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11
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
PREL
IMIN
ARY
DEV
ELO
PMEN
T CR
ITER
IA
12
URBA
N C
ON
TEXT
13
VIEW
14
SITE
GRAD
ING
16
EXIS
TIN
G S
TRU
CTU
RES
16
STRU
CTU
RAL
AN
D S
EISM
IC C
ON
STRAI
NTS
18
CRU
ISE
IND
UST
RY A
ND
ACT
IVIT
Y O
UTL
OO
KS
19
CRU
ISE
TERM
INAL
TRAF
FIC
DAT
A
21
CRU
ISE
TERM
INAL
FAC
ILIT
Y
24 O
PEN
SPA
CE
26
2 |
SI
TE
AN
AL
YS
IS
AN
D D
ES
IG
N C
RI
TE
RI
A
12
Pie
r 2
7 C
ruis
e T
erm
ina
l
A n
ew cr
uise
term
inal
with
an effi
cie
nt v
ehic
ular
circ
ulat
ion
area
is
the
high
est
prio
rity
for
the
pr
ojec
t.
The
Nor
thea
st
Wha
rf
Plaz
a w
ill
be
ac
com
mod
ated
and
des
igne
d to
max
imiz
e us
e by
vis
itors
and
res
iden
ts, p
rovi
ded
that
it d
oes
not i
nter
fere
with
cru
ise
line
oper
atio
ns.
This
cru
ise
term
inal
pro
ject
mus
t mee
t cur
rent
indu
stry
ope
ratio
nal s
tand
ards
for o
ne p
rim
ary
bert
h fo
r hom
e po
rt c
ruis
e te
rmin
al.
The
crui
se t
erm
inal
bui
ldin
g m
ust
effi c
ient
ly
ac
com
mod
ate
peak
use
rs.
Pier
27 sh
ed sh
ould
be r
enov
ated
to a
wor
ld-c
lass
hom
e po
rt c
ruis
e te
rmin
al, w
hile
not
trig
geri
ng
a se
ism
ic re
trofi
t of
the
pier
sub
stru
ctur
e.
PREL
IMIN
ARY
DEV
ELO
PMEN
T CR
ITER
IAW
hile
rec
reat
ion
faci
litie
s ar
e ne
eded
in
the
ar
ea, t
hey
are
subo
rdin
ate
to th
e cr
uise
term
inal
an
d op
en s
pace
req
uire
men
ts. R
ecre
atio
n us
es
may
be
acco
mm
odat
ed i
n th
e Pi
er 2
9 sh
ed
(alth
ough
she
d co
lum
ns m
ay r
estr
ict
a fu
ll ra
nge
of r
ecre
atio
nal a
ctiv
ities
). Th
ere
may
be
avai
labl
e sp
ace
for r
ecre
atio
nal u
ses w
ithin
Pie
r 27
and
the
val
ley
area
, pro
vide
d th
at t
hey
do
not i
nter
fere
with
cru
ise
func
tions
and
sec
urity
re
quir
emen
ts.
Pier
27
faci
litie
s sh
ould
acc
omm
odat
e sh
ared
use
to
gene
rate
re
venu
e an
d pr
ovid
e a
com
mun
ity b
enefi
t, p
rovi
ded
that
thes
e us
es d
o no
t int
erfe
re w
ith c
ruis
e fu
nctio
ns a
nd s
ecur
ity
requ
irem
ents
.
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
13
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
0.75
mile
0.5
mile
0.25
mile
0.25
mile
0.5
mile
0.75
mile
1 m
ile1.
25 m
ile1.
5 m
ile2
mile
1 m
ile
1.25
mile
1.5
mile
1.75
mile
2 m
ile
5m
in
5m
in
10m
in
10m
in
15m
in
15m
in
20 m
in
20m
in
30m
in
30m
in
25m
in
25m
in
2931313
33
353
39
41
45
27si
te
2300 19
1715
9
31
30
28
3638 40
Bay Brid
ge
Bay Brid
ge
park
w/ s
culp
ture
fest
ival
site
rest
aura
nt te
rrac
e
law
n pa
rk w
/ scu
lptu
reki
ds a
rea
pier
plaz
a w
/ tem
p sc
ulpt
urela
wn
plaz
a / m
arke
t pla
ce
park
wat
er fr
ont
pier
park
min
i pla
za
prom
enad
e pa
rk
amph
ithea
ter
nativ
e gr
assp
ark
deck
mar
ina
ball
park
ent
ry +
mar
ina
The
Emba
rcad
ero
is a
con
tinuo
us 3
-mile
wat
erfr
ont
prom
enad
e, s
tret
chin
g fr
om P
ier
40 a
t th
e so
uth
to P
ier
45 a
t th
e no
rth.
It
links
the
AT&
T Ba
llpar
k ba
seba
ll st
adiu
m, F
erry
Bui
ldin
g at
Mar
ket
Stre
et,
and
Fish
erm
an’s
Wha
rf a
t Pie
r 39,
alo
ng w
ith se
vera
l ot
her
node
s of
act
iviti
es,
mak
ing
it an
im
port
ant
open
spa
ce n
etw
ork
for t
he c
ity o
f San
Fra
ncis
co.
Cur
rent
ly, P
ier 2
7 si
ts in
the
mid
dle
of a
long
stre
tch
of t
he w
ater
fron
t pr
omen
ade
betw
een
two
node
s.
The
site
the
refo
re p
rese
nts
a gr
eat
oppo
rtun
ity t
o cr
eate
a n
ew f
ocus
of
activ
ity t
hat
wou
ld b
ett e
r co
nnec
t nod
es a
long
The
Em
barc
ader
o.
As
a ne
w n
ode
of a
ctiv
ity,
Pier
27
will
nee
d to
pr
ovid
e sp
ace
for v
isito
rs, r
esid
ents
and
cru
ise
ship
gu
ests
. It w
ill a
lso
need
to c
onsi
der
how
to r
educ
e th
e im
pact
of
vehi
cula
r tr
affi c
on
the
pede
stri
an
expe
rien
ce a
long
The
Em
barc
ader
o.
URBA
N C
ON
TEXT
em
ba
rca
de
rop
ark
de
ck
wa
terf
ron
t p
rom
en
ad
em
ari
na
pla
za
pie
r
EXIS
TIN
G O
PEN
SPA
CE T
YPES
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
OPE
N S
PACE
S AL
ON
G T
HE
EMBA
RCA
DER
O
14
Pie
r 2
7 C
ruis
e T
erm
ina
l
29313
33
35
39
41
45
27si
tesi
te
2319
17115
99
31
30330
28
363638 40
Bay Brid
ge
His
tori
cally
, vie
ws
to t
he b
ay w
ere
bloc
ked
by t
he
pier
hea
d bu
ildin
gs al
ong
The E
mba
rcad
ero
beca
use
of th
e mar
itim
e nat
ure o
f the
wat
erfr
ont.
Occ
asio
nal
view
s exi
sts b
etw
een
pier
bui
ldin
gs.
The
sout
h en
d of
pie
r 27
shed
is p
ropo
sed
to b
e pa
rtia
lly re
mov
ed
to c
reat
e th
e op
en s
pace
pro
vidi
ng o
ppor
tuni
ty t
o op
en a
nd fr
ame
the
view
to th
e ba
y.
Vie
ws
alon
g th
e Em
barc
ader
o oc
cur
occa
sion
ally
, al
low
ed b
y ga
ps b
etw
een
Pier
bui
ldin
gs. T
hese
vie
w
oppo
rtun
ities
- to
the
Bay
and
to m
ariti
me
activ
ities
- ar
e cr
itica
l to
crea
ting
a st
rong
sen
se o
f pla
ce a
long
th
e w
ater
fron
t. N
ew p
ublic
acc
ess
and
open
spa
ces
shou
ld in
clud
e vi
ews t
o th
e Ba
y, m
ariti
me
activ
ities
, an
d if
feas
ible
, the
city
. The
y sh
ould
als
o in
clud
e co
ntac
t w
ith a
pie
r ed
ge,
seaw
all
edge
, or
oth
er
wat
erfr
ont e
dge
whe
reve
r fea
sibl
e.
Pier
27 h
as o
utst
andi
ng v
isua
l acc
ess p
oten
tial.
From
th
e ed
ge o
f th
e pi
er, o
ne h
as a
uni
que
180
degr
ee
view
of
the
Bay,
inc
ludi
ng A
lcat
raz
Isla
nd, A
ngel
Is
land
, Ye
rba
Buen
a Is
land
, Tr
easu
re I
slan
d, a
nd
the
Bay
Brid
ge. T
owar
ds th
e ci
ty, o
ne c
an v
iew
Coi
t To
wer
and
the
pyr
amid
al T
rans
amer
ica
build
ing,
tw
o m
ajor
San
Fra
ncis
co la
ndm
arks
, and
pot
entia
lly
an o
pen
view
of t
he d
ownt
own
skyl
ine
VIEW
S
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
WAT
ER V
IEW
CO
RRID
ORS
ALO
NG
EM
BARCA
DER
O
EXTE
ND
ED V
IEW
CO
RRID
ORS
BERKE
LEY
TREA
SURE
ISLA
ND
YERBA
BU
ENA
BAY
BRID
GE
ALC
ATRAZ
AN
GEL
ISL
AN
D
CO
IT T
OW
ER
TRAN
SAM
ERIC
A P
YRAM
ID
PIE
R 2
7
15
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
Alc
atra
z Is
land
Yerb
a B
uena
Trea
sure
Isla
nd
Bay B
ridge
Tran
sam
eric
a P
yram
id
Coi
t To
wer
29293113
33
35
39
41
45
277si
te
23319
1715
9
31
30
28
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
tra
ns
am
eri
ca
py
ram
idc
oit
to
we
ra
lca
tra
z
KEY
VIEW
S FR
OM
TH
E SI
TE
VIEW
S FR
OM
TH
E SI
TE
16
Pie
r 2
7 C
ruis
e T
erm
ina
l
The
orig
inal
con
stru
ctio
n of
Pie
r 27
inc
lude
d a
load
ing
dock
run
ning
alo
ng th
e w
este
rn p
ortio
n of
th
e m
ariti
me
shed
cre
atin
g a
vert
ical
diff
eren
ce o
f ap
prox
imat
ely
3.5
feet
bet
wee
n th
e Pi
er 2
7 sh
ed a
nd
the
valle
y ar
ea.
Exis
ting
plat
form
s at
thes
e tw
o diff e
rent
ele
vatio
ns
wer
e or
igin
ally
con
stru
cted
in
a w
ay s
o th
at t
hey
wer
e di
rect
ly ti
ed to
the
pier
subs
truc
ture
. Thr
ough
th
e as
sess
men
ts o
f the
exi
stin
g su
bstr
uctu
re, i
t was
de
term
ined
tha
t it
is n
ot e
cono
mic
ally
fea
sibl
e to
lo
wer
the
ele
vatio
ns o
f th
ese
plat
form
s w
ithou
t tr
igge
ring
a s
ignifi c
ant s
eism
ic u
pgra
des.
In o
rder
to r
esol
ve a
cces
s an
d ci
rcul
atio
n pr
oble
ms
betw
een
thes
e tw
o el
evat
ions
, tr
ansi
tiona
l sl
opes
an
d st
airs
sha
ll be
con
stru
cted
on
top
of th
e lo
wer
pl
atfo
rm. W
hen
a po
rtio
n of
Pie
r 27
is d
emol
ishe
d fo
r the
Nor
thea
st W
harf
Pla
za, a
n op
en sp
ace d
esig
n m
ust
acco
mm
odat
e tw
o diff e
rent
pla
tform
leve
ls.
Pier
29
m
ariti
me
shed
, bu
ilt
in
1915
-18,
is
a
cont
ribu
ting
hist
oric
re
sour
ce
in
the
Nat
iona
l Re
gist
er o
f His
tori
c Pla
ces,
the
refo
re, m
odifi
catio
ns
to th
e st
ruct
ure
mus
t be
min
imiz
ed to
mai
ntai
n its
hi
stor
ical
val
ue a
nd in
tegr
ity.
Pier
29
Beltl
ine
Offi
ce A
nnex
, ori
gina
lly b
uilt
in 1
903
next
to P
ier 3
, was
mov
ed to
its
pres
ent l
ocat
ion
on
The
Emba
rcad
ero
betw
een
Pier
27
and
Pier
29
in
1918
. Thi
s bu
ildin
g is
als
o de
sign
ated
as
an h
isto
ric
reso
urce
and
sha
ll be
ret
aine
d on
-site
or
poss
ibly
re
loca
ted
to a
noth
er l
ocat
ion
with
in t
he H
isto
ric
Dis
tric
t.
The
non-
hist
oric
Pie
r 27
Ann
ex b
uild
ing
will
like
ly
be d
emol
ishe
d to
allo
w fo
r ter
min
al o
pera
tions
and
as
req
uire
d un
der
the
BCD
C S
peci
al A
rea
Plan
. Li
kew
ise,
te
mpo
rary
st
ruct
ures
, su
ch
as
Teat
ro
Zinz
anni
, w
ill b
e re
loca
ted
to a
llow
for
ter
min
al
oper
atio
ns.
SITE
GRAD
ING
EXIS
TIN
G S
TRU
CTU
RES
SITE
SEC
TIO
N (
PIER
27
AND
TH
E “V
ALLE
Y” S
TRU
CTU
RE)
GRAD
E CH
ANG
E O
N S
ITE
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
PIER
29
HIS
TORIC
PIE
R H
EAD
BU
ILD
ING
PIER
29
INTE
RIO
R
17
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
+2
38
+1
75+
2+
2+
2+
2+
2+
2+
2+
22222+
22+
2+
222+
2+
2222222222+
2222222222222222222222222222222222222222222222222222222222222222223333833838383333333383
+++1
+1
+++++1
+1
++1
+1
+1
+1
+1
+1
+++1
++11
+++++++++1
++++1
++1
+++++++++++++7575757575575
3.5’
ele
vatio
n sh
ift
PLAT
FORM
SLO
PES
DOW
N T
O G
RADE
GRA
DE C
HAN
GE
PIE
R 2
7
PIE
R 2
9
TEA
TRO
ZIN
AN
NI
PIE
R 2
9 B
ELT
LIN
E
OFF
ICE
AN
NE
X
PIE
R 2
7A
NN
EX
+4
08
+4
08
+0
42
+2
27
+1
75
+1
75
+2
58
+0
15
+0
48TO
P O
F W
ALL
RAMP
RAMP
RAMP
SITE
GRAD
ES A
ND
EXI
STIN
G S
TRU
CTU
RES
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
18
Pie
r 2
7 C
ruis
e T
erm
ina
l
Pier
27
subs
truc
ture
is in
gen
eral
ly g
ood
cond
ition
, an
d no
maj
or r
epai
rs w
ill b
e ne
cess
ary.
Pie
r 27
and
Pi
er 2
9 ar
e st
ruct
ural
ly in
tegr
ated
and
wer
e bu
ilt in
19
67, c
onst
ruct
ed w
ith p
ile-s
tres
sed
conc
rete
pile
s w
ith
conc
rete
sl
ab
and
apro
ns.
App
roxi
mat
ely
$2.5
mill
ion
of s
eism
ic u
pgra
des
for
subs
truc
ture
de
cks
of P
iers
27
and
29 w
ere
com
plet
ed i
n 19
95.
The
fend
er s
yste
m a
t Pi
er 2
7 w
ill n
eed
upgr
ades
w
ithin
the
next
fi ve
yea
rs. P
ier 2
9 su
bstr
uctu
re d
eck
requ
ires
con
side
rabl
e am
ount
of
repa
ir. T
he c
ost,
roug
hly
estim
ated
by
Win
sler
& K
elly
to b
e ab
out
$7 m
illio
n, n
eeds
to
be d
eter
min
ed aft e
r a
mor
e de
taile
d st
ruct
ural
ass
essm
ent.
The
pier
sub
stru
ctur
e de
cks
will
req
uire
add
ition
al
seis
mic
upg
rade
s if
ther
e is
a c
hang
e of
use
or
sign
ifi ca
nt n
ew co
nstr
uctio
n ei
ther
on
Pier
27
or P
ier
29, a
s pe
r the
200
8 Po
rt B
uild
ing
code
. Acc
ordi
ngly
, th
e si
te
plan
ning
te
am
assu
med
re
nova
tion
of
mos
t of
the
Pie
r 27
she
d, w
ith t
he a
dditi
on o
f a
mez
zani
ne s
pace
, an
d de
mol
ition
of
a po
rtio
n of
Th
e Em
barc
ader
o en
d of
the
she
d, t
o al
low
for
th
e N
orth
east
Wha
rf P
laza
. By
care
fully
avo
idin
g si
gnifi
cant
new
con
stru
ctio
n an
d ch
ange
of u
se o
n bo
th P
ier
27 a
nd 2
9, n
o se
ism
ic u
pgra
de w
ould
be
trig
gere
d, th
ereb
y re
duci
ng th
e ov
eral
l pro
ject
cos
t. A
ll de
ck i
mpr
ovem
ents
mus
t al
so c
ompl
y w
ith
seis
mic
and
oth
er r
equi
rem
ents
of
the
2008
Por
t Bu
ildin
g C
ode.
SUBS
TRU
CTU
RE
AND
SEI
SMIC
CO
NST
RAI
NTS
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
EXIS
TIN
G S
TRU
CTU
RE
SECT
ION
19
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
Key
Poi
nts
San
Fran
cisc
o is
a p
opul
ar d
estin
atio
n fo
r bo
th
do
mes
tic a
nd in
tern
atio
nal t
rave
lers
.
As
crui
se
vaca
tions
be
com
e m
ore
popu
lar,
es
peci
ally
aft e
r 9/
11,
mor
e cr
uise
shi
ps a
re
com
ing
to S
an F
ranc
isco
.
1985
- 3,
300
visi
tors
20
05 -
225,
000
visi
tors
and
81
calls
20
08 -
Expe
cted
180
,000
vis
itors
, 62
calls
Dry
doc
k fa
cilit
ies
at P
ier
70 a
lso
mak
e Sa
n
Fran
cisc
o a
popu
lar p
ort w
here
the
ship
s can
go
thru
repa
ir w
hile
in th
e ci
ty.
San
Fran
cisc
o cu
rren
tly f
unct
ions
as
diff e
rent
type
of
port
s th
roug
h ou
t th
e ye
ar,
(hom
e,
tran
sit,
and
turn
arou
nd).
Prim
ary
crui
se
dest
inat
ions
, or
igin
atin
g fr
om S
an F
ranc
isco
, ar
e A
lask
a an
d M
exic
o.
The
port
als
o ho
sts
num
erou
s tr
ansi
t cal
ls th
at d
o no
t ori
gina
te o
r en
d in
San
Fra
ncis
co.
Peak
mon
ths
are
May
, Sep
tem
ber,
and
Oct
ober
.
Ther
e is
no
dist
inct
ion
betw
een
wee
kday
and
wee
kend
leve
ls o
f act
ivity
.
Vari
ous t
ypes
of c
ruis
es v
isit
San
Fran
cisc
o, a
nd
he
nce
the
term
inal
requ
ires
fl ex
ibili
ty:
H
ome
Port
47%
Tr
ansi
t Por
t
35%
Tu
rnar
ound
18%
CRU
ISE
ACTI
VITY
PRO
JECT
ION
S FO
R A
LL S
F PO
RTS
HIS
TORIC
AL T
REN
D (
Num
ber
of C
alls
)
PRO
JECT
ION
S
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
CRU
ISE
IND
UST
RY A
ND
ACT
IVIT
Y O
UTL
OO
KS
20
Pie
r 2
7 C
ruis
e T
erm
ina
l
MO
NTH
LY T
REN
D
WEE
KLY
TREN
D
HIG
H G
RO
WTH
PRO
JECT
ION
LOW
GRO
WTH
PRO
JECT
ION
CRU
ISE
IND
UST
RY A
ND
ACT
IVIT
Y O
UTL
OO
KS
CRU
ISE
ACTI
VITY
PRO
JECT
ION
S FO
R P
RIM
ARY
PORT
(PI
ER 2
7)
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
PRO
JECT
ION
S
NU
MBE
R O
F D
AYS
WIT
H S
HIP
IN
BER
TH
21
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
Traffi
c c
ircu
latio
n in
to, o
ut o
f, an
d w
ithin
the
site
w
ill b
e cr
ucia
l to
the
effi
cien
t fu
nctio
ning
of
the
crui
se t
erm
inal
. Pi
er 2
7 ha
s a
pote
ntia
lly l
arge
ci
rcul
atio
n ar
ea
in
the
valle
y to
ac
com
mod
ate
arri
ving
and
dep
artin
g pr
ivat
ely-
owne
d ve
hicl
es
(PO
Vs)
, ta
xis,
bu
ses
and
prov
isio
ning
tr
ucks
. Pr
ogra
m r
equi
rem
ents
for
tru
cks,
bus
es,
taxi
es,
and
pass
enge
r ve
hicl
es w
ere
estim
ated
bas
ed o
n th
e da
ta p
rese
nted
in
the
tabl
e be
low
for
a 4
,400
pa
ssen
ger
crui
se
ship
. Th
e re
quir
emen
ts
wer
e pr
esen
ted
duri
ng W
orks
hop
Two,
and
the
gro
up
conc
urre
d w
ith t
he r
equi
rem
ents
.
At
any
give
n ho
ur d
urin
g th
e de
bark
per
iod,
a v
ehic
le ci
rcul
atio
n ar
ea m
ust b
e re
serv
ed a
nd c
apab
le o
f han
dlin
g 8
to
12 s
emi-t
ract
or tr
aile
rs (
it is
not
ed th
at th
e C
ity a
nd
Cou
nty
of S
an F
ranc
isco
has
res
tric
tions
for
truc
ks
long
er t
han
65 f
eet
in l
engt
h in
the
city
), an
d 6-
9 de
liver
y tr
ucks
dur
ing
a cr
uise
cal
l, as
sum
ing
the
aver
age
load
ing
dura
tion
wou
ld b
e 60
min
utes
. If
the
aver
age
dura
tion
is tw
o ho
urs,
then
the
num
ber
of tr
uck
load
ing
spac
es w
ould
dou
ble.
The
re sh
ould
al
so b
e an
are
a to
acc
omm
odat
e 5-
8 bu
s pa
rkin
g sp
aces
, as
sum
ing
the
aver
age
load
ing
dura
tion
is 3
0 m
inut
es, a
nd 3
-5 t
axi l
oadi
ng a
nd u
nloa
ding
sp
aces
, as
sum
ing
an a
vera
ge 1
.5 m
inut
e lo
adin
g tim
e.
Dem
and
is r
educ
ed d
urin
g th
e em
bark
pe
riod
.
Dur
ing
the
hour
s of
deb
ark
and
emba
rk
occu
rrin
g si
mul
tane
ousl
y, th
ere
wou
ld b
e up
to 6
80
POV
’s ci
rcul
atin
g th
e va
lley.
Thi
s w
ould
req
uire
17
POV
que
uing
spa
ces,
with
an
appr
oxim
atel
y 1.
5 m
inut
e tu
rnov
er ra
te. U
sing
the
valle
y ar
ea fo
r the
se
vehi
cles
wou
ld im
prov
e th
e effi
cie
ncy
of p
asse
nger
em
bark
atio
n an
d di
sem
bark
atio
n, a
nd r
educ
e th
e le
vel
of t
raffi
c co
nges
tion
on T
he E
mba
rcad
ero
whe
n a
crui
se s
hip
is in
ber
th.
A p
rim
ary
crui
se t
erm
inal
ope
ratio
n w
ill r
equi
re
a si
gnifi
cant
am
ount
of
spac
e to
be
used
for
the
circ
ulat
ion
of p
riva
tely
ow
ned
vehi
cles
(“P
OV
s”),
buse
s, ta
xis
and
prov
isio
ning
sup
ply
truc
ks a
s w
ell
as a
ded
icat
ed q
ueui
ng s
tagi
ng a
rea
for
crui
se s
hip
prov
isio
ning
. Fo
r ex
ampl
e, u
p to
500
pal
lets
of
prov
isio
ns m
ay b
e off -
load
ed an
d pl
aced
in a
stag
ing
area
bef
ore
bein
g lo
aded
on
to th
e cr
uise
shi
p. T
he
plan
ning
team
ack
now
ledg
ed th
at th
e si
te p
lann
ing
eff o
rt m
ust
acco
mm
odat
e ea
ch o
f th
ese
vehi
cula
r ty
pes,
the
ir r
espe
ctiv
e ci
rcul
atio
n fl o
ws,
and
the
tim
ing
of t
heir
res
pect
ive
arri
vals
and
dep
artu
res.
Fo
r ex
ampl
e, f
or a
cru
ise
ship
deb
arka
tion,
mos
t su
pply
truc
ks m
ay a
rriv
e fr
om 5
:00
a.m
. to
10:0
0 am
, w
hile
bus
es, t
axis
and
PO
Vs
arri
ve a
ppro
xim
atel
y be
twee
n 8:
00 a
.m. t
o 11
:00
am. D
urin
g th
e ho
urs
of
deba
rkat
ion
and
emba
rkat
ion
of a
4,4
00 p
asse
nger
m
ega-
crui
se sh
ip, t
here
may
be a
s man
y as
680 P
OV
s ci
rcul
atin
g th
e va
lley.
Avo
idin
g co
nfl ic
t of
the
se
fl ow
s is o
ne o
f the
mos
t im
port
ant c
ircu
latio
n is
sues
to
be
cons
ider
ed in
the
site
pla
nnin
g pr
oces
s.
(Sta
tistic
s pro
vide
d by
Lor
enzo
Loo
per a
nd Jo
hn O
ldef
endt
from
Met
ro C
ruis
e Se
rvic
es)
HO
URLY
VEH
ICLE
VO
LUM
ES F
OR 4
,400
PAS
SEN
GER
CRU
ISE
SHIP
CRU
ISE
TERM
INAL
TRAF
FIC
DAT
A
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
OFF
-STR
EET
PARKI
NG
IN
VEN
TORY
22
Pie
r 2
7 C
ruis
e T
erm
ina
l
The
term
inal
wou
ld h
ave
appr
oxim
atel
y 12
0,00
0 sq
uare
fee
t of
fi r
st fl
oor
are
a, a
nd a
n ad
ditio
nal
20 p
erce
nt a
s a
new
mez
zani
ne a
rea
for
over
head
em
bark
atio
n/di
sem
bark
atio
n, v
ia a
t le
ast
one
new
pa
ssen
ger g
angw
ay s
yste
m.
A b
agga
ge a
rea
need
s to
be
at le
ast
45,0
00 s
quar
e fe
et, t
o al
low
for
larg
e ve
ssel
s on
long
er it
iner
arie
s to
eff e
ctiv
ely
sche
dule
gu
ests
’ de
bark
atio
n. A
s a
note
, a
larg
er b
agga
ge
area
of u
p to
70,
000
squa
re fe
et h
as b
een
disc
usse
d an
d co
uld
be a
ccom
mod
ated
, if r
equi
red.
Bag
gage
ca
rous
els a
re n
ot p
refe
rred
due
to th
eir s
ize,
cost
, and
m
aint
enan
ce n
eeds
, an
d th
e te
rmin
al c
an o
pera
te
with
gre
ater
fl ex
ibili
ty a
nd effi
cien
cy w
ithou
t the
m.
Sepa
rate
dis
emba
rkat
ion
and
emba
rkat
ion
zone
s ar
e ne
cess
ary
and
need
to b
e ar
rang
ed to
min
imiz
e th
e po
tent
ial f
or m
ixin
g pa
ssen
gers
, whi
ch w
ould
re
duce
eff
ect
iven
ess
and
pote
ntia
lly
heig
hten
se
curi
ty c
once
rns.
The
re s
houl
d be
suffi
cie
nt s
pace
fo
r up
to
50 c
heck
-in c
ount
ers
in t
he e
mba
rkat
ion
area
.
Add
ition
ally
, th
e te
rmin
al b
uild
ing
and
site
mus
t co
mpl
y w
ith v
ario
us s
ecur
ity r
equi
rem
ents
. Th
e bu
ildin
g its
elf
mus
t com
ply
with
CBP
reg
ulat
ions
. Th
e si
te w
ould
nee
d to
abs
orb
the
impa
cts
of t
he
CBP
regu
latio
ns, a
s wel
l as a
dher
ing
to st
anda
rd P
ort
and
Coa
st G
uard
secu
rity
mea
sure
s. T
he w
ater
fron
t w
ould
be
subj
ect t
o C
oast
Gua
rd a
nd v
esse
l-rel
ated
se
curi
ty. A
ll se
curi
ty m
easu
res
wou
ld n
eed
to b
e sc
alab
le, r
elat
ing
not o
nly
to th
e fa
cilit
y an
d its
site
, bu
t als
o to
the
loca
l are
a. S
ecur
ity p
lans
wou
ld a
lso
need
to r
espo
nd to
hei
ghte
ned
or d
ecre
ased
thre
at
leve
ls, w
hile
mai
ntai
ning
term
inal
ope
ratio
ns.
In a
dditi
on t
o cr
itica
l pr
ogra
mm
atic
cri
teri
a, t
he
term
inal
has
the
im
port
ant
oppo
rtun
ity t
o cr
eate
a
posi
tive
resp
onse
by
thos
e w
ho u
se i
t an
d ar
e im
pact
ed b
y it.
A c
ruis
e te
rmin
al is
, by
its n
atur
e,
TERM
INAL
BU
ILD
ING
REQ
UIR
EMEN
TS
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
a tr
ansi
ent
build
ing
and,
as
such
, pas
seng
ers
will
m
ake
quic
k ju
dgm
ents
abo
ut t
he q
ualit
y of
the
ir
expe
rien
ce a
s th
ey m
ove
thro
ugh
the
build
ing.
Th
ese
judg
men
ts
have
th
e im
port
ant
valu
e of
infl u
enci
ng p
asse
nger
s’ de
cisi
on t
o re
turn
in
the
futu
re, t
hus
the
long
term
via
bilit
y of
the
term
inal
. Th
e te
rmin
al h
as off e
rs g
reat
vie
w a
nd c
onne
ctio
n po
tent
ial,
to b
oth
the
City
of S
an F
ranc
isco
and
its
rem
arka
ble
wat
erfr
ont.
Cru
ise
days
and
non
-cru
ise
days
hav
e un
ique
cha
ract
eris
tics,
w
ith d
iff er
ent
oppo
rtun
ities
to
prom
ote
thos
e co
nnec
tions
. Th
e te
rmin
al
also
ha
s im
port
ant
rela
tions
hips
w
ith
the
site
’s op
erat
iona
l, ve
hicu
lar,
and
open
spa
ces.
Ea
ch o
f th
ese
rela
tions
hips
is a
n op
port
unity
for
a
posi
tive
long
-term
im
pact
. Th
e te
rmin
al p
rogr
am
mus
t in
clud
e al
l ne
cess
ary
prog
ram
el
emen
ts
cons
iste
nt w
ith a
full-
serv
ice
hom
e po
rt fa
cilit
y, fo
r a
desi
gn v
esse
l w
ith a
cap
acity
of
appr
oxim
atel
y 45
00 p
asse
nger
s.
This
inc
lude
s al
l em
bark
atio
n,
dise
mba
rkat
ion,
se
curi
ty,
crui
se
line,
cr
ew
and
term
inal
ope
ratio
nal s
pace
s.
To eff e
ctiv
ely
serv
ice
this
siz
e of
ves
sel,
the
term
inal
mus
t be
des
igne
d fo
r pl
easa
nt,
effi c
ient
, sa
fe a
nd s
ecur
e m
ovem
ent
of p
asse
nger
s an
d th
eir
belo
ngin
gs.
At
the
sam
e tim
e, t
he t
erm
inal
mus
t be
arr
ange
d to
max
imiz
e th
e effi
cie
nt a
nd s
ecur
e fl o
w o
f goo
ds a
nd b
agga
ge
to a
nd f
rom
the
ves
sel,
and
prov
ide
othe
r ve
ssel
su
ppor
t ser
vice
s as
requ
ired
.
Arr
ange
men
t of
bo
th
the
emba
rkat
ion
and
dise
mba
rkat
ion
spac
es w
ithin
the
ter
min
al c
an
be m
ade
in t
hree
bas
ic w
ays.
Th
e fi r
st i
s th
at
the
emba
rkat
ion
spac
es c
an o
rgan
ize
prim
arily
to
war
d th
e Em
barc
ader
o en
d of
th
e bu
ildin
g,
clos
est
to t
he p
edes
tria
n an
d ve
hicu
lar
entr
y to
th
e si
te.
Thi
s pr
omot
es a
cle
ar s
ense
of
entr
y fr
om t
he E
mba
rcad
ero
but
does
not
nec
essa
rily
co
ordi
nate
with
veh
icle
dro
p-off
an
d fl o
w.
The
seco
nd w
ay is
for
emba
rkat
ion
to b
e in
the
mid
dle,
w
ith d
isem
bark
atio
n sp
aces
sur
roun
ding
it.
Thi
s ac
hiev
es
anot
her
reco
gniz
able
bu
ildin
g fo
rm
with
a d
omin
atin
g em
bark
atio
n en
try,
but
cre
ates
in
effi c
ienc
ies
with
the
lay
out
of c
ritic
al p
rogr
am
spac
es su
ch a
s bag
gage
lay-
dow
n. T
he th
ird
way
is
for
the
emba
rkat
ion
spac
es to
be
orga
nize
d to
war
d th
e w
ater
-sid
e of
the
site
. Th
is p
uts
emba
rkat
ion
furt
her
from
vie
ws
from
The
Em
barc
ader
o, b
ut
crea
tes
the
pote
ntia
l fo
r dr
amat
ic i
nter
ior
spac
es,
give
n th
e vi
ews
out t
o th
e ha
rbor
.
23
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
TERM
INAL
EM
BARKA
TIO
N /
DIS
EMBA
RKA
TIO
N
LAYO
UT
OPT
ION
S
DE
DD
E
DE
Pro
gra
m E
lem
en
t4
50
0
To
tal P
AX
1st
Leve
l2
nd
Leve
lG
rou
p S
um
ad
d c
heck
Pre
-Scr
een
Lo
bb
y2
25
02
25
00
22
50
En
try
Scr
een
ing
14
00
14
00
01
40
0
Em
bark
Waiti
ng
/Ch
eck
-in
33
75
03
37
53
03
75
33
75
0
Em
bark
/Deb
ark
Pass
ag
e3
15
00
31
50
31
50
Em
bark
Qeu
e9
00
03
00
06
00
04
95
50
90
00
CB
P P
rimary
99
00
99
00
09
90
0
CB
P S
eco
nd
ary
45
00
45
00
04
50
0
Bag
gag
e la
y-d
ow
n4
50
00
45
00
00
59
40
04
50
00
Cru
ise L
ine O
ffic
es
20
00
20
00
02
00
0
Secu
rity
10
00
10
00
01
00
0
Po
rt P
olic
e1
00
01
00
00
10
00
Cre
w S
pace
90
09
00
09
00
Sto
rag
e6
75
05
73
81
01
36
75
0
Pro
visi
on
s9
00
09
00
00
20
65
09
00
0
M/W
T.
30
00
24
00
60
03
00
0
Bld
g S
yste
ms
60
30
40
20
20
10
60
30
09
03
00
Su
b T
ota
l1
38
63
09
54
83
43
14
81
38
63
0
Ge
ne
ral
Pro
gra
m G
uid
eli
ne
s -
45
00
PA
X
Po
rt o
f S
an
Fra
nc
isc
o
Be
rth
27
Sp
ace
Allo
catio
ns
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
24
Pie
r 2
7 C
ruis
e T
erm
ina
l
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)
TERM
INAL
BU
ILD
ING
PRO
GRAM
AD
JACE
NCI
ES:
1ST
FLO
OR
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
ADJA
CEN
CY S
TUD
IES
25
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
TERM
INAL
BU
ILD
ING
PRO
GRAM
AD
JACE
NCI
ES:
MEZ
ZAN
INE
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
ADJA
CEN
CY S
TUD
IES
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
26
Pie
r 2
7 C
ruis
e T
erm
ina
l
Whi
le r
ecre
atio
n fa
cilit
ies
are
need
ed i
n th
e ar
ea,
they
are
sub
ordi
nate
to
the
crui
se t
erm
inal
and
op
en s
pace
req
uire
men
ts. R
ecre
atio
n us
es m
ay b
e ac
com
mod
ated
in
the
Pier
29
shed
, th
ough
she
d co
lum
ns m
ay r
estr
ict
a fu
ll ra
nge
of r
ecre
atio
nal
activ
ities
. Th
ere
may
be
av
aila
ble
spac
e fo
r re
crea
tiona
l use
s w
ithin
Pie
r 27
and
the
valle
y ar
ea,
prov
ided
tha
t th
ey d
o no
t in
terf
ere
with
cru
ise
func
tions
and
sec
urity
requ
irem
ents
.
A n
ew o
pen
spac
e at
Pie
r 27
was
fi r
st e
nvis
ione
d by
the
Port
Wat
erfr
ont L
and
Use
Pla
n, a
nd th
e Ba
y C
onse
rvat
ion
and
Dev
elop
men
t C
omm
issi
on’s
(BC
DC
) Spe
cial
Are
a Pl
an. T
he B
CD
C P
lan
calls
for
a n
ew N
orth
east
Wha
rf P
laza
, an
appr
oxim
atel
y tw
o-ac
re p
laza
tha
t w
ould
fun
ctio
n as
a m
ajor
att
rac
tion
for
visi
tors
and
res
iden
ts. T
o cr
eate
thi
s pl
aza,
the
Pla
n ca
lls f
or r
emov
al o
f ap
prox
imat
ely
56,0
00 s
quar
e fe
et o
f th
e Pi
er 2
7 sh
ed a
nd th
e Pi
er
27 A
nnex
bui
ldin
g, w
hile
reta
inin
g or
relo
catin
g th
e hi
stor
ic P
ier
29 B
eltli
ne Offi
ce A
nnex
. At
the
time
the
Spec
ial A
rea
Plan
was
ado
pted
, BC
DC
and
the
Port
ant
icip
ated
con
stru
ctio
n of
a m
ajor
mix
ed-
use,
rec
reat
ion
deve
lopm
ent p
roje
ct o
n Pi
ers
27-3
1,
not t
he c
ontin
ued
seco
ndar
y cr
uise
use
, nor
a n
ew
prim
ary
crui
se te
rmin
al a
t Pie
r 27.
The
Spec
ial
Are
a Pl
an
spec
ifi ca
lly
note
s th
at
“mar
itim
e ac
tiviti
es a
nd S
an F
ranc
isco
’s hi
stor
ic
pier
s ar
e in
trin
sica
lly
inte
rest
ing,
an
d pr
ovid
e m
uch
of t
he c
hara
cter
of
the
wat
erfr
ont.”
Fur
ther
, th
e Pl
an a
rgue
s th
at “
publ
ic a
cces
s, v
iew
site
s, a
nd
recr
eatio
n ar
eas a
re d
esir
able
add
ition
s to
mar
itim
e di
stri
cts,
pro
vide
d th
at t
hey
do n
ot i
nter
fere
with
m
ariti
me
func
tions
.”
Sinc
e th
e pr
ogra
m a
ssum
ptio
ns h
ave
chan
ged,
the
site
pla
nnin
g te
am h
as e
valu
ated
(and
will
con
tinue
to
) the
Pla
n’s
outli
ne o
f the
spa
ce, w
hile
res
pect
ing
the
size
and
int
ent
of t
he N
orth
east
Wha
rf P
laza
. Th
e st
udy
look
s at
whe
ther
the
con
fi gur
atio
n an
d or
ient
atio
n of
an
open
spa
ce a
rea
shou
ld r
emai
n as
sh
own
in th
e Spe
cial
Are
a Pl
an, o
r whe
ther
it sh
ould
be
re-
confi
gur
ed t
o ac
com
mod
ate
the
vehi
cula
r fl o
ws f
or cr
uise
term
inal
ope
ratio
ns a
nd a
llow
mor
e ex
pans
ive
view
s of
the
Bay.
500’
384’
BCD
C SA
N F
RAN
CISC
O W
ATER
FRO
NT
SPEC
IAL
AREA
PLA
N -
NO
RTH
EAST
WH
ARF
PLAZ
A
OPE
N S
PACE
2 |
site
cha
ract
eris
tics
& c
onst
rain
ts
“Pub
lic a
cces
s, vi
ew s
ites,
and
recr
eatio
n ar
eas
are
desir
able
addi
tions
to m
ariti
me
dist
ricts
, pro
vide
d th
ey d
o no
t int
erfer
e w
ith m
ariti
me f
unct
ions
.....
...Cr
eate
a “N
orth
east
Wha
rf Pl
aza,
” as a
new
, maj
or, d
estin
atio
n pl
aza b
etw
een
Pier
s 23
and
29 al
ong
The E
mba
rcad
ero,
open
ing
up v
iews f
rom
Lom
bard
Str
eet a
nd T
he E
mba
rcad
ero t
o the
Bay
, Ye
rba
Buen
a an
d Tr
easu
re I
sland
s, an
d th
e Ba
y Br
idge
. The
ap
prox
imat
ely 2
-acr
e pla
za sh
ould
be d
esig
ned
to fu
nctio
n as
a
maj
or att r
actio
n fo
r visi
tors
and
resid
ents
. In
addi
tion,
pro
vide
op
en sp
ace a
roun
d th
e Belt
line R
ailro
ad Offi
ce A
nnex
bui
ldin
g if
it re
mai
ns in
its p
rese
nt lo
catio
n, a
nd m
aint
ain
unob
stru
cted
vi
ews
from
the
Ann
ex a
cros
s th
e pl
aza
to t
he B
ay. T
he P
laza
sh
ould
be
orien
ted
to th
e O
pen
Wat
er B
asin
bet
wee
n Pi
ers
27
and
19.”
BCD
C SA
N F
RAN
CISC
O W
ATER
FRO
NT
SPEC
IAL
AREA
PLA
N
27
Co
nc
ep
tua
l S
ite
Pla
nn
ing
Stu
dy
28
Pie
r 2
7 C
ruis
e T
erm
ina
l
