pln20-003 dhamma santosa · 2020. 9. 1. · 2 a-01 meditation hall dhamma santosa b ay area...
TRANSCRIPT
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C-01
Site
Pla
nD
HA
MM
A S
AN
TOSA
Bay
Are
a Vi
pass
ana
Cent
er92
01 E
l Mat
ador
Driv
eG
ilroy
, CA
950
2031
0.98
9.23
12
s t
e v
e n
c h
o,
a r
c h
i t
e c
t
stev
en@
choa
rchi
tect
ure.
com
4712
adm
iralty
way
#61
2m
arin
a de
l rey
, ca
9029
2
SHEET NO.
of Sheets
12/3/19
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I T ET
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8 3 1C28986
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(ex well)
(ex tank)
(ex shed)
(ex power pole)
(ex power pole)
(ex power pole)
(ex power pole)
(ex power pole)
(ex power pole)
(ex power pole)
(ex power pole)
(ex flowline)
(ex flowline)
(ex overhead
power lines)
(ex overhead
power lines)
(ex overhead
power lines)
(ex overhead
power lines)
(ex flowline)
(ex flowline)
(ex flowline)
(ex flowline)
(ex culvert)
(ex dirt mound)
(ex wood fence)
(ex edge of pavement)
(ex edge of pavement)
(ex edge of pavement)
(ex edge of pavement)
(ex wood fence)
(ex wood fence)
(ex gate)
(ex wood fence)
(ex edge of pavement)
(ex edge of pavement)
(ex wood fence)
(ex well)
(ex edge of pavement)
(ex edge of pavement)
(ex 12" CMP culverts)
(ex 12" HDPE culvert)
(ex 12" CMP culvert)
(ex 12" RCP culvert)
(ex 30" CMP culvert)
(
e
x
s
t
r
u
c
t
u
r
e
)
(
e
x
g
r
a
v
e
l
d
r
iv
e
w
a
y
)
(ex top of bank)
(ex top of bank)
(ex 12" CMP culvert)
to be removed
(ex top of bank)
(ex top of bank)
(ex hose bib)
(ex hose bib)
(ex hose bib)
(ex hose bib)
(ex hose bib)
(ex sprinkler)
(ex sprinkler)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex wood fence)
(ex flowline)
(ex retaining wall)
(ex overhead
power lines)
(ex top of bank)
(ex 15" CMP culvert)
(
1
,
1
5
4
.
0
0
'
)
(N90°00'00"E)
(96.58')
(N90°00'00"E)
(43.41')
(N46°22'05"W)
(64.55')
(N46°35'46"W)
(70.98')
(N46°41'52"W)
(118.66')
(N47°11'50"W)
(96.33')
(N50°11'18"W)
(72.24')
(
S
5
6
°
5
4
'3
4
"
E
)
(
3
4
4
.
1
1
')
(S
0°16'08"E
)(149.02')
(
S
2
9
°
2
6
'5
2
"
W
)
(
2
5
4
.
7
6
')
(
S
4
1
°
1
6
'
2
0
"
W
)
(
2
5
1
.
9
8
'
)
(
S
5
1
°
3
1
'
5
4
"
W
)
(
5
2
5
.
4
8
'
)
North
10
0
80
60
400
20
SCALE: 1"=60'
100' Scenic Setback
ex 12" olive
ex 24" walnut
ex 24" olive
ex 22" olive
ex 17" olive
ex 19" olive
ex 14" olive
ex 15" walnut
ex 19" walnut
ex 21" oak
ex 24" pine
ex 12" oak
ex 14" oak
ex 16" oak
ex 13" oak
ex 24" oak
ex 14" oak
ex 11" oak
ex 40" oak
ex 9" oak
ex 14" oak
ex 14" oak
ex 14" oak
ex 12" oak
ex 16" oak
ex 40" oak
ex 12" oak
ex 9" oak
ex 16" oak
ex 18" oak
ex 24" oak
ex 14" oak
ex 9" oak
ex 34" oak
ex 38" oak
ex 14" oak
ex 11" oak
ex 20" oak
ex 16" oak
ex 14" oak
ex 35" oak
ex 13" oak
ex 22" oak
ex 10" oak
ex 16" oak
ex 12" oak
ex 12" oak
ex 15" oak
ex 18" oak
ex 10" oak
ex 13" oak
ex 14" oak
ex 20" oak
ex 21" oak
ex 17" oak
ex 6" walnut
ex 17" oak
ex 6" oak
ex 12" oak
ex 7" oak
ex 11" oak
ex 28" oak
ex 24" oak
ex 8" oak
ex 8" oak
ex 16" oak
ex 18" oak
ex 32" walnut
PI: 1+60.00
APN 756-30-023
Cooper, Doc# 21924011
R
e
d
w
o
o
d
R
e
t
r
e
a
t
R
d
(
c
o
u
n
t
y
m
a
i
n
t
a
i
n
e
d
r
o
a
d
)
E
l
M
a
t
a
d
o
r
D
r
(
n
o
t
a
c
o
u
n
t
y
m
a
i
n
t
a
i
n
e
d
r
o
a
d
)
W
a
ts
o
n
v
ille
R
o
a
d
(c
o
u
n
ty
m
a
in
ta
in
e
d
ro
a
d
)
APN 756-29-016
Sullivan, Doc# 2419246
APN 756-30-004
Tepoorten, Doc# 20875600
APN 756-41-012
Caserza, Doc# 21752411
C
C
B
D
D
A
A
G
H
H
I
I
J
J
E
18" HDPE Culvert
w/ 24" DI
G
E
P
I
:
0
+
9
0
.
0
0
F
F
D
in
n
in
g
H
a
ll
P
A
D
=
3
2
0
.0
0
'
Server H
ousing
PA
D =
315.00'
Server H
ousing
PA
D =
325.50'
W
o
m
e
n
'
s
R
e
s
i
d
e
n
c
e
s
P
A
D
=
3
3
7
.
5
0
'
W
o
m
e
n
'
s
R
e
s
i
d
e
n
c
e
s
P
A
D
=
3
4
0
.
5
0
'
W
o
m
e
n
'
s
R
e
s
i
d
e
n
c
e
s
P
A
D
=
3
4
3
.
5
0
'
W
o
m
e
n
'
s
R
e
s
i
d
e
n
c
e
s
P
A
D
=
3
4
7
.
0
0
'
M
a
i
n
t
e
n
a
n
c
e
P
A
D
=
3
0
8
.
0
0
'
C
a
r
e
t
a
k
e
r
s
P
A
D
=
3
0
5
.
5
0
'
M
e
n
'
s
H
o
u
s
i
n
g
P
A
D
=
3
6
0
.
0
0
'
M
e
n
's
H
o
u
s
i
n
g
P
A
D
=
3
6
1
.
0
0
'
M
e
n
's
H
o
u
s
i
n
g
P
A
D
=
3
5
8
.
0
0
'
Meditation Hall
PAD = 369.00'
I
n
s
t
r
u
c
t
o
r
s
R
e
s
i
d
e
n
c
e
P
A
D
=
3
7
0
.
0
0
'
A
d
m
in
O
f
f
ic
e
P
A
D
=
3
1
5
.
0
0
'
Cart Storage
AB Parking Lot
90 Parking Spaces total
4 ADA Parking Spaces
2
0
'
2
0
'
20'
2
0
'
2
0
'
20'
AC Berm
AC Berm
AC Berm
AC Berm
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
6+70
0
+
0
0
1
+
0
0
2
+
0
0
3+
00
4
+
0
0
5
+
0
0
6
+
0
0
6
+
7
3
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4+
00
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9+
00
1
0
+
0
0
1
1
+
0
0
12+
00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
01
5
+
1
3
(
3
5
0
)
(
3
6
0
)
(
3
7
0
)
(
3
8
0
)
(3
7
0
)
(
3
8
0
)
(
3
9
0
)
(360)
(370)
(
3
4
0
)
(
3
5
0
)
(3
6
0
)
(3
7
0
)
(
3
4
0
)
(350)
(360)
(370)
(
3
2
0
)
(
3
3
0
)
(
3
4
0
)
(
3
5
0
)
(
3
2
0
)
(
3
3
0
)
(3
3
0
)
(340)
(
3
3
0
)
(
3
4
0
)
(
3
5
0
)
(350)
(360)
(
3
7
0
)
(370)
(
3
7
0
)
(
3
2
0
)
(
3
3
0
)
(
3
4
0
)
(
3
5
0
)
(
3
6
0
)
(
3
1
0
)
(
3
0
2
)
(
3
0
4
)
(
3
0
6
)
(
3
0
8
)
(320)
(330)
(
3
4
0
)
(3
1
4
)
(316)
(318)
(322)
(324)
(326)
(328)
(
3
3
2
)
(
3
3
4
)
(
3
3
6
)
(
3
3
8
)
(
3
4
2
)
(
3
5
0
)
(368)
(368)
(3
6
2
)
(3
5
8
)
(
3
5
6
)
(3
5
4
)
(
3
5
2
)
(
3
5
0
)
(
3
5
2
)
(
3
5
4
)
(
3
5
6
)
(
3
5
4
)
(
3
5
2
)
(
3
5
0
)
(
3
4
8
)
(
3
4
6
)
(
3
4
2
)
(
3
4
4
)
(
3
4
0
)
(
3
3
8
)
(
3
3
6
)
(
3
3
4
)
(
3
3
2
)
(
3
3
0
)
(
3
2
0
)
(3
1
0
)
(308)
(
3
0
4
)
(
3
0
2
)
(
3
0
0
)
(
3
0
4
)
(
3
0
4
)
(
3
0
6
)
(
3
0
8
)
(310)
(
3
1
2
)
(312)
(
3
1
0
)
(
3
0
8
)
350
3
4
6
350
352
3
5
4
3
4
8
360
3
7
0
3
6
6
368
3
6
0
3
5
0
3
4
0
3
3
0
3
2
0
3
3
6
3
4
0
3
5
0
3
4
6
3
4
4
3
4
2
328
324
314
316
312
3
1
4
3
1
8
3
1
8
3
1
4
3
1
2
310
3
0
8
3
0
6
3
0
8
3
1
0
3
0
6
364
2
6
'
-
2
.
5
%
-2
.5
%
-
2
.
5
%
-
2
.
5
%
-
2
.
5
%
-
2
.
5
%
-2
.9
%
-3.7
%
-2.1
%
-2
.7
%
-0
.8
%
-
5
.
0
%
-
7
.
7
%
-
4
.
0
%
-
6
.
8
%
-
7
.
8
%
-
6
.
9
%
-
3
.
9
%
-1
1
.0
%
-
2
.
1
%
-
3
.7
%
-
3
.
9
%
-
1
.
6
%
-0
.2
%
-
2
.
5
%
-
2
.
0
%
-
2
.
0
%
M
e
n
'
s
H
o
u
s
i
n
g
P
A
D
=
3
6
3
.
5
0
'
-
1
.9
%
Retention Area
5500 cubic feet
Retention Area
3000 cubic feet
Flowline swale
Flowline swale
Runoff release swale into
natural drainage path
Flowline swale
Flowline swale
Flowline swale
12" Square DI
12" Square DI
Connect downspouts to 4" SD
pipe and route into DI (TYP)
24" Square DI
24" Square DI
24" Square DI
24" Square DI
24" Square DI
24" Square DI
24" Square DI
Flowline swale
Flowline swale
Outlet onto rip rap pad
24" Square DI
as outlet
24" Square DI
Flowline swale
Retention Area
200 cubic feet
-
2
.
5
%
12" Square DI
Connect downspouts to 4" SD
pipe and route into DI (TYP)
Discharge downspouts onto
splash blocks directed to swales
Discharge downspouts onto
splash blocks directed to swales
Extend 30" CMP Culvert
12" Square DI
Connect downspouts to 4" SD
pipe and route into DI (TYP)
Foundation
retaining wall
Retaining wall
max height 5.5'
Retaining wall
max height 5'
Retaining wall
max height 7'
Outlet onto rip rap pad
Infiltration trench w/ 18" perforated HDPE
24" Square DI
24" Square JB
Connect downspouts to 4" SD
pipe and route into DI (TYP)
12" Square DI
-
1
5
.0
%
-
2
.
6
%
-
7
.
3
%
B
TOW =377.00'
BOW = 370.00'
TOW =376.00'
BOW = 370.00'
TOW =374.00'
BOW = 369.00'
TOW =370.50'
BOW = 365.00'
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
Limits of Disturbance
TYP
(S64°30'55"W)
(252.65')
(S77°40'00"W)
(191.78')
(S78°10'31"W)
(166.35')
(S28°18'06"W)
(248.67')
(S52°31'32"W)
(333.48')
(N88°07'00"W)
(445.42')
(N
1°35'37"E
)(791.76')
(N7°34'45"E)
(73.33')
(N47°00'00"E)
(293.68')
(S85°25'00"E)
(125.00')
(N64°30'00"E)
(244.31')
(N68°11'00"E)
(323.06')
(
N
4
3
°
3
9
'
0
0
"
E
)
(
1
,
1
5
4
.
0
0
'
)
(N90°00'00"E)
(96.58')
(N90°00'00"E)
(43.41')
(S46°17'23"E)
(70.00')
(S47°25'59"E)
(325.95')
(S56°54'34"E)
(344.11')
(S0°16'08"E)
(149.02')
(S29°26'52"W)
(254.76')
(S41°16'20"W)
(251.98')
(S51°31'54"W)
(525.48')
(S58°57'32"W)
(348.79')
See Detail Above
Found 1" IP Open
Found 1" IP Open
Found 1" IP Open
in monument box
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LEGEND
(ex building)
Proposed Contour
(ex pavement)
Limits of Grading
Existing Contour
Proposed Structure
Proposed Pavement
Proposed Concrete
Proposed Aggregate Base
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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SHEET
21805112
BA
VC
- Pr
elim
inar
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radi
ng P
lan
9201
El M
atad
or D
r - A
PN 7
56-3
0-02
41
1/2
1/1
9
1" =
6
0'
DF
WJM
W
I
L
L
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J
. M
c
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T
O
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K
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CAL
I
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O
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N
I
A
EXP.
No. 24893
REG
IS
T
E
R
E
D
P
R
O
FESS
IO
N
A
L
E
N
G
IN
EER
12-31-2019
FOR PLANCHECK ONLY
FOR PLANCHECK ONLY
signature shall be provided upon approval
11/21/2019 4:20pm
Applicant/Owner:
Bay Area Vipassana Center
530 Lawrence Expressway
Sunnyvale, CA 94088
510.410.4782
Engineer:
William J. McClintock, RCE 24893
MH Engineering
16075 Vineyard Blvd.
Morgan Hill, CA 95037
408.779.7381
Project Information:
APN 756-30-024
Present Use: Vacant
Proposed Use: Camps and Retreats
Present Zoning: HS-sr
Proposed Zoning: HS-sr
Sanitary Sewer: Proposed Septic
Gas and Electric: PG&E
Water: Existing well
Telephone:
Existing Improvements: As Shown
Area: 54.59 ac
Vicinity Map
Site Map
No
rth
No
rth
Scale: 1"=400'
500
400
200
100
300
0
Scale: 1"=400'
500
400
200
100
300
0
Earthwork Quantities
Cut Fill Net Max Cut Max Fill
Buildings + 5 Feet
Admin Office
1 cy 92 cy 91 cy (fill)
0.50' 1.67'
Maitenance
0 cy 104 cy 6 cy (cut)
1.50' 1.67'
Caretakers
0 cy 81 cy 46 cy (fill)
0.00' 1.00'
Kitchen/Dinning 68 cy 511 cy 443 cy (fill)
3.00' 4.50'
Server's Residences
104 cy 121 cy 17 cy (fill)
2.50' 1.50'
Women's Residences
89 cy 438 cy 349 cy (fill)
3.00' 2.50'
Men's Residences
225 cy 626 cy 401 cy (fill)
5.50' 5.00'
Meeting Hall 345 cy 618 cy 273 cy (fill)
7.00' 4.00'
Instructor' Residence
51 cy 34 cy 17 cy (cut)
2.50' 2.50'
Building Permit Total 883 cy 2,625 cy 1742 cy (fill)
Site Grading
Admin Office
0 cy 4 cy 4 cy (fill)
0.00' 1.00'
Maitenance
0 cy 26 cy 8 cy (fill)
0.00' 1.00'
Caretakers
0 cy 0 cy 0 cy
0.00' 0.00'
Dinning & Servers 366 cy 363 cy 3 cy (cut)
3.00' 4.50'
Women's Residences
254 cy 578 cy 324 cy (fill)
3.00' 2.50'
Men's Residences
487 cy 771 cy 284 cy (fill)
5.50' 5.00'
Meeting Hall 15 cy 88 cy 73 cy (fill)
3.00' 1.00'
Instructor' Residence
0 cy 0 cy 0 cy
0.00' 0.00'
Access Road
1,014 cy 144 cy 1229 cy (cut)
6.25' 4.50'
Main Entrance & Roundabout
406 cy 0 cy 406 cy (cut)
1.67' 0.00'
Parking Lot 761 cy 19 cy 742 cy (cut)
1.67' 1.50'
Retention Ponds
432 cy 0 cy cy (fill)
4.00' 0.00'
Grading Permit Total3735 cy
1993
1742 cy (cut)
Note: Total earthwork quantities do not include earthwork from buildings.
Earthwork from building plus 5 feet is covered under the building permits.
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
06085C0618H, effective May 18, 2009.
Basis of Bearings: The bearings shown on this map are based on
the centerline of Redwood Retreat Road as found monumented and
recorded as South 67° 34' 00" East, on that Parcel Map thereof recorded
in Book 578 of Maps at Page 4, Santa Clara County Records.
Benchmark: Elevations shown on this plan are based GPS. (NAVD88)
Impervious Area Summary
Administration Office
2,398 SF
Maintenance Building 2,795 SF
Caretakers Cottage 1,338 SF
Kitchen and Dinning Hall 8,630 SF
Servers Residences (2) 6,810 SF
Women's Residences (4) 13,620 SF
Men's Residences (4) 13,620 SF
Meeting Hall and Bathrooms 14,721 SF
Instructor's Residence
2,458 SF
Walkways 4,529 SF
Driveway 46,053 SF
Total New Impervious Area116,972 SF
Drainage Notes:
1. All drainage inlets (DI) in the roadway shall be 24"
square inlets made of concrete with traffic rated grates
2. All pipes connecting DIs in the roadway shall be a
minimum of 12" HDPE pipes.
3. All DIs located outside the roadway shall be 12"
square inlets unless otherwise noted.
4. All swales shall have rip rap pad dissipaters at the
terminus.
Area of Disturbance = 305,007 SF
Fire Notes:
1. All driveways and access roads to meet County standard SD1.
2. All driveways, access roads, and parking lots to be made of an all
weather surface capable of supporting 75,000 pounds and have a
maximum slope of 16%.
3. Water tanks to have a maximum height of 12 feet and meet
standards set in CFMO W2 & W5. Tanks greater than 12 feet in
height will require a separate building permit.
4. Fire hydrants shall meet standars set in CFMO-W2
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Med
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SA
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ssan
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9201
El M
atad
or D
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Gilr
oy, C
A 9
5020
310.
989.
2312
s t
e v
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c h
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a r
c h
i t
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t
stev
en@
choa
rchi
tect
ure.
com
4712
adm
iralty
way
#61
2m
arin
a de
l rey
, ca
9029
2
SHEET NO.
of Sheets
12/3/19
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N B.
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2,798 sq ft
N
0 2' 4' 8'
28'-45/8" 24'-51/2" 28'-45/8" 7'-0"
8'-8
1/4"
63'-5
1/2"
22'-4
3/8"
16'-2
1/2"
13'-1
/8"
11'-0"
18'-0
"13
'-53/
4"
37'-1
01/2
"
2'-6
"10
'-31/
2"
42'-61/2"
20'-5
5/8"
51/2
"
3'-61/2"
6'-4
"
5'-0
"
4'-113/4"
7'-0" 5'-0"
71/2"
5'-0
"
4'-61/2"
81'-23/4"
7'-0"
4'-113/4"
5'-0
"5'
-0"
16'-1
01/4
"
21'-7/8" 51/2"
10'-3
1/2"
69'-113/4"
21'-7/8"
6'-53/4"
12'-5
3/4"
12'-5
3/4"
7'-13/8"
26'-107/8" 4'-5
3/8"
5'-5
1/2"
26'-65/8"
5'-1/8"
13'-6" 8'-0" 6'-6"
13'-23/4" 51/2" 13'-23/4"
9,508 sq ft
COAT HOOKS
COAT HOOKS
COAT HOOKS
COAT HOOKS
CLERESTORY WINDOWS
CLERESTORY WINDOWS
CLERESTORY WINDOWS
water fountain
COAT HOOKS
COAT HOOKS
CLERESTORY WINDOWS ABOVECLERESTORY WINDOWS ABOVE
storage
8 NICHES
open trellis above
open trellis above
water fountain
MAINDHAMMA
HALL
SECONDARYDHAMMA
HALL62 CUSHIONS
MEN'SBATHROOM BLOCK
WOMEN'SBATHROOM BLOCK
VESTIBULEVESTIBULE
INTERVIEWROOM
INTERVIEWROOM
STAIRSTAIR
STORAGESTORAGE
CUSHION STORAGE CUSHION STORAGE
WOMEN 41CELLSMEN 41 CELLS
VESTIBULE
GRADE
FEMALE ENTRYMALE ENTRY
TEACHER ENTRY
MAIN DHAMMA HALLTOTAL 1ST FLR
1ST FLOOR PLAN
ARCADE ARCADE
4 WOMEN SERVER CELLS4 MEN SERVER CELLS
STORAGESTORAGE
SERVERENTRY SERVER
ENTRY
SECONDARYDISCOURSE
ROOM24 CUSHIONS
VESTIBULE
ACC
ACC
ACC
ACC
ACC
ACC
MEDITATION HALL AND CELLS
33'
29'
STANDING SEAM METAL ROOFING: "Weathered Copper"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
STUCCO: "Sag Harbor Gray"
STANDING SEAM METAL ROOFING: "Weathered Copper"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage" WOOD DOORS: "Midsummer Night"
STUCCO: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
STUCCO: "Sag Harbor Gray"
WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
MEDITATION HALL AND CELLS 1
SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
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9201
El M
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Gilr
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A 9
5020
310.
989.
2312
s t
e v
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c h
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a r
c h
i t
e c
t
stev
en@
choa
rchi
tect
ure.
com
4712
adm
iralty
way
#61
2m
arin
a de
l rey
, ca
9029
2
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of Sheets
12/3/19
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2,772 sq ft
N
0 2' 4' 8'
5'-1
1/4"
6'-4
"
7'-63/8"
7'-6
3/8"
5'-0
"
6'-3/8"
56'-9
3/8"
4'-61/2"
56'-91/4"
19'-93/4" 17'-13/4" 19'-93/4"
LINE OF WALL BELOW
LINE OF WALL BELOW
STAIR
2ND FLOOR PLAN
TOTAL 2ND FLR
MECHANICAL (MAIN HALL)
WOMEN 22 CELLSMEN 22 CELLS
STORAGE
STAIR
STORAGE
MECHANICAL (CELLS)
OPEN TO BELOW
N
0 2' 4' 8'
ROOF PLANSCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
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Kitc
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9201
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4712
adm
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#61
2m
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, ca
9029
2
SHEET NO.
of Sheets
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0 2' 4' 8'
N
71/2
"9'
-0"
71/2
"
5"
71/2
"
51/2"18'-51/2"
9'-1
01/2
"
71/2
"21
'-31/
2"
7'-0
"5"
12'-0
"5"
13'-1
01/4
"71
/2"
9'-0
"71
/2"
12'-0
"
25'-103/4"16'-53/4"
8'-0
"71
/2"
33'-8
1/4"
9'-0
"71
/2"
8'-0"6'-6"71/2"14'-31/4"51/2"25'-6"51/2"14'-61/2"
71/2"8'-0"5'-11"
3'-0
"6'
-0"
2'-1
13/4
"
18'-51/2"
7'-1/2"3'-6"5'-0"3'-6"5'-0"3'-6"5'-3"3'-0"
8'-0
"5"
4'-0
"3'
-0"
4'-0
"2'
-0"
5"11
'-113
/4"
71/2
"
19'-111/4"71/2"
43'-1
11/4
"32
'-6"
7'-0
"
21'-3/4"5"10'-0"5"
3'-0
"4'
-0"
10'-0
"4'
-31/
2"12
'-43/
4"
10'-0
" 18'-0"
2'-0
"3'
-0"
8'-1
/2"
5"3'
-111
/4"
16'-1/4"25'-53/4"
5'-5"5"14'-11/4"
3,229 sq ft
2,366 sq ft
707 sq ft
6,259 sq ft
6' x 2'-6" AWNING WINDOWS @+6'-0" SILL
TEA STATIONTEA STATION
WASH STATION
WASH STATION
COOLERS OR PANTRY
BUS CARTS
TRASH/RECYCLING DUMPSTERS
METAL GATES (W/ ACCESS GATE)
VEG RINSE SINK
appliances: rice cookers, Robot coupe, Vitamix. etccooking sink
dry racks
HAND WASH STATION
RINSE SINK
UTENSILS,SPICE RACK ETC
single burnerwok stove
JANITORIAL
MOP SINK
dish washer
triple sink
prewash sink
MOVABLE PARTITIONS (3 PL)FOR FLEXIBILITY
VALUABLESVALUABLES METTA DAY STORAGE OR DISPLAYS
TRASH/RECYCLING
MOVABLE PARTITIONSCLOSED DURING COURSES
CLERESTORIES ABOVE
MEN'S DINING HALL (60)WOMEN'S DINING HALL (60)
UTILITY VESTIBULE
DISHWASH/ POT STATION
OFFICE
MEN SERVERS
WOMEN SERVERS
MEN RESTROOM
FOOD SERVICEFOOD SERVICE
COOKING AREA
WOMEN RESTROOM
L0ADING DOCK
PREP AREA
WALKIN COOLER
DINING ROOMS
KITCHEN
VESTIBULE/RESTROOMS
DRY STORAGE
PREP AREA
TOTAL
SERVICE ENTRY
LAUNDRY
MECHANICAL
OVERFLOW OR FLEX DINING
OUTDOOR COVERED METTA DAY AREA
OUTDOOR PATIO
MECHANICAL
OUTDOOR PATIO
KITCHEN DINING BUILDINGN
0 2' 4' 8'
ROOF PLAN
29'
4'-0
"
25'
25'
4'-0
"
25'
STANDING SEAM METAL ROOFING: "Weathered Copper"
STUCCO: "Sag Harbor Gray"STUCCO: "Sag Harbor Gray"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"WOOD DOORS: "Midsummer Night"CONCRETE LOADING DOCK
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage" POSTS, BEAMS: "Gloucester Sage"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage" WOOD DOORS: "Midsummer Night"POSTS, BEAMS: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
KITCHEN DINING BUILDING 3
SCALE 1/8"=1'-0" SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"
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Res
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DH
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Vipa
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nter
9201
El M
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or D
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Gilr
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A 9
5020
310.
989.
2312
s t
e v
e n
c h
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a r
c h
i t
e c
t
stev
en@
choa
rchi
tect
ure.
com
4712
adm
iralty
way
#61
2m
arin
a de
l rey
, ca
9029
2
SHEET NO.
of Sheets
12/3/19
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2,594 sq ftN0 2' 4' 8'
9'-105/8" 9'-103/4"
8'-3
7/8"
85'-31/2"
4'-61/2"
2'-1
1"8'
-8"
13'-3
1/4"
8'-8
"3'
-0"
MECHANICALCLOSET
SUPPLYCLOSET
ACC
ACC
RESIDENCE (16)
N0 2' 4' 8'
ROOF PLAN
15'
15'
2,594 sq ftN0 2' 4' 8'
85'-21/2"
9'-105/8" 9'-103/4"
43/4" 10'-21/4"
MECHANICALCLOSET
MECHANICALCLOSET
SUPPLYCLOSET
STORAGE
LAUNDRY
RESIDENCE (13)
N0 2' 4' 8'
ROOF PLAN
METAL WAINSCOTING: "Gloucester Sage"METAL WAINSCOTING: "Gloucester Sage"
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
WOOD DOORS: "Midsummer Night"
FRONT/REAR ELEVATIONSIDE ELEVATIONS
RESIDENCE (13) RESIDENCE (16) 7 6QTY: 2 QTY: 8
SCALE 1/8"=1'-0" SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"SCALE 1/8"=1'-0"
SCALE 1/8"=1'-0"SCALE 1/8"=1'-0"
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Teac
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, CA
950
2031
0.98
9.23
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s t
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tect
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com
4712
adm
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way
#61
2m
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a de
l rey
, ca
9029
2
SHEET NO.
of Sheets
12/3/19
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0 2' 4' 8'N
8'-1
/2"
8'-1
/2"
5"17
'-10"
9'-1" 5" 4'-6" 11"
4'-0
"
75'-0"
27'-7
1/2"
15'-3" 44'-6" 15'-3"
6'-0
"
13'-3
1/2"
6'-1
11/2
"
71/2"
14'-0" 11" 14'-5" 51/2" 14'-2" 51/2" 14'-5" 11" 14'-0"
8'-1
/2"
5"11
'-10"
12'-0
"
1,799 sq ft
4' PRIVACY DOOR
LIN
E O
F R
OO
F AB
OVE
BEDROOM BATHROOM
KITCHENETTE
BATHROOM
EXERCISE ROOM
OFFICE AREA
TEACHERS RESIDENCES
BEDROOM BATHROOM
KITCHENETTE
BATHROOM
OFFICE AREA
BEDROOM
KITCHENETTEKITCHENETTE
BEDROOM
OFFICE AREAOFFICE AREA
COVERED DECK
LAUNDRY
16'
N
0 2' 4' 8'
5'-0" 5"
10'-1
7/8"
41/8
"
45'-0
"
6'-0" 6'-0"
28'-0
"17
'-0"
32'-0"
11'-10" 2'-9" 5" 15'-9" 71/2"
5'-0
"5"
26'-0"
26'-9
"
11'-10" 5" 4'-6" 5" 13'-7" 71/2"
16'-2
7/8"
1,338 sq ft
BEDROOM
BEDROOM 2
BATHROOM
KITCHEN
LIVING ROOMPORCH
CARETAKER'S RESIDENCE
STUDIO
BATHROOMKITCHEN
16'
16'
16'
16'
N
0 2' 4' 8'
ROOF PLAN
N0 2' 4' 8'ROOF PLAN
17'
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
POSTS, BEAMS: "Gloucester Sage"
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
NORTH ELEVATION
SOUTH ELEVATIONWEST ELEVATION
EAST ELEVATION
CARETAKER'S RESIDENCE TEACHERS' RESIDENCE 5 8
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s t
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stev
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4712
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2m
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2,050 sq ft2,050 sq ft
N
0 2' 4' 8'
N
0 2' 4' 8'
12'-0" 50'-0"
20'-0
"12
'-0"
20'-0"
15'-0
"
10'x8' ROLLUP DOOR
LINE OF CEILING HEIGHT CHANGE
SKYLIGHT
SKYLIGHT
12'x10' ROLLUP DOOR
12'x10' ROLLUP DOOR
12' WALL HEIGHT
10' WALL HEIGHT
MAINTENENCE BARN
STORAGE
COVERED EXTERIOR WORK AREA/GOLF CART PARKING
MAINTENENCE BARN
STORAGE
COVERED EXTERIOR WORK AREA/GOLF CART PARKING
16'
N
0 2' 4' 8'
ROOF PLAN
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
POSTS, BEAMS: "Gloucester Sage"
STANDING SEAM METAL ROOFING: "Weathered Copper"
STANDING SEAM METAL ROOFING: "Weathered Copper"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
CEMENTBOARD SIDING: "Sag Harbor Gray"
CEMENTBOARD SIDING: "Sag Harbor Gray"
WOOD DOORS: "Midsummer Night"
WOOD DOORS: "Midsummer Night"
POSTS, BEAMS: "Gloucester Sage"
WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
MAINTENCE BUILDING 9
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Cent
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01 E
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Driv
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, CA
950
2031
0.98
9.23
12
s t
e v
e n
c h
o,
a r
c h
i t
e c
t
stev
en@
choa
rchi
tect
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com
4712
adm
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way
#61
2m
arin
a de
l rey
, ca
9029
2
SHEET NO.
of Sheets
12/3/19
I
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0 2' 4' 8'
N
28'-11"
3'-0
"38
'-0"
9'-8"18'-0"13'-8"3'-0"
17'-7
"71
/2"
5'-0
"
19'-3"
18'-0
"
7'-6"
1'-6
"6'
-0"
4'-3
"
4'-6"
11'-9
"
7'-6"
1'-6"5'-0"2'-6"5'-0"2'-6"5'-0"2'-6"5'-0"
29'-7
"
18'-0"
60'-7"
43'-0
"
12'-2
"5"
12'-0
"
2,074 sq ft
LUNCHROOM
BATHROOM
MULTI PURPOSE ROOM
COURSE MANAGER/SERVERS DESKS
REGISTRATION
CENTERMANAGER
FINANCEMAINTENENCE
TECHNOLOGY
SERVER LAUNDRY/STORAGE
KITCHEN MANAGER
STORAGE
ENTRY
ADMINISTRATION OFFICE
PRINT AREASTORAGE
BATHROOM
COURTYARD
EXTERIOR DINING AREA
STORAGE
16'
16'
N
0 2' 4' 8'
24'-0"
20'-0
"
15'-0"
480 sq ftCART STORAGE
BENCH
CART STORAGE CART STORAGE
BENCH
14'
14'
N
0 2' 4' 8'
ROOF PLAN
N
0 2' 4' 8'
ROOF PLAN
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
WOOD DOORS: "Midsummer Night"
METAL WAINSCOTING: "Gloucester Sage"
STANDING SEAM METAL ROOFING: "Weathered Copper"
STANDING SEAM METAL ROOFING: "Weathered Copper"
STANDING SEAM METAL ROOFING: "Weathered Copper"
STANDING SEAM METAL ROOFING: "Weathered Copper"
STANDING SEAM METAL ROOFING: "Weathered Copper"
CEMENTBOARD SIDING: "Sag Harbor Gray"
CEMENTBOARD SIDING: "Sag Harbor Gray"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
FIBERGLASS WINDOWS: "Midsummer Night",TRIM: "Gloucester Sage"
POSTS, BEAMS: "Gloucester Sage"
POSTS, BEAMS: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage"
METAL WAINSCOTING: "Gloucester Sage" WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
EAST/WEST ELEVATION
NORTH/SOUTH ELEVATION
CART STORAGE ADMINISTRATION OFFICES 4
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CUPG - General DrawingsC-01 Site Plan
A -0 PlansA-01 Meditation HallA-02 Mediation Hall Roof PlanA-03 Kitchen Dining PlanA-04 ResidencesA-05 Teachers and Caretaker ResidencesA-06 Maintenence BuildingA-07 Administration Building Cart Storage