C o n n e c t i c u t S c i e n c e C e n t e r...Vertical Illuminance
A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4...
Transcript of A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4...
![Page 1: A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O IA S T R E E T](https://reader035.fdocuments.net/reader035/viewer/2022070705/5e978c4fc5fb59551229bcee/html5/thumbnails/1.jpg)
12
43
5
OU
TU
RE
EU
TE
CC
HI
RT
RC
Ai
@g
nc
ou
tu
re
te
ct
ur
et
.n
e.
.4
45
48
20
22
1a
rc
hi
se
dC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
Lind
APN 065-163-38
Dec. 6 2018 Encr. Agreement
A1
Dec
k &
Sta
ir re
mod
el
87 S
an C
arlo
s Av
enue
Saus
alito
, Cal
iforn
ia
3-4-19 rev.
4-1-19 rev.
5-31-19 rev.
5-17-19 rev.
9-24-19 ROS update
apn 06-516-315
sweet
briar la
ne
N47°
29'51
"W
N53°
36' 5
1"W
N62° 53' 12"E 118.99'
N77° 10' 33"E 77.13'
N77°
34' 1
5"W
109
.90'
camellia
24" oak18" rdwd
14" tree
maple
STRUCTURE
20.77
'
N47°29'51"W
20.44'
14" oak
9" mag
24" oak
18" oak
R=62.47' L=67.05'
gravel parking area14" oak
14" oak
gravel
path
gravel path 24" oak
prop
erty l
ine
18" oak
24" oak
j.maple
San Carlos Avenue
STRUCTURE
bay
10" bay
14" oak
27'-5"
35'-2"
2'-9"
1'-2"
288.32'
279.9' ff
279.9' ff
244'-3"
249'-3"
footing
conc. wall
mtl railwood fence
rock wall
conc. wall
rock wall
conc. wall
6' wood fence
steel stairs
2' rock wall
2' rock wall
edge of pavement
edge of pavement
edge of pavement
edge of pavement
edge of pavement
2' rock wall
2' rock wall
2' rock wall
5' req. sideyard setback
15' req. rearyard setback
15' req. rearyard setback
(e) spa
leaning oak tree
(e) mtr
(e) mtr
walkwayon grade
(e) steps on grade
(e) walk on grade
area of (e) encroachment (115 sq.ft.)
property line
(e) wood trellis
(e) cobblestoneswale
1st Floor deck
2nd Floor deck
UP
Plan North 12'-6"
paved all
ey
conc. parking deck
conc. patio
60' right of way
elec. mtr gas mtr
290'
285'
285'
280'
275'
270'
265'
260'
255'
250'
245'
245'
250'
255'
260'
265'
270'
275'
280'
285'
True North
(2) 23"d
x20"w
trash cans
down
UP
UP
down
UP
UP
UP
UP
UP
87 SAN CARLOSapn 065-163-38
N53°
36' 5
1"W
N62° 53' 12"E 118.99'
camellia
24" oak
18" rdwd
14" tree
maple
14" oak
9" mag
24" oak
18" oak
R=62.47' L=67.05'
gravel parking area14" oak
14" oak
24" oak
18" oak
24" oak
San Carlos Avenue
bay
27'-5"
2'-9"
271.0' ff
+/- 279'-9"
254'-3 1/2"
244'-3 1/2"
266'-2"269'-11"
247'-10"
248'-6"
edge of pavement
edge of pavement
edge of pavement
2' rock wall
2' rock wall
15' req. rearyard setback
gate
(e) deer fencew/ metal post
(n) guard
(n) guard
(n) steps on grade
(n) +/-2' ret. wall
(n) ret. wall
(n) ret. wall
(n) ret. wall
bench
(n) ret. wall
(n) ret. wallplanter
(n) ret. wall
replace. (e) steps
(e) mtr
(e) mtr
steps on grade
(n) 42" high ret. wall
(n) steps on grade
area of (n) encroachment (130sq.ft.)
property line
(n) 51" high ret. wall
Work inside the bubble outline wasapproved under Zoning Permit #2018-00391,
& Building Permit # B2018-1182
provide contrastingstrip on last step
(e) cobblestoneswale
1st Floor deck
2nd Floor deck
60' right of way
elec. mtr gas mtr SS c.o.
260'
255'
250'
245'
245'
250'
255'
260'
265'
270'
275'
UP
replace (e) stone tile & WP memb.on stairs and deck
down
UPUP
UP
UP
UP
UP
UP
UP
gravelwalk
gravelwalk
gravelwalk
dw
4A2
planter
UP
87 SAN CARLOSapn 065-163-38
18" oak
3'-6"
4'-1"
6'-9"
5'-2"
2'-6"
(e) 244.2'
254'-0" fin.
253'-0" fin.252'-0" fin.
251'-0" fin.
250'-0" fin.
250'-0" fin.
248'-6" fin.
248'-6" fin.
247'-10" fin.
247'-10" fin.
247'-10" fin.
244'-3 1/2" fin.
250'-6 1/2" fin.
247'-5" fin.
244'-11" fin.
edge of pavement
(e) fence
basaltveneer wall
42" high basalt veneerwall w/ basalt slab cap
51" high basaltveneer wall
colored conc. walk
+/- 7 1/2" rise, 11" run
handrail handrail
+/- 7 1/2" rise (typ.)
handrail+/- 7 1/2" rise
11" run
(n) street numbers property line
edge of pavement
existing stair (dashed)to be removed
area of encroachment
2" weep holes @ 2'-0" o.c.
diannela, planter
(n) ferns
jasmine hedge
(e) vegetationto remain
Work this side the bubble outline wasapproved under Zoning Permit #2018-00391,
& Building Permit # B2018-1182
slope street landing tocontinue (e) drainage
both sides, slope 2% max
(e) drainage swale
slope landing to continue (e) drainage both sides,
slope 2% max
edge of pavement
(e) cobblestoneswale
contrass. stripthis step
249'
248'
251'
250'
245'
247
246
245
downdown
down
down
colored conc. landing
colored conc. landing
250'
254'
253'
252'
251'
247'
(e) w.m.
(e) e.m.
planter
4A2
downdown
colored conc. landing
slope
slope
4
4
SCALE: 1/8" = 1'-0"1 Existing Site Plan
SCALE: 1/8" = 1'-0"2 Proposed Site Plan
SCALE: 3/8" = 1'-0"3 Encroachment Area Detail Plan
![Page 2: A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O IA S T R E E T](https://reader035.fdocuments.net/reader035/viewer/2022070705/5e978c4fc5fb59551229bcee/html5/thumbnails/2.jpg)
12
43
5
OU
TU
RE
EU
TE
CC
HI
RT
RC
Ai
@g
nc
ou
tu
re
te
ct
ur
et
.n
e.
.4
45
48
20
22
1a
rc
hi
se
dC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
Lind
APN 065-163-38
Dec. 6 2018 Encr. Agreement
A2
Dec
k &
Sta
ir re
mod
el
87 S
an C
arlo
s Av
enue
Saus
alito
, Cal
iforn
ia
3-4-19 rev.
4-1-19 rev.
5-31-19 rev.
5-17-19 rev.
9-24-19 ROS updatesteps behind wall
(e) grade
basalt veneer wall
basalt veneer wall
(e) grade
handrail, metal painted black
248'-6" wall
250'-0" wall
4'-3"
3'-6"
2" basalt slab top
basalt veneer wall
concrete steps beyond
basalt veneer wall beyond
conc. landing
concrete steps
basalt veneer wall
handrail, metal painted black
+/- 244'-4" landing
247'-10" planter
248'-6" wall
250'-0" wall
+/-244'-3" landingslope for drainage
steps
(e) grade
basalt veneer wall
basalt veneer wall beyond
2" basalt slab top
handrail, metal painted black
250'-0" wall
248'-6" wall
+/-244'-4" street
247'-10" planter
9"1 1/2" 6"
1 1/2"
2 1/2"
3'-6"
(n) conc. slope for drainage per plan
+/- 2" stone veneer
8" concrete wall, SSD
12" wide, 3/4" drain rock wrappedin filter fabric, Mirafi 140N
4" dia. perf. SDR35 sched. 40pipe to 2" weeps @ 2' o.c.
2" x 9" stone slab ontop w/ 1/4" eased edge
2 1/2"t x 4"w top
Miradrain 2000 drain. comp.
raised planter247'-9" top of wall
244'-3" street
4
4
4
SCALE: 3/4" = 1'-0"1 Street Steps: Right ElevationSCALE: 3/4" = 1'-0"3 Street Steps: Street Elevation
SCALE: 3/4" = 1'-0"2 Street Steps: Left ElevationSCALE: 1 1/2"= 1'-0"4 Planter Wall Detail
![Page 3: A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O IA S T R E E T](https://reader035.fdocuments.net/reader035/viewer/2022070705/5e978c4fc5fb59551229bcee/html5/thumbnails/3.jpg)
12
43
5
OU
TU
RE
EU
TE
CC
HI
RT
RC
Ai
@g
nc
ou
tu
re
te
ct
ur
et
.n
e.
.4
45
48
20
22
1a
rc
hi
se
dC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
Lind
APN 065-163-38
Dec. 6 2018 Encr. Agreement
A3
Dec
k &
Sta
ir re
mod
el
87 S
an C
arlo
s Av
enue
Saus
alito
, Cal
iforn
ia
3-4-19 rev.
4-1-19 rev.
5-31-19 rev.
5-17-19 rev.
9-24-19 ROS update
edge of pavement
steel stairs
pavedalley
concretedeck
rockwall
N47°29'51"W
N53° 36' 51"W
N62° 53' 12"E 118.99' 60' RIGHT OF WAY
N77° 34' 15"W 109.91'
railing atdeck edge
20"tree
5"oak
multi-trunktree
24"oak
18"rdwd
footing
10"multi-trnk
bay
14"tree
multi-trunkbay
wood wire
fence
12.50'
245
244
246247248249
250
255
260
265
270
275
290
285
285
270
265
260
255
250
245
245
245
255
255
255
267
273 272271
263262
261
259258
257256
254253
252
251
267
266
264
263
262
261
259
258
257
256
254
252
283
284
286
287
288
289
291
292
293
294
295
244
267265270
244
3.07'
lndgelev=
288.32
footing
concreteparking
deck
step
lndgelev=279.8
6' wood
fence
20.77'
N2°49'58"W
20.44'
6' woodfence
<<ff sill=279.9'
<<ff sill=279.9'
5"oak
5"oak
rockwall
14"oak
2' rockwall
2' rock
wall
2' rock
wall
2' ro
ckw
all
wood stairs
14"oak
2' rock
wall
9"mag
24"oak
18"oak
edge
of
pave
men
t
edge
of
pave
men
t
edge of
pavement
edge of
pavementR=62.47'D=61°29'47"L=67.05'
gravel parkingarea
gravel parkingarea
14"oak
2' rockw
all
2' ro
ckw
all
6' ro
ckco
nc. w
all
edge of
pavement
14"oak
0.64'
1.19'
0.73'
3.14'
30.27'
23.44'
gravel path
gravel path
2' rockw
all
24"oak 14"
oak
ff sil
l=27
1.0'
>>
deck
edg
e
24"oak
property line
property line
18"oak
E
12.50'
24"oak
3"elm
12"tree
metalrail
drain el=279.7
conc. wallconc. wall
conc. wall
j.maple
277
S10°
42'
51"
W17
.75'
S2° 4
7' 5
1"W
31.7
1'
S10° 03' 09"E35.80'
S22° 40' 09"E
17.57'
S39° 09' 09"E
15.16'
BL
S M
appi
ng a
nd S
urve
ying
BO
X 2
4 (1
531
GR
AN
DV
IEW
AV
E.),
MA
RT
INE
Z, C
A 9
4553
(925
)451
-164
4(C
) (92
5)22
8-49
49(H
)
BR
IAN
L. S
TO
CK
ING
ER
PL
S 6
995
goo
dsur
veys
6995
@pa
cbel
l.net
(925
)451
-164
4(C
) (92
5)22
8-49
49(H
)
g
oods
urve
ys69
95@
pacb
ell.n
et
E
5
![Page 4: A1 · 1 2 4 3 5 O U T U R E E U T E C C H I R T R C A i @ g n c o u t u r e t e c t u r e t.n e.. 4 4 5 4 8 2 0 2 2 1 a r c h i s e d C A 9 4 9 6 5 3 0 C A L E D O IA S T R E E T](https://reader035.fdocuments.net/reader035/viewer/2022070705/5e978c4fc5fb59551229bcee/html5/thumbnails/4.jpg)
12
43
5
OU
TU
RE
EU
TE
CC
HI
RT
RC
Ai
@g
nc
ou
tu
re
te
ct
ur
et
.n
e.
.4
45
48
20
22
1a
rc
hi
se
dC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
CA
94
96
53
0C
AL
ED
OI
AS
TR
EE
TS
AU
SA
LI
TO
NC
A9
49
65
30
CA
LE
DO
IA
ST
RE
ET
SA
US
AL
IT
ON
Lind
APN 065-163-38
Dec. 6 2018 Encr. Agreement
A4
Dec
k &
Sta
ir re
mod
el
87 S
an C
arlo
s Av
enue
Saus
alito
, Cal
iforn
ia
3-4-19 rev.
4-1-19 rev.
5-31-19 rev.
5-17-19 rev.
9-24-19 ROS update
NOVEMBER 2014
BLS SURVEYING & MAPPING