HomeMy WebLinkAbout10-13-14 VVMC PEC Presentation draft ver 3Vai I Valley Medical Center
Extraordinary People.
Extraordinary Care.
Extraordinary Facilities.
Presentation of
Facilities Master Plan
Vail Planning and Environmental Commission
October 13, 2014
1.L1 ,
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Idesign
LAND PlANWNG & CDNI.n,%INITY DFVELOP 'A L ra i
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Today's Agenda
1. Introductions
2. Response to Questions from
9/22
3. Follow -up -Meadow
Drive /Loading and Service
4. Overall Traffic and Circulation
5. Parking
6. Building Massing /Architecture
7. Employee Housing
w 8. Middle Creek
Follow -up Questions from 9122
How can loading provisions be enforced?
How many ambulance trips?
Is this a complete master plan — re: West Lot and
US bank building?
Feasibility of ramp (for deliveries) from South
Frontage Road
Follow -up Questions from 9122
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o
AM, MW
Pc tenti al Future
Expansion Areas
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40 � . ti
Follow -up Questions from 9122
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Follow -up Questions from 9/22
WEST WING RENOVATION
WEST WING NEW CONSTRUCTION
EAST WING NEW CONSTRUCTION
EAST WING RENOVATION
CENTRAL WING RENOVATION
FUTURE CONSIDERATION
WEST WING
S:OG
EXPAN N
2,680 SF -
NEW
PARKING
GARAGE
QMETOBE
�LISHED
ROOF(LI
C
SJRGERY �E)
.10 OS
vvSC
D=o SF
SURGERY
WMC SURGERY PREPl
6.500 BF
16,260 SF
(EXPANDED)
--J�
,TO SF BURGER' F%RAIOGM
ffi-OVA
design
—P4 ,
74%
of
N q,
PEDESTRIAN
C TV
.xEGTI
EST
MEADOWMA
MEDICAL PROFESSIONAL
TRY BUILDING
I FT
FALL
El j
N
MR, cmm 3-
C
NEYT- LF:
IF
"IPA110
7--9AOA' IwArrha v
VEST IE)
BALCONY
NON
vso i -- ------
J SWL HUS CONDOS
REDESTRMN
A00F.LLOW ou -5C-0"
------------- .. ............ .............. . ....
Follow -up Questions from 9/22
WEST WING RENOVATION
WEST WING NEW CONSTRUCTION
EAST WING NEW CONSTRUCTION
EAST WING RENOVATION
CENTRAL WING RENOVATION
FUTURE CONSIDERATION
�WEST WING
EXPANSION
2,680 SF
TOMUMCK
'S 66 NEW -
I ad1l
a PARKING
GARAGE
EXISTING
AMBULANCE
GARAGE TO B
DEMOUS"Eu
vvMC REW PUBM
SURGERY {E)
6,100S OPEN
M d*n I
Aj 4�
44
Ak
---------- ---
REDESTRM
CO NECTION
TO .1ST
*nx lall
NTRY MEDICAL PROFESSIONAL
-------------
BUILDING
4ET
T
N
C Loeeijw
I-All , (,)
jo F0
3,M SF II
cmm
NO pmms 16))
onK eiw _wA
�m VEST IS)
GET 3N 5F c
OR PH6TH1
1,i6 SF
Fu
VSO
1,530.5E
SUNGERY
L
1 E2.32SF
16,260 SF
RECOM
f,SW 6F
(EXPANDED)
%ar
HOOF DELow
M d*n I
Aj 4�
44
Ak
---------- ---
REDESTRM
CO NECTION
TO .1ST
*nx lall
NTRY MEDICAL PROFESSIONAL
-------------
BUILDING
4ET
T
N
C Loeeijw
I-All , (,)
jo F0
3,M SF II
cmm
NO pmms 16))
onK eiw _wA
�m VEST IS)
GET 3N 5F c
OR PH6TH1
1,i6 SF
VSO
1,530.5E
SWLH0SCMD0S
1 E2.32SF
PMESTRM
HOOF DELow
MEc"
M Fp POE
FDAD
'ION
U91 k,
wm
LP-11
w
It's
A
ILI
i woo'
Meadow Drive/Delivery and Service
Ild
r
Meadow Drive/Delivery and Service
VVMC Delivery /Service Vehicles
D,AIL Y
Based on traffic counts conducted September 29 thru October 3, 2094
# of Delive l Service Vehicles
# of Delivery 1 Service Vehicle Trips
Vehicle
on West Meadow Drive
Size
Average
Highest Day
Average
Highest Day
Monda -Freda
(Monday)
(Monday-Friday)
(Monday)
Passenger
11
13
22
26
Vehicle
S U -33
16
14
20
28
or smaller
WB -40
2
1
4
2
Total
23
28
46
56
Meadow Drive/Delivery and Service
VVMC Delivery /Service Vehicles
PEAK HOUR
Based on traffic counts conducted September 29 thru October 3. 2014
Notes:
1. The AM and PM peak hours are based on the peak hours at the Vail Road and West Meadow Drive
intersection; the highest hour for Delivery 1 Service vehicles to /from the VVMC ( "VVMC Peak Hour ")
generally occurs from 10 am to 11 am.
# of Delivery l Service Vehicle Trips on West Meadow Drive
- .-In
AM Peak Hour
(Adjacent Roadways)
7:30 — 8:3Q am
VVMC Peak Hour'
(10 -00 —11:QQ am}
PM Peak Hour
(Adjacent Roadways)
4:00 —5-00 m
Trips IN
4
8
3
Trips CUT
4
7
4
Total
S
15
7
Notes:
1. The AM and PM peak hours are based on the peak hours at the Vail Road and West Meadow Drive
intersection; the highest hour for Delivery 1 Service vehicles to /from the VVMC ( "VVMC Peak Hour ")
generally occurs from 10 am to 11 am.
Meadow Drive/Delivery and Service
Compare VVMC Traffic Volumes
on West Meadow Drive
After VVMC Master Plan Construction Completed
(Votes:
1. Bus numbers estimated based on frequency /headway information provided by Vail Transit.
2. Based on Monday, which has the highest number of Daily Deliveries
3. No traffic volume growth was assumed for the background traffic volume on West Meadow Drive
because the area is built -out.
4. Represents the existing and future volume of VVMC Delivery 1 Service vehicles
Peak Hour Traffic Volume
Daily Traffic
(vehicles per hour)
Volume
Traffic Volume Source
[Based on traffic count data collected on
Tuesda , February 4, 2014 - Peak Winter Season
(vehicles per day)
AM Peak Hour
PM Peak Hour
(Based on traffic count
data collected on
(7:30 am — 8:30 am)
(4:00 pm — 5:00 pm)
Thursday, October 3, 2014]
Passenger
33
81
394
Vehicles
Existing
Background
Buses
14'
20'
180'
Traffic 3
Total
47
101
574
VVMC Traffic 4
8
7
56 Z
(Delivery /Service Vehicles only)
Future Total
55
108
630
(Background + VVMC
Future VVMC Traffic
15%
7%
9%
as % of Total
(Votes:
1. Bus numbers estimated based on frequency /headway information provided by Vail Transit.
2. Based on Monday, which has the highest number of Daily Deliveries
3. No traffic volume growth was assumed for the background traffic volume on West Meadow Drive
because the area is built -out.
4. Represents the existing and future volume of VVMC Delivery 1 Service vehicles
Meadow Drive/Delivery and Service
DELIVERY
AND CONSTRUCTION VEHICLE INFO
Date
Arrival Time
Departure Time
Time On Site
Cornpany /Vendor
Vehicle Type /Size
What's being delivered?
Photo Taken 7
29 -Sep
06:30
06:45
15 Min
Reyhal
GMC Savanna 2500
Electrical Supplies
1
29 -Sep
1 07;15
07:20
5Min
Galleria
Freight Liner Single Axel
Oncore
2
29 -Sep
07 :20
08:05
45 Min
Meadow Gold
Freight Liner Semi
Milk
3
29-Sep
07.45
07:52
7 Min
Pristine Landscape
Chevy 2500 Pickup
Watering Flowers
4
29 -Sep
08:10
08:50
40 Min
5undance
GMC 4500
Salt for Hospital
5
29 -Sep
08:S1
09:00
9 Min
Reyhal
GMC Savanna 2500
Electrical Supplies
1
29 -Sep
08 :51
08:52
1 Min
VVMC Courier
Dodge Ram
Supplies
6
29 -Sep
09:28
04:30
2Min
Reyhal
GMC Savanna 2500
Electrical Supplies
1
29 -Sep
10 :00
10:03
3 Min
Game Beady
Toyota Tacoma
Surgery Supplies
7
29 -Sep
10:07
10;24
17 Min
Staples On Track
GMC Box Van
Office Supplies Room 800
8
29 -Sep
10:16
10:20
4 Min
Vail Honey Wagon
Duel Axle Peterbuilt
Garbage
9
29 -Sep
10:20
11:€12
42 Min
Alpine Vending
Box Truck Single Axle
Vending Machines
10
29 -Sep
10:33
10:44
11 Min
Fed EX
duel Axle Box Van
Misc Boxes - Shipping /Rec
11
29 -Sep
10 :35
11 :12
37 Min
Alsco
Duel Axle Box Van
Linen Kitchen
12
29 -Sep
10:40
10:42
2 min
Makasan
GMC 2500 Van
Pharmaceutical
13
29 -Sep
10:55
11:02
7 Min
DMI
Ford F350 Pickup
D -Mark
14
29 -Sep
11 :12
12:05
53 Min
UPS
Single Axle Box Van
Misc Boxes - Shipping /Rec
15
29 -Sep
11 :46
11:55
9 Min
Retrever Fright Services
5ingle Axel Box
Freightliner Ryder
Pick up From Lab Dept
16
Monday, September 29 to Friday, October 3, 2014
A VVMC staff person observed and recorded details (arrival & departure time, vendor name, vehicle size,) for
each Delivery I Service vehicle at the loading dock for a 12 -hour period (6 am to 6 pm) each of the five days,
Meadow Drive/Delivery and Service
1-y
1%
$it';
Meadow Drive/Delivery and Service
Meadow Drive/Delivery and Service
3
1
Meadow Drive/Delivery and Service
■■ , TOV Buses (240
fi y
0
1 '..
rips)
Background
Traffic (294 daily trips)
VVllr'IC Loading
(58 daily trips) -,
VVMC 1 West Lo
(1400 daily trips)
Meadow Drive/Delivery and Service
THIS IS WHAT WE WILL HAVE with creating front door at frontage road
AW
VMC Maim Entry (1,400 d7 airs
trips)
( 7
��
t =
TOV Buses (240 daily trips}
Background
-
I=
—� �°,
Traffic (294 daily
trips)
- - --
VVMC Loading
(58 daily trips;:
-�
r
Meadow Drive/Delivery and Service
1_
r �
s. o-
I
Alkot:
Meadow Drive/Delivery and Service
VVIVIC Traffic Proposal
Moving Off West Meadow Drive
Service /Delivery vehicles
1,400
trips
(96 %)
X58 trips
Meadow Drive/Delivery and Service
-f
Meadow Drive/Delivery and Service
SUL - UOUK
I-EN
r
SERVICE ENCLOSURE
LANDSCAPING TO
DEFINE DRIVEWAY
WX L 4WAY
RAISED CURB
Jf
StMWhLK
f
LANDSCAPE AREAS TO BUFFER
PEDESTRIANS. DEFINE SPACES
Meadow Drive/Delivery and Service
31.37
3g 2-0.33
Heil Recycle 2000
hel
VMth S.W
Trade : 5.04
Lock to Lack Tku : 510
St—mg Angle : 31.3
k1
r 7
LA
34.31
3 ot 20.33
Heil Recycle 2000
feet
WWO.
Track
Lock to Ta.dc lime : 6 0
Steering Angle 1 31.3
0
LMFN I U1! �.
O
pFir�F pF',ut
Meadow Drive/Delivery and Service
33.82
a o
3.90 2217
A CCIJ rate 3Ck Roll —Off
faet
WdtA : 8.17
Tnwk 02
L-k to L-k T.. : 5.0 9.
Staerinq MgI. : 32.7
ns^e nE F
aU
AASHTO 2001
su
2001
Meadow Drive/Delivery and Service
PL
AHU
MAIN LOBBY
0
sa.ao EMERGENCY
— _ CENTRALPLANT
WEST a.ad zo.o q mm
MEADOW su -30 ee< PARKING L.1
DRIVE
e,ca
An 4
I,gckKCO lock Tlne 6,6
3L.B PARKING L.2 0
Steering gle i
PARKING, L-3 —9b
ELEV 8174' - B" je
ELEV8161' -4"
ELEV8147' -4"
SERVICE ENCLOSURE
SECTION
1.0.1.2014
1116 " = 1' --0"
Meadow Drive/Delivery and Service
m MASTE
m-m � °��"" SERVICE ENCLOSURE
RECYCLE DE<NERY
HOLD
' LANDSCAPING TO
DEFINE DRIVEWAY
- - C]ILAWAY
R
•9- - 11
RAISED CURB
LANDSCAPE PLAN
10.3.2014
118 " = 1' -0"
201-011
o
Q
co
51DEWALK
LANDSCAPE AREAS TO BUFFER
PEDESTRIANS, DEFINE SPACES
Meadow Drive/Delivery and Service
I
I
f ; rto-)-.
T
MOVEMENTS- WB -40, DRAWING 2 OF 2
NOT TO SCALE
3 OCTOBER 2014
HEERY,'PARSONS BRINCKFRHQFF
Meadow Drive/Delivery and Service
Meadow Drive/Delivery and Service
VVMC Master Plan- Delivery and Service
• Loading docks and loading activity shall be located inside the
building
• The number of loading bays within the facility should range from
between 3 -4 and accommodate turning movements (within the
facility) for SU -30 sized trucks
• Trash and recycling facilities shall be located inside the building
• Streetscape /landscape adjacent the loading facility should be
designed to define distinct spaces (for pedestrians and for trucks)
and to discourage parking on West Meadow Drive
• Role of West Lot
• Aesthetic considerations
• Management and Operations Plan
Meadow Drive/Delivery and Service
"Design and manage loading and service facilities to
meet the needs of VVMC while at the same time
minimize potentially adverse impacts on the
surrounding neighborhood and on West Meadow
Drive ".
9
VVMC Traffic Proposal
Moving Off West Meadow Drive
Service /Delivery vehicles
1,400
trips--_
(96 %)
\-58 trips
(4 %)
Meadow Drive/Delivery and Service
Is Meadow Drive /Delivery and Service appropriately
addressed at Master Plan level?
If nest —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the Master
Plan to better clarify CUP review process?
Traffic and Circulation
Vail Valley Medical Center Traffic Impact Study
Turnkey Consulting LLC
South Frontage Road Access Improvement Study
Town of Vail /VVMC /Evergreen Collaboration
Traffic and Circulation
Proposed
Roundabout Existing 1 -70 South South
[lnt #r1 VVmC Roundabout
(Genera[ location based Access Frontage Rd r
on FHU stUdy area] at Main Vall
[in t #2] Interchange
,L
Evergreen
Cadge � ':. Ov
All.
Alb
Vail Rd
Existing VVMC If.
Main Access
(to be relocated
to fnt #2)
W Meadow i3r
tit
Vail Road
and
Meadow Dr
[in t #31
Traffic and Circulation
Traffic Analysis Conditions
0 Year 2015 —West End (During Construction)
• Year 2016 —West End (Construction Completed)
• Year 2017 —East End (During Construction)
• Year 2018 —East End (Construction Completed)
• Year 2035 —Build -out (20 -year horizon)
Definitions:
West End
Improvements include approximately 40,000 SF of medical space on and around
the existing West Wing of the VVIVIC.
East End
Improvements include approximately 25,000 SF of net new medical space and an
expanded parking structure at the east end of the Campus.
Traffic and Circulation
Proposed Roundabout Analysis Results
Year2018
AM Peak Hour
PM Peak Hour
Roundabout
95 t %
95 t %
Approach
LOS -Delay
Queue
LOS -Delay
Queue
(sec)
ft
(sec)
ft
Vilest Leg
A — 5
20
A — g
70
(Frontage Road)
East Leg
A - 5
50
A - B
50
(Frontage Road
South Leg
A - 5
20
A - 0
20
(Evergreen Lodge Access)
North Leg
A - 5
20
A - C
20
(TO V Service Access)
Overall
Roundabout
A - 5
50 (max)
A - 7
70 (max)
all vehicles
Traffic and Circulation
Future Frontage Road Roundabout
Year 2435 -Area Buildmout Scenario
Sidra sof Nare was used to assess the operational aspects of a roundabout via calculating Level of
Service (LOS). The anaiysis first assessed whether any form of a one -lane roundabout might
suffices it won't. A full N,o -lava roundabout is needed given the traffic numbers in Table 1. This
was found to be the case for all the alternatives analyzed, two lanes are needed and ould be
sufficient even for those in which U- turning traffic .vould add demand. Further, t,., =,a -lanes will be
required along the Frontage Road approaches into the roundabout to achieve at least a LOS C
under ideal conditions (actually. LOS B is achieved in every case. The one nuance revealed by
the roundabout analysis pertains to the traffic queues that could form upon entering the
roundabout. Specifically. the VVB Frontage load approach .vas found to potentially queue back
past the parking structure entrance in Alternative 1 (more-so in Alternative ta). This suggests that
drive -.Vay access points onto the Frontage Road .that do not directly connect into the roundabout �
6 should be located at least 125 feet from the roundabout along its entry leg.
Traffic and Circulation
VVMC /TOV Access on Frontage Road Analysis Results
Year 2035
VVMC and TOV Accesses are RIRO (in conjunction with the Proposed Roundabout)
AM Peak Hour
PM Peak Hour
LOS —
95th %
LOS —
95th %
Direction
Movement
Delay
Queue
Delay
Queue
sec
ft
sec
ft
Northbound
Right -turn
A — 3
45
A — 8
95
vvMc Access
Southbound
Right -turn
A — 4
35
A — 5
50
To v Access
Traffic and Circulation
Vail Road and Meadow Drive Analysis Results
Year 2017 - During East End Construction
AM Peak Hour
PM Peak Hour
5th
%
5th %
Approach
LOS —Delay
LOS —Delay
(sec)
Queue
(sec)
Queue
ft
ft
Eastbound
A — 7
50
B — 10
95
West Meadow Drive
Westbound
A— 10
55
A— 9
55
East Meadow Drive
Northbound
A — 8
55
B — 12
90
Vail Road
Southbound
A — 10
115
B — 11
100
Vail Road
Overall Intersection
A — 9
115 (max)
B -11
100 (max)
all vehicles
Traffic and Circulation
Proposed Roundabout on Frontage Road
• Not necessary upon VVIVIC master plan implementation in year
2018 if Evergreen Project does not develop at same time.
Will be necessary in 2018 if Evergreen project also redevelops
by 2018
• Per FHU build out analysis for all three projects (year 2035), a
2 -lane roundabout would provide acceptable traffic operations
(LOS B)
VVMC & Muni Site Access on Frontage Road
VVMC "First and Alone" Scenario
• Reconstruct the VVMC Access and median of Frontage Road to
a right -in /right -out configuration (left turns prohibited). Also add
an eastbound right turn deceleration lane.
• Create a short median opening to allow for inbound left- turning
emergency vehicle access directly to VVMC.
• At the same time, reconstruct the Municipal Access and median
of Frontage Road to a 3/4 configuration (left turns out allowed
but left turns in prohibited). Also add an outbound left turn
acceleration lane in the median.
• The "First and Alone" alternative will provide acceptable traffic
operations at both the VVMC and Municipal Access thru the year
2035.
Area Build -Out Scenario
• Reconstruct the median near access points to remove the left
turn accel lane for Municipal access.
• Done in conjunction with Frontage Road roundabout
construction.
• This would convert the Municipal Access to a right -in /right -out
configuration (left turns prohibited).
Traffic and Circulation
Vail Road and Meadow Drive Intersection
• The VVMC trips at this intersection will increase during the East
End construction due to the 69 parking spaces at the US Bank
Building being accesses via West Meadow Drive.
■ The increase in traffic at this intersection will only be 11% (AM)
and 8% (PM)
• There will not be a noticeable change in the LOS, delay, or
queuing at this intersection. No changes are recommended at
this intersection.
Traffic and Circulation
- - _ w V•
16
r
�A _ - a
vvmC
Frontage Road Access Study
VII. }.
Cdora�a * -S
cxn,m�a i
• 't
Traffic and Circulation
WSW 4
- — --------- —
plr"-# *,Tt
vvmC
Frontage Road Access Study
V4 cdomado
or --. I I
J
4W
Traffic and Circulation
RIjRO ,
b r..
3f 4
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nPTInKI 1
Q 40 SO
SCAIJ�f -W
325 Stall
Parking Structure
two
-4'
VON
1f v
I -0
A
r v
,w
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Traffic and Circulation
r ... maza
3/4
W211111+7,21f►a
TQ. 0
I.
325 Stall
Parking Structure
0 $0 SO
I r
fi Jftp*��
Traffic and Circulation
Fi13 i Ira1 i Wei
o as w
�d
gca� rao�
RI /RO
325 Stall
Parking Structure;
R
Sir r Rl /RO
`K
+ y
'4'r,
r+
`wl - _4
a
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1,
V4
Traffic and Circulation
` OPTION 3a
a 40 so
i
8GAL8 T D'
325 Still
Parking Structure
ti
RI/ Or`
r D' , RI }RO
4
Fw
J
AIL
Z'
4,
Traffic and Circulation
OIL
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SCALETIM
71. 1),
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-
Preliminary Draft Concept
7 --- r
Subject to Change
oft vm*
vvmC
rn
Traffic and Circulation
r.. ICA
6---
h
Traffic and Circulation
---- -- ---- --
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Traffic and Circulation
Traffic and Circulation
Traffic and Circulation
Is traffic and circulation appropriately addressed at
Master Plan level?
If not —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the
Master Plan to better clarify CUP review process?
Parking
VVMC's goal for Parking
Parking requirements for hospitals and medical facilities
Town's parking formula
• Based on SF
• Today would require 697 spaces
"Employee based" formula
• Based on number of employees, exam rooms and
patient beds
• Today would require 645 spaces
Parking
Existing Parking Situation
• 407 on -site spaces
• 92 "alternative" spaces
• 173 off -site leased spaces
• 672 total spaces
Range of spaces - 645/672/697
Why the "employee based" formula?
Parking
Master Plan Parking Solution
Need for 50 -60 additional spaces
All parking to be on -site
Total parking req. estimated at 730 -740 spaces
Parking provide via:
• "Alternative spaces"
• US Bank Building
• West lot surface spaces
• New structure at East Wing
d � :w
Parking
Is parking appropriately addressed at Master Plan
level?
If not —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the
Master Plan to better clarify CUP review process?
2
ot f`
41
N,
Building MassinglArchitecture
VVMC - MASTER PLAN DEVELOPMENT
•" L, -N�
ORTI-I(PEUC I&
STAWfJAdN?;!'
FF IN
ESTWING: CENTRAL
WING.
ORTHOPEDIC] I
INPATIENT EXISTING
4 STORIES 2/3 STORIES
!J A*
H
VISITOR
PARKING
MEDICAL
ROFESSIONA
BUILDING
3 STC21ES
EAST WING:
EMERGENCY/
IMAGING
3 STORIES
(IAN - _
Building Mass i ng/Arch itectu re
c�
Building Mass i ng/Arch itectu re
10 -1
IL
MATO
•�Pj
Building Mass i ng/Arch itectu re
Is building massing appropriately addressed at Master
Plan level?
If nest —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the Master
Plan to better clarify CUP review process?
Employee Housing
"employee housing impacts need only be mitigated for a
redevelopment that results in a greater number of
employees generated from an increase in net floor area"
• VVMC existing employee housing program
• Estimate of new employees from master plan expansion
• Estimate of employee housing requirement
• Off -site mitigation
Employee Housing
Is employee housing appropriately addressed at Master
Plan level?
If not —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the Master
Plan to better clarify CUP review process?
Middle Creek
Middle Creek
"VVMC will evaluate potential improvements to the
relationship of the parking lot to the creek corridor"
Expand language in Master to Plan to identify specific
measures that may include:
• Increased landscape buffer between parking area and
creek
• Direct parking lot drainage away from creek
• Installation of oil /sand separators or other means to
improve quality of water that leaves site
• Snow storage /management
• Outdoor spaces along creek
Middle Creek
Is Middle Creek appropriately addressed at Master Plan
level?
If not —
• What additional information is needed?
• Are changes to Master Plan necessary?
• Are additional "expectations" needed in the Master
Plan to better clarify CUP review process?
Next Steps
Summary of where we stand on today's discussion
Oct. 27th meeting - helipad
End of Presentation
Follow -up Questions from 9/22
LoT 2, ULoCK 1,
vALAKhMLV bq W4
As
S5= SA i MLA
FCODWLATE.
SMICTUIRd WT
2004 SU ILDI NG
1976 , BUILDING
1967 BUILDINGIS
yt" xmx Mr,0; rPL TE
'ISAAAL HtS
iE
CCN➢OS)
Ak
4F5T MFAnnw nRIVF rell), R()W)