope 5% in any direction
Proposed driveway to be
made of an all weather surface capable
of supporting 75,000 lbs
15'
15'
Limit of Grading
Limit of Grading
Limit of Grading
Limit of Grading
12'
Widen existing
AC driveway to 12'
Widen existing AC driveway to 12'
Add 3' AB shoulder
15'
Add AB shoulder to maintain
15' driveway width
AP
N 652-34-015
Lot 8, 550 M
23
ex utility pole
APN 652-09-008
2538 Klein Rd
164 M 24
APN 652-09-013
2496 Klein Rd
164 M 24
APN 652-08-005
2526 Klein Rd
Ptn. 150 M 42
APN 652-08-010
2542 Klein Rd
Parcel A, 311 M 37
AP
N 6
52-08
-0
09
APN 652-08-006
2532 Klein Rd
AP
N 65
2-34
-014
Lo
t 9
, 55
0 M
23
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
City o
f S
an
Jo
se
Sa
nta
C
la
ra
C
ou
nty
ex 2
0' n
on
e
xclu
sive
R
/W
p
er 3
11
M
3
7
~ ex driveway ~
~
e
x
d
r
i
v
e
w
a
y
~
ex man gate
ex gate
ex barbed w
ire fence
ex barbed wire fence
ex utility pole
ex utility pole
ex overhead utility line
ex overhead utility line
ex utility pole
ex utility pole
ex utility pole
~ ex AC driveway ~
e
x e
d
g
e
o
f p
a
ve
m
e
n
t
e
x fo
g
lin
e
e
x ce
n
te
rlin
e
strip
e
e
x cu
rb
, g
u
tte
r &
sid
e
w
a
lk
M
u
rillo
A
v
e
.
(n
o
t c
o
u
n
ty
m
a
in
ta
in
e
d
)
ex 8"Ø almond tree
ex 2"Ø lemon tree
ex 3"Ø tree
ex 10"Ø tree
ex 12"Ø pine tree
ex 15"Ø eucalyptus tree
ex PCC footing
to be removed
ex 2"Ø lemon tree
ex 8"Ø tree
ex 4"Ø tree
ex pavers
to be removed
ex stacked block wall ex stacked block wall
ex 12"Ø pine tree
ex 4"Ø almond tree
ex 4"Ø almond tree
ex 8"Ø almond tree
ex 8"Ø almond tree
ex stacked block w
all
e
x R
/W
L
in
e
e
x
R
/
W
L
i
n
e
e
x
R
/
W
c
e
n
t
e
r
l
i
n
e
ex R
/W
Line
ex R
/W
Line
no evidence of existing wells on neighboring parcel
within 100 feet of the property line per site inspection by
Steve Brooks 3/5/2014
AP
N 6
52
-0
8-0
09
P5
P6
P4
P3
P1
P2
SP1
4" Tight line (TYP)
Proposed Garage
FF= 510.00
Pad= 509.00
Proposed ADU
FF= 514.00
Pad= 513.00
Proposed Residence
FF= 514.00
Pad= 513.00
Proposed
Garage
FF= 519.00
Pad= 518.00
ex overhead utility line
12'
25'
7'
10.5'
3.5'
20'
30'
33.37'
35.83'
31'
10.67'
38.67'
35.17'
35.67'
31'
31.98'
35.17'
-1.9%
Grade Break
Retaining Wall
TW 518.50
BW 515.59
TW 518.50
BW 513.05
TW 516.23
BW 512.78
ex utility pole
ex private
driveway
(
4
9
8
)
(
4
9
9
)
(
5
0
0
)
(
5
0
1
)
(
4
9
0
)
(
4
9
1
)
(
4
9
2
)
(
4
9
3
)
(4
9
4
)
(
4
9
5
)
(
4
9
6
)
(
4
9
7
)
County Landslide Hazard Zone
per Earthquake Zones of Required Investigation
San Jose East Quadrangle from
California Geological Survey
County Landslide Hazard Zone
per Earthquake Zones of Required Investigation
San Jose East Quadrangle from
California Geological Survey
PCC flowline
48.69'
233.43'
49.58'
Private Driveway
40'
20'
5,000 gallon water tank
dedicated for wharf hydrant
per CFMO 1 & 5, Max height 12'
Elevation = 503.25''
Connect to existing SJWC waterline
in existing driveway
Wharf hydrant
per CFMO-4
Elevation = 503.00''
Proposed AB turnout to be made of an all
weather surface capable of supporting 75,000 lbs
with 5% max slope in any direction
12" Square DI
PCC flowline
PCC flowline
Swale
-1.1%
-1.1%
-2.4%
-10.5%
Rip-Rap Pad at outlet
12" Square DI
6" PVC SD
(approx. location of existing
San Jose Water Company water line)
(approx. location of existing
San Jose Water Company water line)
SP2
3000 gallon septic tank
Leach field per Septic Plan
10'
5
1
4
5
1
3
5
1
3
5
1
2
5
1
1
5
1
0
52
0
521
Project Site
T
u
lly
R
o
a
d
R
u
b
y
A
v
e
N
o
rw
o
o
d
A
v
e
R
u
b
y
A
v
e
K
le
in
R
o
a
d
M
u
r
i
l
l
o
A
v
e
F
lin
t A
v
e
N
o
rw
o
o
d
A
v
e
F
lin
t A
v
e
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 320
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
0
L:\P
ro
je
cts\A
lle
n\2
17
10
3 V
o\d
wg
\2
17
10
3 B
SA
S
ite
P
la
n.d
wg - 5
/2
/2
01
9 3
:5
6 P
M - P
lo
tte
d 5
/2
/2
01
9 4
:4
0 P
M b
y D
avid
F
aria
JOB NO.
OF
16075 V
ineyard B
oulevard
Morgan H
ill, C
A 95037
DA
TE
:
SC
ALE
:
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
Xre
fs: 2
17
10
3 h
atch
n
ew
; 2
17
10
3 L
O e
xistin
g; 2
17
10
3 L
O n
ew
; 2
17
10
3 B
uild
in
g fro
m A
rch
ite
ct; 2
17
10
3 h
atch
e
xistin
g; 2
17
10
3 V
icin
ity M
ap
SHEET
21710311
Jeff
Vo
- Sit
e Pl
an25
32 K
lein
Rd.
- A
PN 6
52-0
8-00
65
/2
/2
01
9
As S
ho
wn
DF
/A
A
AA
Applicant/Owner:
Jeff Vo
1562 Clayton Road
San Jose, CA 95127
408.680.6340
Engineer:
Allen Andrade LS7741, RCE 58384
MH Engineering
16075 Vineyard Blvd.
Morgan Hill, CA 95037
408.779.7381
Project Information:
APN 652-08-006
Present Use: Rural Residential
Proposed Use: Rural Residential
Present Zoning: RR
Proposed Zoning: RR
Sanitary Sewer: Private On-Site System
Gas and Electric: PG&E
Water: San Jose Water Company
Telephone:
Existing Improvements: As Shown
Area: 1.84 ac
Boundary Note: Property lines shown on this plan are based
on record data and boundary monumentation measured to date.
Flood Zone: The property lies wholly in Zone D, areas in
which flood hazards are undetermined, but possible, per FEMA
Firm Panel 06085C0259H, effective May 18, 2009.
Vicinity Map
Basis of Bearings
The bearings shown on this map are based on the southeasterly line of Parcel
C as recorded as North 39° 22' 25" East, on that Parcel Map thereof filed
November 2, 1972 in Book 311 of Maps at Page 37, Santa Clara County
Records.
Impervious Area Summary
Proposed Residence 3,916 SF
Proposed Detached Garage 600 SF
Proposed ADU 1,196 SF
Proposed Patios and Walkways 2,131 SF
Proposed Driveway 5,410 SF
Total New Impervious Area13,253 SF
Tree Note: No trees are to be removed
A
L
L
E
N
T
. A
N
D
R
A
D
E
S
T
A
T
E
O
F
CA
L
I
F
O
R
N
I
A
EXP.
C58384
REG
IS
T
E
R
E
D
P
R
O
FESS
IO
N
A
L
E
N
G
IN
EER
12-31-2018
FOR PLANCHECK ONLY
FOR PLANCHECK ONLY
signature shall be provided upon approval
05/02/2019 3:56pm
Fire Note: Property is in wildland urban interface (WUI)
Earthwork Quantities
Cut Fill Net Max Cut Max Fill
Buildings 226 cy 100 cy 126 cy (cut)
5.00' 3.65'
Private Road
22 cy 0 cy 22 cy (cut)
0.50' 0.00'
Site Grading 176 cy 87 cy 89 cy (cut)
4.50' 3.65'
Driveway 0 cy 248 cy 200 cy (fill)
0.00' 4.50'
Detention Pond
37 cy 26 cy 11 cy (cut
1.75' 2.30'
Total
461 cy 461 cy
balanced
AutoCAD SHX Text
W
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