HomeMy WebLinkAboutChipotle Ground S-2022-00224CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA SIGN PERMIT APPLICATION
1. SIGN PERMIT NUMBER: S-2022-00224
SIGN COPY: Chipotle SIGN ADDRESS: 10575 N MICHIGAN RD, ZIONSVILLE, 46077
SIGN TYPE: Ground
SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3)
SIGN AREA DIMENSIONS: 16" x 84.5"TOTAL SIGN AREA SQ. FT.: 9.39
WALL MOUNTED SIGNS: SPANDREL PANEL DIMENSIONS: n/a
SIGN DIMENSION AS A % OF SPANDREL PANEL: n/a
HEIGHT OF SIGN FROM GROUND: 6'NUMBER OF SIDES: 2.00
(wall sign: measure to bottom of sign; groundsign: measure to top of sign)
BUILDING / TENANT SPACE FRONTAGE: 84 SIGN DISTANCE FROM NEAREST R.O.W.: 5
(R.O.W. stands for Right of Way. The inside edge of sidewalk is often the end of the R.O.W. (City’s property) and a good spot
to measure from.)
LAND ACREAGE: n/a (Applies only to Temporary signs)SIGN FACE COLOR(S): Adobo Brown, Roasted R
ILLUMINATION METHOD: Internal
BUILDING TYPE: Commercial
IDENTIFY ANY EXISTING SIGNS ON SITE: n/a
WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? Taco Bell/KFC
SHOPPING CENTER OR COMPLEX NAME: West Carmel Center Block A, Lot 3
SIGN STATUS: New
TOTAL SIGN AREA PERMISSABLE SQ. FT.: 35.00
OTHER ILLUMINATION METHOD:
OTHER BUILDING TYPE: n/a
2. ZONING
PARCEL ID: 17-13-07-00-12-001.001
ZONING DISTRICT: B-3 WIDE VARIETY OF COMMERCIAL AND OFFICE USES IN TRANSITIONAL LOCATIONS
OVERLAY ZONE: US 421 Corridor Overlay
PRIOR APPROVALS: P.C. Docket # 08050022DP/ADLS B.Z.A. Docket # 08050012V,
13V,14V Building Permit# n/a
3. APPLICANT PERMIT NUMBER: S-2022-00224
NAME OF BUSINESS*: Chipotle
CITY: Cleveland
CONTACT EMAIL: brent@ASAPpermits.com
PHONE:
ADDRESS: 4640 W 190th Street
CONTACT PERSON: Julie Koratich
(*Entity identified on the sign)
STATE: OH ZIP: 44135
PROPERTY OWNER: Eclips Real Estate /Bryan Chandler PHONE:
CONTACT PERSON: Huston Sign CONTACT EMAIL: mikef@hustonelectric.com
ADDRESS: 1105 E 181st Street ZIP: 46074STATE: INCITY: Westfield
I CERTIFY THAT A PICTURE OF THIS SIGN WILL BE SUBMITTED TO THE DEPARTMENT
OFCOMMUNITYSERVICES WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN.
-OR-
I WOULD PREFER AN INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF
THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE.
Y
N
4. SIGN COMPANY/OWNER'S REP
COMPANY NAME: Huston Sign CONTACT PERSON: Huston Sign
ADDRESS: 1105 E 181st Street ZIP: 46074STATE: INCITY: Westfield
EMAIL ADDRESS: mikef@hustonelectric.com PHONE: 317-804-9009
PERMIT NUMBER: S-2022-00224
Page 1 of 3
CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA SIGN PERMIT APPLICATION
5.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2022-00224
ADMINISTRATIVE ADLS AMENDMENT
SIGN PERMIT APPLICATION $
SIGN ERECTION $109.19
INSPECTION FEE (Required if photography not provided)
TOTAL FEE $109.19
PERMIT ISSUED ON: 7/15/2022 1:34:25PM FEE RECEIVED ON:
6. DEPARTMENT CONDITIONS (COMPLETED BY DOCS STAFF)
THE FOLLOWING ITEMS LISTED BELOW ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE
ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT (PLEASE INITIAL EACH ITEM INDIVIDUALLY ):
1) x ________
2) x ________
7.DISCLAIMERS (COMPLETED BY DOCS STAFF)
APPLICANT, PLEASE NOTE THE FOLLOWING:
PERMANENT SIGNS:
•IF THE SIGN IN THIS APPLICATION IS A PERMANENT SIGN, THIS SIGN PERMIT IS APPROVED
FOR THIS SIGN ATTHIS LOCATION ONLY.
•IF THE APPLICANT RELOCATES AT A FUTURE DATE/TIME TO A NEW BUILDING, A NEW SIGN
PERMIT IS REQUIRED FOR THE NEW LOCATION. ALL FEES APPLY.
TEMPORARY SIGNS:
•IF THE SIGN IN THIS APPLICATION IS A TEMPORARY SIGN , THIS SIGN PERMIT EXPIRES ON:
THIS SIGN PERMIT MAY BE RENEWED ANNUALLY FOR AN ADDITIONAL YEAR WITH A PERMIT BY
RE-APPLYING. ALL FEES APPLY.
•IF THE SIGN IN THIS APPLICATION IS FOR AN INTERIM BANNER PENDING A PERMANENT
SIGN, IT IS APPROVED FOR A THREE MONTH TIME PERIOD FROM THE DATE THE PERMIT IS APPROVED .
A SIGN PERMIT IS REQUIRED. IT MAY BE RENEWED FOR AN ADDITION THREE MONTHS WITH A PERMIT
BY RE-APPLYING. ALL FEES APPLY
THE APPLICANT CERTIFIES THAT THE FOREGOING SIGNATURES , STATEMENTS AND ANSWERS HEREIN
CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT , AND
THIS SIGN WILL BE ERECTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE
OF INDIANA, AND THE ZONING ORDINANCE OF CARMEL /CLAY TOWNSHIP, INDIANA AND ALL ACTS
AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX (6) MONTHS OF THE DATE OF ISSUANCE OR THIS
PERMIT IS NULL AND VOID.
FURTHER, THE APPLICANT CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE
8.CITY CONTACT
PLEASE DIRECT ANY SIGN QUESTIONS TO THE DEPARTMENT OF COMMUNITY SERVICES (DOCS):
CITY OF CARMEL Or call at 317-571-2417
DOCS
1 CIVIC SQUARE
CARMEL, IN 46032
Page 2 of 3
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2
3.APPLICANT PERMIT NUMBER:
PHONE: NAME OF BUSINESS*:
(*Entity identified on the sign)
CONTACT PERSON: _____________________________________ CONTACT EMAIL: __________________________________
ADDRESS: CITY: STATE: ZIP:
PROPERTY OWNER: PHONE:
CONTACT PERSON: ____________________________________ CONTACT EMAIL: ___________________________________
ADDRESS: CITY: STATE: ZIP:
THE UNDERSIGNED CERTIFIES THAT THE FOREGOING SIGNATURES, STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE
INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT, AND THIS SIGN WILL BE ERECTED AND
MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE OF INDIANA, AND THE ZONING ORDINANCE OF
CARMEL/CLAY TOWNSHIP, INDIANA AND ALL ACTS AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX (6) MONTHS OF THE
DATE OF ISSUANCE OR THIS PERMIT IS NULL AND VOID.
FURTHER, THE UNDERSIGNED CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE DEPARTMENT OF
COMMUNITY SERVICES ARE ADVISORY.
&
PROPERTY OWNER'S SIGNATURE* BUSINESS OWNER'S SIGNATURE*
&
PROPERTY OWNER'S NAME (please print) BUSINESS OWNER'S NAME (please print)
*If it is not possible for signatures on this page, a letter on company letterhead or an email with a company signature block approving the
signage will be accepted.
4. SIGN COMPANY/OWNER’S REP
COMPANY NAME: CONTACT PERSON:
ADDRESS: CITY: STATE: ZIP:
EMAIL ADDRESS: PHONE:
ESTIMATED INSTALL DATE:
I CERTIFY T HAT A P ICTURE O F T HIS S IGN W ILL B E S UBMITTED T O T HE DEPARTMENT OF COMMUNITY SERVICES
WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN.
-OR-
I WOULD PREFER A $1 INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF
THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE.
5.DEPARTMENT CONDITIONS (&203/(7(' %< '2&6 67$)))
THE FOLLOWING ITEMS LISTED BELOW ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE
ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT (PLEASE INITIAL EACH ITEM INDIVIDUALLY):
1)x
2)x
EPLAN USER: NAME:EMAIL:
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
1.0
S I T E P L A N
N.T.S.
C O D E A L L O W A N C E
CODE INFORMATION:
WALL SIGNS:
- ONE (1) SIGN PER STREET FRONTAGE WITH A MAXIMUM OF THREE (3) SIGNS PER SITE
- A BUILDING WITH TWO (2) OR MORE STREET FRONTAGES MAY ELECT TO TRANSFER A PERMITTED SIGN FROM ONE (1) STREET FRONTAGE TO
ANOTHER. NO MORE THAN TWO (2) SIGNS MAY BE ORIENTED TO ONE (1) STREET FRONTAGE AS FOLLOWS: ONE (1) BLADE, CANOPY,
PROJECTING OR WALL SIGN AND ONE (1) GROUND OR SUSPENDED SIGN.
- SIZE LIMITED TO SEVENTY PERCENT (70%) OF TENANT’S SPANDREL PANEL HEIGHT
- EIGHTY-FIVE PERCENT (85%) OF TENANT’S SPANDREL PANEL WIDTH, WITH A TEN PERCENT (10%) LEEWAY ALLOWANCE FOR
ARCHITECTURAL ELEMENTS THAT MAY HINDER SIGN VISIBILITY.
- NO WALL SIGN SHALL EXCEED 300 SQ FT
- INTERNAL ILLUMINATION ALLOWED
- NO SIGN MAY PROJECT MORE THAN 12” FROM BUILDING FACE
- NOT ALLOWED ABOVE ROOFLINE. ROOF SIGNS ARE ONLY ALLOWED WHEN THERE IS NO SPACE FOR A TRADITIONAL WALL SIGN
WINDOW SIGNS:
- NO QUANTITY LIMIT IF NON-ILLUMINATED
- MAY NOT EXCEED THIRTY (30%) OF THE TOTAL WINDOW AREA OF A BUILDING FACADE
- ILLUMINATED WINDOW SIGNS ARE ALLOWED, QTY. 1 PER TENANT, SQ FT NOT TO EXCEED THREE (3) SQ FT
FREESTANDING SIGNS
- ONE (1) ALLOWED PER STREET FRONTAGE
- SIZE RESTRICTIONS LISTED IN SIGN CHART A: GROUND SIGNS, SHOWN BELOW
- DIRECT, EXTERNAL AND INTERNAL ILLUMINATION ALLOWED
- MONUMENT STYLE ALLOWED
- LANDSCAPED AREA IS REQUIRED TO BE EQUAL TO SIZE OF SIGN AREA
- THE BASE OF THE FREESTANDING SIGN SHALL BE DESIGNED TO BE AN ARCHITECTURAL ENHANCEMENT TO THE SIGN. BASE MUST INCLUDE,
BUT NOT LIMITED BRICK, STONE AND CONCRETE
- NOT TO BE LOCATED IN THE VISION CLEARANCE AREA. REQUIRES A 5 FT SETBACK FROM THE RIGHT-OF-WAY AND A MINIMUM OF 2 FT
FROM ANY DRIVE AISLES, PARKING STALLS OR SIDEWALKS
DIRECTIONAL / GROUND SIGNS
- NO QUANTITY LIMIT INDICATED
- MAXIMUM 3 SQ FT, AND 3 FT MAXIMUM HEIGHT
- DIRECTIONAL SIGNS FOR STANDARD TRAFFIC CONTROL (STOP AND YIELD SIGNS) SHOULD FOLLOW THE MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES GUIDELINES, NO PERMIT REQUIRED
DRIVE-THRU / GROUND SIGNS
- TWO (2) PER ESTABLISHMENT WITH ONE DRIVE-THRU LANE
- THREE (3) PER ESTABLISHMENT WITH TWO DRIVE-THRU LANES
- MAXIMUM OF SIX FT (6’) IN HEIGHT AND NO MORE THAN THIRTY (30) SQ FT SIGN AND NOT MORE THAN EIGHTY (80) SQ FT BETWEEN THE
THREE SIGNS
- THE BASE OF THE SIGN SHALL BE CONSTRUCTED OF A MASONRY MATERIAL TO MATCH THE DESIGN OF THE BUILDING AND MUST BE LOCATED
IN LINE WITH THE DRIVE-THRU LANE WHILE SHIELDED FROM STREET VIEW. THESE SIGNS MAY UTILIZE ELECTRONIC MESSAGE BOARDS,
HOWEVER, MESSAGES SHALL NOT CHANGE MORE THAN ONE TIME PER TEN (10) SECONDS.
TEMPORARY SIGNS:
- ONE (1) ALLOWED
- SQUARE FOOTAGE NOT TO EXCEED THIRTY-TWO (32) SQ FT
- BANNERS SHALL NOT EXCEED SIX FT (6’) IN HEIGHT FROM GRADE
- NO MORE THAN NINETY (90) DAYS
TEMP WINDOW SIGNS:
- QUANTITY NOT STIPULATED
- MAY NOT EXCEED THIRTY (30%) OF THE TOTAL
WINDOW AREA OF A BUILDING FACADE
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
2.0
S I T E P L A N
DIGITAL PICK-UP
SIGN PLACEMENT
SCALE: NTS
**NOTE: DIRECTIONAL TO BE INSTALLED WITH
A MINIMUM OF 2’ CLEARANCE FROM CURB
W O R K S C O P E
DL.1
D/F ILLUMINATED “DIGITAL PICKUP” DIRECTIONAL (QTY 1)DL.2
S/F DIRECTIONAL “BREAK AWAY CLEARANCE BAR” (QTY 1)
TP.1 TENANT PANEL REPLACEMENT FACE (QTY 2)
TEXT
DL.2
CB.1 FACE LIT MEDALLION WALL MOUNTED SIGN
WITH WHITE BACKER (QTY 2)
BS.1 S/F NON-LIT “PICK UP” BLADE SIGN - MOPUS BY OTHERS
(QTY 1)
TEXT
CB.1
TP.1
DL.1
DL.2
2'-0"
CB.1
WALNUT CREEK DR
NORTHWESTERN DR
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
10.0
TENANT PANEL REPLACEMENT FACE (Qty 2)
SQUARE FOOTAGE: 37.7
TP.1
FRONT VIEW
SCALE: 3/4" = 1'-0"
NIGHT VIEW
SCALE: NTS
7'-9" V.O.
8'-0" CUT SIZE (VIF)
FRONT VIEW
SCALE: 1/4” = 1’-0”1’-4”EQEQ8'-1" RETAINER WIDTH
4'-7" CUT SIZE (VIF)4'-8" RETAINER HEIGHT7’-1/2”x x
SPECIFICATIONS
1. WHITE POLYCARBONATE FACE
2. DIGITALLY PRINTED TRANSLUCENT VINYL V-5 & V-6
APPLIED 1ST SURFACE TO FACES
OPAQUE VINYL APPLIED 1ST SURFACE TO FACESV-2
3. 2" X 2" ALUMINUM ANGLE RETAINER WITH MITERED CORNERS P-2
WILL HAVE HINGE FROM EXISTING STRUCTURE ATTACHED TO
RETURN OF TOP RETAINER
COLORS/FINISHES
V-5
V-6
TRANSLUCENT VINYL PRINTED TO MATCH PMS 484C ROASTED RED
TRANSLUCENT VINYL PRINTED TO MATCH PMS 4625C ADOBO BROWN
P-2 ADOBO BROWN (JW CHIPOTLE BROWN)
V-2 Digital Print VINYL #2100-3651 ADOBO BROWN
A
SECTION A
SCALE: 3" = 1'-0"
EXISTING HINGE ATTACHED
TO EXISTING STRUCTURE
(2 HINGES)
EXISTING HINGE ATTACHED TO FACE
OF TOP ALUMINUM ANGLE RETAINER
POLYCARBONATE FACE
2" X 2" ALUMINUM ANGLE RETAINER
WITH MITERED CORNERS
V-2 V-5 xP-2
(RETAINER)4'-4" V.O.
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
8.0
105”H S/F DIRECTIONAL “BREAK AWAY CLEARANCE BAR” (Qty 1)
SQUARE FOOTAGE: 70
DL.1
ASSEMBLY INSTRUCTIONS
SCALE: NTS
PART NUMBER
CH1CB105-96-4X-ALT-
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
5.0
SQUARE FOOTAGE: 70
DL.1
NOTES
- TECHNICAL MEASUREMENTS TO BE VERIFIED PRIOR TO FABRICATION
- REPLACEMENT FACE ONLY
COLORS/FINISHES
P-8
V-4
POWDER COAT IFS RUSTIC SRBM 90146
WHITE REFLECTIVE VINYL
FRONT VIEW
SCALE: 3/8” = 1’-0”
SIDE VIEW
SCALE: 3/8” = 1’-0”
BACK VIEW
SCALE: 3/8” = 1’-0”
TOP VIEW
SCALE: 3/8” = 1’-0”
BREAKAWAY
SCALE: NTS 8’-9”4"
8’-0”4"9'-0" CLEARANCE2"
4"
6" CURB
(TYP)1’-3”8’-0”2"7
1
2
3
4
6
8
9
10
105”H S/F DIRECTIONAL “BREAK AWAY CLEARANCE BAR” (Qty 1)
3’-9”5
PART NUMBER
CH1CB105-96-4X-ALT-
1’-3”NOTE: ENSURE SITE PLAN SHOWS
CLEARANCE BAR ON CURB.
DOUBLE BEVEL WELD
WITH A MIG WELDER
SPECIFICATIONS
1. 4” X 4” X 1/4” ALUMINUM SQUARE TUBE WITH P-8
2. 3/8” ALUMINUM TOP PLATE P-8
3. PIVOT
4. 2” X 4” X 1/8” ALUMINUM RECT TUBE P-8
5. BLACK PVC CAPS IN END OF 2” X 4” ALUM RECT TUBE
6. WHITE REFLECTIVE VINYL APPLIED FIRST SURFACE TO CLEARANCE BAR V-4
7. BREAKAWAY: TO MINIMIZE DAMAGE FROM IMPACT, THE TOP BEAM WILL
GIVE WAY AND ROTATE WHEN STRUCK. BEAM CAN THEN BE MANUALLY
ROTATED BACK TO ORIGINAL POSITION
NOTE: ROTATION FORM FIXED POSITION WILL BREAK SHEAR / ALIGNMENT PIN
WHICH CAN BE EASILY SERVICED DURING REALIGNMENT OF CLEARANCE BAR
8. SLOTTED 1/2” ALUMINUM BASE PLATE ATTACHES TO EMBEDDED BOLTS IN CAISSON
9. (4) 1/2” DIAM X 18”L ANCHOR BOLT WITH 1/8” STEEL SPACER PLATES W/
WASHERS AND LEVELING NUTS (15” EMBEDMENT)
10. CONCRETE AND REBAR DONE BY SIGN VENDOR SUBCONTRACTOR
WO#0010
CH1CB105-96-4X-ALT
WO#0011
CH1CB105-96-4X-COAT
WO#0012
CH1CB105-96-4X-VINYL
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
6.0
105”H S/F DIRECTIONAL “BREAK AWAY CLEARANCE BAR” (Qty 1)
SQUARE FOOTAGE: 70
DL.1
NOTES
- TECHNICAL MEASUREMENTS TO BE VERIFIED PRIOR TO FABRICATION
- REPLACEMENT FACE ONLY
COLORS/FINISHES
P-8
V-4
POWDER COAT IFS RUSTIC SRBM 90146
WHITE REFLECTIVE VINYL
J-BOLT ASSEMBLY
SCALE: NTS
ELEVATION
SCALE: 1/2” = 1’-0”
BASE PLATE
SCALE: 1” = 1’-0”
PIVOT / SHEAR PIN DETAIL
SCALE: NTS
8 5/16" O.C.1’-3”1’-3”6" CURB (TYP)
CAISSON FINISHED HEIGHT:
LEVEL W/ TOP OF CURB
ADJUST LEVELING NUTS TO INSURE HORIZONTAL
CLEARANCE BAR IS LEVEL @ 9’-0”
9
(2) #4 TIES TOP 5” W/ #4 TIES @ 6” O.C. TOP 17” W/ #4 TIES
@ 9 1/2” O.C. REMAINDER AND (6) #6 VERTS, 3” CLEARANCE
FORMED 2500 PSI CONSOLIDATED CONCRETE
24” SONOTUBE FORM
GRADE
8
8
SQ TUBE
PASS-THRU
(WELD TOP
& BOTTOM)
5
4"9'-0" CLEARANCE TO GRADE4"
8’-0”8'-4 1/2"1"3’-3”6”
3/4” DIAM X 6 1/2”L BOLT
NYLON LOCK NUT
FENDER WASHER
FENDER WASHER
3/4” JAM NUT
W/ PERMANENT
LOCTITE
4
5
1
2
3
FENDER WASHER
NOTE:
(4) EXTRA SHEAR
PIN SCREWS &
(1) EXTRA HEYCO CAP
WILL BE TAPED INSIDE
END OF TUBE FOR
FUTURE USE
SHEAR / ALIGNMENT PIN:
1/4” X 2” NYLON SCREW
1 1/2” X 1 1/2” X 1/8” ALUM
SQ TUBE (CRUSH SLEEVE)
TACK WELD TO INSIDE OF
RECT TUBE
REMOVE HEYCO CAP FOR
ACCESS TO SHEAR PIN
1/2” NUTS & WASHERS
1/2” LEVELING
NUTS & WASHERS
1/8” STEEL SPACER PLATE
(4) 1/2” ALL-THREAD
(WELD TO SPACER
PLATES TYP.)
1/8” STEEL SPACER PLATE
10
PART NUMBER
CH1CB105-96-4X-ALT-
1’-3”
SPECIFICATIONS
1. 4” X 4” X 1/4” ALUMINUM SQUARE TUBE WITH P-8
2. 3/8” ALUMINUM TOP PLATE P-8
3. PIVOT
4. 2” X 4” X 1/8” ALUMINUM RECT TUBE P-8
5. BLACK PVC CAPS IN END OF 2” X 4” ALUM RECT TUBE
6. WHITE REFLECTIVE VINYL APPLIED FIRST SURFACE TO CLEARANCE BAR V-4
7. BREAKAWAY: TO MINIMIZE DAMAGE FROM IMPACT, THE TOP BEAM WILL
GIVE WAY AND ROTATE WHEN STRUCK. BEAM CAN THEN BE MANUALLY
ROTATED BACK TO ORIGINAL POSITION
NOTE: ROTATION FORM FIXED POSITION WILL BREAK SHEAR / ALIGNMENT PIN
WHICH CAN BE EASILY SERVICED DURING REALIGNMENT OF CLEARANCE BAR
8. SLOTTED 1/2” ALUMINUM BASE PLATE ATTACHES TO EMBEDDED BOLTS IN CAISSON
9. (4) 1/2” DIAM X 18”L ANCHOR BOLT WITH 1/8” STEEL SPACER PLATES W/
WASHERS AND LEVELING NUTS (15” EMBEDMENT)
10. CONCRETE AND REBAR DONE BY SIGN VENDOR SUBCONTRACTOR
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
7.0
1/2” NUT
1/2” FLAT WASHER
SIGN MOUNTING PLATE
1/2” FLAT WASHER
1/2” LEVELING NUT
TOP OF CONCRETE
CAISSON
1/2” ALL-THREAD
1/8” STEEL SPACER PLATE
1/8” STEEL SPACER PLATE
1/2” DOUBLE NUT
ANCHOR BOLT DETAIL
SCALE: NTS
8 5/16" O.C. TYP
10 1/2”
10 1/2”
3”
8” O.C.
1’-6”15” EMBEDMENT7”
3”
VALUE CLEARANCE BAR CAISSON PARTS LIST
REBAR RINGS = (6) #4 REBAR: 18” DIAM
REBAR VERTICALS = (6) #6 REBAR: 34”L
ANCHOR BOLT ASSEMBLY = (4) 1/2” DIAM X 18”L ALL-THREAD W/ WELDED SPACER PLATES
HARDWARE = 1/2” NUTS: (16)
1/2” FLAT WASHERS: (8)
CONCRETE FORM = 24” SONOTUBE
REBAR CAGE DETAIL
SCALE: NTS
3"
TYP3"2"6”6”9 1/2”9 1/2”3”1'-6" (REBAR RING)
2'-0" (CAISSON)
EQ
EQ
EQ
EQ
EQ
EQ
2'-10" (REBAR STRAIGHT)3'-3" (CAISSON)REBAR CAGE
CONCRETE AND REBAR DONE BY
SIGN VENDOR SUBCONTRACTOR
105”H S/F DIRECTIONAL “BREAK AWAY CLEARANCE BAR” (Qty 1)
SQUARE FOOTAGE: 70
DL.1
PART NUMBER
CH1CB105-96-4X-ALT-
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
9.0
36”H D/F ILLUMINATED “DIGITAL PICKUP” DIRECTIONAL DISPLAY (Qty 1)
SQUARE FOOTAGE: 1.5
DL.2
PART NUMBER
NOTES
- EXACT FOOTING DIMENSIONS TO BE DETERMINED BY ENGINEER
SPECIFICATIONS
1. 1/2” ALUM BASE PLATE WATER JET CUT P-7
2. BRAKE FORMED 1/8” ALUM “POST” WITH CAPPED TOP AND
REMOVABLE SIDE PANEL FOR ACCESS P-7
P-73. 1/8” ALUM FACE WITH REVERSE CUT TEXT
V-24. 3/16” #7328 WHITE ACRYLIC
5. SLOAN PRISM MINI WHITE LED DOWN LIGHTING IN CROSS BAR
6. 1/4” X 2” ALUMINUM FLAT BAR STRINGERS AS REQUIRED
7. WELD FORMED “POST” TO BASE PLATE
8. POST BASE PLATE ATTACHES TO EMBEDDED BOLTS IN CAISSON
5/8” DIAM X 18” ANCHOR BOLT WITH 1/4” X 1-1/2” DIAM PLATE WASHER
9. CONCRETE AND REBAR DONE BY SIGN VENDOR SUBCONTRACTOR
COLORS/FINISHES
P-7 POWDER COAT SILVERLINE PRISMATIC 0-6% GLOSS
RUSTIC TEXTURE UTB-5223
V-2 ARLON OPAQUE VINYL #2100-3651 ADOBO BROWN
NOTE: 3’-0” IS MAX HEIGHT PER CODE
SIDE VIEW
SCALE: 1" = 1'-0"
ANCHOR BOLT DETAIL
SCALE: NTS3"1’-2”3/4"
BRAKE FORMED 1/8” ALUM
POST WITH CAPPED TOP
AND REMOVABLE COVER
3” DIAM HOLE FOR
ELECTRICAL FEED
3/4” SLOT
MOUNTING PLATE
TOP VIEW
SCALE: 1” = 1’-0”
1
5/8” DIAM X 18” ANCHOR BOLT
7
CROSS SECTION VIEW
SCALE: 3” = 1’-0”STRAIGHT-ON GRAPHICS
FACE VIEW
SCALE: 1" = 1'-0"
FRONT VIEW
SCALE: 1" = 1'-0"
BACK VIEW
SCALE: 1" = 1'-0"
4"
5"3’-0”6"8"8"
2
3
4
5
6
8
9
NIGHT VIEW
SCALE: NTS
7 1/4"2'-7 1/8"WO#0013
CMG2DL36-8-6L
WO#0014
CMG2DL36-8-6L-COAT
DATE
DATE
LANDLORD APPROVAL
CLIENT APPROVAL
JOB #:
DATE:
DESIGNER:
SALES REP:
PROJ MGR:
SHEET NUMBER
1
2
3
4
5
6
7
8
9
10
269764-R4
04.29.2022
J. Dowden
D. McClurkin
C. Abercrombie
CARMEL, IN
#4424
10575 N. MICHIGAN RD.
CARMEL, IN 46032
06.07.22
06.21.22
06.23.22
06.27.22
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
00.00.00
JD
JD
MW
JD
XX
XX
XX
XX
XX
XX
BH.3 CHANGED TO AW.3, DELETED CH.3, FH.1 CHANGED TO CB.1, DL.2 CHANGED SITE PLACEMENT
CHANGED BOTH BUILDING SIGNS TO 3' MEDALLION W/ BACKER, ADDED MN.1,TP.1 ADDED SIZE
UPDATE TENANT PANEL ART & REVISE ELEVATIONS
CB.1 CHANGED TO 4', REMOVED MN.1, ADDED RETAINER TO TP.1
XXXX
XXXX
XXXX
XXXX
XXXX
XXXX
11.0
S/F NON-LIT “PICK UP” BLADE SIGN - MOPUS BY OTHERS (Qty 1)
SQUARE FOOTAGE: 1
BS.1
COLORS/FINISHES
NOTES
- PAINT ALL EXPOSED FASTENERS TO MATCH ADJACENT FINISH
SPECIFICATIONS
1. 1/2” WHITE ACRYLIC (TWO REQUIRED FOR DOUBLE FACE VERSION)
FRONT: ROUTED GRAPHICS NON ROUTED PORTION P-6
- PEPPER GRAPHIC 1/16” DEPTH (1/32” BIT)
- PICK-UP & PHONE GRAPHIC 1/8” DEPTH (1/8” BIT)
BACK: DRILLED AND TAPPED MOUNTING HOLES FOR 10-32 HARDWARE
NOTE: BACK AND RETURNS ARE BARE ACRYLIC (UNPAINTED)
2. 1/8” ALUMINUM ROUTED AND BRAKE FORMED BRACKET P-3
3. FLUSH TO WALL MOUNT: MOUNT DISC TO WALL WITH STUDS AND ADHESIVE
4. SIDE / CEILING / PEDESTAL MOUNT: ATTACH DISC TO BRACKET WITH 10-32 PAN
HEAD SCREWS (OR XMAS TREE CLIPS FOR D/F VERSION)
ATTACH BRACKET TO WALL WITH 1/4” FASTENERS AS REQUIRED
5. RACK MOUNT: ATTACH DISC TO BRACKET WITH 10-32 PAN HEAD SCREWS
(OR XMAS TREE CLIPS FOR D/F VERSION); MOUNT BRACKET TO
SQUARE TUBE FRAME OF RACK WITH ZIP TIES AS REQUIRED
P-3 PAINT WHITE SATIN
P-6 PAINT AKZO-NOBEL “BLACK” SATIN FINISH
FRONT VIEW (WALL MOUNT)
SCALE: 1 1/2" = 1'-0"
SIDE VIEW
SCALE: 1 1/2" = 1'-0"
SIDE VIEW (WALL MOUNT)
SCALE: 1 1/2" = 1'-0"
SIDE VIEW (RACK MOUNT)
SCALE: 1 1/2" = 1'-0"
TOP VIEW (WALL MOUNT)
SCALE: 1 1/2" = 1'-0"
TOP VIEW (RACK MOUNT)
SCALE: 1 1/2" = 1'-0"1/2"1’-0”
1’-1 1/8”4”1/2"
1 1/8"
DOUBLE FACE CONVERSION
SCALE: NTS
DOUBLE ENDED
XMAS TREE CLIPS
ADD 1/8” SPACER P-3
REMOVE (4) PHILLIPS SCREWS
AND REPLACE WITH DOUBLE
ENDED XMAS TREE CLIPS
ADD 2ND
PICK-UP DISC
PICK-UP DISC MOUNTING OPTIONS
SCALE: NTS
FLUSH-TO-WALL MOUNT
SIDE MOUNT SIDE MOUNT
CEILING MOUNT
PEDESTAL MOUNT
ORIENTATION OF BRACKET
TO DISC DETERMINES
MOUNTING CONFIGURATION
5
ATTACH BRACKET WITH (2)
ZIP TIES AND CLINCH TIGHT
WITH PLIERS AS NEEDED
2
21
2 1 2
P-6
P-3
P-3
P-3
P-3
PART NUMBERS
CMG1BL12-14-1XSFFLSH
CMG1BL12-14-1XSFBRKT
CMG2BL12-14-1XDFBRKT
Receipt#:7661
Carmel City Hall:317-571-2400 Date:7/18/2022
One Civic Square
www.carmel.in.gov
Payment Receipt Paid ByBrent Bennett
Invoice #Case Type Case Number Sub Type
-SIGN S-2022-00224 COM
Tender Type/Description Amount
CREDIT-Credit Card 109.19
-
-
Sub Total:109.19
Fees:
Fees Code /Description Amount
SIGNINIMP-Sign Installation Improvement 109.19
-
-
-
-
-
-
-
Sub Total:109.19
Total Amount Due:109.19
Total Payment:109.19
Received By:ashalit Code:DEFAULT_Recpt7661_18_7_2022_ashalit Page:1 of 1
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