HomeMy WebLinkAboutPermit Permanent Sign SN-15-12 - UVM MEDICAL CENTER-1-11—
Permit Number SN-� 1
City of South Burlington, Vermont
Application for Permanent Sign Permit
1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
PPL 462 Shelburne Road, LLC 462 Shelburne Road, Burlinqton, VT 05401
Tel# 660-6805 Fax# 660-6868
2) APPLICANT (Name, mailing address, phone and fax #) PPL 462 Shelburne Road
Mailing address: 462 Shelburne Road Burlington, VT 05401
Tel# 660-6805 Fax# 660-6868
3) SIGN LOCATION (include business name, address, & phone #):
462 Shelburne Road. South Burlington, VT Tel#660-6805 Fax#660-6868
4) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-00462
5) SIGN ERECTOR (Name, mailing address, phone and fax #):
Wood & Wood Signs 96 Carroll Road Waitsfield, VT 05673
7) DATE OF ERECTION May 15, 2015
8) SIGN DATA
WALI, SIGNS (list size in sq. ft., illumination, & type
such as panel or cut-out letter)
FREE-STANDING SIGN
Yes
1.
_
SIZE (in sq. ft.): ,
Plan attached with dimensions
2•
OVERALL HEIGHT:
SIGNABLE WALL AREA (in sq. ft.):
48"
TYPE OF ILLUMINATION:
LED Flex Strips
NUT : A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and
noting the dimensions of each sign.
9) DATE OF DESIGN REVIE APPR AL (if applicable):
10) Applicant Signature: Date: % l�
11) Signature of Land/Building Owner: Date: ; Z%
Do not write below this line
s�
Fee: Application: R ' cted Approved
Code Officer Signature: Date:
o /�"
mR
'i TBD
PVC CONSTRUCTED SIGN CABINET WITH INTERIOR WOOD FRAMING SUPPORTS;
x
ALL COLORS TBD
1 /2" THICK CUTOUT ACRYLIC LETTERS PAINTED OFF WHITE ( COLOR TBD)
1/8" THICK WHITE DIBOND ALUMINUM TENANT PANELS;
APPROVED
MATTE BLACK VINYL LETTERS
DATE
notes
# 211 O
462
SHELBURNE ROAD
MAIN ROAD SIGN
QTY = ONE
WHITE 2 FAGED EXTERIOR
STRIPS FREESTANDING
ROAD SIGN
client
PIZZACALLI
scale
1' =1 FOOT
file name
462 SHELBURNE R3
date
03/20/15
drawing
0mD/JMHD
WOOD & WOOD
DESIGN • SIGN SYSTEMS
INTERIORS • DECORATIVE ARTS
99 CAR BALL RWII
V'1ITSFIELD. 1'ERV,ORT 05h'S
.4 & Ih
802-496-3000
802-496-7916 FAX
woodwood@madriver.com
J
PIZZAGALLI PROPERTIES, LLC
T R A N S M I T T A L
346 Shelburne Road, Suite 601
Burlington, Vermont 05401
T 802.660.6800 F 802.660.6868
www.pizzagalliproperties.com
To
Mr. Ray Belair
From
Bob Bouchard
Address
Administrative Officer
Date/Time
4-2-2015
City of South Burlington
Subject
462 Shelburne Road
575 Dorset Street
Sign Permit Application
South Burlington, VT 05403
Enclosed
Quantity Code
1 Executed sign permit application
1 Rendering of sign
1 Site plan showing location of sign
1 Application fee Check # 1462 for $55.00
Remarks
Codes:
A FOR INITIAL APPROVAL
F
QUOTATION REQUESTED
K
LETTER FOLLOWS
B FOR FINAL APPROVAL
G
APPROVED
L
FOR FIELD CHECK
C APPROVED AS NOTED - RESUBMISSION REQUIRED
H
FOR APPROVAL
M
FOR YOUR USE
D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED
I
AS REQUESTED OR REQUIRED
N
SEE REMARKS
E DISAPPROVED - RESUBMIT
J
FOR USE IN ERECTION
ray
)m: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com>
bent: Wednesday, April 08, 2015 1:11 PM
To: ray
Subject: RE: 462 Shelburne Road
That is confirmed. We will keep it V off the ROW. Thank you Ray.
Robert Bouchard
Pizzagalli Properties, LLC
346 Shelburne Road, Suite 601
Burlington, VT 05401
T. 802.660.6805 F.802.660.6868
bbouchardC@_pizzagalliproperties. corn
NOTICE: Our website can now be viewed at www.pizza.galliproperties.com.
From: ray [mailto:ray@sburl.com]
Sent: Wednesday, April 08, 2015 1:00 PM
To: Bob Bouchard
Subject: 462 Shelburne Road
Bob,
�fave reviewed your sign application and it appears that it will be placed immediately adjacent to the ROW. There is a
one (1) foot setback requirement for the sign. Please confirm that it will be placed no closer than one (1) foot from the
ROW. Thanks.
Ray Belair
Administrative Officer
City of So. Burlington
575 Dorset Street
So. Burlington, VT 05403
802-846-4106
www.sburl.com
www.sbpathtosustainability.com
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or
prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City
business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your
cooperation.
ARKIi
GRAPHIC SCALE
0 10 20 40
( IN FEET )
I inch = 20 ft.
Required
Existing
Proposed
40,000
±73,557
±73,557
40
f 26.6
f 14.5
70
±69.5
±70.0
30
f 37.9""
f 57. 4*
30
t54.9
f61.4*
50
t19.5
t10*
30
f23.6"
t8*
10
t4.9^'
±10
35 (flat)
±25
f45*
so
ng dimension.
ling dimension for which a waiver is being requested.
PARKING CALCULATIONS
Proposed GFA = 31,280 sf
Proposed Parking Spaces = 117 spaces
A ll - - -1: _._ — Z -7 ........ /1 nnn _4 (-C A
NEW DRAINAGE
MANHOLE {I
IU ,n L
N
w{ U
{ � � X{
w
� II
REPAIR SIDEWALK, —
ROADWAY AND f
CURBING AS i
NECESSARY TO
{ { REMOVE EXISTING
CURB CUTS (TYP.) ;
EX. CB1 —
RIM=203.6'
I INV. OUT (8" PVC)=201.3'
{ EX. SMH1
RIM=204.1'
y I\ INV. IN (10" VC)=200.9'
INV. IN (12" PVC)=200.9'
OUT (12" VC)=200.3'
EX. CB2
—
�-
II 2RIM=204.2E'
II1V00NV. N (10'
VC
INV. OUT (8" P=200.6'
X3
Uj E. H'
—
RIM=204.
N INV. IN (12" VC)=01.2'
INV. OUT (12" PVC-201.2'
N�W INV. IN (6" PVC)=201.2'
EX. CB3 —
RIM=204.3'
{NV- OUT (6" HDPE)=201.6'.
8" C-900 w
W�TER/SEWER CROSSING
DETAIL SHEET C�2
(TYP. FOR
{ ALL CROSSINGS)
3 NEW 12"x8" TAPPING
SLEEVE AND VALVE
NEW 12' BUILDING —
MOUNTED METAL
r "T HALIDE LIGHT
IOAS I
-- I 5 '/ HELBURNE
D SETBACK
°'� j
,M �
STST ST
//.
!-�, BOTH SIDES OF
� j,
MEDIANS (4 TYP)
NEW CATCH
BASIN (TYP.)
rrTL
ST �
L0� NEW 6" DR 35'�
-H PVC UNDER DRAIN / �, �/ "" NEW 15" HDPE
COLLECTION LINE/; DRAINAGE LINES/� j
WITH CLE�N 0
A
cv
18,
{I NEW 7' WIDE
16' TYP. LANDSCAPED,
�{ 10 37' CURBED
MEDIANS
7' /
% " /X
�I SJ Op
ExIST. _ 37 — 66' — —
_ — G _ G f 225'
—G-
2" DRISCO OE/T —
{I
EX. 10" VC SEWER MAIN _
'. FEX. DMH2
RIM=204.4E
INV. N (18" CMP)=199.7
D INV. IN 10" PVCL--200.1
INV. OUT (18" CMP)=19
APPROXIMATE EXISTING WATER `________________________ _.
SERVICE AND CURB STOP oElj PROPOSED 5' CONCRETE SIDEWALK
REMOVE CURB STOP / AND CROSSWALK TO BE CENTERED
SS AND CAP LINE (TYP. —SS_ ON EXISTING SPEEDYTABLEHADLEY ROFW
_ EX. 2" WATER SERVICEST =EX. 25 MPH SIGN r---------
/
`%% o�h� � / i NEWNYDRAI��
�—
— — —
C-900-07 DR18 C-900-07 DR1
s
/ � 8"X6" WYE �
EXIST. NEW SPEED
SPEED BUMP
BUMPS EXIST. PROF
AHEAD BIKE
NEW
W11-2
NEW 6" SDR 35 PVC SEWER SERVICE TO 30"x3o" 0
_
BE TIED INTO EX. SM 3. SLOPE=1 /4 PER_
{
1' MIN. REPAIR SIDEW LK AS NECESSARY.
{
RELOCATEPROPOSED ± 1 Oy 560 SF '
POLE, SPAN GUY
{
AND ANCHOR POLE
COMMERCIAL NEW
(WEST SIDE OF W16-7P
-H RT 14.5E NORTH. { OFFICE BUILDING WITH 24"x12"
o
I
+II COORDINATE WITH NEW 10'--�
/l Al clrn%nnr T# s r% r—r— r—I