HomeMy WebLinkAboutPacket
ADLS/ADLS AMENDMENT APPLICATION
Architectural Design, Lighting, Landscaping and Signage
ADLS Fees: $834.00 plus $111.00 per acre
ADLS AMEND Fees: Sign only: $277.50, plus $55.50/sign
Building/Site: $556.00, plus $55.50/acre
-.- - ~.,
ADLS
"
J\" "
DOCKET NO. 07060022 ADLS Amend ~l
RECt7ffEL?
Received Date Stamp: ,I: .
DATE: 6/14/07
v ADLS/Amend
Checked By
DP Attached
Previous DP? Yes
No
Name of
Project:
10330 North Meridian Street
Type of
Project:
Modifications to exterior wall signs, monument sign, and various directional signs to replace
with St. Vincent Health name and logo or add St. Vincent Health name and logo (as appropriate)
Project
Address:
10330 North Meridian Street, Indianapolis, Indiana 46280
Project Parcel ill #: ~ ~ - ~ l... - ~ ~ - .Q....Q... - ~.Q... - .Q...l... ~ . .Q....Q...!'-
1 6 - 1 3 - 1 1 - 0 0 -0 0 - 0 3 6 .0 0 8
Legal
Description: (please use separate sheet and attach) see the attached Exhibit A
Name of
Applicant: St. Vincent Health, Inc.
Applicant Address: 8425 Harcourt Road, Indianapolis, IN 46260
Contact Person: DouQlas J. Kochell Telephone: (317) 977-1412
Fax No. (317) 633-4972 Email: dkochell~hallrender.com
Name of
Landowner: Carmellndv Properties, LLC. et al. Telephone:
c/o Exchangepoint Property Management, LLC
Landowner Address: 450 North Roxbury Dr., Suite 1050. Los AnQeles. CA 90067
Plot Size: (1) 12.3 acres (2) 10.93 acres Zoning Classification: 8-6
Revised: 12/29/2006
S: \FORMS\PC Applications - current \2007 pc applications\ADLSAMEN .AP? 2007. doc
1
Present Use
of Property: Office Buildinq
Proposed Use
of Property: same
New Construction? Y es_No~
NewIRevised Sign? Yes~No_
Remodeled Construction: Yes_No~
New Parking? Y es_No~
New Landscaping? Yes_No~
Note that required fees are due after the application has received a docket number, and not at
the time of application submittal. Do NOT bring application fees at the time of submittal
Revised: 12/29/2006
S:\FORMS\PC Applications - current\2007 pc applications\ADLSAMEN.APP 2007.doc
2
Parkine:
No. of Spaces Provided:
No. Spaces Required:
Desie:n Information
Type of Building:
No. of Buildings:
Square Footage:
Height:
No. of Stories_
Exterior Materials: Colors:
Maximum No. of Tenants: Type of Uses:
Water by: Sewer by:
LIGHTING
Type of Fixture:
Height of Fixture:
No. of Fixtures: Additional Lighting:
* Plans to be submitted showing Foot-candle spreads at property lines, per the ordinance.
SIGNAGE
No. of Signs: 16
wall-mounted, monument,
Type of Signs: and directional
Location(s): see index, Page 1 of Sign Plan
Dimensions of each sign: see the attached Exhibit 8
Square Footage of each sign: see the attached Exhibit 8
Total Height of each sign: monument #1 = 8'6"; monument #7 = 3'0"
LANDSCAPING
* Plans to be submitted showing plant types, sizes, and locations
********************************************
I the undersigned, to the best of my knowledge and belief, submit the above
information as true and correct.
Signature of
Revised: 12/29/2006
S:\FORMS\PC Applications - current\2007 pc applications\ADLSAMEN.APP 2007.doc
3
APPliC~ ~
St. Vincent Health, Inc.
by DouQlas J. Kochel!
(Print)
*******************************
Title:
Attorney for Applicant
Date:
6/14/08
SS:
County,
and acknowledged the
June , 20~
State of Indiana,
County of Marion
Before me the undersigned, a Notary Public for Boone
State of Indiana, personally appeared DouQlas J. Kochel!
execution of the foregoinSin ment this 14th day of
mmission Expires: 08/01/08
. ' Notary Public
CITY OF CARMEL AND CLAY TOWNSHIP
DEPARTMENT OF COMMUNITY SERVICES (DOCS)
1 Civic Square, Carmel, IN 46032 (3rd floor) 571-2417
ARCHITECTURAL DESIGN, LIGHTING SIGNAGEREVIEW (REVIEW/APPROV AL)
Procedure for Plan Commission
For Business Zones, U.S. 31 Meridian Street Corridor, U.S. 431 Keystone Avenue Corridor
and the U.SA21 Michigan Road Corridor
1. Allow plenty of time for review and approval process (approximately .two (2)
months).
2. Discuss proposed project with DOCS staff (please call for an appointment to discuss
review procedure and appropriate dates) first week of the month, works the best to
begin a project.
3. INFORMATION NEEDED for formal DOCS staff and Plan Commission review:
a. Two copies of formal application with required information
b. Two copies of legal description
c. Two location maps showing location of subject site, zoning and existing land
uses of all adjacent properties.
d. Two copies of a detailed site development plan showing:
1) Detailed drainage plan with drainage calculations. If project is in Clay
Township, take to Kent Ward, County Surveyor (776-9626) and John South,
U.S. Soil Conservation Service (773-1406). If project is in City of Carmel,
discuss with Kate Boyle, City Engineer at 571-2441..
2) Lighting plan
- footcandle limits
Revised: 12/29/2006
S: \FORMS\PC Applications - current \2007 pc applications\ADLSAMEN .APP 2007. doc
4
EXHIBIT "A"
Legal Description
Part of the West Half of Section 11, Township 17 North, Range 3 east in Hamilton
Country, Indiana being more particularly described as follows:
Commencing at the Northwest corner of the Northwest Quarter of the said Section 11,
Township 17 North, Range 3 East; thence North 89 degrees 12 minutes and 45 seconds
East (assumed bearing) along the North line of said Northwest Quarter a distance of
1703.15 feet; thence south 00 degrees 47 minutes 15 seconds East a distance of 16.50 feet
to the Southwesterly right-of-way line of U.S. #31 as per plans for Project I.S.H.C.
Project No. ST F-222(9) dated 1973; thence South 78 degrees 38 minutes 19 seconds
East, along said right-of -way line a distance of 218.74 feet to a curve having a radius of
22773.31 feet, the radius point of which bears North 89 degrees 48 minutes 13 seconds
West; thence Southerly along said curve and West right-of-way line of U.S. #31 a
distance of 771.69 feet to a point of which bears south 87 degrees 51 minutes 40 seconds
East from said radius point; thence South 02 degrees 08 minutes 20 seconds West along
said right-of-way line a distance of 328.86 feet to the Beginning Point; thence continuing
South 02 degrees 08 minutes 20 seconds West along said right-of-way line a distance of
327.75 feet to a curve having a radius of 23063.31 feet, the radius point of which bears
south 87 degrees 61 minute 40 seconds East; thence Southerly along said curve and West
right-of-way line a distance of 466.90 feet to a point which bears North 89 degrees 01
minutes 16 seconds West from said radius point (said point also being on a curve having
a radius of 1974.00 feet, the radius point of which bears North 01 degree 04 minutes 19
seconds West; thence Westerly along the arc of said curve distance of 174.39 feet to the
point of reverse curvature of a curve having a radius of 2026.00 feet, the radius point of
which bears South 03 degrees 59 minutes 23 seconds West; thence Westerly along the arc
of said curve a distance of 180.32 feet to a curve having a radius of 40.00 feet the radius
point of which bears North 01 degree 06 minutes 35 seconds West; thence Northwesterly
along the arc of said curve a distance of 48.06 feet to the point of reverse curvature of a
curve having a radius of 165.00 feet, the radius point of which bears south 67 degrees 43
minutes 49 seconds west; thence Northwesterly along the arc of said curve a distance of
130.56 feet to the point of reverse curvature of a curve having a radius of 40.00 feet, the
radius point of which bears North 22 degrees 23 minutes 35 seconds East; thence
Northwesterly along the arc of the said curve a distance of 45.74 feet to the point of
compound curvature of a curve having a radius of 185.00 feet, the radius point of which
bears North 87 degrees 54 minutes 18 seconds East; thence Northerly along the arc of
said curve a distance of 110.89 feet to a point which bears North 57 degrees 45 minutes
00 seconds West from said radius point; thence North 32 degrees 15 minutes 00 seconds
East a distance of 297.48 feet to a curve having a radius of261.00 feet, the radius point of
which bears North 57 degrees 45 minutes 00 seconds West; thence Northerly along the
arc of said curve a distance of 146.91 feet to a point which bears North 90 degrees 00
minutes 00 seconds East from said radius point; thence North 00 degrees 00 minutes 00
seconds East a distance of 144.15 feet; thence North 90 degrees 00 minutes 00 seconds of
593.75 feet to the Beginning Point.
ALSO:
Part of the Northwest Quarter of Section 11, Township 17 North, Range 3 East in
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Northwest corner of the said Northwest Quarter Section; thence on
an assumed bearing of North 89 degrees 12 minutes 45 seconds East along the North line
of the said Northwest Quarter Section a distance of 1320.00 feet; thence South 00 degrees
00 minutes 00 seconds West, parallel with the West line of the said Northwest Quarter
Section, a distance of 65.00 feet; thence North 89 degrees 05 minutes 48 seconds East a
distance of 597.86 feet to the West Right-of Way line U.S.31 (North Meridian Street) and
a curve having a radius of 22773.31 feet, the radius point of which bears North 89
degrees 48 minutes 01 seconds West; thence Southerly along said West right-of-way line
an arc distance of 770.45 feet to a point which bears South 87 degrees 51 minutes 40
seconds East from said radius point; thence South 02 degrees 08 minutes 20 seconds
West along said West right-of-way line a distance of 264.82 feet to the POINT OF
BEGINNING; thence continuing South 02 degrees 08 minutes 20 seconds West along
said right-of-way line a distance of 64.04 feet; thence South 90 degrees 00 minutes 00
seconds West a distance of 593.75 feet to the Easterly Right-of-Way line for Illinois
Street per Warranty Deed recorded as Instrument Number 9202819 in the Office of
Recorder of Hamilton County, Indiana; thence North 00 degrees 00 minutes 00 seconds
East along said East right-of-way line a distance of 64.00 feet; thence North 90 degrees
00 minutes 00 seconds East a distance of 596.14 feet to the Beginning of Point.
ALSO:
Part of the West Half of Section 11, Township 17 North, Range 3 East in Hamilton COWlty,
Indiana, being more particularly described as follows:
Commencing at the Northwest comer of the Northwest Quarter of said Section 11, Township 17
North, Range 3 East; thence North 89 degrees 12 minutes 45 seconds East (Assumed Bearing)
along the North line of said Northwest Quarter a distance of 1703.15 feet; thence South 00
degrees 47 minutes 15 seconds East a distance of 16.50 feet to the Southwesterly right-of-way
line of U.s. #31 a per plans for lS.H.C. Project No. St F-222 (9) dated 1973; thence South 78
degrees 38 minutes 19 seconds East, along said right-of-way line a distance of 218.74 feet to a
curve having a radius of 22773.31 feet, the radius point of which bears North 89 degrees 48
minutes 13 seconds West; thence Southerly along said curve and West right-of-way line of U.S.
#31 a distance of 771.69 feet to a point which bears South 87 degrees 51 minutes 40 seconds
East from said radius point; thence South 02 degrees 08 minutes 20 seconds West along said
right-of-way line a distance of 656.61 feet to a curve having a radius of 23063 .31 feet, the radius
point of which bears South 87 degrees 51 minutes 40 seconds East; thence Southerly along said
curve and West right-of-way line a distance of 491.51 feet to the North line of a tract of land
conveyed to the Pilgrim Lutheran Church of Indianapolis, Incorporated, recorded April 15, 1976,
per Corporate Warranty deed in Deed Book 287, pages 832 and 833, in the Office of the
Recorder of Hamilton County, Indiana, (said point being North 89 degrees 04 minutes 56
seconds West from said radius point); thence South 89 degrees 06 minutes 10 seconds West
along the said North line a distance of 612.98 feet; thence South 00 degrees 08 minutes 07
seconds West a distance of 300.47 feet; thence South 89 degrees 06 minutes 10 seconds West a
distance of 45.81 feet to the Beginning point; thence South 02 degrees 29 minutes 47 seconds
East a distance of 99.79 feet to a curve having a radius of815.00 feet, the radius point of which
bears south 87 degrees 30 minutes 13 seconds West; thence southerly along the arc of said curve
a distance of 172.66 feet to the point of reverse curvature of a curve having a radius of 1085.00
feet, the radius point of which bears South 80 degrees 21 minutes 28 seconds East; thence
Southerly along the arc of said curve a distance of 179.98 feet to a point which bears North 89
degrees 51 minutes 25 seconds West from said radius point; thence South 00 degrees 08 minutes
35 seconds West a distance of 132.88 feet to a curve having a radius of 135.00 feet, the radius
point of which bears North 89 degrees 51 minutes 25 seconds West; thence Southwesterly along
the arc of said curve a distance of 211.71 feet to a point which bears South 00 degrees 00
minutes 00 seconds West from said radius point; thence North 90 degrees 00 minutes 00 seconds
West a distance of313.18 feet to a curve having a radius of300.00 feet, the radius point of which
bears North 00 degrees 00 minutes 00 seconds West; thence Westerly along the arc of said curve
a distance of 119.05 feet to a point which bears South 22 degrees 44 minutes 15 seconds West
from said radius point; thence North 67 degrees 15 minutes 45 seconds West a distance of 26.05
feet to a curve having a radius of 40.00 feet, the radius point of which b.ca:@ North 22 degrees 44
minutes 15 seconds East; thence Northwesterly along the arc of saili curve a distance of 59.74
feet to the point of reverse curvature of a curve having a radius of715.00 feet, the radius point of
which bears North 71 degrees 41 mintues 19 seconds West; thence Northerly along the arc of
said curve a distance of 228.51 feet to a point which bears North 90 degrees 00 minutes 00 '
seconds East from said radius point; thence North 00 degrees 00 minutes 00 seconds East a
distance of 130.55 feet to a curve having a radius of 485.00 feet, the radius point of which bears
North 90 degrees 00 minutes 00 seconds East; thence Northeasterly along the arc of said curve a
distance of 422.68 feet to a point which bears North 40 degrees 03 minutes 58 seconds West
from said radius point; thence North 49 degrees 56 minutes 02 seconds East a distance of 125.79
feet to a curve having a radius of 40.00 feet, the radius point of which bears South 40 degrees 03
minutes 58 seconds East; thence Easterly along the arc of said curve a distance of 55.05 feet to
the point of reverse curvature of a curve having a radius of 165.00 feet, the radius point of which
bears North 38 degrees 47 minutes 13 seconds East, thence Easterly along the arc of said curve a
distance of 195.77 feet to the point of reverse curvature of a curve having a radius of 40.00 feet,
the. radius point of which bears South 29 degrees 11 minutes 31 seconds East, thence Easterly
along the arc of said curve a distance of 63.94 feet to the point of compound curvature of a curve
having a radius of 335.00 feet, the radius point of which bears South 62 degrees 23 minutes 28
seconds West; thence Southeasterly along the arc of said curve a distance of 146.83 feet to a
point which bears North 87 degrees 30' minutes 13 seconds East from said radius point and the
Beginning Point.
ALSO:
Part of the West half of Section 11, Township 17 North, Range 3 East in Hamilton County,
Indiana being more particularly described as follows:
Commencing .at the Northwest comer of the Northwest Quarter of Section II, Township 17
North, Range 3 East; thence North 89 degrees 12 minutes 45 seconds East (assumed bearing)
along the North line of said Northwest Quarter a distance of 1703.15 feet; thence south 00
degrees 47 minutes 15 seconds East a distance of 16.5_0 feet to the Southwesterly right-of-way
line of U.S. #31 as per plans for I.S.H.C. Project No. St F-222(9) dated 1973; thence South 78
degrees 38 minutes 19 seconds East along, said right-oi-way line a distance of218.74 feet to the
west right of way line of U.S. #31 on a curve having a radius of22773.31 feet, the radius point of
which bears North 89 degrees 48 minutes 13 seconds West; thence Southerly along said curve
and West right-of-way line of U.S. #31 an arc distance of 771.69 feet to a point which bears
South 87 degrees 51 minutes 40 seconds East from said radius point; thence South 02 degrees 08
minutes 20 seconds West along said right-of-way line a distance of 656.61 feet to a curve having
a radius of 23063.31 feet, the radius point of which bears South 87 degrees 51 minutes 40
seconds East; thence Southerly along said curve and West right-of-way line an arc distance of
491.51 feet to a point which bears North 89 degrees 04 minutes 56 seconds West from said
radius point, thence South 89 degrees 06 minutes 10 seconds West parallel with the South line of
said Northwest Quarter Section a distance of 612.98 feet; thence South 00 degrees 08 minutes 07
seconds West a distance of 29.85 feet to the Beginning Point; thence continuing South 00
degrees 08 minutes 07 seconds West a distance of 316.20 feet; thence North 89 degrees 06
minutes 10 seconds East parallel with the South line of said Northwest Quarter Section a distance
of 53.40 feet; thence South 00 degrees 09 minutes 10 seconds West a distance of 330.05 feet;
thence South 89 degrees 06 minutes 10 seconds West parallel with the South line of said
Northwest Quarter Section a distance of 88.30 feet to a point on a curve having a radius of
1055.00 feet the radius point of which bears South 85 degrees 45 minutes 37 seconds East;
thence Northerly along said curve an arc distance of 99.48 feet to the point of curvature of a
reverse curve having a radius of 845.00 feet the radius point of which bears North 80 degrees 21 '
minutes 28 seconds West; thence Northerly along the arc of said curve a distance of 179.02 feet
to a point which bears North 87 degrees 30 minutes 13 seconds East from said radius point;
thence North 02 degrees 29 minutes 47 seconds West a distance of 99.79 feet to the point of
curvature of a curve having a radius of 365.00 feet the radius point of which bears South 87
degrees 30 minutes 13 seconds West; thence Northwesterly along said curve an arc distance of
191.26 feet to the point of curvature of a reverse curve having a radius of 40.00 feet the radius
point of which bears North 57 degrees 28 minutes 53 seconds East; thence Northerly along said
curve an arc distance of 42.63 feet to the point of curvature of a reverse curve having a radius of
165.00 feet the radius point of which bears North 61 degrees 27 minutes 18 seconds West; thence
Northeasterly along said curve an arc distance of 24.46 feet to the point of curvature of a reverse
curve having a radius of 40.00 feet to the radius point of which bears South 69 degrees 56
minutes 59 seconds East; thence Northeasterly along said curve an arc distance of 48.21 feet to a
point which bears North 00 degrees 53 minutes 50 seconds West from said radius point; thence
North 88 degrees 53 minutes 36 seconds East a distance of29.01 feet to the Beginning Point.
ALSO:
And those easements and rights set out and described in Declaration of Covenants IUld Easements
by Meridian 465 Associates, L.P., dated August 24, 1990 and recorded August 31, 1990 as
Instrument No. 9021705 and amended by Easement Relocation recorded June i24, 1992 as
Instrument No. 9223780 and further amended by a Limitation of Declared Easements recorded
November 23, 1994 as Instrument No. 94-48443.
Exhibit B
Signage
Sign # Type of Sign Location Dimensions Sq. Footage I
1 monument front entry copy = 1'6" H x 7'6" W 11.5 I
2 directional see index, Page 1 of Sign Plan face = 33-1/8" H x 42-1/8" W 10.5
3 directional see index, Page 1 of Sign Plan face = 32-15/16" H x 42-1/8" W 10.5
4 directional see index, Page 1 of Sign Plan face = 33" H x 42" W 10.5
5 directional see index, Page 1 of Sign Plan face = 33 1/16" H x 42 1/16" W 10.5
6 directional see index, Page 1 of Sign Plan face = 33" H x 42" W 10.5
7 monument rear face = 12-1/2" H x 6'6" W 8.0
8 directional see index, Page 1 of Sign Plan face = 26-1/2" H x 33-3/4" W 8.8
9 directional see index, Page 1 of Sign Plan face = 26-1/2" H x 33-3/4" W 8.0
10 directional see index, Page 1 of Sign Plan face = 26-1/2" H x 33-3/4" W 8.0
11 directional see index, Page 1 of Sign Plan face = 26-1/2" H x 33-3/4" W 8.0
12 directional see index, Page 1 of Sign Plan face = 26.1/2" H x 33-3/4" W 8.0
13 wall-mounted front entrance face = 25" H x 13'0" W 27
14 wall-mounted rear entrance face = 25" H x 13'0" W 27
15 wall-mounted NE elevation face = 3'.2 1/4" H x 31'4"W 100
16 wall.mounted SE elevation face = 31'.10 %" H x 38' 4" W 150
-
Page:
Notes:
. Colors shown are representative only, and are not intended
for purposes of exact matching.
Sign:
1 of 5
Plan
- #10 - SfF Directional
#7 - OfF Rear Monument (p4)
- #6 - OfF Directional (p4)
- #9 - SfF Directional
#15 - NE Elevation Wall Mount
#16 - SE Elevation Wall Mount
#8 - OfF Directional (p4)
-#14 - Rear Entrance Wall Mount
- #13 - Front Entrance Wall Mount
-#17 SiF
(Handicap)
#'13 - SiF
tReSf:7fVerJ)
#1 - OfF Front Monument (p2)
#2 - SfF Directional (p3)
#3 - SfF Directional (p3)
#4 - SfF Directional (p3)
- #5 - SfF Directional (p3)
#11 - SfF Directional
#12 - SfF Directional
Data - Copyright @ 1986-2006 IMAGIS.
Additional Copyright @ 1986-2006 City of Indianapolis - Marion County.
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer:
STALEY SIGNS, INC.
51. Vincent & Thomson
Project:
Exterior Directional
5ignage Locations
Drawn: 06/11/2007 By; VA. Roemer Pre.ApprovaIOl-06/13/2007
Sign;
Page
1 of 5
Plan
N. T. S.
P. O. Box 515
Indianapolis, IN 46206
Tel: 317.637.4567 . Fax: 317.221.0123
www.staleysigns.com
Scale:
Page:
2of5
01
~fr
i '
~
I
r .k
...
~".lh,~Jl('..Jt.~ .~~ '#'#'~jK,.<td~~l";~"":f,'Jl.Ji1.
'~'l
IlM' "E.RlDIAN'.,'. I
at4.85 " 1
l Sign:
f
w.,~' i~
~
~l..
... !"!"
, ~
"'"'~.
'-';
T-11~"
Sign #1 - DfF Front Monument
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer: S V. t & Th Notes:
t. Incen omson Page. Colors shown are representative only, and are not intended
2 of 5 for purposes of exact matching.
01
STALEY SIGNS, INC.
P. O. Box 515
Indianapolis, IN 46206
Tel: 317.637.4567 . Fax: 317.221.0123
www.staleysigns.com
Project:
Sign #01 - Double-Faced
Front Entry Monument (Proposed)
Drawn: 06/11/2007 By: VA. Roemer Pre-ApprovaI01.06/1312007
Sign:
Scale:
%" - 1'-0"
Page:
3of5
02-05
Notes:
. Colors shown are representative only. and are not intended
for purposes of exact matching.
Sign:
l 61/8"
Q)
u
1Il
LL 2%"
<0 (Typ.)
--
.,...
("<)
("<)
J
~ 42 1/8" Face -l
1-~1 StYincent HEALTH
10330 N. Meridian
.. Visitor Entrance
tJo..Employee Parking
t Deliveries
142 1/8" Faoo 1
.. ~ St.Vincent HEALTH
Employee Parking ii
Deliveries \
t THCZ!;!s7b~'::t}
5%" I
Q)
U
1Il
LL
(0
.,...
--
LO
N
("<)
L
1X
~
Sign #2 - D/F Directional
Sign #3 - S/F Directional
42"FaCe~
----~
. .
142 1/16" Face--l
n 1'1 ""iV~'1 ','i'1..*'
,A.~,,~~t~;:: ...,<~'~>~",.
1rl~!,St.Vjncent H E/ ~:f'~w'
; '. ,~a30.N~efl(:han ....~
:;t,..., V!.Stto;' s,ntLanp~ ;,,,1
t Einployee;'P .
} t""beiiteries'
<i',~' "
6" I
Q)
U
1Il
LL
(0
.,...
--
.,...
5%"
.. ~ St.Vincent HEALTH I
Employee Parking
ti! Deliveries \
t TH?m!;1.f,'?v.'V
Q)
U
1Il
LL
M
("<)
~
'Ii:
!:
Sign #4 - S/F Directional
Sign #5 - S/F Directional
This rendering is @ Staley Signs, Inc" submitted for use in connection with the stated project Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer:
STALEY SIGNS, INC.
1>. 0 . Boxsi 5
Indianapolis, IN 46206
Tel: 317.637.4567' Fax: 317.221.0123
www.stateysigns.com
St. Vincent & Thomson
Page
3of5
02-05
Project:
Sign #02-05 - Various
Directional Signs (Proposed)
Drawn: 06/11/2007 By: VA. Roemer Pre.ApprovaI01-06/13/2007
Sign:
Scale:
Y:z" = 1'-0"
Notes:
. Colors shown are representative only, and are not intended
for purposes of exact matching.
42" Face -I
~.'W.....';iiJW,".~' ,~~,.~,...: ......'"
9'.., ,~ "', ~ 18 !! ,,!i:_~ffi
~-~ ~~~. Vi~CCrJ,t,';HEA'f~~" '
w,V& ~\~ f.~ tO~30 t+i,. ryI~r!di~n
. !l,!,', i'.' ", " ",. "~' ~ "'''.',l!'
Q) 2%" fP "~. ~1. n, ~ ~ ~ m
~ "'~Vlsltor Entrance" ~,w
LL (Typ.) .~~-;"'""ra:: ~.!fh, i!I';;'~'. ,it: 1%1
~ ~-+;;'" Deliveries l~
I i,',.;" ,.- :" /::,.;. .: ". .:' . "
~!f'_
'~I!:i'{;<-"
33%" Face
"Ill
Sign #6 - OfF Directional
Sign #8 - SfF Directional
6'-6" Logo
""1111IIII
HI ~,~ ~ ~~~~" .,'~
'.~_~ ~~"M ,~, T>i~ '" ,i ,,' -;;:t:"'~
C?i:f:!
Sign #7 - OfF Rear Monument
Page:
4of5
06-08
Sign:
OJ
()
ro
LL
~
(0
2Y2" N
(Typ.)
St. Vincent & Thomson
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer:
Page
4of5
STALEY SIGNS, INC.
P. 0: Box 515
Indianapolis, IN 46206
Tel: 317.637.4567 . Fax: 317.221.0123
www.staleysigns.colll
Project:
Sign #06-08 - Directional &
Monument Signs (Proposed)
Drawn: 06/11/2007 By: VA. Roemer Pre-Approval 01-06/13/2007
Sign:
Scale:
06-08
0/,." = 1'-0"
Notes:
. Colors shown are representative only, and are not intended
for purposes of exact matching.
I
4%"
OJ
(.)
ell
LL
~
(0
N 2"
J (Typ.)
33%" Face
Page:
5 of 5
09-12
;:, '"'' ....J ",.... <.,,/
~ St.vincent HEALTH
~tGaaG-N~er-ieian .
"~,;..";"'.?
M:~..~.
,.-
-:::
Sign:
4%"
OJ
(.)
ell
LL
2" ~
(Typ.) CD
N
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer:
STALEY SIGNS, INC.
P~(): Box 515
Indianapolis, IN 46206
Tel: 317,637.4567. Fax: 317.221.0123
www.staleysigns.com
Exit---_~<_
'i,~
;;~
,-"..-....
Sign #9 - S/F Directional
Sign #10 - S/F Directional
-.
._11
1
I
i
-
.\
THcr!r:!/f!b~!:t)
101 WestJ 03rd. Street
~
... Deliveries
t .. St.vincent HEALTH
Sign #11 - S/F Directional
Sign #12 - S/F Directional
St. Vincent & Thomson
Project:
Sign #09-12 - Single-Faced
Directional Signs (Proposed)
Drawn: 06/11/2007 By: VA. Roemer Pre.ApprovaI01-06/13/2007
Sign:
Scale:
Page
5of5
09-12
:X" = 1'-0"
r3':b"~OveralfWiclti1
'~._~._\"",,'-'..-
.~I.; .n.
'b.t.i~ \.,Ji.
.it.,~:../~.
, iiii.I...iii.....~...t'iiii...I....
I~ Jp l-
. ~~;...l~t.!!Ii!!
rt-" , ',,, iiJ'" r,;f - ,. '\ ~--:!l 'i<t
,,"t ~
~Fi 'I;;
~'(\"<j~ ~j~ I!i!i
Sign #13 - Front Entrance Wall Mount
I
25"
I
~_l_i _,_
.'[.'xl.'.
"..r k.,)!t.
',.:i.....~.
,It;t:;I. [;
~ ~.~ ~.!'
~
l'
Sign #14 - Rear Entrance Wall Mount
Page: 6 of 8
Sign: 13 - 14
~- 'lItra:
~
'$
STALEY SIGNS, INC.
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer: St. Vincent - 103rd & Meridian
Project:
P. 0, Box 515
Indianapolis, IN 46206
Tel: 317.637.4567 . Fax: 317.221.0123
www.stalcysigns.com
Sign #13-14 Front & Rear
Entrance Wall-Mount Options
Drawn: 04/30/2007 By: VA. Roemer Pre.ApprovaI01.06f13f2007
Sign:
Page
6of8
13 - 14
3/16" = 1'-0"
Scale:
Page: 7 of 8
Sign: 15
Sq. 100
Ft.:
31'-4" Overall
111
I'W
'i? ,_, ";1
;";St..:?1"......t...n.~. e.. n 'i~H..E.. ~.';..LTH"''i>.);;.*",
I tii J,~: .. ~~
t.. 'iiJ... ~'\:.....
".' ".,i. -',,:; \,-'
....~' "c" """,,~
'" ,,\,'~j'..ll ,. ..:,,~
fj .29W' . 20~'"
~.l\:~ ~~~~
~ .-
iiii
'!.
STALEY SIGNS, INC.
_________.__P..D..Box..51.5_..___.....
Indianapolis, IN 46206
Tel: 317.637.4567' Fax: 317.221.0123
wvvvv.staleysigns.com
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer: S V. 103 d & M 'do Notes:
t. Incent - r en Ian Page. Colors shown are representative only, and are not intended
for purposes of exact malching.
7 of 8
15
Scale: 1/16" = 1'-0"
Project:
Sign #15 - NE Elevation
Wall-Mounted Sign
Drawn: 04/30/2007 By: VA. Roemer Pre-ApprovaIOl.06/1312007
Sign:
I
l
St.T{incent f-lEALTH
~
,(.'
Page: 8of8
Sign: 16
Sq. 150
Ft.:
..
I,
-
~:~
...,
~ ~" ~~ ~~
'......................a:.i SCW""" H,^',"
I. .8 -.... ~ . . .... '.' . .. . ...~.
~.:11 . . ,". ,", " ".',' .,','
1...............____..:
..
~
This rendering is @ Staley Signs, Inc., submitted for use in connection with the stated project. Display, Distribution or Duplication without prior written consent is strictly prohibited.
Customer: S V' 1 03 d & . Notes:
t. Incent - r Meridian Page. Colors shown are representative only, and are not intended
for purposes of exact matching.
8 of 8
16
Scale: 1/16" = 1'_0"
Project:
Sign #16 - SE Elevation
Wall-Mounted Sign
Drawn: 04/30/2007 By: VA. Roemer Pre-ApprovaIOl-06fl312007
Sign:
1 0330 N. Meridian Street
Roads
Interstate
US Highway
State Road
Major Roads
Minor Roads
Subdivision Roads
New Subdivision Roads
Private Road or Drive
D Parcels: April 2006
D Buildings
~ Color Ortho Photo 2006
o Corporation Boundary
~~~
500 0
http://gis .carm el. in .gov/map/carmel. mwf
N
SCALE 1 : 10,578
A
I
500
FEET
I
1,500
I
1,000
Thursday, June 14, 2007 10:27 AM