Parking and Loading Strategy - Vancouver · d-use office and retail project with around 366,145 sq...
15
38 April 26 th , 2017 4241.56 Lon LaClaire & Eric Mital City of Vancouver Engineering Services 507 W Broadway Vancouver, BC, V5Z 0B4 Dear Lon and Eric Re: 400 W Georgia Office Development Parking & Loading Strategy Thank you very much for the extremely helpful meeting with us on February 20 th , As we explained at the meeting, 400 W Georgia is a proposed 24-storey mixed-use office and retail project with around 366,145 sq ft of GFA by Westbank Projects Corp in Downtown Vancouver. This unique project will be an architectural landmark at the eastern gateway into downtown, and provide much needed employment uses, complimenting the growing cultural and entertainment precinct surrounding the site. Key to ensuring sustainable design translates into sustainable building management is to create the right balance of parking to meet the needs of future tenants, while not oversupplying parking so as to try and align more with future mode share targets in Downtown Vancouver. Further, this applies to the loading facilities for the building to ensure an efficient use of space while not compromising functional capabilities of the City’s lane and adjoining street network. The following paragraphs briefly outline the proposed parking, loading, and access strategy for the project moving forward, and summarize our understanding of the results of our conversation last week. Yours truly, Bunt & Associates Peter Joyce, P.Eng. Tyler Thomson, MUrb, MCIP, RPP, PTP Principal Transportation Planner 400 W Georgia | Parking & Loading Strategy | April 26 th , 2017 2 S:\PROJECTS\TT\4241-56 400 W. Georgia\5.0 Deliverables\20170426_4241-56_400-W-Georgia_Parking+Loading_V03.docx PARKING The City of Vancouver’s Parking Bylaw (Bylaw 6059, Section 4) requires the provision of: (a) minimum of one parking space for each 145 m² of gross floor area; and (b) maximum of one parking space for each 115 m² of gross floor area for non-residential uses downtown. For the proposed tower this would equate to a parking supply in the range of 235 to 296 spaces. Additionally, the City allows for parking credits to apply against the parking supply requirement, which includes: 2:1 credit for disability parking spaces (based on a minimum required number of spaces); 1:5 credit for providing Class A bicycle parking spaces for office/retail uses (i.e. 1 parking space for each 5 Class A bicycle parking spaces) above the minimum requirement up to a maximum of 1 space for each 300m 2 ; and, 4:1 credit for providing car-share vehicles (typically assessed on a case by case basis) 1 At our meeting, you expressed support for the use of the car-share vehicle credit for our proposed project, given our shared intentions for the project. This is a very important element in our thinking, and we very much appreciate this confirmation. Two parking strategy options are currently being considered, one based on seeking to provide fewer parking spaces but which would be subject to substantial payment-in-lieu fees (Option 1), and the other which would seek to strike a balance between expected market parking needs and avoiding over-parking the site and which would be subject to a lesser payment-in-lieu levy (Option 2). Option 1: Payment-In-Lieu - High In this option, the project would be seeking to provide parking at a reduced rate so as to avoid providing additional levels of parking, as per the following components: 130 regular parking spaces (including up to 25% small car spaces) 14 disability parking spaces (accounting for 28 parking spaces) 5 car-share vehicles (accounting for 20 parking spaces) 113 Class A bicycle parking spaces (accounting for 8 parking spaces) Physical Total = 149 spaces Calculated Total = 187 spaces 1 Note that the Parking Bylaw allows this credit for residential uses downtown but will sometimes also allow this parking credit for commercial uses if deemed appropriate Parking and Loading Strategy
Transcript of Parking and Loading Strategy - Vancouver · d-use office and retail project with around 366,145 sq...
38
Apri
l 2
6th, 2017
4241.5
6
Lon L
aCla
ire
& E
ric
Mit
al
Cit
y of
Van
couve
r
Engin
eeri
ng S
ervi
ces
507 W
Bro
adw
ay
Van
couve
r, B
C,
V5
Z 0
B4
Dea
r Lo
n a
nd E
ric
Re:
40
0 W
Geo
rgia
Off
ice D
evelo
pm
en
t
Park
ing
& L
oad
ing
Str
ate
gy
Than
k y
ou v
ery
much
for
the
extr
emel
y hel
pfu
l m
eeti
ng w
ith u
s on F
ebru
ary
20
th, A
s w
e ex
pla
ined
at
the
mee
ting, 400 W
Geo
rgia
is
a pro
pose
d 2
4-s
tore
y m
ixed-u
se o
ffic
e an
d r
etai
l pro
ject
wit
h a
round 3
66,1
45
sq f
t of
GFA
by
Wes
tban
k P
roje
cts
Corp
in D
ow
nto
wn V
anco
uve
r. This
uniq
ue
pro
ject
will be
an
arch
itec
tura
l la
ndm
ark a
t th
e ea
ster
n g
atew
ay into
dow
nto
wn, an
d p
rovi
de
much
nee
ded
em
plo
ymen
t
use
s, c
om
plim
enti
ng t
he
gro
win
g c
ult
ura
l an
d e
nte
rtai
nm
ent
pre
cinct
surr
oundin
g t
he
site
.
Key
to e
nsu
ring s
ust
ainab
le d
esig
n t
ransl
ates
into
sust
ainab
le b
uildin
g m
anag
emen
t is
to c
reat
e th
e ri
ght
bal
ance
of
par
kin
g t
o m
eet
the
nee
ds
of
futu
re t
ena n
ts, w
hile
not
ove
rsupply
ing p
arkin
g s
o a
s to
try
and
alig
n m
ore
wit
h f
utu
re m
od
e sh
are
targ
ets
in D
ow
nto
wn V
anco
uve
r. Fu
rther
, th
is a
pplies
to t
he
load
ing
faci
liti
es f
or
the
buildin
g t
o e
nsu
re a
n e
ffic
ient
use
of
spac
e w
hile
not
com
pro
mis
ing f
unct
ional
cap
abilit
ies
of
the
Cit
y’s
lane
and a
djo
inin
g s
tree
t net
work
. T
he
follow
ing p
arag
raphs
bri
efly
outl
ine
the
pro
pose
d
par
kin
g, lo
adin
g, an
d a
cces
s st
rate
gy
for
the
pro
ject
movi
ng f
orw
ard, an
d s
um
mar
ize
our
under
stan
din
g
of
the
resu
lts
of
our
conve
rsat
ion las
t w
eek.
Yours
tru
ly,
Bu
nt
& A
sso
ciate
s
Pete
r Jo
yce,
P.E
ng.
Tyl
er T
hom
son,
MU
rb,
MC
IP,
RPP
, PT
P
Prin
cipal
Tra
nsp
ort
atio
n P
lanner
400 W
Geo
rgia
| P
arkin
g &
Load
ing S
trat
egy
| A
pri
l 26
th, 2017
2
S:
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adin
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.docx
PAR
KIN
G
The
Cit
y of
Van
couve
r’s
Park
ing B
ylaw
(Byl
aw 6
05
9, Se
ctio
n 4
) re
quir
es t
he
pro
visi
on o
f: (
a)
min
imum
of
one
par
kin
g s
pac
e fo
r ea
ch 1
45
m²
of
gro
ss f
loor
area
; an
d (
b)
max
imum
of
one
par
kin
g s
pac
e fo
r ea
ch
11
5 m
² of
gro
ss f
loor
area
for
non-r
esid
enti
al u
ses
dow
nto
wn. F
or
the
pro
pose
d t
ow
er t
his
would
equat
e
to a
par
kin
g s
upply
in t
he
range
of
23
5 t
o 2
96
sp
ace
s. A
ddit
ional
ly, th
e C
ity
allo
ws
for
par
kin
g c
redit
s to
apply
agai
nst
the
par
kin
g s
upply
req
uir
emen
t, w
hic
h incl
udes
:
2:1
cre
dit
for
dis
abilit
y par
kin
g s
pac
es (
bas
ed o
n a
min
imum
req
uir
ed n
um
ber
of
spac
es);
1:5
cre
dit
for
pro
vidin
g C
lass
A b
icyc
le p
arkin
g s
pac
es f
or
off
ice/
reta
il u
ses
(i.e
. 1 p
arkin
g s
pac
e
for
each
5 C
lass
A b
icyc
le p
arkin
g s
pac
es) ab
ove
the
min
imum
req
uir
emen
t up t
o a
max
imum
of
1
spac
e fo
r ea
ch 3
00
m2; an
d,
4
:1 c
redit
for
pro
vidin
g c
ar-s
har
e ve
hic
les
(typ
ical
ly a
sses
sed o
n a
cas
e by
case
bas
is)1
At
our
mee
ting, yo
u e
xpre
ssed
support
for
the
use
of
the
car-
shar
e ve
hic
le c
redit
for
our
pro
pose
d p
roje
ct,
giv
en o
ur
shar
ed inte
nti
ons
for
the
pro
ject
. T
his
is
a ve
ry im
port
ant
elem
ent
in o
ur
thin
kin
g, an
d w
e ve
ry
much
appre
ciat
e th
is c
onfi
rmat
ion.
Tw
o p
arkin
g s
trat
egy
opti
ons
are
curr
entl
y bei
ng c
onsi
der
ed, one
bas
ed o
n s
eekin
g t
o p
rovi
de
few
er
par
kin
g s
pac
es b
ut
whic
h w
ould
be
subje
ct t
o s
ubst
anti
al p
aym
ent-
in-lie
u f
ees
(Opti
on 1
), a
nd t
he
oth
er
whic
h w
ould
see
k t
o s
trik
e a
bal
ance
bet
wee
n e
xpec
ted m
arket
par
kin
g n
eeds
and a
void
ing o
ver-
par
kin
g
the
site
and w
hic
h w
ould
be
subje
ct t
o a
les
ser
pay
men
t-in
-lie
u lev
y (O
pti
on 2
).
Opti
on 1
: Pa
ymen
t-In
-Lie
u -
Hig
h
In t
his
opti
on, th
e pro
ject
would
be
seek
ing t
o p
rovi
de
par
kin
g a
t a
reduce
d r
ate
so a
s to
avo
id p
rovi
din
g
addit
ional
lev
els
of
par
kin
g, as
per
the
follow
ing c
om
ponen
ts:
1
30
reg
ula
r par
kin
g s
pac
es (
incl
udin
g u
p t
o 2
5%
sm
all ca
r sp
aces
)
14 d
isab
ilit
y par
kin
g s
pac
es (
acco
unti
ng f
or
28 p
arkin
g s
pac
es)
5
car
-shar
e ve
hic
les
(acc
ounti
ng f
or
20
par
kin
g s
pac
es)
1
13
Cla
ss A
bic
ycle
par
kin
g s
pac
es (ac
counti
ng f
or
8 p
arkin
g s
pac
es)
Ph
ysi
cal
Tota
l =
14
9 s
pace
s
Calc
ula
ted
Tota
l =
18
7 s
pace
s
1 N
ote
that
the
Park
ing B
ylaw
allow
s th
is c
redit
for
resi
den
tial
use
s dow
nto
wn b
ut
will so
met
imes
als
o a
llow
this
par
kin
g c
redit
for
com
mer
cial
use
s if
dee
med
ap
pro
pri
ate
Park
ing
and
Load
ing
Stra
tegy
39
400 W
Geo
rgia
| P
arkin
g &
Load
ing S
trat
egy
| A
pri
l 26
th, 2017
3
S:
\PR
OJE
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eorg
ia\5
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iver
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s\20
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_424
1-5
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-W-G
eorg
ia_P
arkin
g+Lo
adin
g_V
03
.docx
This
str
ateg
y re
sult
s in
a s
ho
rtfa
ll o
f 4
8 p
ark
ing
sp
ace
s fr
om
the
byl
aw r
equir
emen
t w
hic
h w
ou
ld r
esu
lt
in a
park
ing
paym
en
t-in
-lie
u f
ee o
f $
969
,60
0.
Bey
ond t
his
, W
estb
ank is
pro
posi
ng t
o u
tilize
som
e su
rplu
s par
kin
g f
rom
the
Tel
us
Gar
den
Off
ice
(TG
O)
pro
ject
nea
rby
whic
h h
as p
rovi
ded
addit
ional
par
kin
g b
eyond t
he
min
imum
req
uir
emen
t. A
ccord
ing t
o
Wes
tban
k’s
rec
ord
s, t
he
byl
aw p
arkin
g r
equir
emen
t fo
r T
GO
was
38
0 p
arkin
g s
pac
es (in
cludin
g 3
20
for
TG
O, an
d 6
0 p
arkin
g s
pac
es f
or
the
William
Far
rell b
uildin
g), w
hile
the
pro
ject
act
ual
ly p
rovi
ded
387
par
kin
g s
pac
es lea
ving 7
surp
lus
spac
es c
om
par
ed t
o t
he
byl
aw r
equir
emen
t. A
pp
lyin
g t
hese
7 p
ark
ing
space
s to
400
West
Geo
rgia
wo
uld
red
uce
th
e p
ark
ing
su
pp
ly s
ho
rtfa
ll t
o 4
1 s
pace
s, w
hic
h w
ou
ld
resu
lt i
n a
paym
en
t-in
-lie
u f
ee o
f $
82
8,2
00
.
At
our
mee
ting, w
e w
ere
very
ple
ased
to h
ear
your
open
-min
ded
nes
s, a
nd e
ven e
nth
usi
asm
, ab
out
a
dis
cuss
ion w
ith u
s re
gar
din
g c
reat
ive
on-s
ite
or
nea
rby
idea
s to
dir
ect
thes
e fu
nds
tow
ard, an
d w
e
dis
cuss
ed t
he
poss
ibilit
y of
a co
llab
ora
tive
pro
cess
bet
wee
n u
s to
gen
erat
e pote
nti
al idea
s.
Furt
her
, giv
en t
he
site
const
rain
ts a
t th
e gro
und lev
el, C
lass
A load
ing w
ill hav
e to
be
acco
mm
odat
ed
wit
hin
the
under
gro
und p
arkad
e; w
hile
the
load
ing s
upply
rat
ional
e w
ill be
des
crib
ed b
elow
, th
e pro
ject
is
lookin
g t
o p
rovi
de
a to
tal of
5 C
lass
A s
pac
es u
nder
gro
und. T
his
wo
uld
am
ou
nt
to a
tota
l o
f 15
4
ph
ysi
cal
park
ing
an
d C
lass
A l
oad
ing
sp
ace
s p
rovid
ed
belo
w g
rad
e.
Opti
on 2
: Pa
ymen
t-In
-Lie
u -
Low
Giv
en t
he
par
kin
g c
redit
allow
ance
s, t
he
pro
ject
would
be
seek
ing t
o p
rovi
de
par
kin
g a
t a
reduce
d r
ate
as
per
the
follow
ing c
om
ponen
ts:
1
18
reg
ula
r par
kin
g s
pac
es
3
7 s
mal
l ca
r par
kin
g s
pac
es
14 d
isab
ilit
y par
kin
g s
pac
es (
acco
unti
ng f
or
28 p
arkin
g s
pac
es)
5
car
-shar
e ve
hic
les
(acc
ounti
ng f
or
20
par
kin
g s
pac
es)
1
13
Cla
ss A
bic
ycle
par
kin
g s
pac
es (ac
counti
ng f
or
9 v
ehic
le p
arkin
g s
pac
es)
Ph
ysi
cal
Tota
l =
17
4 s
pace
s (e
xcl
ud
ing
Cla
ss A
lo
ad
ing
)
Calc
ula
ted
Tota
l =
21
2 s
pace
s
As
wit
h O
pti
on 1
, th
e pro
ject
would
be
seek
ing t
o u
tilize
the
7 s
urp
lus
par
kin
g s
pac
es in T
GO
pro
vided
above
the
byl
aw r
equir
emen
t an
d a
pply
thes
e to
400 W
Geo
rgia
’s p
arkin
g s
upply
. T
his
wo
uld
am
ou
nt
to
a t
ota
l ca
lcu
late
d p
ark
ing
su
pp
ly o
f 2
19
sp
ace
s, w
hic
h w
ou
ld b
e 1
6 s
pace
s sh
ort
of
the b
yla
w
req
uir
em
en
t. The
resu
ltin
g p
arkin
g p
aym
ent-
in-lie
u f
ee w
ould
be
$3
23
,20
0 w
ith t
his
opti
on.
We
wer
e al
so k
een t
o u
nder
stan
d t
hat
the
Cit
y w
as w
illing t
o a
llow
the
car-
shar
e cr
edit
for
com
mer
cial
use
s as
pro
pose
d in b
oth
par
kin
g s
upply
opti
ons
for
this
pro
ject
.
400 W
Geo
rgia
| P
arkin
g &
Load
ing S
trat
egy
| A
pri
l 26
th, 2017
4
S:
\PR
OJE
CTS\
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eorg
ia\5
.0
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iver
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s\20
170
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_424
1-5
6_4
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eorg
ia_P
arkin
g+Lo
adin
g_V
03
.docx
LOA
DIN
G
Bas
ed o
n t
he
Cit
y of
Van
couve
r’s
Park
ing B
ylaw
(Byl
aw 6
059, Se
ctio
n 5
), t
he
pro
pose
d d
evel
opm
ent
requir
es a
tota
l of
5 C
lass
A load
ing s
pac
es (al
l fo
r off
ice
use
s) a
nd 6
Cla
ss B
load
ing s
pac
es (4
for
off
ice,
and 2
for
reta
il).
Bas
ed o
n B
unt’
s pas
t ex
per
ience
for
sim
ilar
dow
nto
wn o
ffic
e an
d r
etai
l dev
elop
men
ts in
Van
couve
r w
e bel
ieve
the
Cit
y’s
byl
aw r
equir
emen
t to
be
gre
ater
than
the
actu
al o
bse
rved
dem
and,
par
ticu
larl
y fo
r C
lass
B load
ing n
eeds.
In p
arti
cula
r, t
he
obse
rved
pea
k load
ing d
eman
d r
ate
for
Cla
ss A
and C
lass
B load
ing v
ehic
les
for
mix
ed-
use
off
ice
tow
ers
wit
h g
round f
loor
support
ing r
etai
l is
appro
xim
atel
y 2
.7 v
eh
icle
s/1
0,0
00
sq
ft
GFA
/ho
ur
(65
% C
lass
A, an
d 3
5%
Cla
ss B
). A
t a
targ
et o
ccupan
cy o
f 70
% (
i.e.
load
ing s
pac
es a
re o
ccupie
d
for
70
% o
f th
e ty
pic
al 1
0-h
our
work
day
, 7am
– 5
pm
), t
his
would
equat
e to
a r
ecom
men
ded
supply
of
5
Cla
ss A
load
ing s
pac
es, an
d 2
Cla
ss B
load
ing s
pac
es t
o a
chie
ve t
his
lev
el o
f ef
fici
ency
.
Ther
efore
, th
e p
roje
ct i
s se
ekin
g t
o p
rovid
e 5
Cla
ss A
lo
ad
ing
sp
ace
s bel
ow
gra
de
in t
he
P1 lev
el o
f th
e
par
kad
e, a
nd
2 C
lass
B l
oad
ing
sp
ace
s at
the
gro
und lev
el a
cces
sed f
rom
the
rear
lan
e. It
is
also
inte
nded
that
thes
e lo
adin
g s
pac
es w
ould
be
shar
ed b
etw
een o
ffic
e an
d r
etai
l use
s to
allow
for
more
effi
cien
t use
. T
o h
elp f
acilit
ate
this
, it
is
expec
ted t
he
Cit
y w
ill re
quir
e a
robust
Load
ing M
anag
emen
t Pl
an
(LM
P) o
utl
inin
g t
he
pro
toco
l fo
r how
the
load
ing f
acilit
ies
would
be
uti
lize
d a
nd m
anag
ed a
s w
ell as
pro
vide
a le
vel of
indic
atio
n o
f sc
hed
uling o
f use
thro
ughout
a ty
pic
al d
ay/w
eek. A
t our
mee
ting, yo
u
expre
ssed
support
in p
rinci
ple
for
this
load
ing a
ppro
ach, on t
he
under
stan
din
g t
hat
we
would
pro
vide
the
pre
viousl
y-m
enti
oned
load
ing m
anag
emen
t pla
n.
AC
CES
S A
t our
mee
ting, w
e al
so d
iscu
ssed
acc
ess
to t
he
site
, an
d it
was
agre
ed t
hat
par
kin
g a
cces
s w
ould
be
from
the
lane,
while
it is
assu
med
at
this
tim
e th
e la
ne
connec
tion t
o G
eorg
ia S
tree
t w
ould
rem
ain o
pen
. T
his
would
lik
ely
rem
ain t
he
case
unti
l th
e ti
me
the
adja
cent
site
to t
he
wes
t is
up f
or
redev
elopm
ent
at w
hic
h
tim
e a
pote
nti
al lan
e co
nnec
tion t
o R
ichar
ds
Stre
et c
oul d
be
inve
stig
ated
if
it d
esir
able
to c
lose
the
Geo
rgia
Stre
et lan
e ac
cess
.
It w
as a
lso d
iscu
ssed
that
a n
ew o
ne-
way
lan
e co
nnec
tion w
ould
connec
t fr
om
Hom
er S
tree
t to
the
rear
lane
and p
rovi
de
for
dro
p-o
ff/p
ick-u
p a
ctiv
ity
for
the
buildin
g o
n its
south
sid
e.
We
under
stan
d s
ince
this
mee
ting t
he
Cit
y has
voic
ed o
pposi
tion t
o t
his
connec
tion a
nd it
has
bee
n r
emove
d f
rom
the
pla
ns.
cc.
Kar
en H
oes
e, C
ity
of
Van
couve
r
Mic
hae
l N
aylo
r, C
ity
of
Van
couve
r G
il K
elle
y, C
ity
of
Van
couve
r Bre
nt
Tod
eria
n, Tod
eria
n U
rban
Work
s D
ave
Leung
, W
estb
ank
Mit
ch S
akum
oto
, M
erri
ck A
rchit
ectu
re
40
Apri
l 2
6th, 2
01
7
42
41
.56
Mit
ch S
akum
oto
Mer
rick
Arc
hit
ectu
re
30
0-8
39
Cam
bie
Str
eet
Van
couve
r, B
C
V6
B 2
P4
VIA
E-M
AIL
: sa
kum
oto
@m
erri
ckar
ch.c
om
Dea
r M
itch
:
Re:
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
ati
on
Revie
w
D
raft
Lett
er
As
reques
ted, Bunt
has
pre
par
ed a
Tra
nsp
ort
atio
n R
evie
w in s
upport
of
the
Rez
onin
g A
pplica
tion f
or
Wes
tban
k’s
pro
pose
d m
ixed
-use
off
ice
tow
er d
evel
opm
ent
at 4
00
W G
eorg
ia in D
ow
nto
wn V
anco
uve
r, B
C.
The
follow
ing let
ter
incl
udes
a s
um
mar
y of
key
tra
nsp
ort
atio
n e
lem
ents
of
the
des
ign a
t th
is s
tage
of
the
pro
ject
such
as
vehic
le c
ircu
lati
on, par
kin
g a
nd b
icyc
le p
arkin
g p
rovi
sions,
load
ing a
cces
s an
d p
rovi
sions,
as w
ell as
the
anti
cipat
ed lev
el o
f tr
affi
c to
be
gen
erat
ed b
y th
e dev
elopm
ent
in t
he
futu
re. T
his
sco
pe
has
bee
n c
onfi
rmed
wit
h t
he
Cit
y to
sat
isfy
the
tran
sport
atio
n c
om
ponen
t of
the
applica
tion.
We
trust
that
this
rep
ort
will pro
vide
the
nec
essa
ry s
upport
for
the
dev
elopm
ent
thro
ugh t
he
rezo
nin
g
pro
cess
.
Yours
tru
ly,
Bu
nt
& A
sso
ciate
s
Tyl
er T
hom
son,
MU
rb,
MC
IP,
RPP
, PT
P A
my
Do, EI
T
Tra
nsp
ort
atio
n P
lanner
Tra
nsp
ort
atio
n A
nal
yst
cc.
Pete
r Jo
yce,
Bunt
& A
ssoci
ates
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
atio
n R
evie
w |
Dra
ft L
ette
r | A
pri
l 2
6th, 2017
2
S:
\PR
OJE
CTS\
TT
\42
41
-56 4
00 W
. G
eorg
ia\5
.0
Del
iver
able
s
1.
INTR
OD
UC
TIO
N
400 W
Geo
rgia
is
a pro
pose
d 2
4-s
tore
y m
ixed
-use
off
ice
and r
etai
l pro
ject
wit
h a
round 3
66
,00
0 s
q
ft o
f G
FA b
y W
estb
ank P
roje
cts
Corp
(W
estb
ank) in
Dow
nto
wn V
anco
uve
r. This
uniq
ue
pro
ject
will
be
an a
rchit
ectu
ral la
ndm
ark a
t th
e ea
ster
n g
atew
ay into
dow
nto
wn, an
d p
rovi
de
much
nee
ded
emplo
ymen
t use
s, c
om
plim
enti
ng t
he
gro
win
g c
ult
ura
l an
d e
nte
rtai
nm
ent
pre
cinct
surr
oundin
g t
he
site
.
Key
to e
nsu
ring s
ust
ainab
le d
esig
n t
ransl
ates
into
sust
ainab
le b
uildin
g m
anag
emen
t is
to c
reat
e th
e
right
bal
ance
of
par
kin
g t
o m
eet
the
nee
ds
of
futu
re t
enan
ts, w
hile
not
ove
rsupply
ing p
arkin
g s
o a
s
to t
ry a
nd a
lign m
ore
wit
h f
utu
re m
ode
shar
e ta
rget
s in
Dow
nto
wn V
anco
uve
r. Fu
rther
, th
is a
pplies
to t
he
load
ing f
acilit
ies
for
the
buildin
g t
o e
nsu
re a
n e
ffic
ient
use
of
spac
e w
hile
not
com
pro
mis
ing
funct
ional
cap
abilit
ies
of
the
Cit
y’s
lane
and a
djo
inin
g s
tree
t net
work
.
The
Cit
y of
Van
couve
r’s
Engin
eeri
ng D
epar
tmen
t is
req
ues
ting a
n a
bbre
viat
ed t
raff
ic s
tudy
for
40
0
W G
eorg
ia g
iven
that
they
hav
e al
read
y ex
tensi
vely
stu
die
d t
he
area
as
par
t of
the
Via
duct
s st
udy.
This
stu
dy
is r
equir
ed t
o incl
ude
info
rmat
ion s
um
mar
izin
g t
he
par
kin
g, an
d load
ing p
rovi
sions
for
the
pro
ject
, as
wel
l as
des
crib
ing t
he
site
acc
ess
and c
ircu
lati
on f
or
gen
eral
veh
icle
s an
d load
ing
vehic
les.
In
addit
ion t
o t
his
the
Cit
y has
req
ues
ted info
rmat
ion r
egar
din
g e
xis
ting t
raff
ic c
ondit
ions
and t
he
expec
ted t
rip g
ener
atio
n f
or
the
site
wit
h t
he
dev
elopm
ent
in p
lace
.
The
follow
ing s
ecti
ons
bri
efly
outl
ine
the
pro
pose
d p
arkin
g a
nd load
ing r
atio
nal
e, a
s w
ell as
an
under
stan
din
g o
f th
e on-s
ite
circ
ula
tion, ac
cess
str
ateg
y an
d a
nti
cipat
ed t
rip g
ener
atio
n f
or
the
pro
ject
movi
ng f
orw
ard. F
irs
the
dev
elopm
ent
pla
n s
tati
stic
s ar
e pre
sente
d in S
ecti
on 2
.
2.
DEV
ELO
PMEN
T P
LAN
T
he
pro
pose
d d
evel
opm
ent
pla
n s
tati
stic
s ar
e su
mm
ariz
ed in T
ab
le 2
.1 a
nd w
ill be
use
d t
o
calc
ula
te t
he
par
kin
g a
nd load
ing r
equir
emen
ts, al
ong w
ith t
he
vehic
le t
rip g
ener
atio
n in t
he
follow
ing s
ecti
ons.
Tab
le 2
.1: D
evel
opm
ent
Plan
Conte
nt.
LA
ND
USE
GR
OSS F
LO
OR
AR
EA
Sq
ft
Sq m
C
om
mer
cial
– O
ffic
e 349,2
78
32,4
49
C
om
mer
cial
- R
etai
l 5,7
75
536
Tota
l 3
66
,14
5
34
,01
6
The
site
pla
n is
show
n f
or
the
gro
und lev
el o
n E
xh
ibit
2.1
.
41
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
Cust
om
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
2
.1
Site
Pla
n
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_GF_TA.dwg2017/04/25 15:47, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
6 Gro
und F
loor f
rom
Merri
ck A
rchite
cture
dated
2017
0424
]
42
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
atio
n R
evie
w |
Dra
ft L
ette
r | A
pri
l 2
6th, 2017
4
S:
\PR
OJE
CTS\
TT
\42
41
-56 4
00 W
. G
eorg
ia\5
.0
Del
iver
able
s
3.
PAR
KIN
G &
LO
AD
ING
REV
IEW
T
he
Cit
y of
Van
couve
r’s
Park
ing B
ylaw
(Byl
aw 6
059, Se
ctio
n 4
) re
quir
es t
he
pro
visi
on o
f: (
a)
min
imum
of
one
par
kin
g s
pac
e fo
r ea
ch 1
45
m²
of
gro
ss f
loor
area
; an
d (
b)
max
imum
of
one
par
kin
g s
pac
e fo
r ea
ch 1
15 m
² of
gro
ss f
loor
area
for
non-r
esid
enti
al u
ses
dow
nto
wn. F
or
the
pro
pose
d t
ow
er t
his
would
equat
e to
a p
arkin
g s
upply
in t
he
range
of
23
5 t
o 2
96 s
pace
s.
Addit
ional
ly, th
e C
ity
allo
ws
for
par
kin
g c
redit
s to
apply
agai
nst
the
par
kin
g s
upply
req
uir
emen
t,
whic
h incl
udes
:
2:1
cre
dit
for
dis
abilit
y par
kin
g s
pac
es (
bas
ed o
n a
min
imum
req
uir
ed n
um
ber
of
spac
es);
1:5
cre
dit
for
pro
vidin
g C
lass
A b
icyc
le p
arkin
g s
pac
es f
or
off
ice/
reta
il u
ses
(i.e
. 1 p
arkin
g s
pac
e
for
each
5 C
lass
A b
icyc
le p
arkin
g s
pac
es) ab
ove
the
min
imum
req
uir
emen
t up t
o a
max
imum
of
1 s
pac
e fo
r ea
ch 3
00m
2;
and,
4:1
cre
dit
for
pro
vidin
g c
ar-s
har
e ve
hic
les
(typ
ical
ly a
sses
sed o
n a
cas
e by
case
bas
is)1
The
par
kin
g s
trat
egy
dev
eloped
for
this
pro
ject
is
seek
ing t
o s
trik
e a
bal
ance
bet
wee
n e
xpec
ted
mar
ket
par
kin
g n
eeds
and a
void
ing o
ver-
par
kin
g t
he
site
and w
hic
h w
ould
be
subje
ct t
o a
les
ser
pay
men
t-in
-lie
u lev
y.
3.1
Park
ing S
trat
egy
Giv
en t
he
par
kin
g c
redit
allow
ance
s, t
he
pro
ject
would
be
seek
ing t
o p
rovi
de
par
kin
g a
t a
reduce
d
rate
com
par
ed t
o t
he
Cit
y’s
Park
ing B
ylaw
as
per
the
follow
ing c
om
ponen
ts:
1
18
reg
ula
r par
kin
g s
pac
es
3
7 s
mal
l ca
r par
kin
g s
pac
es
14 d
isab
ilit
y par
kin
g s
pac
es (
acco
unti
ng f
or
28 p
arkin
g s
pac
es)
5
car
-shar
e ve
hic
les
(acc
ounti
ng f
or
20
par
kin
g s
pac
es)
1
13
Cla
ss A
bic
ycle
par
kin
g s
pac
es (ac
counti
ng f
or
9 v
ehic
le p
arkin
g s
pac
es)
Ph
ysi
cal
Tota
l =
17
4 s
pace
s
Calc
ula
ted
Tota
l =
21
2 s
pace
s
Bey
ond t
his
, th
e pro
ject
is
seek
ing t
o u
tilize
7 s
urp
lus
par
kin
g s
pac
es f
rom
Wes
tban
k’s
adja
cent
TEL
US
Gar
den
Off
ice
pro
ject
whic
h a
re p
rovi
ded
above
the
byl
aw r
equir
emen
t (i.e
. re
quir
ed 3
80
,
supplied
387
) an
d a
pply
thes
e to
400 W
Geo
rgia
’s p
arkin
g s
upply
. T
his
wo
uld
am
ou
nt
to a
tota
l
1 N
ote
that
the
Park
ing B
ylaw
allow
s th
is c
red
it f
or
resi
den
tial
use
s d
ow
nto
wn
but
will so
met
imes
als
o a
llow
this
par
kin
g c
redit
for
com
mer
cial
use
s if
dee
med
ap
pro
pri
ate
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
atio
n R
evie
w |
Dra
ft L
ette
r | A
pri
l 2
6th, 2017
5
S:
\PR
OJE
CTS\
TT
\42
41
-56 4
00 W
. G
eorg
ia\5
.0
Del
iver
able
s
calc
ula
ted
park
ing
su
pp
ly o
f 21
9 s
pace
s, w
hic
h w
ou
ld b
e 1
6 s
pace
s sh
ort
of
the b
yla
w
req
uir
em
en
t . The
resu
ltin
g p
arkin
g p
aym
ent-
in-lie
u f
ee w
ould
be
$3
23
,20
0 w
ith t
his
opti
on
Furt
her
, giv
en t
he
site
const
rain
ts a
t th
e gro
und lev
el, C
lass
A load
ing w
ill hav
e to
be
acco
mm
odat
ed w
ithin
the
under
gro
und p
arkad
e; w
hile
the
supply
rat
ional
e w
ill be
des
crib
ed b
elow
,
the
pro
ject
is
lookin
g t
o p
rovi
de
a to
tal of
5 C
lass
A s
pac
es u
nder
gro
und. T
his
wo
uld
am
ou
nt
to a
tota
l o
f 1
79
ph
ysi
cal
park
ing
an
d C
lass
A l
oad
ing
sp
ace
s p
rovid
ed
belo
w g
rad
e.
3.2
Load
ing R
evie
w
Bas
ed o
n t
he
Cit
y of
Van
couve
r’s
Park
ing B
ylaw
(Byl
aw 6
059, Se
ctio
n 5
), t
he
pro
pose
d d
evel
opm
ent
requir
es a
tota
l of
5 C
lass
A load
ing s
pac
es (al
l fo
r off
ice
use
s) a
nd 6
Cla
ss B
load
ing s
pac
es (4
for
off
ice,
and 2
for
reta
il).
Bas
ed o
n B
unt’
s pas
t ex
per
ience
for
sim
ilar
dow
nto
wn o
ffic
e an
d r
etai
l
dev
elopm
ents
in V
anco
uve
r w
e bel
ieve
the
Cit
y’s
byl
aw r
equir
emen
t to
be
gre
ater
than
the
actu
al
obse
rved
dem
and,
par
ticu
larl
y fo
r C
lass
B load
ing n
eeds.
In p
arti
cula
r, t
he
obse
rved
pea
k load
ing d
eman
d r
ate
for
Cla
ss A
and C
lass
B load
ing v
ehic
les
for
mix
ed-u
se o
ffic
e to
wer
s w
ith g
round f
loor
support
ing r
etai
l is
appro
xim
atel
y 2
.7 v
eh
icle
s/1
0,0
00
sq f
t G
FA
/ho
ur
(65
% C
lass
A, an
d 3
5%
Cla
ss B
). A
t a
targ
et o
ccupan
cy o
f 70
% (
i.e.
load
ing s
pac
es
are
occ
upie
d f
or
70
% o
f th
e ty
pic
al 1
0-h
our
work
day
, 7
am –
5p
m),
this
would
equat
e to
a
reco
mm
ended
supply
of
5 C
lass
A load
ing s
pac
es, an
d 2
Cla
ss B
load
ing s
pac
es t
o a
chie
ve t
his
lev
el
of
effi
cien
cy.
Ther
efore
, th
e p
roje
ct i
s se
ekin
g t
o p
rovid
e 5
Cla
ss A
lo
ad
ing
sp
ace
s bel
ow
gra
de
in t
he
P1 lev
el
of
the
par
kad
e, a
nd
2 C
lass
B l
oad
ing
sp
ace
s at
the
gro
und lev
el a
cces
sed f
rom
the
rear
lan
e. It
is
also
inte
nded
that
thes
e lo
adin
g s
pac
es w
ould
be
shar
ed b
etw
een o
ffic
e an
d r
etai
l use
s to
allow
for
more
eff
icie
nt
use
. T
o h
elp f
acilit
ate
this
, it
is
expec
ted t
he
Cit
y w
ill re
quir
e a
robust
Load
ing
Man
agem
ent
Plan
(LM
P) o
utl
inin
g t
he
pro
toco
l fo
r how
the
load
ing f
acilit
ies
would
be
uti
lize
d a
nd
man
aged
as
wel
l as
pro
vide
a le
vel of
indic
atio
n o
f sc
hed
uling o
f use
thro
ughout
a ty
pic
al
day
/wee
k.
4.
ON
-SIT
E C
IRC
ULA
TIO
N R
EVIE
W
Auto
TU
RN
anal
ysis
was
per
form
ed o
n P
1 t
o P
6 p
arkin
g a
nd g
round f
loor
(GF)
load
ing p
lan lay
outs
.
The
des
ign v
ehic
le u
sed f
or
the
bulk
of
this
anal
ysis
was
the
type
P (T
AC
) an
d in s
om
e ca
ses
(i.e
.
smal
l ca
r sp
aces
), a
typ
ical
pas
senger
veh
icle
(Fo
rd T
auru
s) w
as t
este
d t
o e
nsu
re s
ite
circ
ula
tion a
nd
adeq
uat
e tu
rnin
g m
ove
men
t sp
ace
for
vehic
les
circ
ula
ting t
he
par
kad
e. A
n S
U9
was
use
d a
s th
e
des
ign v
ehic
le f
or
the
Gro
und F
loor
Cla
ss B
load
ing.
Exh
ibit
s 4
.1 t
o 4
.7 s
how
the
circ
ula
tion m
ove
men
ts f
or
P1 t
o P
6 a
nd G
F la
youts
. Pa
rkin
g m
aneu
ver
dia
gra
ms
are
incl
uded
in A
ppen
dix
A.
43
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
400 W
est
Geo
rgia
4241.5
6
Apri
l 2017
S
cale
1:2
50
on L
ette
r P
repar
ed b
y A
D
Exh
ibit
4
.2P2
Turn
ing A
nal
ysis
- C
ircu
lati
on
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P2_TA.dwg2017/04/24 11:05, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
4 Par
king L
evel
P2 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
400 W
est
Geo
rgia
4241.5
6
Apri
l 2017
S
cale
1:2
50
on L
ette
r P
repar
ed b
y A
D
Exh
ibit
4
.1P1
Turn
ing A
nal
ysis
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P1_TA.dwg2017/04/25 14:24, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
5 Par
king L
evel
P1 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
44
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
4
.4P4
Turn
ing A
nal
ysis
- C
ircu
lati
on
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P4_TA.dwg2017/04/25 14:43, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
2 Par
king L
evel
P4 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
4
.3P3
Turn
ing A
nal
ysis
- C
ircu
lati
on
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P3_TA.dwg2017/04/25 14:34, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
3 Par
king L
evel
P3 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
45
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
4
.6P6
Turn
ing A
nal
ysis
- C
ircu
lati
on
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P6_TA.dwg2017/04/24 11:53, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
0 Par
king L
evel
P6 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
Cust
om
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
4
.5P5
Turn
ing A
nal
ysis
- C
ircu
lati
on
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P5_TA.dwg2017/04/24 11:31, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
1 Par
king L
evel
P5 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
46
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
atio
n R
evie
w |
Dra
ft L
ette
r | A
pri
l 2
6th, 2017
13
S:\P
RO
JEC
TS\
TT
\42
41
-56 4
00 W
. G
eorg
ia\5
.0
Del
iver
able
s
5.
EXIS
TIN
G T
RA
FFIC
& F
UTU
RE
TR
IP G
ENER
ATIO
N R
EVIE
W
5.1
Exis
ting T
raff
ic
Exis
ting v
ehic
le m
ove
men
ts a
t th
e fo
llow
ing n
earb
y in
ters
ecti
ons
are
sum
mar
ized
in E
xh
ibit
5.1
.
W
est
Geo
rgia
Str
eet
/ H
om
er S
tree
t
W
est
Geo
rgia
Str
eet
/ N
ort
h-S
outh
Lan
e
W
est
Geo
rgia
Str
eet
/ Ric
har
ds
Stre
et
Rob
son S
tree
t /
Ric
har
ds
Stre
et
Robso
n S
tree
t /
Hom
er S
tree
t
Note
thes
e vo
lum
es a
re p
rovi
ded
for
conte
xt
and w
ill not
be
anal
yzed
wit
h t
his
stu
dy
giv
en t
he
Cit
y’s
under
stan
din
g o
f ex
isti
ng c
ondit
ions
in t
he
area
. T
he
pro
ject
ed s
ite
vehic
le m
ove
men
ts f
rom
the
nex
t se
ctio
n w
ould
be
added
onto
this
net
work
rel
ativ
ely
equal
ly (i.e.
aro
und 2
0-2
5%
eac
h).
5.2
Site
Tri
p G
ener
atio
n
To u
nder
stan
d t
he
num
ber
of
new
veh
icle
s tr
ips
that
will be
gen
erat
ed b
y th
e pro
pose
d
redev
elopm
ent,
Bunt
applied
tri
p g
ener
atio
n r
ates
obta
ined
in 2
016
fro
m a
nea
rby
off
ice
tow
er a
t
401 W
est
Geo
rgia
. Tri
p g
ener
atio
n r
ates
for
this
sit
e w
ere
found b
y su
rvey
ing t
he
amount
of
vehic
les
ente
ring a
nd e
xit
ing t
he
par
kad
e duri
ng p
eak h
ours
, an
d t
hes
e w
ere
revi
ewed
com
par
ativ
e
to t
he
buildin
gs
GFA
, an
d e
xis
ting p
arkin
g s
upply
. A
s th
e new
400 W
est
Geo
rgia
off
ice
tow
er is
in
very
clo
se p
roxim
ity
and h
as s
imilar
lan
d u
ses
to t
his
tow
er (gro
und f
loor
reta
il w
ith o
ffic
e sp
ace
above
), t
he
trip
rat
e fo
r th
e ex
isti
ng b
uildin
g w
ould
be
repre
senta
tive
for
pro
ject
ing e
xpec
ted t
raff
ic
for
400 W
Geo
rgia
.
Tw
o d
iffe
rent
trip
rat
es a
re a
pp
lied
: tr
ips
per
par
kin
g s
tall a
nd t
rips
per
10
0 s
quar
e fe
et. T
his
pro
vides
a r
ange
of
expec
ted t
rips
for
the
pro
pose
d d
evel
opm
ent
at 4
00 W
est
Geo
rgia
. T
ab
le 5
.1
sum
mar
izes
the
two t
rip r
ates
for
the
pro
pose
d r
edev
elopm
ent
and t
he
resu
ltin
g n
um
ber
of
vehic
le
trip
s ex
pec
ted.
Tab
le 5
.1: Fu
ture
Veh
icle
Tri
p G
en
era
tio
n
TR
IP R
AT
E T
YPE
LA
ND
U
SE
UN
ITS
RA
TE
(VPH
1/U
NIT
) PM
VEH
ICLE T
RIP
S (
VPH
1)
Tri
p r
ate
bas
ed o
n
occ
upie
d p
arkin
g
stal
ls
Off
ice
+
Ret
ail
174
par
kin
g
spac
es
0.2
5 (0.0
2 in,
0.2
3 o
ut)
44 (3 in,
41 o
ut)
Tri
p r
ate
bas
ed o
n
per
1,0
00 s
quar
e fe
et
Off
ice
+
Ret
ail
366,0
00
sq f
t 92 (8 in,
84 o
ut)
1 - V
PH –
Veh
icle
Tri
ps
Per
Hour
As
the
table
show
s, t
he
redev
elopm
ent
is e
xpec
ted t
o g
ener
ate
in t
he
range
of
44
and 9
2 n
ew
vehic
le t
rips
duri
ng t
he
wee
kday
PM
pea
k h
our
dep
endin
g o
n t
he.
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
4
.7Lo
adin
g S
U 9
Turn
ing A
nal
ysis
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_GF_TA.dwg2017/04/25 11:16, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
6 Gro
und F
loor f
rom
Merri
ck A
rchite
cture
dated
2017
0424
]
47
40
0 W
Geo
rgia
Rezo
nin
g –
Tra
nsp
ort
atio
n R
evie
w |
Dra
ft L
ette
r | A
pri
l 2
6th, 2017
14
S:\P
RO
JEC
TS\
TT
\42
41
-56 4
00 W
. G
eorg
ia\5
.0
Del
iver
able
s
In a
ddit
ion, a
spot
count
was
conduct
ed o
n A
pri
l 12
th, 2
01
7 f
rom
3:0
0 –
3:3
0 p
m a
t th
e ex
isti
ng 4
00
Wes
t G
eorg
ia s
ite
(Budget
Car
Ren
tal) t
o d
eter
min
e th
e ex
isti
ng s
ite
vehic
le t
rips
in o
rder
to w
ork
out
the
net
new
veh
icle
tri
ps
on t
he
net
work
. T
hes
e num
ber
s w
ere
subtr
acte
d f
rom
the
trip
gen
erat
ion r
esult
s to
det
erm
ine
the
net
new
tri
ps
gen
erat
ed. T
ab
le 5
.2 s
um
mar
izes
the
net
new
trip
s in
the
PM P
eak h
our.
TR
IP R
AT
E
TY
PE
SO
UR
CE
TR
IP R
AT
E B
ASED
ON
PA
RK
ING
ST
ALLS
TR
IP R
AT
E B
ASED
ON
10
0
SQ
UA
RE F
EET
GFA
In
O
ut
Tota
l In
O
ut
Tota
l Ex
isti
ng s
ite
Spot
count
6
10
16
6
10
16
New
gen
erat
ed
trip
s
Tri
p g
ener
atio
n (
Tab
le
5.1
) 3
41
44
8
84
92
Net
new
tr
ips
1
* 3
1
32
2
7
4
76
* ad
just
ed t
o t
he
nea
rest
posi
tive
num
ber
.
As
the
table
show
s, a
round 3
2-7
6 n
et n
ew v
ehic
le t
rips
(tw
o-w
ay) ar
e ex
pec
ted d
ue
to t
he
redev
elopm
ent
when
consi
der
ing t
he
rem
ova
l of
the
exis
ting s
ite
use
s.
If t
he
conse
rvat
ive
esti
mat
e of
76
veh
icle
s w
ere
dis
trib
ute
d a
mongst
the
4 a
dja
cent
inte
rsec
tions
note
d in S
ecti
on 5
.1, th
is w
ould
rep
rese
nt
around
19
veh
icle
tri
ps
(tw
o-w
ay) th
rough e
ach o
f th
ese
inte
rsec
tions.
T
o p
ut
this
into
conte
xt,
if
19
new
veh
icle
tri
ps
wer
e ad
ded
to t
he
inte
rsec
tion o
f W
Geo
rgia
Str
eet
and H
om
er
Stre
et (ar
ound 2
,350 v
ehic
les)
this
would
rep
rese
nt
less
than
a 1
%
incr
ease
in t
raff
ic a
t th
e in
ters
ecti
on a
nd w
ould
not
be
noti
ceab
le o
n t
he
inte
rsec
tion’s
oper
atio
ns.
In s
um
mar
y, t
he
dev
elopm
ent
is e
xpec
ted t
o h
ave
a nom
inal
im
pac
t on t
he
adja
cent
stre
et n
etw
ork
.
Once
the
Cit
y has
rel
ease
d its
futu
re p
lans
for
Geo
rgia
Str
eet
in t
his
are
a w
ith t
he
rem
ova
l of
the
Geo
rgia
and D
unsm
uir
Via
duct
s th
en t
he
oper
atio
nal
ass
um
pti
ons
for
Geo
rgia
Str
eet
should
be
revi
ewed
agai
n.
&
use t
his
to o
utl
ine s
ite e
tc
4241.5
6
401 W
Georg
ia T
ransport
ati
on R
evie
w
N
Scale
: N
TS
S:\PROJECTS\TT\4241-56 400 W. Georgia\5.0 Deliverables\Graphics
Exh
ibit
5.1
Exis
ting P
M P
eak H
our
Tra
ffic
Volu
mes
Apri
l 2017
Sit
e
Use t
his
font
and s
ize f
or
road n
am
es
Fre
ew
ay
Hig
hw
ay
Art
eri
al
Collecto
r
Local
Railw
ay
Pro
pose
dExis
ting
Use t
his
font
and s
ize f
or
road n
am
es
Wes
t Geo
rgia Stree
t
Robs
on Stree
t
Fre
ew
ay
Hig
hw
ay
Art
eri
al
Collecto
r
Local
Railw
ay
Tw
o W
ay S
top
All W
ay S
top
Roundabout
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Pro
pose
d
Hom
er Stree
t
Rich
ards
Stree
t
00
0 (
00
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(00
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00
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30
15
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5
140
40
35
355
5
540
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0)
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90
501,50
5
150
155
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5
260
100
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430
285
395
1561
5
40
2522
0
125
45
120
950
00
0
00
00
,00
0
0,0
00
AA
0.31 A()0.31 A()
0.31 A()0.31 A()
0.3
1
A()
0.3
1
A()
0.3
1
A()
0.3
1
A()
0.31 A()0.31 A()
0.31 A()0.31 A()
0.3
1
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0.3
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0.3
1
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0.3
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0.31 A()0.31 A()
0.31 A()0.31 A()
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0.3
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0.3
1
A()
0.3
1
A() 1
4
0.7
9A0
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A
0.31 A()
0.31 A()
0.31 A()
0.31 A()
0.3
1 A(
)
0.3
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0.3
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)
0.3
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)
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0.31 A()
0.31 A()
0.31 A()
0.3
1 A(
)
0.3
1 A(
)
0.3
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0.3
1 A(
)
0.31 A()
0.31 A()
0.31 A()
0.31 A()
0.3
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)
0.3
1 A(
)
0.3
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)
0.3
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)
16
0.7
9 A
0.7
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0.31 A()
0.3
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0.3
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)
0.3
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)
0.3
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0.31 A()
0.3
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)
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12
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Inte
rsecti
on #
L
ink V
olu
mes
Unsig
nalized
00
0(0
00)
00
00
00
00
00
AM
PM
AM
PM Inte
rsecti
on
V
olu
mes
2 W
ay S
top
All W
ay S
top
Roundabout
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Inte
rsecti
on #
L
ink V
olu
mes
00
00
0(0
00)
00
00
00
00
AM
PM
AM
PM Inte
rsecti
on
V
olu
mes
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Unsig
nalized
Tw
o W
ay S
top
All W
ay S
top
Roundabout
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Sto
rage L
ength
(m
)
00
00
00
(#)
(#)
Fre
ew
ay
Hig
hw
ay
Art
eri
al Road
Collecto
r Road
Local Road
Road s
tyle
1
Road s
tyle
2
Road s
tyle
3
Unsig
nalized
Pedestr
ian S
ignal
Tra
ffic
Sig
nal
Exis
ting
Exis
ting
Pro
pose
dPro
pose
d
Use t
his
font
and s
ize f
or
road n
am
es
LO
S A
to D
V/C
<0
.85
LO
S E
V/C
>0
.85
<0
.90
LO
S F
V/C
>0
.90
0.8
9
C
0.91 F()
0.5
4
B()
0.70() D*
Lane G
roup L
OS
Lane G
roup V
/C
Lane G
roup
Overa
ll V
/C
Overa
ll L
OS
th9
5 %
Queue
exceeds a
vailable
sto
rage
No
tes:
PM
Peak H
our:
4:3
0-5
:30
pm
Tra
ffic
data
fro
m V
anM
aps
(20
07
or
20
11
)
Tra
ffic
Sig
nal
000
PM
Inte
rsecti
on
V
olu
mes
in: 20 o
ut:
26
48
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
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Geo
rgia
42
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.56
A
pri
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01
7
S
cale
1:2
50
on L
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r
P
repar
ed b
y A
D
Exh
ibit
A
.2P2
Turn
ing A
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ysis
- O
ut
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P2_TA.dwg2017/04/25 14:30, Plotted by Amy Do
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.1P2
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- In
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P2_TA.dwg2017/04/25 14:29, Plotted by Amy Do
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49
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
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uctio
n]
40
0 W
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Geo
rgia
42
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A
pri
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01
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S
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1:2
50
on L
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r
P
repar
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D
Exh
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A
.3P3
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ing A
nal
ysis
- In
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P3_TA.dwg2017/04/25 14:37, Plotted by Amy Do
[Bas
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1701
-A2.0
3 Par
king L
evel
P3 fr
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itectu
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N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
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.56
A
pri
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01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.4P3
Turn
ing A
nal
ysis
- O
ut
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P3_TA.dwg2017/04/25 14:46, Plotted by Amy Do
[Bas
ed on
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1701
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3 Par
king L
evel
P3 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
50
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.5P4
Turn
ing A
nal
ysis
- In
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P4_TA.dwg2017/04/24 10:54, Plotted by Amy Do
[Bas
ed on
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wing
1701
-A2.0
2 Par
king L
evel
P4 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.6P4
Turn
ing A
nal
ysis
- O
ut
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P4_TA.dwg2017/04/24 10:57, Plotted by Amy Do
[Bas
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1701
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2 Par
king L
evel
P4 fr
om M
erric
k Arch
itectu
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51
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.7P5
Turn
ing A
nal
ysis
- In
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P5_TA.dwg2017/04/25 14:48, Plotted by Amy Do
[Bas
ed on
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wing
1701
-A2.0
1 Par
king L
evel
P5 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
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01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.8P5
Turn
ing A
nal
ysis
- O
ut
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P5_TA.dwg2017/04/24 11:32, Plotted by Amy Do
[Bas
ed on
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1701
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1 Par
king L
evel
P5 fr
om M
erric
k Arch
itectu
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ted 20
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24]
52
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
Cust
om
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.9P6
Turn
ing A
nal
ysis
- In
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P6_TA.dwg2017/04/24 14:17, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
0 Par
king L
evel
P6 fr
om M
erric
k Arch
itectu
re da
ted 20
1704
24]
N
asso
ciates
&unt
b
[Issu
ed fo
r Disc
ussio
n; no
t for C
onstr
uctio
n]
40
0 W
est
Geo
rgia
42
41
.56
A
pri
l 2
01
7
S
cale
1:2
50
on L
ette
r
P
repar
ed b
y A
D
Exh
ibit
A
.10
P6 T
urn
ing A
nal
ysis
- O
ut
S:\PROJECTS\TT\4241-56 400 W. Georgia\4.0 Analysis & Design\AutoTURN\04242017\04242017_4241-56_P6_TA.dwg2017/04/24 14:17, Plotted by Amy Do
[Bas
ed on
Dra
wing
1701
-A2.0
0 Par
king L
evel
P6 fr
om M
erric
k Arch
itectu
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ted 20
1704
24]
