HomeMy WebLinkAboutPermit Permanent Sign SN-15-35 - UVM MEDICAL CENTERPermit Number SN
City of South Burlington, Vermont
Application for Permanent Sign Permit
1)PWNERPL OF RECORD (Name as shown on deed, mailing address, phone and fax #)
12
2) APPLICANT (Name, mailing address, phone and fax
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0
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3) SIGN LOCATION (include business name, address, & phone #):
4) TAX PARCEL ID # (can be obtained at Assessor's Office) ANO— 001/4�
5) SIGN ERECTOR (Name, mailing address, phone and fax #): ter' ; !S
7) DATE OF ERECTION
8) SIGN DATA
WALL SIGNS (list size in sq. ft., illumination, & type FREE-STANDING SIGN (Z
such as panel or cut-out letter)
1 SIZE (in sq. ft.):
01-
OVERALL HEIGHT:
(0 PT X �_ Z --�
SIGNABLE WALL AREA (in sq. ft.): TYPE OF ILLUMINATION:
NOTE: 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 REVIEW APPROVAL (if applicable):
10) Applicant Signature: -;z,- Date:
11) Signature of Land/Building Owner: Date: 2 29 lr_
••..••••••••..••.•..••••.•••••••.•••••••.•••••.•••.••.•...•••.•.•.•.••.•..••..
Do not write below this tine
Fee: Application: Rejected ❑ Approved
Code Officer Signature: Date:
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M Larkin Realty
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Drawing prepared by. Drawing prepared for. I Rev #: Req#: Date: I Req. By: Draw, By: I Revision
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Location: Proj #: rtiE RUN
N•• See Regr
462 Shelburne Road 4265 University-Nermont M NLR Multiple P
Burlington VT 05401 Loc #: HEALTH NETWORK P See Re
=ile Path: 18 -- 214607 7 ABP See re ur
MMActive\ACCOUNTST'iFletcher Allen PartnersTroject 42651Locations118_Burlington VT_R4.cdr
4'-0"
T-7„
h 2,>= ■
SIDE A SIDE B
CUSTOM TEMPORARY DIF NON -ILLUMINATED POST & PANEL SIGN (17.0 SQ.FT.)
QTY 1 SCALE 14'=1'-0"
Message Panel:.090 Aluminum sign panel with break -formed at 900 on both sides to wrap around support
posts painted surface and applied vinyl message copy.
Support Posts: 2"x 2" Wolmanized Lumber, painted w/ "Azko Nobel Grip Guard" to match Pantone Cool Gray 10C.
Post Cap: Enclosed cap at top required, painted w/ "Azko Nobel Grip Guard" to match Pantone Cool Gray 10C.
Fasteners: Counter sunk screws applied on both side, painted to match Message panel.
STANDARD SPECS - SEE COLOR SPECIFICATION LIBRARY
EXISTING
PROPOSED
Drawing prepared by: Drawing prepared for. Rev #: Req#: Date: I Req. By: Drawn By: I Revision
• Ir r. 15-"
OCarIOn: PfOi III: - THE -
MA462 H N R aShelburne Road 4265 Multi le
UniversityefVermonturlington VT 05401 Loc #: HEALTH NETWORK 1 /1 See Re ile Path:18 - - 14 Seere u
:1Active\A000UNTS1FIFletcher Allen PartnerslProject 42651Locations118_Budington VT_R4.cdr
4x4 white
vinyl post
sleeves
I
4' 0"
THE
University ofVermont
MEDICAL CENTER
width of one double -sided sign panel may
vary depending on matching existing post
position.
Flat printed vinyl applied to
aluminum composite sign panel
COLORS SHOWN ON THIS PROOF WILL BE DIFFERENT FROM THE FINISHED
PRODUCT! WE CAN NOT BE HELD RESPONSIBLE FOR SIGN COLORS NOT
MATCHING PROOF. WE WILL PRINT EXACTLY WHAT IS HERE UNLESS YOU
TRUEST A CHANGE.
Before approving, examine the accuracy of information such as spelling, phone number,
colors, qty, etc. If no revisions are needed. please confirm. If revisions are needed. note such
on the email or call us at (802) 864-4791. We will email a revised layout for approval.
Title: UVMMC Temp Road Sign
Date: 7.28.2015
I Proof Version: 01
D
D
29 Myers Court - (802) 864-4791
GRAPHIC SCALE
0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
Oi
ARK' �0Cc" "
Required
Existina
Proposed
40,000
±73,557
±73,557
40
±26.6
±14.5
70
±69.5
±70.0
30
f37.9^
f57.4*
30
t54.9"'
f61.4*
50
f19.5"
f10*
30
f23.6^
f8*
10
f4.9
±10
35 (flat)
±25
f45*
ng dimension.
ling aim ension for which a waiver is being requested.
PARKING CALCULATIONS
Proposed GFA = 31,280 sf
Proposed Parking Spaces 117 spaces
NEW DRAINAGE 18
- // " ,//
MANHOLE �i �: �, BOTH SIDES OF/
/�� / /MEDIANS (4 TYP.);
-- 5 HELBURNE NEW CATCH
j D., SETBACK �� !�/ /r/
1-T-1 0 , , � � . // BASIN (TYP.)
Q-
N
� ST
Of ST / // // i_ ST
ST— —
�I I �� i / / , NST
EW 6" DR 35�
C� I +I / �/ PVC UND R DRAIN,// -/ NEW 15" HDPE /
COLLECTION LINE// �' �' '� DRAINAGE LINES
WITH CLE N 0� // '/, / . / / / .� .
X
LLJ
/
3-0
0
/_��% I j�'=%� �/D�
REPAIR SIDEWALK A_LIZ
//
ROADWAY AND // //•'
CURBING AS i I NEW 7' WIDE
NECESSARY TO I I
REMOVE EXISTING I II 16 LANDSCAPED, TYP. �� CURBED
I CURB CUTS (TYP.) ; `D -:- 37 MEDIANS
Ul
EX. CB1 I EXIST. 37 I 66'
RIM=203.6'
INV. OUT (8" PVC)=201.3' S — f 225,
�I - -G- - - -- - - -
EX. SMH1 2" DRISCO OE/T
RIM=204.1' —
INV. IN (10" VC)=200.9' APPROXIMATE EXISTING WATER `_________________
INV. IN (12" P-VC)=200.9' _- _ - _ _ SERVICE AND CURB STOP I oE�% PROPOSED 5' CONCRETE SIDEWALK--
OUT (12"' vc)=200-3' - I' REMOVE CURB STOP j AND CROSSWALK TO BE CENTERED
-I Ex. ce2 Ex. 10" vc SEWER MAIN —SS AND CAP LINE (TYP. — / _SS_ ON EXISTING SPEED TABLE S _
RIM=204.2' ii —
INV. IN (10' VC)=200.7' IFI -204.
INV. OUT (8" P=200.6' N RIM.=04.4' 6- HAD LEY R O A
INV. N (18" CMP)=199.7'
N EX. 2" WATER SERVICE
3= = p INV. IN 10" PVCZ 200.1' [ yy— —W
ci EX. H3 ST INV. OUT (18" CMP)=198. '' ST 'G — _�Z -------
N IINV.
_ RIM=204. EX. 25 MPH SIGN r---------------------- --- = -=
CO INV. IN (12" VC)=201.2'
INV. OUT (12" PVC)=201.2' � OE 0N�W INV. IN (6' PVC=201.2' � _
Ki
EX. C83 .�
RIM=204.3' �� W W PD
SO 8 C-900-07 DR18 C-900-07 DR1NV. OUT (6" HDPE)=201.6' /EXIST. NEW8"X6" WYE SPEED -
SPEED BUMPBUMPSEXIST. PROP S W�TER/SEWER CROSSING AHEAD NEW BIKE A
DETAIL SHEET C±72 NEW
W1 1-2
(TYP. FOR NEW 6" SDR 35 PVC SEWER SERVICE TO 30"x30"
3
ALL CROSSINGS) BE TIED INTO EX. SM . SLOPE=1 %4" PER _
1' MIN. REPAIR SIDEW LK AS NECESSARY.
3: NEW 12"x8" TAPPING RELOCATE POWER r �,
SLEEVE AND VALVE I I POLE, SPAN GUY PROPOSED -t 10, 560 SF
AND ANCHOR POLE I COMMERCIAL NEW
NEW 12' BUILDING (WEST SIDE OF W16-7P
MOUNTED METAL 24"x12"
a,� RT 7) 14.5� NORTH. I OFFICE BUILDING WITH
i HAI Ir1F 11(,NT � 7E