29 3 | CONCEPTUAL SITE PLAN...
Transcript of 29 3 | CONCEPTUAL SITE PLAN...
29
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
OPT
ION
1 -
SIN
GLE
PLA
ZA
30
OPT
ION
2 -
DO
UBL
E PL
AZA
34
TRAF
FIC
CON
CEPT
38
OPE
N S
PACE
CH
ARAC
TER
39
ARCH
ITEC
TURE
CHAR
ACTE
R
42
3 |
CO
NC
EP
TU
AL
SI
TE
PL
AN
AL
TE
RN
AT
IV
ES
30
Pie
r 2
7 C
ruis
e T
erm
ina
l
Key
Poi
nts
Mai
ntai
n BC
DC
Spe
cial
Are
a Pl
an la
yout
for
a
two-
acre
uni
nter
rupt
ed o
pen
spac
e ar
ea.
Two
acce
ss p
oint
s ac
ross
the
Emba
rcad
ero.
Pr
ivat
ely-
owne
d ve
hicl
es
(PO
Vs)
, ta
xis
and
bu
ses
ente
r fr
om o
ne c
onso
lidat
ed p
oint
nea
r Pi
er 2
9 bu
lkhe
ad b
uild
ing
and
shar
e a
larg
e lo
op fl
owin
g co
unte
rclo
ckw
ise.
Pi
ck-u
p an
d dr
op-off
zone
s ar
e st
rong
ly ti
ed to
the
term
inal
bui
ldin
g la
yout
(i.e
., em
bark
atio
n on
the
nort
h, d
ebar
katio
n on
the
sout
h).
Emba
rkat
ion
area
take
s ad
vant
age
of th
e op
en
vi
ew o
f the
Bay
.Bu
s dr
op-off /
pick
-up
zone
is
cent
rally
loc
ated
next
to th
e te
rmin
al.
Prov
isio
ning
truc
ks e
nter
at P
ier
27 a
pron
and
exit
at th
e co
nsol
idat
ed p
oint
at t
he n
orth
.
Adv
anta
ges
Traffi
c l
anes
do
not
cros
s in
to t
he o
pen
spac
e
area
as
envi
sion
ed b
y BC
DC
and
Por
t pla
ns.
Prop
osed
cr
uise
te
rmin
al
layo
ut
prov
ides
oppo
rtun
ity t
o cr
eate
a d
ram
atic
em
bark
atio
n sp
ace
at m
ezza
nine
leve
l with
an
open
vie
w o
f th
e Ba
y.
This
spa
ce a
lso
prov
ides
the
opp
ortu
nity
for
alte
rnat
ive
use
on a
non
-cru
ise
day.
Bu
ses
can
back
int
o th
eir
desi
gnat
ed s
pace
s
ther
eby
not
caus
ing
pote
ntia
l ba
ck-u
p of
the
dr
ivew
ay.
Secu
red
stor
age
of p
rovi
sion
s ca
n be
co-
loca
ted
w
ith o
ther
term
inal
func
tions
, cre
atin
g a
sing
le
faci
lity.
Re
tail
spac
e al
ong
the
open
spa
ce a
rea
coul
d
have
a s
impl
e, effi
cien
t fl o
or c
onfi g
urat
ion.
D
isad
vant
ages
The
sing
le i
ngre
ss p
oint
for
PO
Vs,
tax
is a
nd
bu
ses
may
resu
lt in
traffi
c c
onge
stio
n.C
ircu
latio
n m
anag
emen
t sys
tem
mus
t fun
ctio
n
very
effi
cie
ntly
. Ba
ck-u
p of
on
e m
ode
will
ne
gativ
ely
aff e
ct th
e ot
hers
. W
hile
th
e ba
ck-in
, he
ad-o
ut
bus
oper
atio
n
wou
ld r
educ
e po
tent
ial t
raffi
c im
pact
s, s
igna
ge
wou
ld b
e ne
cess
ary
in o
rder
for
pas
seng
ers
to
iden
tify
whi
ch b
us to
boa
rd.
Bus
load
ing
in
fron
t of
th
e te
rmin
al,
but
PO
V l
oadi
ng i
s fu
rthe
r aw
ay.
This
may
be
a di
sadv
anta
ge s
ince
the
maj
ority
of
pass
enge
rs
OPT
ION
1 |
SIN
GLE
PLA
ZAO
PTIO
N 1
SIT
E PL
AN D
IAG
RAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
E
D
E
D
Embarcadero
Battery St
Sansome St
Ch
estn
ut
St
Lom
bar
d S
t
OPT
ION
1 O
PEN
SPA
CE F
RAM
EWO
RK
DIA
GRAM
NO
RTH
E
D
Embarcadero
Battery St
Ch
estn
ut
St
100’
020
0’40
0’
PLAZ
A
SID
EWAL
K
APR
ON
TER
MIN
AL P
EDES
TRIA
N A
REA
PRO
VISI
ON
ING
AR
EAN
ORT
H
will
be
usin
g PO
Vs a
nd w
ill h
ave
a lo
nger
wal
k to
the
term
inal
. Pr
ovis
ioni
ng t
ruck
s w
ould
ent
er a
nd p
erha
ps
qu
eue
at P
ier
27 a
pron
usi
ng a
less
pre
fera
ble
coun
terc
lock
wis
e fl o
w p
att e
rn.
A q
ueui
ng la
ne m
ay h
ave
to b
e cr
eate
d al
ong
th
e Em
barc
ader
o.
Add
ition
al p
rovi
sion
s st
orag
e m
ay b
e ne
eded
and
plac
ed a
t no
rthe
rn e
nd o
f pi
er,
poss
ibly
cr
eatin
g a
confl
ict
with
pr
ovis
ion
load
ing
oper
atio
ns.
xPE
DES
TRIA
N C
RO
SSIN
G
VIEW
CO
RR
IDO
R
31
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
Priv
atel
y-ow
ned
vehi
cles
(P
OV
), ta
xis,
an
d bu
ses
shar
e a
sing
e en
try/
exit
acce
ss p
oint
, w
hile
pr
ovis
ioni
ng
vehi
cles
en
ter
usin
g a
sepa
rate
en
tran
ce.
E
D
100’
020
0’40
0’
E
D
E
D
E
D
BUS
E
D
OPT
ION
1 C
OM
BIN
ED T
RAF
FIC
FLO
W D
IAG
RAM
OPT
ION
1 |
VEH
ICU
LAR F
LOW
PRIV
ATEL
Y -
OW
NED
VEH
ICLE
S (P
OVS
) FL
OW
DIA
GRAM
TAXI
FLO
W D
IAG
RAM
BUS
FLO
W D
IAG
RAM
PRO
VISI
ON
S FL
OW
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
NO
RTH
NO
RTH
NO
RTH
NO
RTH
NO
RTH
32
Pie
r 2
7 C
ruis
e T
erm
ina
l
Prop
osed
cr
uise
te
rmin
al
layo
ut
prov
ides
op
port
unity
to cr
eate
a d
ram
atic
em
bark
atio
n sp
ace
at m
ezza
nine
lev
el w
ith a
n op
en v
iew
of
the
Bay.
Re
tail
spac
e al
ong
the
open
spac
e ar
ea c
ould
hav
e a
sim
ple,
effi
cien
t fl o
or c
onfi g
urat
ion.
EMBA
RK
DEBA
RK
OTHE
R
BLDG
PRE-
SCRE
EN
LOBB
Y(E
D)(E
E)EN
TRY
SCRE
ENIN
G
BUIL
DING
SYS
TEM
S(B
A)
M /
W T
.(B
B)
(OD)
CREW
SPA
CEPR
OVIS
IONS
STO
RAGE
(OA)
STOR
AGE
(OB)
(OC)
OFFI
CES
SECU
RITY
(OE)
(OF)
PORT
POL
ICE
BAGG
AGE
LAY
DOW
N(D
A)
FROM
M
EZZA
NINE
LE
VEL
TO
MEZ
ZANI
NE
LEVE
L
ENTR
YCB
P PR
IMAR
Y(D
B)
CBP
SECO
NDAR
Y(D
C)
EMBA
RK
DEBA
RK
OTHE
R
BLDG
WAI
TING
/ C
HECK
IN(E
A)
FROM
1S
T FL
OOR
TO S
HIP
FROM
SHI
P
TO 1
ST F
LOOR
(ON
DEBA
RK)
QEUE
(EB)
PASS
AGE
(EC)
BUILDING SYSTEMS
M / W T.
(BA)
(BB)
(OB)
STORAGE
1-1:
Bas
ed o
n 10
sf p
er p
asse
nger
* 1-2:
Thi
s va
lue
excl
uded
in th
e su
mm
ary
build
ing
area
s*
1-1
* 1-2
* 1-3
*
Tota
l PA
X1s
t Lev
el2n
d Le
vel
Gro
up S
um
E-D
Pre-
Scre
en L
obby
2400
2400
0
E-E
Entr
y Sc
reen
ing
2400
2400
0
E-A
Emba
rk W
aitin
g/C
heck
-in15
000
015
000
E-C
Emba
rk/D
ebar
k Pa
ssag
e25
000
2500
E-B
Emba
rk Q
eue
3500
035
0025
800
D-BB
Prim
ary
CB
P 99
0099
000
D-CC
econ
dary
CB
P S
4500
4500
0
D-AA
e la
y-do
wn
Bag
gage
4500
045
000
059
400
O-C
Cru
ise
Line
Offi
ces
1500
1500
0
O-E
Secu
rity
1500
1500
0
O-F
Port
Pol
ice
1500
1500
0
O-D
Cre
w S
pace
900
900
0
O-B
Stor
age
6000
6000
0
O-A
Prov
isio
ns15
000
1500
00
2640
0
B-B
M/W
T.
4000
2400
1600
B-A
Bld
g Sy
stem
s60
0035
0025
00
Oth
er U
se21
500
Ret
ail
1500
015
000
015
000
Sub
Tota
l13
6600
1115
0025
100
1-3:
Thi
s is
a o
ne-s
tory
spa
ce w
ith h
igh
ceili
ng.
*
TERM
INAL
PRO
GRAM
S -
AREA
REQ
UIR
EMEN
TS
OPT
ION
1 T
ERM
INAL
BU
ILD
ING
FLO
W D
IAG
RAM
S
1ST
FLO
OR F
LOW
PRO
GRAM
DIA
GRAM
MEZ
ZAN
INE
FLO
W P
RO
GRAM
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
33
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
R
50’
010
0’20
0’
FROM
M
EZZA
NINE
LE
VEL
TO
MEZ
ZANI
NE
LEVE
L
DC
DBD
EB
AR
KA
TIO
NE
MB
AR
KA
TIO
N
BB
BA
ED
EE
DA
OA
OTHE
R
ODO
B
0C
/0E
/O
F
TO
1ST
FLOO
R LE
VEL
(ON
FROM
SHI
PTO
SHI
P
FROM
1S
T FL
OOR
L
EVEL
EC
BB
BA
EA
/ E
B
1st
FLO
OR
ME
ZZ
AN
INE
DC
DB
BB
BB
BA
BA
EE
ED
EC
DA
EA
/ E
B
OA
OD
OB
R
0C
/0E
/O
F
BCDC LINE
VIEW
PRO
GRAM
AXO
NO
MET
RIC
SITE
PLA
N F
LOW
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
NO
RTH
34
Pie
r 2
7 C
ruis
e T
erm
ina
l
Max
imiz
e th
e vi
ew c
orri
dor
to t
he B
ay b
y
alig
ning
the
sout
h en
d of
the
term
inal
rou
ghly
pa
ralle
l to
Pier
23.
Tw
o ty
pes
of o
pen
spac
e ar
eas:
a t
rian
gula
r
view
ing
area
alo
ng P
ier
27 a
pron
and
a li
near
pa
rk a
long
the
Emba
rcad
ero.
D
edic
ated
taxi
loop
clo
sest
to th
e Em
barc
ader
o
for effi
cien
t cir
cula
tion
POV
en
try
sepa
rate
fr
om
taxi
s,
buse
s an
d
prov
isio
ning
. Pr
ovis
ion
spac
e on
nor
ther
n en
d of
the
Pier
27
te
rmin
al, a
way
from
the
Emba
rcad
ero.
Prim
ary
prov
isio
ning
ci
rcul
atio
n do
es
not
re
quir
e use
of P
ier 2
7 apr
on u
nles
s for
emer
genc
y or
traffi
c co
nges
tion
purp
oses
as d
eter
min
ed b
y te
rmin
al o
pera
tor.
Adv
anta
ges:
Ope
n sp
ace/
build
ing
confi
gur
atio
n cr
eate
s a
st
rong
er li
nkag
e be
twee
n th
e Em
barc
ader
o an
d th
e Ba
y, p
rovi
des
a gr
eate
r ran
ge o
f ope
n sp
ace
in t
he a
rea,
and
pro
mot
es t
he g
reat
er s
ense
of
conn
ectio
n be
twee
n th
e pu
blic
and
the
cru
ise
ship
as
an att r
actio
n.
Prov
isio
n st
orag
e sp
aces
are
sign
ifi ca
ntly
larg
er
in
this
opt
ion.
Th
ere
are
two
ingr
ess
poin
ts f
or P
OV
s, b
uses
,
taxi
s, a
nd p
rovi
sion
ing
truc
ks,
crea
ting
less
po
tent
ial
for
back
ups
on t
he E
mba
rcad
ero.
PO
Vs
wou
ld e
nter
nea
r Pi
er 2
9 w
hile
bus
es,
taxi
s an
d pr
ovis
ioni
ng tr
ucks
wou
ld e
nter
at a
se
para
te p
oint
. Pr
ovis
ioni
ng tr
ucks
can
ente
r and
unl
oad
stor
es
at
a d
esig
nate
d ar
ea.
At
that
poi
nt,
fork
lift s
w
ould
be
used
to
serv
ice
the
crui
se v
esse
ls.
Ther
e is
add
ition
al fl
exib
ility
to u
se th
e Pi
er 2
7 ap
ron
entr
y po
int i
f nec
essa
ry.
POV
load
ing
wou
ld b
e at
the
fron
t of t
erm
inal
.
Sinc
e th
e am
ount
of p
asse
nger
s usi
ng P
OV
s are
al
mos
t tw
ice
as la
rge
as th
ose
usin
g bu
ses,
this
la
yout
wou
ld b
e th
e pr
efer
red
optio
n.
Dis
adva
ntag
es:
Cha
nges
to
th
e BC
DC
Sp
ecia
l A
rea
Plan
’s
confi
gur
atio
n w
ill
requ
ire
a co
nfi r
mat
ion
proc
ess
with
BC
DC
. W
ith t
wo
(pos
sibl
y th
ree)
acc
ess
poin
ts, t
here
wou
ld b
e gr
eate
r po
tent
ial
for
vehi
cula
r an
d pe
dest
rian
co
nfl ic
ts.
This
im
pact
co
uld
be
miti
gate
d by
the l
ikel
y us
e of a
traffi
c m
anag
er(s
) du
ring
pea
k cr
uise
tim
es.
Bus l
oadi
ng a
rea
is w
ithin
a sh
ort d
ista
nce t
o th
e
exiti
ng d
rive
way
and
bus
es w
ould
bac
k in
to th
e dr
ivew
ay. H
owev
er, b
us b
acku
p m
aneu
veri
ng
may
cau
se b
acku
p of
all
exiti
ng v
ehic
les.
A
wid
er o
r a tw
o-la
ne d
rive
way
at t
his
loca
tion
sh
ould
be
cons
ider
ed.
Prov
isio
ns s
tora
ge is
sep
arat
ed f
rom
the
oth
er
bu
ildin
g fu
nctio
ns in
an
adja
cent
bui
ldin
g.
OPT
ION
2 S
ITE
PLAN
DIA
GRAM
OPT
ION
2 |
DO
UBL
E PL
AZA
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
OPT
ION
2 O
PEN
SPA
CE D
IAG
RAM
E
D
E
D
Embarcadero
Battery St
Sansome St
nu
t St
Lom
bar
d S
t
100’
020
0’40
0
E
D
Embarcadero
Battery St
Sansome St
Ch
estn
ut S
t
Lom
bar
d S
t
Sansome
Lom
bar
d S
t
100’
020
0’40
0’
PLAZ
A
SIDE
WAL
K
APRO
N
TERM
INAL
PED
ESTR
IAN
AREA
PROV
ISIO
NING
ARE
A
NO
RTH
NO
RTH
xPE
DES
TRIA
N C
RO
SSIN
G
VIEW
CO
RR
IDO
R
35
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
E
D
E
D
BUS
QUEU
E
E
D
OPT
ION
1 C
OM
BIN
ED T
RAF
FIC
FLO
W D
IAG
RAM
OPT
ION
2 |
VEH
ICU
LAR F
LOW
POV
FLO
W D
IAG
RAM
TAXI
FLO
W D
IAG
RAM
BUS
FLO
W D
IAG
RAM
PRO
VISI
ON
S FL
OW
DIA
GRAM
Priv
atel
y-ow
ned
vehi
cles
(PO
V)
have
a s
epar
ate
entr
y fr
om t
axis
and
bus
es. P
rovi
sion
ing
vehi
cles
ca
n ei
ther
use
the
tax
i/bus
ent
ranc
e or
a t
hird
, se
para
te e
ntra
nce.
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
0’
Battery St
hes
tnu
t St
hE
D
100’
020
0’40
0’NO
RTH
NO
RTH
NO
RTH
NO
RTH
NO
RTH
E
D
36
Pie
r 2
7 C
ruis
e T
erm
ina
l
1-3:
Thi
s is
a o
ne-s
tory
spa
ce w
ith h
igh
ceili
ng.
*2-1:
Bas
ed o
n 10
sf p
er p
asse
nger
* 2-2:
Thi
s is
a o
ne-s
tory
spa
ce w
ith h
igh
ceili
ng.
*
2-1
* 2-2
*
Tota
l PAX
1st L
evel
2nd
Leve
lG
roup
Sum
E-D
Pre-
Scre
en L
obby
2400
2400
0
E-E
Entr
y Sc
reen
ing
2400
2400
0
E-A
Emba
rk W
aitin
g/C
heck
-in22
000
5000
1700
0
E-C
Emba
rk/D
ebar
k Pa
ssag
e20
000
2000
E-B
Emba
rk Q
eue
7500
4000
3500
3630
0
D-B
CB
P Pr
imar
y99
0099
000
D-C
CB
P Se
cond
ary
4500
4500
0
D-A
Bag
gage
lay-
dow
n45
000
4500
00
5940
0
O-C
Cru
ise
Line
Offi
ces
1500
1500
0
O-E
Secu
rity
1500
1500
0
O-F
Port
Pol
ice
1500
1500
0
O-D
Cre
w S
pace
800
800
0
O-B
Stor
age
1350
012
000
1500
O-A
Prov
isio
ns28
000
2800
00
4680
0
B-B
M/W
T.
4000
2500
1500
B-A
Bld
g Sy
stem
s60
0035
0025
00
Ret
ail
1500
015
000
015
000
Sub
Tota
l16
7500
1395
0028
000
WAI
TING
/ C
HECK
IN(E
A)
EMBA
RK
DEBA
RK
OTHE
R
BLDG
QEUE
(EB)
PRE-
SCRE
EN
LOBB
Y(E
D)(E
E)EN
TRY
SCRE
ENIN
G
BUIL
DING
SYS
TEM
S(B
A)
M /
W T
.(B
B)
(OD)
CREW
SPA
CEPR
OVIS
IONS
STO
RAGE
(OA)
STOR
AGE
(OB)
(OC)
OFFI
CES
SECU
RITY
(OE)
(OF)
PORT
POL
ICE
BAGG
AGE
LAY
DOW
N(D
A)
FROM
M
EZZA
NINE
LE
VEL
TO
MEZ
ZANI
NE
LEVE
L
ENTR
YCB
P PR
IMAR
Y(D
B)
CBP
SECO
NDAR
Y(D
C)
EMBA
RK
DEBA
RK
OTHE
R
BLDG
WAI
TING
/ C
HECK
IN(E
A)
FROM
1S
T FL
OOR
TO S
HIP
FROM
SHI
P
TO 1
ST F
LOOR
(ON
DEBA
RK)
QEUE
(EB)
PASS
AGE
(EC)
BUILDING SYSTEMS
M / W T.
(BA)
(BB)
(OB)
STORAGE
POV
lo
adin
g,
whi
ch
deliv
ers
twic
e as
m
any
pass
enge
rs a
s bu
ses,
wou
ld b
e at
the
fro
nt o
f te
rmin
al. P
rovi
sion
sto
rage
spa
ces
are
sign
ifi ca
ntly
la
rger
in th
is o
ptio
n.
TERM
INAL
PRO
GRAM
S -
AREA
REQ
UIR
EMEN
TS
OPT
ION
2 T
ERM
INAL
BU
ILD
ING
FLO
W D
IAG
RAM
S
1ST
FLO
OR F
LOW
PRO
GRAM
DIA
GRAM
MEZ
ZAN
INE
FLO
W P
RO
GRAM
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
37
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
50’
010
0’20
0’
1st
FLO
OR
ME
ZZ
AN
INE
TO
MEZ
ZANI
NE
LEVE
LFR
OM
MEZ
ZANI
NE
LEVE
L
ENTR
Y
ED
OD
BA
RD
AO
A
OB
DC
DB
BB
EE
EA
E
B
OC
/OE
/O
F
EC
BB EA
/ E
B
BA
OB
FROM
1S
T FL
OOR
FROM
SHI
PTO
SHI
P
TO
1ST
FLOO
R
LEVE
L
DE
BA
RK
AT
ION
EM
BA
RK
AT
ION
ED
EC
EA
/ E
B
EA
/ E
B
OD
R
DA
OA
OB
OB
DC
DB
BB
BA
BA
BB
EE
OC
/OE
/O
F
VIEW
BBBBBBBBBBBB
PRO
GRAM
AXO
NO
MET
RIC
SITE
PLA
N F
LOW
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
NO
RTH
38
Pie
r 2
7 C
ruis
e T
erm
ina
l
pie
r 27
pie
r 29
elim
inat
e le
ft t
urn
from
Lom
bard
St
exte
nd m
edia
n an
d ad
d pa
lms
exte
nd m
edia
n an
d ad
d pa
lms
add
right
tur
n qu
euin
g la
ne a
t th
e Em
barc
ader
o
mai
ntai
n bi
ke la
ne o
n th
e Em
barc
ader
o
elim
inat
e le
ft t
urn
from
Em
barc
ader
oso
uth
boun
d
elim
inat
e le
ft t
urn
out
from
Pie
r 27
right
turn
out
right
turn
in
CON
CEPT
UAL
EM
BACA
DER
O T
RAF
FIC
IMPR
OVE
MEN
TS
POTE
NTI
AL T
RAF
FIC
FLO
W C
HAN
GES
- C
ON
CEPT
DIA
GRAM
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
NO
RTH
39
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
As a
gat
eway
into
San
Fra
ncis
co, a
s wel
l as t
he cr
uise
sh
ips,
the
ope
n sp
ace
and
arch
itect
ural
cha
ract
er
shou
ld b
e di
stin
ctly
con
text
ual.
The
re i
s a
rich
ex
istin
g ch
arac
ter
to S
an F
ranc
isco
’s Em
barc
ader
o w
ater
fron
t, th
at s
houl
d se
rve
as i
nspi
ratio
n fo
r th
e op
en s
pace
and
bui
ldin
g co
ncep
ts.
Thi
s is
a
wor
king
wat
erfr
ont a
nd th
e ch
arac
ter s
houl
d refl e
ct
that
mar
itim
e qu
ality
. Si
mila
rly,
the
fun
ctio
nalit
y of
the
ter
min
al s
houl
d be
the
pri
mar
y dr
iver
of
the
spac
e -
char
acte
r sh
ould
be
expr
essi
ve o
f th
is
dyna
mic
, and
cont
rast
to th
e m
ore
open
and
fl ex
ible
na
ture
of t
he p
laza
.
Gra
de a
nd E
dge
Con
cept
sTh
e su
cces
s of
the
site
dep
ends
on
max
imiz
ing
the
oppo
rtun
ities
of
the
edge
s.
The
limita
tions
of
plan
ting
on s
truc
ture
mea
n th
at h
ards
cape
and
st
ruct
ural
ele
men
ts w
ill b
e th
e do
min
ant
devi
ces
for
spat
ial
defi n
ition
. In
the
pla
za,
the
four
foo
t gr
ade
tran
sitio
n is
an
oppo
rtun
ity t
o us
e st
eps
and
ram
ps a
s pl
acem
akin
g, f
ram
ing
elem
ents
for
ga
ther
ing
spac
es,
as w
ell
as a
ctiv
e sp
aces
in
and
of t
hem
selv
es.
Rest
aura
nt a
nd r
etai
l ac
tivity
will
al
so e
ngag
e pe
ople
, dra
win
g th
em in
to t
he p
laza
s fr
om th
e st
reet
. Th
e w
ater
’s ed
ge is
ano
ther
nat
ural
att
rac
tion.
Gra
de t
rans
ition
cou
ld b
e al
so u
tiliz
ed
here
to s
tren
gthe
n th
e se
nse
of s
pace
.
OPE
N S
PACE
CH
ARAC
TER -
GRAD
E CO
NCE
PTS
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
40
Pie
r 2
7 C
ruis
e T
erm
ina
l
OPE
N S
PACE
CH
ARAC
TER -
STR
UCT
URE
CON
CEPT
S
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
Sinc
e th
e us
e of
tree
s an
d ot
her
spac
e de
fi nin
g ve
geta
tion
is li
mite
d on
-str
uctu
re, r
e-us
ing
elem
ents
of t
he
exis
ting
build
ings
wou
ld b
e a
usef
ul a
ltern
ativ
e ve
rtic
al e
lem
ent.
This
can
hel
p tr
ansi
tion
betw
een
inte
rior
an
d ex
teri
or, p
unct
uate
spac
es, a
nd p
oten
tially
pro
vide
shad
e/ra
in co
ver.
This
type
of a
dapt
ive
re-u
se w
ould
al
so le
nd a
uthe
ntic
his
tori
c ch
arac
ter,
as w
ell a
s co
ntri
bute
to a
sus
tain
able
app
roac
h.
41
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
3 |
conc
eptu
al s
ite p
lan
alte
rnat
ives
OPE
N S
PACE
CH
ARAC
TER -
PRO
GRAM
CO
NCE
PTS
Whi
le t
he s
ite w
ill off e
r its
ow
n in
nate
dra
w w
ith t
he p
roxi
mity
of
the
big
ship
s, a
dditi
on p
rogr
amm
ing
can
build
on
this
to c
reat
e a
vibr
ant,
activ
e ga
ther
ing
spac
e. T
he p
laza
s sh
ould
be
desi
gned
with
eno
ugh
fl exi
bilit
y to
supp
ort m
ultip
le p
rogr
ams,
as w
ell a
s with
act
ivity
gen
erat
ors s
uch
as fo
od v
endo
rs. P
rogr
ams
incl
ude
ship
vie
win
g, c
asua
l gat
heri
ng, l
unch
sea
ting,
inte
grat
ed a
nd in
tera
ctiv
e ar
t, an
d sp
ecia
l eve
nts.
42
Pie
r 2
7 C
ruis
e T
erm
ina
l
ARCH
ITEC
TURAL
CH
ARAC
TER C
ON
CEPT
S
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
As
a bu
ildin
g ty
pe, t
he te
rmin
al m
ust p
rovi
de fu
nctio
nalit
y fo
r its
use
rs, b
ut it
als
o off
ers
gre
at o
ppor
tuni
ty
for
expr
essi
on o
f fo
rm,
cont
extu
al m
ater
ials
, pr
eced
ence
of
hist
ory,
asp
ects
of
light
, co
lor,
volu
me
and
the
pote
ntia
l to
info
rm it
s si
te a
nd e
nvir
onm
ent.
Tra
nsie
nt b
uild
ings
like
this
term
inal
pro
vide
thei
r ow
n pr
eced
ents
and
cue
s, c
onsi
sten
t with
thei
r con
text
s. T
hese
bui
ldin
gs c
an b
e us
eful
exa
mpl
e fo
r thi
s ter
min
al
and
war
rant
stu
dy d
urin
g th
e cr
eatio
n of
the
term
inal
arc
hite
ctur
e.
45
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
The
goal
of
the
Pier
27
crui
se t
erm
inal
pla
nnin
g pr
oces
s is
to d
evel
op a
pro
ject
that
mee
ts m
ariti
me
need
s, w
hile
als
o be
ing
succ
essf
ully
ent
itled
and
fu
nded
. Th
is s
ite p
lann
ing
exer
cise
has
ide
ntifi
ed
the
chal
leng
es f
or a
new
, pri
mar
y cr
uise
ter
min
al
and
has
deta
iled
the
com
petin
g co
ncer
ns. C
lear
ly,
not
all o
f th
e is
sues
hav
e be
en r
esol
ved.
As
note
d ea
rlie
r, Po
rt s
taff
inte
nds
to s
olic
it co
mm
unity
and
re
gula
tory
resp
onse
to th
e cru
ise t
erm
inal
site
pla
ns.
Base
d on
that
inpu
t, Po
rt st
aff w
ill re
turn
to th
e Po
rt
Com
mis
sion
with
eith
er a
pre
ferr
ed s
ite p
lan
or a
m
ore
deta
iled
set o
f dev
elop
men
t cri
teri
a. P
ort s
taff
wou
ld th
en r
ecom
men
d in
itiat
ing
the
next
sta
ge o
f th
e de
sign
pro
cess
, dev
elop
ing
mor
e de
taile
d pl
ans
at a
larg
er s
cale
.
Base
d on
em
ergi
ng d
evel
opm
ent
crite
ria,
det
aile
d pl
ans
will
ulti
mat
ely
have
to
addr
ess:
fi r
stly
, th
e ap
pear
ance
, opt
imal
func
tiona
lity
and
adap
tabi
lity
of P
ier
27 t
o be
com
e th
e pr
imar
y cr
uise
ter
min
al
faci
lity;
sec
ondl
y, w
hich
Lea
ders
hip
in E
nerg
y an
d En
viro
nmen
tal
Des
ign
(LEE
D)
reco
mm
enda
tions
can
be i
nclu
ded
to a
chie
ve a
sus
tain
able
, gr
een
proj
ect;
and,
thi
rdly
, how
to
crea
te a
n op
en s
pace
ar
ea t
hat
give
s it
a “s
ense
of
plac
e” y
et s
uppo
rts
the
func
tiona
l ne
eds
of a
cru
ise
term
inal
fac
ility
. In
add
ition
, th
e si
te p
lann
ing
proc
ess
coul
d be
ex
pand
ed t
o in
clud
e th
e Pi
er 2
9 sh
ed, a
nd h
ow it
m
ight
eve
ntua
lly b
e in
tegr
ated
int
o th
e Pi
er 2
7 cr
uise
term
inal
pro
ject
.
Succ
essf
ul r
esol
utio
n of
thes
e de
sign
ele
men
ts w
ill
be d
epen
dent
on
proj
ect
fund
ing.
Cur
rent
ly,
the
Port
has
fund
ing
of a
ppro
xim
atel
y $1
9.3
mill
ion
for
this
pro
ject
. Thi
s am
ount
incl
udes
fun
ds f
rom
the
W
ater
mar
k de
ferr
ed la
nd s
ale
proc
eeds
, the
Por
t’s
shar
e of p
rofi t
s fro
m in
divi
dual
cond
omin
ium
sale
s,
and
accr
ued
inte
rest
ear
ning
s. D
urin
g th
e C
ruis
e Te
rmin
al A
dvis
ory
Pane
l pro
cess
, Por
t staff
prep
ared
an
ext
rem
ely
prel
imin
ary
proj
ect
cost
est
imat
e of
ap
prox
imat
ely
$60
mill
ion
to d
evel
op t
his
proj
ect.
How
ever
, de
taile
d de
sign
and
eng
inee
ring
pla
ns
are
need
ed t
o de
term
ine
a m
ore
real
istic
pro
ject
co
st.
The
Port
Com
mis
sion
will
hav
e to
pro
vide
4 |
NE
XT
ST
EP
S
dire
ctio
n w
heth
er th
e cru
ise t
erm
inal
pro
ject
bud
get
is li
mite
d to
the
amou
nt o
f fun
ds cu
rren
tly a
vaila
ble
or w
heth
er a
dditi
onal
fund
s ca
n be
bud
gete
d.
conc
lusi
ons