CREEKSIDE CORPORATE PARK TENANT SIGN

TOWN OF ZIONSVILLE
1100 West Oak Street
Zionsville, IN 46077
317.873.4544
REQUEST FOR QUOTES
CREEKSIDE CORPORATE PARK TENANT SIGN
NOTICE TO VENDORS
Quotes should be emailed to zlutz@zionsville -in.gov or hardcopies can be mailed to Zach
Lutz, Zionsville Economic Development Commission , 1100 West Oak Street, Zionsville , IN
46077. All quotes should be received digitally or postmarked no later than 3:00 p.m.
October 14 , 202 6. Quotes should be clearly marked with " Town of Zionsville - Creekside
Corporate Park Tenant Sign ." Contract a ward will be at a future date to be determined.
Work for this project includes demolition of the existing entrance sign , fabrication , and
installation of a masonry /metal sign along W. 106th Street in front of Creekside Corporate Park .
Work also includes minor grading and landscape work. Work is anticipated to start in
November 2026 and be completed by May 15, 202 7.
The Town of Zionsville reserves the right to reject any or all quotes and to waive any
irregularity in the quotes and in the quoting process. Quotes may be held for a period not
exceeding sixty (60) days from the date of the opening of the quotes for the purpose of
awarding the Contract.
Specifications and Plans are attached. Future addenda will be forwarded to all contractors
who have been invited to provide a quote.
For questions regarding the project or the bid documents, contact Tricia McClellan at
tmcclellan @reasite.com or by phone at (502) 561 -8676.
Town of Zionsville Economic Development Commission
Zach Lutz , Project Manager
Rundell Ernstberger Associates * Town of Zionsville - Creekside Corporate Park Tenant Sign

Request for Quote Page 2 of 4
QUOTATIONS
1. All quotes submitted should be to the desired specifications. Any exceptions to the
specifications will be evaluated based on the best interest of the Town. Any deviation from
specifications indicated herein must be clearly delineated and explained in detail. The
bidder shall not construe this paragraph as inviting deviation or implying that any deviation
will be acceptable.
2. PROCUREMENT STATEMENT OF NON -PREFERENCE: It is the intent of the Town to
procure a product and/or service in the size, quality, and parameters of the following
specifications. Sometimes, for facilitation of bidding procedures only, a certain
manufacturer, product, or vendor will be utilized to help streamline this process. However,
the Town invites and encourages all other qualified vendors to submit equivalent quotes.
The pri mary purpose is to ensure that no interested party is excluded or limited from the
bidding process.
3. Firm quotes are required.
4. Quotes shall be awarded to the lowest responsive and responsible bidder taking into
consideration cost, reliability, productivity, cost of maintenance, quality, performance, and
time of delivery.
QUOTE SUBMITTAL
1. All quotes must be received digitally or postmarked by the date indicated in the Notice to
Vendors. The responsibility for submitting quotes to the Town is solely that of the bidder.
Late quotes will not be considered and will be returned, unopened, to the bidder.
2. Vendors are required to provide all requested information. Failure to follow this
instruction or any other instruction contained in this Request for Quotes may result in the
rejection of your submission.
3. All quotes must be signed by an authorized official of the firm. Quotes may be rejected if
they show any omissions, alterations of form, additions not called for, conditional bid, or
any exceptions or irregularities of any kind.
4. Do not include taxes in quote figures. The Town of Zionsville is exempt from sales tax. An
exemption certificate will be provided upon request.
Bid Worksheet, Project Plans and Specifications Follow
Rundell Ernstberger Associates * Town of Zionsville - Creekside Corporate Park Tenant Sign

Request for Quote Page 3 of 4
EXHIBIT A: BID WORKSHEET
BID WORKSHEET
Company name: ________________________________________________________________
Contact person: _________________________________________________________________
Phone number: _________________________________________________________________
Email: ________________________________________________________________________
Address: ______________________________________________________________________
Cost Proposal: $ _______________________________________________________________
Construction Start Date: _________________________________________________________
Time to Complete Construction: __________________________________________________
References (Please include names, addresses, phone numbers and description of similar
projects completed).
1. ______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
2. ______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
3. ______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
Rundell Ernstberger Associates * Town of Zionsville - Creekside Corporate Park Tenant Sign

Request for Quote Page 4 of 4
EXHIBIT B : PROJECT DETAIL
(See attached Plans and Project Manual)
Rundell Ernstberger Associates * Town of Zionsville - Creekside Corporate Park Tenant Sign

PREPARED BY:
REVISIONS:
NO. BY DESCRIPTION DATE
DRAWING NAME:
CERTIFICATION:
REA PROJECT #: 2026-1834
DATE: 08/19/2026 DRAWN BY:
REVIEWED BY:
DRAWING:
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URBAN DESIGN / PLANNING / LANDSCAPE ARCHITECTURE
PREPARED FOR:
CONSULTANT:
PROJECT:
THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN
ELECTRONIC FORM PREPARED BY REA FOR THIS PROJECT ARE INSTRUMENTS OF
SERVICE, AND MAY BE USED SOLELY WITH RESPECT TO THIS PROJECT. THE DOCUMENTS
MAY NOT BE REPRODUCED OR MODIFIED BY A THIRD PARTY WITHOUT FIRST OBTAINING
THE EXPRESS WRITTEN CONSENT OF REA. AUTHORIZED USE OF ELECTRONIC MEDIA OR FILE DOES NOT GUARANTEE THAT THESE FILES CONTAIN COMPLETE AND ACCURATE
INFORMATION. IN ORDER TO INSURE THE ACCURACY OF THE INFORMATION CONTAINED
AND THAT NO CHANGES OR MODIFICATIONS HAVE BEEN MADE, THESE FILES MUST BE
COMPARED TO THE PROJECT'S CONTRACT DOCUMENTS WITH STAMPED AND SEALED
CERTIFICATION AND APPLICABLE APPROVED MODIFICATIONS.
R I C I R A E G
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R E L D E L L A TJ
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No. 9700004
STATE OF
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A HI T E
(C) COPYRIGHT RUNDELL ERNSTBERGER ASSOCIATES, INC.
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CREEKSIDE CORPORATE
PARK SIGN
815 W MARKET ST, STE 504 / LOUISVILLE, KENTUCKY 40202
P 502.561.8676 / REASITE.COM
Zionsville, Indiana
Zionsville Economic Development
Zach Lutz, Economic Development Project Manager
Town of Zionsville
1100 W. Oak Street
Bid Documents Zionsville, Indiana 46077
PH [317] 873.4544 FX [317] 733.2275
August 19, 2026
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PROJECT LOCATION
I-865
PROJECT LOCATION MAP STATE MAP
1" = 2500' N.T.S.
COVER
FORD
ST
ELM
ST
SHEET INDEX SITE GENERAL NOTES:
UTILITY CONTACT INFORMATION
SHEET TITLE SHEET DESCRIPTION
COVER
1. ALL AREAS WHERE EXISTING OR NEWLY CONSTRUCTED PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY TRAFFIC OR EQUIPMENT,
VECTREN ENERGY OF INDIANA (GAS) DUKE (ELECTRIC)
FUEL OIL, GASOLINE, ETC, BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS SHALL BE RECONSTRUCTED TO ITS ORIGINAL
LA101 SITE DEMOLITION PLAN
CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY, OR LOCAL AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. 8399 ZIONSVILLE ROAD SUITE A 16475 SOUTHPARK DR
LA201 SITE MATERIAL PLAN THIS RECONSTRUCTION SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED GRADING AND PAVING OF INDIANAPOLIS, INDIANA 46268 WESTFIELD, INDIANA 46074
2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, P: 317-718-3617 P: 317-867-4273
LA500 SITE DETAILS TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
LA501 SITE DETAILS 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY
AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED CITIZENS ENERGY GROUP (WATER) TOWN OF ZIONSVILLE (WASTEWATER)
LA601 SITE PLANTING PLAN PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE CONTRACT OR SPECIFICATIONS. 2150 DR. MARTIN LUTHER KING JR. STREET 855 STARKEY ROAD
LA651 SITE PLANTING DETAILS AND SCHEDULE
4. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A INDIANAPOLIS, INDIANA 46202 ZIONSVILLE, INDIANA 46077
PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND LOCAL LAWS AND ORDINANCES. P: 317-264-7715 P: 317-873-2332
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT THEIR EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES
REQUIRED BY FEDERAL, STATE, COUNTY, CITY, AND LOCAL AGENCIES.
TOWN OF ZIONSVILLE
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED,
DUMPED, SPILLED, OR WINDBLOWN FROM THE SITE ONTO OTHER SITES, RIGHT-OF-WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, (DEPARTMENT OF PUBLIC WORKS)
YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST 1100 W. OAK STREET
DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. ZIONSVILLE, INDIANA 46077
7. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON P: 317-873-4544
AND AROUND THE SITE. THE LOCATIONS AND SIZE OF THESE UTILITIES ARE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED FROM
OTHERS AND USED BY THE ARCHITECT AND/OR THE ENGINEER AND MAY NOT BE ACTUAL. THE ARCHITECT AND/OR THE ENGINEER MAY NOT BE HELD
LIABLE FOR ANY INCORRECT OR INCOMPLETE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 8. ALL PAVEMENT PATCHING DUE TO UTILITIES: CONSTRUCTION OF CURBS OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR PERFORMING THE WORK.
9. CONTRACTOR TO SET UP A PRE-CONSTRUCTION MEETING WITHIN 14 DAYS OF NOTICE TO PROCEED TO INCLUDE EFFECTED UTILITIES, ARCHITECT
AND OWNER. IDENTIFY UTILITIES THAT MAY BE IN CONFLICT AND WILL NEED RELOCATED BY UTILITY OR CONTRACTOR.

CLL
CLL CLL CLL CLL
CLL
CLL CLL CLL
TEERTS
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PREPARED BY:
CONTRACTOR SHALL PROTECT ALL CURBS
3
AND ROADWAY PAVEMENT TO REMAIN.
2
5
1
CONTRACTOR SHALL PROTECT ALL CURBS EXISTING DRIP IRRIGATION WITHIN PLANT BED SHALL BE
AND ROADWAY PAVEMENT TO REMAIN. MODIFIED/REPLACED WITHIN THE LIMITS OF DISTURBANCE TO PROVIDE
3 IRRIGATION TO THE NEW PLANT BED EQUAL TO THE SAME LEVEL OF
IRRIGATION PROVIDED TO THE EXISTING PLANT BEDS.
CREEK WAY
REVISIONS:
NO. BY DESCRIPTION DATE
DRAWING NAME:
CERTIFICATION:
REA PROJECT #: 2026-1834 DATE: 08/19/2026 DRAWN BY:
REVIEWED BY:
DRAWING:
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URBAN DESIGN / PLANNING / LANDSCAPE ARCHITECTURE
PREPARED FOR:
CONSULTANT:
PROJECT:
0' 2.5' 5' 10'
SCALE: 1" = 5'
THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN
ELECTRONIC FORM PREPARED BY REA FOR THIS PROJECT ARE INSTRUMENTS OF
SERVICE, AND MAY BE USED SOLELY WITH RESPECT TO THIS PROJECT. THE DOCUMENTS
MAY NOT BE REPRODUCED OR MODIFIED BY A THIRD PARTY WITHOUT FIRST OBTAINING
THE EXPRESS WRITTEN CONSENT OF REA. AUTHORIZED USE OF ELECTRONIC MEDIA OR
FILE DOES NOT GUARANTEE THAT THESE FILES CONTAIN COMPLETE AND ACCURATE
INFORMATION. IN ORDER TO INSURE THE ACCURACY OF THE INFORMATION CONTAINED
AND THAT NO CHANGES OR MODIFICATIONS HAVE BEEN MADE, THESE FILES MUST BE
COMPARED TO THE PROJECT'S CONTRACT DOCUMENTS WITH STAMPED AND SEALED
CERTIFICATION AND APPLICABLE APPROVED MODIFICATIONS.
R I C I R A E G L I . S M T c E C R E L D E L L A TJ
T N
TM
No. 9700004
STATE OF
L T
A C
N D S C I N A D PE I A A N R C A HI T E
(C) COPYRIGHT RUNDELL ERNSTBERGER ASSOCIATES, INC.
ETAROPROC
EDISKEERC
NGIS
KRAP
ANAIDNI
,ELLIVSNOIZ
STNEMUCOD
DIB
815 W MARKET ST, STE 504 / LOUISVILLE, KENTUCKY 40202
P 502.561.8676 / REASITE.COM
Zionsville Economic Development
Zach Lutz, Economic Development Project Manager
Town of Zionsville
1100 W. Oak Street
Zionsville, Indiana 46077
PH [317] 873.4544 FX [317] 733.2275
NORTH
DEMOLITION KEYNOTES DEMOLITION GENERAL NOTES:
9. EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING
ITEM DESCRIPTION
1. THE CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR THE STAGING AND PAVEMENT REMOVAL. EROSION CONTROL MEASURES (I.E.: SILT FENCING AND
REMOVAL OF ALL DEMOLITION ITEMS. SEDIMENT CONTROL) SHALL BE PROVIDED BY THE CONTRACTOR PER THE
REMOVE AND DISPOSE OF SIGN AND ASSOCIATED
2. THE CONTRACTOR SHALL REPORT IMMEDIATELY TO THE OWNER & LANDSCAPE SPECIFICATIONS. 1 FOUNDATION COMPLETELY TO DEPTH NECESSARY TO
ARCHITECT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS SHOWN ON THESE 10. CONTRACTOR TO VERIFY SITE CONDITIONS IN FIELD PRIOR TO BIDDING. IT IS THE
INSTALL PROPOSED IMPROVEMENTS.
PLANS AND ACTUAL FIELD CONDITIONS. RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH ANY CHANGES SINCE
CLEAR AND REMOVE SHRUBS, GROUND COVER AND ANY 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING ELEMENTS TO REMAIN DURING THE SURVEY WAS PROCURED. RUNDELL ERNSTBERGER ASSOCIATES IS NOT
2 OTHER VEGETATION TO DEPTH NECESSARY TO INSTALL CONSTRUCTION. RESPONSIBLE FOR THE ACCURACY OF SURVEY INFORMATION.
PROPOSED IMPROVEMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING 11. CONTRACTOR SHALL ERECT CONSTRUCTION FENCING ALONG CONSTRUCTION LIMIT
FROM CONSTRUCTION ACTIVITY TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN. LINE TO SECURE THE CONSTRUCTION SITE. CONTRACTOR SHALL COORDINATE WITH
SALVAGE AND RESET EXISTING LIGHTS FOR THE SIGN. SITE DEMOLITION PLAN
3 5. THE CONTRACTOR SHALL SMOOTHLY SAW CUT EXISTING PAVEMENTS TO BE OWNER ON THE LOCATION AND RELOCATION OF FENCING AND CONSTRUCTION
REMOVE EXISTING LIGHT FOUNDATIONS COMPLETELY.
REMOVED FROM PAVEMENTS TO REMAIN. REFER TO PLANS FOR SAW CUT LOCATIONS ACCESS POINTS.
REMOVE TREE COMPLETELY TO DEPTH NECESSARY TO RELATING TO EXISTING JOINTING. 12. TEMPORARY CONSTRUCTION FENCING POST MAY NOT BE DRILLED INTO EXISTING
4
INSTALL PROPOSED IMPROVEMENTS. 6. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROTECT EXISTING TREES PAVEMENTS TO REMAIN. CONTRACTOR SHALL USE TEMPORARY FENCE SPREAD
TO REMAIN. THIS EFFORT SHALL INCLUDE, BUT IS NOT LIMITED TO, INSTALLING TREE FOOTERS WITH SAND BAGS IF NECESSARY.
CLL 5 CONSTRUCTION LIMIT LINE PROTECTION FENCING AROUND TREES WITHIN THE AREAS OF CONSTRUCTION 13. CONTRACTOR IS RESPONSIBLE TO PROVIDE AT THEIR EXPENSE ALL AUTOMOBILE AND ACTIVITY. ALSO REFRAIN FROM PARKING OR MOVING ANY VEHICLES OR EQUIPMENT PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, WITHIN THE DRIP LINES OF TREES TO PROTECT. REFER TO SPECIFICATIONS FOR TREE CITY AND LOCAL AGENCIES.
PROTECTION. 14. CONTRACTOR SHALL MAINTAIN EGRESS AND INGRESS TO ALL BUSINESS, ETC WITH IN
7. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH AFFECTED PUBLIC AND THE PROJECT LIMITS DURING THE DURATION OF THE PROJECT.
PRIVATE UTILITIES PRIOR TO START OF CONSTRUCTION. ALL UTILITIES SHALL BE
FIELD LOCATED PRIOR TO THE START OF CONSTRUCTION. ALL UNDERGROUND AND OVERHEAD UTILITIES SHALL BE MAINTAINED AND PROTECTED FROM DAMAGE.
RESETTING OR REPLACEMENT OF CASTINGS AND/OR STRUCTURES MAY BE REQUIRED. LA101
8. ALL WORK SHALL BE COORDINATED AND IN COMPLIANCE WITH STATE AND LOCAL
MUNICIPALITIES AS WARRANTED.

TEERTS
HT601
W
E1
S1
L1
L1
L1
E1
CREEK WAY
CLL
CLL CLL CLL CLL
CLL
PREPARED BY:
CLL CLL CLL
7'
16'
EXISTING DRIP IRRIGATION WITHIN PLANT BED SHALL BE
MODIFIED/REPLACED WITHIN THE LIMITS OF DISTURBANCE TO PROVIDE
IRRIGATION TO THE NEW PLANT BED EQUAL TO THE SAME LEVEL OF
IRRIGATION PROVIDED TO THE EXISTING PLANT BEDS.
REVISIONS:
NO. BY DESCRIPTION DATE
DRAWING NAME:
CERTIFICATION:
REA PROJECT #: 2026-1834
DATE: 08/19/2026 DRAWN BY:
REVIEWED BY:
DRAWING:
nalP
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4381\:P
:ELIF
URBAN DESIGN / PLANNING / LANDSCAPE ARCHITECTURE
PREPARED FOR:
CONSULTANT:
PROJECT:
0' 2.5' 5' 10'
SCALE: 1" = 5'
THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN
ELECTRONIC FORM PREPARED BY REA FOR THIS PROJECT ARE INSTRUMENTS OF
SERVICE, AND MAY BE USED SOLELY WITH RESPECT TO THIS PROJECT. THE DOCUMENTS
MAY NOT BE REPRODUCED OR MODIFIED BY A THIRD PARTY WITHOUT FIRST OBTAINING
THE EXPRESS WRITTEN CONSENT OF REA. AUTHORIZED USE OF ELECTRONIC MEDIA OR
FILE DOES NOT GUARANTEE THAT THESE FILES CONTAIN COMPLETE AND ACCURATE
INFORMATION. IN ORDER TO INSURE THE ACCURACY OF THE INFORMATION CONTAINED
AND THAT NO CHANGES OR MODIFICATIONS HAVE BEEN MADE, THESE FILES MUST BE
COMPARED TO THE PROJECT'S CONTRACT DOCUMENTS WITH STAMPED AND SEALED
CERTIFICATION AND APPLICABLE APPROVED MODIFICATIONS.
R I C I R A E G
L
I
.
S
M
T
c
E
C
R E L D E L L A TJ
T N
TM
No. 9700004
STATE OF
L T
A C
N D S
C
I N
A
D
PE
I A
A
N
R C
A HI T E
(C) COPYRIGHT RUNDELL ERNSTBERGER ASSOCIATES, INC.
ETAROPROC
EDISKEERC
NGIS
KRAP
ANAIDNI
,ELLIVSNOIZ
STNEMUCOD
DIB
815 W MARKET ST, STE 504 / LOUISVILLE, KENTUCKY 40202
P 502.561.8676 / REASITE.COM
Zionsville Economic Development
Zach Lutz, Economic Development Project Manager
Town of Zionsville
1100 W. Oak Street
Zionsville, Indiana 46077
PH [317] 873.4544 FX [317] 733.2275
NORTH
MATERIAL KEYNOTES MATERIAL GENERAL NOTES: LAYOUT KEYNOTES
ITEM DESCRIPTION DETAIL REFERENCE
1. THE CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS AND 1. SITE LAYOUT DATA, INCLUDING COORDINATE POINTS, IS BASED UPON THE SURVEY.
DIRECTIONS FOR INSTALLATION. REFER TO SURVEY FOR HORIZONTAL LAYOUT CONTROL POINTS AND BENCHMARKS.
E1 RESET SIGN LIGHT DETAIL 3/LA501
2. ALL WORK SHALL BE COORDINATED AND IN COMPLIANCE WITH STATE AND LOCAL REPORT ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS TO OWNER
MUNICIPALITIES AS WARRANTED. ALL WORK TO BE COMPLETED SHALL CONFORM TO AND LANDSCAPE ARCHITECT IMMEDIATELY.
CITY STANDARDS. 2. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO THE FOLLOWING: FACE OF WALL,
3. EROSION CONTROL MEASURES (I.E. SILT FENCING AND SEDIMENT CONTROL) SHALL BE FACE OF BUILDING, FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF PAVEMENT,
L1 PLANTING SHEET LA601
INSTALLED PRIOR TO COMMENCING WORK AND MAINTAINED UNTIL FINAL COMPLETION. OR CENTER OR LAYOUT COORDINATE.
REFER TO DEMOLITION DRAWINGS AND SPECIFICATIONS. 3. ALL EDGES OF PAVEMENTS ARE TO BE STRAIGHT (OR OF CONSISTENT RADIUS IN THE
4. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES 72 CASE OF CURVES) AS SHOWN HEREON; NO UNSPECIFIED TANGENTS OR KINKS WILL BE
S1 ENTRY SIGN SHEET LA500 AND SPECS. HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL CONTACT APPROVED.
ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN 4. ALL CONSTRUCTION LAYOUT STAKING IS TO BE PERFORMED BY A LAND SURVEYOR OR SITE MATERIAL PLAN
THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAINTAIN ALL UTILITIES AND PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF INDIANA. TO FACILITATE
PROTECT FROM DAMAGE. ACCURACY IN CONSTRUCTION STAKING, UPON WRITTEN REQUEST FROM
5. CONTRACTOR SHALL ERECT CONSTRUCTION FENCING AND BARRICADES ALONG THE CONTRACTOR, THE ELECTRONIC DATA COMPRISING THESE SITE DEVELOPMENT
LEGEND
CONSTRUCTION LIMIT LINE AS NECESSARY. CONTRACTOR SHALL COORDINATE WITH DRAWINGS WILL BE FORWARDED FROM THE LANDSCAPE ARCHITECT TO THE LAND
ITEM DESCRIPTION THE OWNER ON THE FINAL LOCATION OF FENCING, BARRICADES, AND CONSTRUCTION SURVEYOR OR PROFESSIONAL ENGINEER EMPLOYED TO PERFORM CONSTRUCTION
ACCESS POINTS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION FENCE UNTIL STAKING. CLL CONSTRUCTION LIMIT LINE FINAL COMPLETION. 5. IN ORDER TO MAINTAIN THE INTEGRITY OF HORIZONTAL AND VERTICAL CONTROL FOR
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC AND THE SITE, THE SURVEYOR OR PROFESSIONAL ENGINEER EMPLOYED BY THE
COORDINATION OF ROAD CLOSURES WITH THE CITY DEPARTMENT OF PUBLIC WORKS. CONTRACTOR TO PERFORM CONSTRUCTION LAYOUT STAKING SHALL SET AND
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING PROTECT ADDITIONAL TRAVERSE POINTS OUTSIDE THE AREAS OF CONSTRUCTION
FROM DEMOLITION OR CONSTRUCTION ACTIVITY TO EXISTING SITE ELEMENTS THAT ACTIVITY.
ARE TO REMAIN. 6. PROPOSED SIGN ELEVATIONS SHALL MATCH EXISTING SIGN ELEVATIONS. POST
CONSTRUCTION GRADES SHALL MATCH EXISTING GRADES.
LA201

PREPARED BY:
26'
24'
CONCRETE FOOTER
CONCRETE FOUNDATION
STEM WALL
SIGN
MANSFIELD STONE VENEER
26'
24'
21'-8 3/8"
CONCRETE FOOTER
CONCRETE FOUNDATION
STEM WALL
SIGN
LIMESTONE
SIGN - PLAN VIEW
SCALE: 1/4" = 1'-0"
3/8" THICK ALUMINUM SIGN PANEL, COLOR TO MATCH EXISTING SIGN 3/8" THICK ALUMINUM SIGN PANEL, COLOR TO MATCH EXISTING SIGN
AND BE APPROVED BY LANDSCAPE ARCHITECT. NO VISIBLE SEAMS AND BE APPROVED BY LANDSCAPE ARCHITECT. NO VISIBLE SEAMS
BETWEEN PANELS. NO EXPOSED HARDWARE EXCEPT ON TOP FACE. TENANT SIGN PANEL ATTACHMENT POINTS, BETWEEN PANELS. NO EXPOSED HARDWARE EXCEPT ON TOP FACE.
7 5/8" x 3" LIMESTONE VENEER. REFER TO DETAIL 7, THIS SHEET. 7 5/8" x 3" LIMESTONE VENEER.
TENANT SIGN PANEL ATTACHMENT POINTS,
REFER TO DETAIL 4, THIS SHEET. EXTENT OF STEM WALL, BEYOND. EXTENT OF STEM WALL, BEYOND.
TOP OF PANEL TOP OF PANEL
6' 6'
TOP OF VENEER TOP OF VENEER
9' 9'
FINISH GRADE FINISH GRADE
6 11/16"
10" 10"
1'-8" TYP. OF 13 1'-6" OFFSET, TYP. 1'-8" TYP. 3' 1'-6" 1'-8" TYP. of 13 1'-8" TYP. 3'
MIN. MIN.
FOUNDATION, REFER TO 1'-6" 1'-6"
FOUNDATION, REFER TO
DETAIL 1/LA501.
DETAIL 1/LA501.
1'-0" x 6" THICK MANSFIELD STONE 1'-0" x 6" THICK MANSFIELD STONE
VENEER, ROCK FACE FINISH. VENEER, ROCK FACE FINISH.
1' 24' 1' 24'
26' 26'
SIGN - WEST ELEVATION SIGN - EAST ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
6" TALL LETTERING, 6" TALL LETTERING,
FONT: CENTURY GOTHIC BOLD FONT: CENTURY GOTHIC BOLD
COLOR: BLACK LETTERING COLOR: BLACK LETTERING
(9) TENANT SIGNS PER SIDE, (9) TENANT SIGNS PER SIDE,
REFER TO DETAIL 2/LA501. REFER TO DETAIL 2/LA501.
TOP OF PANEL TOP OF PANEL
5" 5"
C R E E K S I D E C O R P O R A T E P A R K C R E E K S I D E C O R P O R A T E P A R K
3" 3"
TENANT NAME TENANT NAME TENANT NAME TENANT NAME TENANT NAME TENANT NAME
4" 4"
2'-11" TENANT NAME TENANT NAME TENANT NAME 2'-11" TENANT NAME TENANT NAME TENANT NAME
6' 6'
4" 4"
TENANT NAME TENANT NAME TENANT NAME TENANT NAME TENANT NAME TENANT NAME
FINISH GRADE FINISH GRADE
4 1/2" 4 1/2" 4 1/2" 4 1/2"
REVISIONS:
3'-2 7/16" 20' 1'-4" 1'-4" 20' 3'-2 7/16" NO. BY DESCRIPTION DATE
SIGN - WEST ELEVATION SIGN - EAST ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
TENANT SIGN PANEL ATTACHMENT POINTS, 3/8" THICK BY 1" x TENANT SIGN PANEL ATTACHMENT POINTS, 3/8" THICK BY 1"
5'-9" ALUMINUM BAR STOCK WELDED TO MAIN PANEL, WELDS x 5'-9" ALUMINUM BAR STOCK WELDED TO MAIN PANEL,
GROUND SMOOTH AND PAINTED TO MATCH SIGN, EACH BAR WELDS GROUND SMOOTH AND PAINTED TO MATCH SIGN,
HAS (3) TAPPED THREADS FOR SIGN PANEL HARDWARE EACH BAR HAS (3) TAPPED THREADS FOR SIGN PANEL
ATTACHMENT, TYPICAL OF 18 PER SIDE. MAIN SIGN PANEL. MAIN SIGN PANEL. HARDWARE ATTACHMENT, TYPICAL OF 18 PER SIDE.
1'-0 1/2" 1'-0 1/2"
1'-0 1/2" 1'-0 1/2"
3'-6 7/16" 5'-9" 5'-9" 5'-9"
5'-9" 5'-9" 5'-9" 3'-6 7/16" TOP OF PANEL TOP OF PANEL
1'-3 1/2" 1'-3 1/2" DRAWING NAME:
6" 6"
7" 7"
6" 6"
6' 6'
7" 7"
6" 6"
TOP OF VENEER 6 1/2" TOP OF VENEER 6 1/2"
CERTIFICATION:
REA PROJECT #: 2026-1834
FINISH GRADE FINISH GRADE DATE: 08/19/2026 DRAWN BY:
REVIEWED BY:
DRAWING:
SIGN - WEST ELEVATION SIGN - EAST ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
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CERTIFICATION AND APPLICABLE APPROVED MODIFICATIONS.
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815 W MARKET ST, STE 504 / LOUISVILLE, KENTUCKY 40202
P 502.561.8676 / REASITE.COM
Zionsville Economic Development
Zach Lutz, Economic Development Project Manager
Town of Zionsville
1100 W. Oak Street
Zionsville, Indiana 46077
PH [317] 873.4544 FX [317] 733.2275
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