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HomeMy WebLinkAboutPlans,FullSet_2013.09.07_Part4SD1.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 SD1.0 SITE DETAILS.dwg SD1.0 6/3/2013 2:09:55 PM 07/19/2013 AS SHOWN HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE NOTES AND DETAILS JOB NO: 130343 STRAIGHT CURB & PAVEMENT SECTION SCALE: 1-1/2"=1'-0"SD1.0 6 HEAVY DUTY PAVEMENT SECTION7 LIGHT POLE DETAIL SCALE: 1/2"=1'-0"SD1.0 9 STANDARD DUTY PAVEMENT SECTION8 SCALE: 1-1/2"=1'-0"SD1.0 SCALE: 1-1/2"=1'-0"SD1.0 CONCRETE JOINT DETAILS3 SCALE: N.T.S.SD1.0 PATH PAVEMENT SECTION4 SCALE: 1 1/2" = 1'-0"SD1.0 CURB JOINT DETAIL5 SCALE: N.T.S.SD1.0 ACCESSIBLE PARKING SPACE2 SCALE: N.T.S.SD1.0 BICYCLE RACK DETAIL SCALE: N.T.S.SD1.0 1 PIPE BOLLARD SCALE: 1/2"=1'-0"SD1.0 10 HANDRAIL DETAIL11 SCALE: 3/4"=1'-0"SD1.0 FLAG POLE DETAIL 12 SCALE: N.T.S.SD1.0 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 CATCH BASIN DETAIL 13 SCALE: N.T.S.SD1.0 SD2.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 SD2.0 UTILITY SITE DETAILS.dwg SD2.0 6/3/2013 2:09:55 PM 07/19/2013 AS SHOWN HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 UTILITY SITE DETAILS JOB NO: 130343 WATER PIPE DETAIL SCALE: 1/2"=1'-0"SD2.0 7 TYPICAL GATE VALVE & VALVE BOX SCALE:1/2"=1'-0"SD2.0 6 CASTINGS w/IN ASPH. SCALE: N.T.S.SD2.0 2 BOX INLET DETAIL SCALE: N.T.S.SD2.0 1 SLOPE BOTTOM IN THE DIRECTION OF THE FLOW OUTLET PIPE STRUCTURE ID WATER QUALITY FLOW RATE (CFS) PEAK FLOW RATE (CFS) RETURN PERIOD OF PEAK FLOW (YRS) PIPE DATA:I.E.MATERIALDIAMETER INLET PIPE 1 OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTHHEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: RIM ELEVATION * PER ENGINEER OF RECORD GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech-cpi.com 4.VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5.STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 3.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. VORTSENTRY HS DESIGN NOTES #### RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. THE STANDARD SOLID COVER CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. CONFIGURATION OPTION DESCRIPTION GRATE INLET (NO INLET PIPE) GRATE INLET WITH INLET PIPE THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 6,991,114; 7,296,692; RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. VORTSENTRY HS STANDARD DETAIL SCALE: N.T.S.SD2.0 4 DOWNSPOUT DETAIL SCALE:1/2"=1'-0"SD2.0 3 TRENCH DRAIN DETAIL SCALE: 1-1/2"=1'-0"SD2.0 5 DS #15 DS #9 CONC. COLLAR 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 L1.0 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com ENGINEERING SURVEYING ARCHITECTURE REVISIONS THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED. © 2013 WIGHTMAN & ASSOCIATES, INC. P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B50 AutoCAD\130343 L1.0 LANDSCAPE PLAN.dwg L1.0 9/5/2013 3:20:19 PM 07/19/2013 1" = 20' HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, IN PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 SITE LANDSCAPE PLAN JOB NO: 130343 LA W N LAWN LAWN LAWN Planned Environment Associates, Inc. P.O.Box 2256, Chesterton, Indiana 46304 219-926-5689 www.Planviron.com (S O D ) (SEED) LAWN (SEED)EXISTING EXISTING EXISTING EXISTING TREE PLANTING DETAIL NO SCALE PROPOSED BUILDING (SEED) (SEED) LAWN (SEED) LAWN (SEED) ANNUALSBY OWNER TREE PRESERVATION DETAIL NO SCALE 11 1 IDENTIFICATION SIGN EXISTING SEE TREE PRESERVATION DETAIL - THIS SHEET SEE TREE PRESERVATION DETAIL - THIS SHEET SEE TREE PRESERVATION DETAIL - THIS SHEET 1 11 SEE TREE PRESERVATION DETAIL - THIS SHEET 1 REMOVE EXISTING ASH TREE 1 EXISTING EXISTING EXISTING EXISTING LA W N (S O D ) LA W N (S O D ) EXISTING TREES TO REMAIN 10' P E D E S T R I A N A N D B I C Y C L E P A T H ANNUALSBY OWNER CA R M E L D R I V E OLD M E R I D I A N S T R E E T 480.0 SQ.FT. OF COBBLESTONES OVER FABRIC. SEE SECTION THIS DRAWING COBBLESTONE SLOPE SECTION NO SCALE 1 SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.2013 A B 1 2 3 WO R K R M 6' - 4 " x 1 1 ' - 0 " BR E A K 10 ' - 2 " x 1 0 ' - 1 0 " TE L L E R 24 ' - 0 " " x 1 0 ' - 0 " 4' - 6"11' - 0"2' - 0"11' - 6"6" LO B B Y 24 ' - 0 " x 2 4 ' - 9 " C UN N A S S G N 9' - 0 " x 1 1 ' - 0 " UN N A S G N 9' - 0 " x 1 1 ' - 0 " BM 9' - 0 " x 1 1 ' - 0 " CS R 9' - 0 " x 1 1 ' - 0 " EL E V EQ U I P 9' - 0 " x 9 ' - 5 " CO N F R O O M 16 ' - 6 " x 8 ' - 6 " JA N 5' - 0 " x 4 ' - 0 " ST A I R WA I T I N G CS R 9' - 0 " x 1 1 ' - 0 " AB M 9' - 0 " x 1 1 ' - 0 " CA S H 9' - 0 " x 1 1 ' - 0 " EL E V 6' - 4 " x 8 ' - 4 " VE S T I B U L E 9' - 8 " x 9 ' - 5 " 6"37' - 4"6"33' - 10"6" 31 ' - 4 " 34 ' - 8 " CO I N C O U N T E R PR I N T E R AR E A I N C L U D E S CO F F E E C O U N T E R AN D T V 6" 1' - 2 " 10 ' - 0 " 6" 6' - 4 " 6" 9' - 0 " 6" 9' - 0 " 6" 9' - 0 " 6" 9' - 0 " 6" 10 ' - 6 " 9' - 2 " 6" 6" 66 ' - 0 " 1' - 0 " 7' - 8" 6"11' - 0 1/16"6"11' - 0"6"10' - 10" 10"WO M E N 8' - 0 " x 8 ' - 0 " ME N 8' - 0 " x 8 ' - 0 " EX T E R I O R LI G H T I N G 67 ' - 6 " 12 ' - 6 " 5' - 0 " 2' - 4 " 7' - 0 " 2' - 4 " 7' - 0 " 2' - 4 " 7' - 0 " 2' - 4 " 7' - 0 " 2' - 4 " 9' - 4 " 4' - 0"5' - 0"5' - 0"3' - 6"19' - 10" 72' - 8" 6" 3' - 1 0 " 5' - 0 " 16 ' - 8 " 5' - 0 " 10 " 4' - 0 " 4' - 0 " 7' - 4 " 10 ' - 0 " 9' - 4 " 6" 4' - 8"5' - 0"5' - 4"7' - 0"2' - 4"7' - 0"2' - 4"7' - 0"2' - 4"7' - 0"2' - 4"7' - 0"2' - 4"8' - 0" 1' - 0" 6"71' - 8" 73' - 2" 8' - 5 15/16"1' - 0"8' - 4" 1' - 0" 5' - 0"6"11' - 0" 24' - 0"6"10' - 10" A B 1 23 ST A I R C ME N 8' - 0 " x 8 ' - 0 " ROOF BELOW WO R K R M 6' - 4 " x 1 1 ' - 0 " UNNASSGN 1 9'-0" x 11'-0"C. LOAN 2 9'-0" x 11'-0"C. LOAN 1 9'-0" x 11'-0" BR E A K 10 ' - 2 " x 1 0 ' - 1 0 " WORK 7'-1" x 8'-6"MORTGAGE SALES 2 11'-0" x 9'-0"CONF.11'-0" x 17'-3"MORTGAGE SALES 1 11'-0" x 9'-0"MORTGAGE SALES 3 11'-0" x 9'-0"MORTGAGE SALES 4 11'-0" x 11'-11"67' - 6"ELEV 6'-4" x 8'-4"OPEN OFFICE 21'-8" x 31'-7" 6"33' - 10"6"37' - 4"6" 34' - 8" 6" 1' - 2 " 10 ' - 0 " 6" 6' - 4 " 6"9' - 0"6"9' - 0"6"9' - 0"6"9' - 0"6"9' - 0"1' - 0" 6" 66' - 6"6"17' - 3"6"9' - 0"6"9' - 0"6"9' - 0"6"11' - 11"UNNASSGN 2 9'-0" x 11'-0"6"11' - 0 1/16"6"11' - 0"6"10' - 10"9' - 2"MECH 10'-2" x 18'-4" WO M E N 8' - 0 " x 8 ' - 0 " VEST. BELOW OPEN TO BELOW 6" 30 ' - 1 0 " 6"34' - 8"6"ROOF BELOW 8' - 6 " 3' - 1 0 " 2' - 0 " 5' - 4 " 4' - 0"5' - 4"4' - 0"5' - 4"4' - 0"5' - 4"4' - 0"3' - 8"8' - 0" 4' - 8"4' - 0"8' - 0"4' - 0"7' - 4"6' - 0"3' - 4" 72' - 8" 4' - 4 " 4' - 0 " 3' - 4 " 4' - 4 " 15' - 4"5' - 8"4' - 0"6' - 0"4' - 0"6' - 0"4' - 0"5' - 0"5' - 0 1/2"4' - 0"7' - 3 1/2"4' - 0"5' - 4"4' - 0"5' - 4"4' - 0"5' - 4"4' - 0"5' - 4"4' - 0"1' - 6"2' - 4"9' - 2"2' - 0"11' - 0"6"5' - 0"1' - 0"8' - 4"1' - 0"8' - 5 15/16" 10' - 10"6"24' - 0" 10 ' - 2 " 6"72' - 8"73' - 2"67' - 0"DATE:SCALE:THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED.© 2013 WIGHTMAN & ASSOCIATES, INC.JOB NO:REVISIONSWIGHTMAN&ASSOCIATES,INC.ENGINEERING SURVEYING ARCHITECTURE PROJECT NAME:2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com 1/8" = 1'-0"P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B40 Revit\130343_Horizon_Carmel_SD Submittal.rvt 9/4/2013 5:48:54 PM FLOOR PLANSHORIZON BANK A1.0CARMELHORIZON BANK 13034309/06/2013CARMEL, INDIANA 46032 SE E S I T E P L A N F O R T R U E N O R T H SC A L E : PLAN NORTH 1 / 8 " = 1 ' - 0 " FI R S T F L O O R P L A N Fi r s t F l o o r = 3 , 6 6 6 S F Se c o n d F l o o r = 3 , 6 6 6 S F To t a l B u i l d i n g = 7 , 3 3 2 S F SEE SITE PLAN FOR TRUE NORTHSCALE:PLANNORTH 1/8" = 1'-0"SECOND FLOOR PLAN First Floor = 3,666 SF Second Floor = 3,666 SF Total Building = 7,332 SF502 FRANKLIN SQUARE MICHIGAN CITY, INDIANA SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.20131SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.20131 FI R S T F L O O R EL . 0 ' - 0 " SE C O N D F L O O R EL . 1 4 ' - 0 " B. O . T O W E R EL . 2 7 ' - 4 " TO W E R H E I G H T EL . 3 1 ' - 0 " T. O . P I L A S T E R EL . 2 4 ' - 4 " B. O . R O O F EL . 1 0 ' - 8 " PR E - F I N I S H E D S T A N D I N G SE A M M E T A L R O O F 8 12 8 12 NE W P R E - F I N I S H E D CO M P O S I T E M E T A L PA N E L F A S C I A LI M E S T O N E O R N A M E N T EN T R Y C A N O P Y LI M E S T O N E S I L L LI M E S T O N E S I L L LI M E S T O N E AW N I N G FA C E B R I C K LI M E S T O N E JO I N T S I N D I C A T E D W I T H TH I S N O T A T I O N A R E T O B E HE L D A N D I N T E R M E D I A T E PA N E L S B E T W E E N T H E HE L D J O I N T S A R E T O B E EQ U A L S I Z E ( T Y P . ) 1" R E C E S S E D F A C E B R I C K 24 S Q U A R E F O O T HO R I Z O N B A N K B L A D E SI G N T. O . T O W E R EL . 3 7 ' - 0 " 9' - 4" FIRST FLOOR EL. 0' - 0"SECOND FLOOR EL. 14' - 0"B.O. TOWER EL. 27' - 4"TOWER HEIGHT EL. 31' - 0"T.O. PILASTER EL. 24' - 4"B.O. ROOF EL. 10' - 8" 8 12 8 12 PR E - F I N I S H E D S T A N D I N G S E A M M E T A L R O O F PRE-FINISHED COMPOSITE METAL PANEL FASCIA LIMESTONE FACE BRICK LIMESTONEJOINTS INDICATED WITH THIS NOTATION ARE TO BE HELD AND INTERMEDIATE PANELS BETWEEN THE HELD JOINTS ARE TO BE EQUAL SIZE (TYP.)T.O. TOWER EL. 37' - 0" 9' - 4" 15' - 5" 5' - 0 " FI R S T F L O O R EL . 0 ' - 0 " SE C O N D F L O O R EL . 1 4 ' - 0 " TO W E R H E I G H T EL . 3 1 ' - 0 " T. O . P I L A S T E R EL . 2 4 ' - 4 " B. O . R O O F EL . 1 0 ' - 8 " 8 12 8 12 PR E - F I N I S H E D S T A N D I N G SE A M M E T A L R O O F PR E - F I N I S H E D CO M P O S I T E M E T A L PA N E L F A S C I A LI M E S T O N E FA C E B R I C K LI M E S T O N E S I L L LI M E S T O N E AT M DR O P B O X JO I N T S I N D I C A T E D W I T H TH I S N O T A T I O N A R E T O B E HE L D A N D I N T E R M E D I A T E PA N E L S B E T W E E N T H E HE L D J O I N T S A R E T O B E EQ U A L S I Z E ( T Y P . ) 4' - 0 " 4' - 0 " T. O . T O W E R EL . 3 7 ' - 0 " 9' - 4" FIRST FLOOR EL. 0' - 0"SECOND FLOOR EL. 14' - 0"B.O. TOWER EL. 27' - 4"TOWER HEIGHT EL. 31' - 0"T.O. PILASTER EL. 24' - 4"B.O. ROOF EL. 10' - 8"812812PRE FINISHED STANDING SEAM METAL ROOF PRE-FINISHED COMPOSITE METAL PANEL FASCIA LI M E S T O N E L I N T E L LI M E S T O N E O R N A M E N T FA C E B R I C K LI M E S T O N E S I L L LI M E S T O N E JO I N T S I N D I C A T E D W I T H TH I S N O T A T I O N A R E T O B E HE L D A N D I N T E R M E D I A T E PA N E L S B E T W E E N T H E HE L D J O I N T S A R E T O B E EQ U A L S I Z E ( T Y P . ) 1" R E C E S S E D F A C E B R I C K 24 SQUARE FOOT HORIZON BANK BLADE SIGNT.O. TOWER EL. 37' - 0" AW N I N G 5' - 0"9' - 4"15' - 5"DATE:SCALE:THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED.© 2013 WIGHTMAN & ASSOCIATES, INC.JOB NO:REVISIONSWIGHTMAN&ASSOCIATES,INC.ENGINEERING SURVEYING ARCHITECTURE PROJECT NAME:2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com 1/8" = 1'-0"P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B40 Revit\130343_Horizon_Carmel_SD Submittal.rvt 9/4/2013 5:50:16 PM EXTERIOR ELEVATIONSHORIZON BANK A2.0CARMELHORIZON BANK 13034309/06/2013CARMEL, INDIANA 46032 SC A L E : 1 / 8 " = 1 ' - 0 " A2 . 0 3 WE S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 . 0 2 SO U T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 . 0 4 EA S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 . 0 1 NO R T H E L E V A T I O N 502 FRANKLIN SQUARE MICHIGAN CITY, INDIANA SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.20131 PR O V I D E ( 2 ) B A R R I E R F R E E SI G N S A N D P R O V I D E ( 1 ) BA R R I E R F R E E , V A N AC C E S S I B L E S I G N . L O C A T E A T BA R R I E R F R E E P A R K I N G SP A C E A D J A C E N T T O T H E 8 ' - 0 " PA S S E N G E R L O A D I N G S P A C E . SI G N M U S T C O M P L Y W I T H ST A T E B A R R I E R F R E E RE Q U I R E M E N T S A N D T H E A D A 2" ˜ P O S T P / P W / C A P VA N AC C E S S I B L E MI N . MIN. 12 " 18"60" 8" 24" DATE:SCALE:THE REPRODUCTION, COPYING OR OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT IS PROHIBITED.© 2013 WIGHTMAN & ASSOCIATES, INC.JOB NO:REVISIONSWIGHTMAN&ASSOCIATES,INC.ENGINEERING SURVEYING ARCHITECTURE PROJECT NAME:2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage, MI 49002 Phone: (269) 327-3532 264 Western Avenue Allegan, MI 49010 Phone: (269) 673-8465 www.wightman-assoc.com 1/2" = 1'-0"P:\130343 Horizon Bank- Horizon Bank Carmel, IN\B) Drawings\B40 Revit\130343_Horizon_Carmel_SD Submittal.rvt 9/4/2013 5:50:57 PM PERSPECTIVE &SIGNAGEHORIZON BANK A3.0CARMELHORIZON BANK 13034309/06/2013CARMEL, INDIANA 46032 ST O P R1 - 1 24 " x 2 4 " 30 " x 3 0 " VA N A C C E S S I B L E 18 " x 1 2 " Pr o j e c t S i g n a g e 502 FRANKLIN SQUARE MICHIGAN CITY, INDIANA AR E A : 1 . 5 S . F . AR E A : 1 . 5 S . F . AR E A : 2 8 . 6 S . F . AR E A : 2 6 S . F . AREA: 2.7 S.F.AREA: 2.7 S.F.SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.20131SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET - 09.06.20131