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HomeMy WebLinkAboutPacket 10-1-13 site plansHORIZON BANK NORTH EAST CORNER OF OLD MERIDIAN STREET AND CARMEL DRIVE f � R MULTI -USE ZONING OMN • K PROPOSED / / ! 12 HORIZON BANK 3 666 SF (FOOT .� � PRINT) MEIJER ZONING LOMiM 7:- ZONING j .W OMN '• \ ' CHANGE TO OMN ! \ C� \ 1. ZONING � J CARMEL, INDIANA 46032 . ili� /�1111c- -7 11� • t e A^ S4 �• �� 4N�T _ Y 4 A LINE Z f APARTMENTS jai ZONING y. � PUD 4 u • !i ' 'I( OFFICE r ;1 LZONING a M /O J i SITE PLAN g SCALE. 1 "= 30'47' CONTACT INFORMATION INDEX OF DRAWINGS NO SHEET TITLE ISSUE DATE LAST REVISED WIGHTMAN & ASSOCIATES, INC. ENGINEERING SURVEYING ARCHITECTURE 2303 Pipeslane Roatl Benton Harbor. M149022 Ph11e:(269)927 -0100 9035 Portage Reatl Po"'..M149302 Ph.— (269) 327 -3532 264 Western Avenue Allegan M149010 Phone' (269) 673-8465 Qzwa HORIZON BANK LANDSCAPE ARCHITECT: PLANNED ENVIRONMENT ASSOCIATES, INC T10 TITLE SHEET 07/192013 09A62013 Nt�'+w 9hlmanasw -LONG LEG VERTICAL JAMES JAKSA, NCARB CFM STUWART FRANZEN C00 SURVEY (BY OTHERS) 07/192013 09/062013 LAV VICE PRESIDENT FACILITIES &SERVICES PO BOX 2256 ALUMINUM LOG - LOCATE AUX AUXILIARY 502 FRANKLIN SQUARE CHESTERTON, IN 46301 CI 0 SITE DIMENSIONAL PLAN 071192013 09/962013 BD MICHIGAN CITY, INDIANA 46360 PHONE: (219) 926-5689 - MAXIMUM BLK'G - BLOCKING MIN - MINIMUM PHONE(219) 874-9209 -BEAM C1 1 SITE UTILITY PLAN 07/192013 09MB2013 MTL FAX .'(219)874 9202 SURVEYOR BRONZE J � m � CENTER LINE E-MAIL: JJAKSAOACCESSHORIZON COM AMERICAN STRUCTUREPOINT INC C20 SITE GRADING PLAN 071192013 09MB2013 CL CEILING TRACY MCGILL - OUTSIDE DIMENSION COL COLUMN 0 - OVERHANG CIVIL ENGINEER I ARCHITECT 7260SHADELANDSTATION C30 SITE BRAINAGE AREA PU4tl 07/192013 091062013 VNGHTMAN & ASSOCIATES, INC INDIANAPOLIS IN 46256 - CONTINUOUS - PHASE, DIAMETER CONTR - CONTRACTOR CHRISTOPHER BRAYAK, AIA PHONE (317) 547 -5580 C4 0 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 07/192013 091062013 C W 2303 PIPESTONE RD FAX (317) 5430270 -POINT OF SALE - DIAMETER, PHASE PREFAB - PREFABRICATED BENTON HARBOR, M149022 - DIAMETER, DIAGRAM C50 SITE LIGHTINQ PLAN 07/192013 091062013 PT PHONE: (269) 927 -0100 CITY OF CARMEL - - DRIVE -THRU PTN - PARTITION DWG. - DRAWNG FAX: (269) 927 -1300 E -MAIL: CBRAYAK @WGHTMAN -ASSOC COM DEPARTMENT OF ENGINEERING: MIKE MCBRIDE, P E CPt 0 STORM SEWER PLAN AND PROFILE SHEET 071192013 09/062013 PROJECT NAME EACH ELECTRIC CITY ENGINEER SDIO SITE NOTES & DETAILS 07/192013 mm 013 CARMEL HORIZON CITY OF CARMEL- DEPARTMENT OF COMMUNITY THIRD FLOOR, 1 CIVIC SQUARE REQ'D - REQUIRED EQUIP EQUIPMENT BANK BHWVICFSL.,%k- AND40NU1G1 CARMEL, IN 46032 SD20 SITE UTILITY DETAILS 07/192013 09N62013 CARMEL, INDIANA 48032 MIKE HOLUBAUGH PHONE: (317) 571 -2441 ECO -FLOOR CLEAN OUT STL -STEEL F,D DIRECTOR OF COMMUNITY SERVICES (PLANNING FAX: (317) 571 -2439 LI 0 LANDSCAPE PLAN (BY OTHERS) 07/192013 09/062013 - SURFACE MOUNTED AND ZONING) EMAIL MMCBRIDE @CARMEL IN GOV S.W. -SAFE WASTE FO.M -FACE OF MASONRY T&G THIRD FLOOR, 1 CIVIC SQUARE FO S A1.0 FLOOR PLANS 07/192013 D91062013 -FIRE RATED PANELING -FLOOR SINK CARMEL IN 46032 TYPICAL FT FTG -FOOT - FOOTING UR - URINAL GA PHONE: (317) 571 -2417 VEN A20 EXTERIOR ELEVATIONS 071192013 09/062013 - VERTICAL FAX: (317) 517-2426 - GENERAL CONTRACTOR VEST - VESTIBULE G P.M - GALLONS PER MINUTE V T R EMAIL: MHOLUBAUGH @CARMEL IN GOV GRID A30 PERSPECTIVE & SITE SIGNAGE 07/19/2013 MM/2013 - GREASY WASTE A31 RENDERINGS 09232013 LEGAL TABLE LIST OF ABBREVIATIONS LEGAL JURISDICTION CRY OF CARMEL. INDIANA A I C -ALT INTERRUPTING CAPACITY L L H -LONG LEG HORIZONTAL A B - ANCHOR BOLT L L V -LONG LEG VERTICAL AFF ABOVE FINISHED FLOOR L p -LOW POINT ALT - ALTERNATE LAV - LAVATORY ALUM ALUMINUM LOG - LOCATE AUX AUXILIARY LG -LONG B.0 - BOTTOM OF MAS - MASONRY BD -BOARD MAX - MAXIMUM BLK'G - BLOCKING MIN - MINIMUM BM. -BEAM MTD - MOUNTED BOT,BOTT - BOTTOM MTL -METAL BRZ BRONZE J � m � CENTER LINE N I C -NOT IN CONTRACT C, COND CONDUIT O C ON CENTER CL CEILING OD - OUTSIDE DIMENSION COL COLUMN 0 - OVERHANG GONG - CONCRETE 010 -OUT TO OUT CONN - CONNECTION CONT - CONTINUOUS - PHASE, DIAMETER CONTR - CONTRACTOR It -PLATE CTR - CENTER PLYWD.,PLWD - PLYWOOD C W -COLD WATER P O S -POINT OF SALE - DIAMETER, PHASE PREFAB - PREFABRICATED DIA - DIAMETER, DIAGRAM P S F p 6I - POUNDS PER SO FOOT _POUNDS PER SO INCH DBL - DOUBLE PT - PRESSURE TREATED DR - DRIVE -THRU PTN - PARTITION DWG. - DRAWNG PVC - POLYVINYL CHLORIDE EF EXHAUST FAN R D -ROOF DRAIN EA. ELECT EACH ELECTRIC RECEPT. - RECEPTACLE EL EV ELEVATION REINF. - REINFORCING EQ EQUAL REQ'D - REQUIRED EQUIP EQUIPMENT R WL - RAIN WATER LEADER EW EACH WAY SO - SQUARE EXT EXTERIOR S /S,.SS - STAINLESSSTEEL ECO -FLOOR CLEAN OUT STL -STEEL F,D FLOOR DRAIN STIR - STRUCTURAL FE -FIRE EXTINGUISHER SURF MID - SURFACE MOUNTED FIN FL - FINISH FLOOR S.W. -SAFE WASTE FO.M -FACE OF MASONRY T&G - TONGUE AND GROOVE FO S -FACE OF STUD T O S -TOP OF SLAB F,RP FS: -FIRE RATED PANELING -FLOOR SINK ryp TYPICAL FT FTG -FOOT - FOOTING UR - URINAL GA -GAUGE VEN - VENEER GALV - GALVANIZED VERT - VERTICAL G -C - GENERAL CONTRACTOR VEST - VESTIBULE G P.M - GALLONS PER MINUTE V T R -VENT THRU ROOF GRID - GROUND G W - GREASY WASTE W -WIDE, WASTE Gyp - GYPSUM W/ -WITH HORIZ - HORIZONTAL W.0 W.C.0 -WATER CLOSET -WALL CLEAN OUT HT. - HEIGHT WD -WOOD H W. W H -WATER HEATER NO -HAND DRYER ]HAND W.I B -WALK IN BOX HP -HORSE POWER, HIGH POINT W p _WATER PROOF I D W W F - WELDED WIRE FABRIC I NSUL - INTERIOR DESIGN - IN SULATION W W M - WELDED WIRE MESH PROJECT INFORMATION AND SUMMARY TOTAL PROJECT ACREAGE = 42,7664 (0, 9B ACRES) EXISTING ZONING = OMN, OLD MERIDIAN / VILLAGE ZONING OF ADJACENT PROPERTIES: NORTH =OMN SOUTH =OM10 EAST = PUD, OM /O WEST =OM/M BUILDING CODE: 2008 INDIANA BUILDING CODE MECHANICAL CODE 2008 MECHANICAL CODE PLUMBING CODE 1999 INDIANA PLUMBING CODE ELECTRICAL CODE: 2009 INDIANA ELECTRIC CODE FIRE CODE 2008 INDIANA FIRE CODE TYPE OF CONSTRUCTION: VB BUILDINGAREA 3°666 SF FOOTPRINT Z 2 STORY =7,332 SF BUILDING F F E : 85686' BUILDING COVERAGE CALCULATION: 3,666 SF / 90 A. 435W SF = B 6% LOT COVERAGE 18,634 SF IMPERVIOUS+ 24,180 SF PERVIOUS 42.812 SF 16.034 541 47.012 SF = 43% WATER: 6 CARMEL WATER DIVISION PAUL PACE e,ra��s/ S Vuxenl 3450 W 131 STREET � ■r�5` CARMEL, IN 46074 DISTRIBUTION (317)]332855 FIELD SERVICES (3 17) 7332855 FAX (317) 7332053 GAS COMPANY' a1N` VECTREN RANDY CRUTCHFIELD 1600 ALLISONVILLE ROAD NOBLESVILLE IN 46061 PHONE: (317) T 1F5560 ELECTRIC COMPANY. DUKEENERGY Pd'ed tnim he 1 PHONE: (800) 774-0246 SANITARY: CLAY TOWNSHIP REGIONAL WASTE DISTRICT (CTR WD) ED WOLF 9604 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 PHONE: (317) 571 -2634 FAX (317) 571 -2636 PHONE COMPANY: AT&T STEVE KREBS PHONE (371) 252 -0275 .CABLE COMPANY: BRIGHT HOUSE NETWORKS 352 GRADLE DRIVE CARMEL, IN 46032 PHONE: (896) 8324281 1a 6 e,ra��s/ S Vuxenl � ■r�5` Nµ CarmelHasplpl y+Ly.. �. 1V 1.1anS WMam $1 a1N` ci ./ 9 MAJM 4 61TE 7 & LIGATION • iYr7- �� Pd'ed tnim he 1 i rJGlu..raw �yY ► = g � 4*laktarwp �. Grt11:e+r:• /UniveiulY J � m e.,nn Haw w I M.vIM • Senn SITE LOCATION MAP S SCALE: N.T.S. E )RIZON BANK FRANKLIN SQUARE HIGAN CITY, IN Z _Z UO 0 :D Z W aZ J0 QU I' 0 aL" Q z REVISED FOR TAG REVIEW AND PLANNING COMMISSI( SUB COMMITTEE - 09 23 20' REVISIONS DATE 071192013 SCALE JOB NO 13T 1. 0 INWLEX,P4 DRAINAGE STRUCTURE INFORMATION DS. 11 - ST. S. DRAINAGE INLET OS XI7- NEWS wSXmES600PKtah_ch EUTBEoCH`X`AN? CASTING - NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RIM B57.B6' 0.5, AI- 2IEW VORTSENTRY1KI77 BMP CASTING• EXISTING 65 LP 15" OUL flLP 861.51' NEW CONK CASTINO. 14EW SOLID BY WW RIM. 05577' 15`Ob6. 653.515' RIM • 857.20' RN. I NE I £X. DO 1 17'01A RI'.P BSI.T2 INV.l RE INEWOUTI 551FIVTNA,RCPO0.28Y. 652.73' D.& 02 - ST. S. DRAINAGE INLET I NE I wvISWINEWN 15lF IYD A RCP nti5 5.129]` CASENO• EXISTING 653.07 O.E.910- OiDT145ED - RIM ` 049.75' M9:W 058 75 LP Irum RCP @0.73% j INV, NE EX: 14 71' IRA RCP 840.84" WV, 5 EX. OUT 21'LIIA. RCP muff MANHOLE w/7 SUMP CS, MI- NEW B'DIA, P. CONC_ LD COVER CASTING- NEW R- 1777 -A SOLID CGVER Q,H. WI - ST, S. QRWNAGE 1141 ET CASTING EXISTING NRY RI,17' M • 857 RQ.1. 850 50' ES7.47" INV. 71E MEIN Dirt 15 LT• 1Y DIIL RCP O-13A 86 ➢.97' OVV, SiV E2:.[WT 31' DIA RCP 1VV. NE E IN .15'1346 RCP 847.tQ 647 SU Siu9 INY. E NEW R1 28 LF 17" DIA. RCP g0,3T'A 153.07' INV- SW MEW 354F12'I3ARCP0G_W% 851b7' ❑. &14- B7. 9. MANHOLE INV. I E 1 KEW IN 1 22 CF IY OIA. RCP 2 0,5176 I 90.7d- iNV- SW NEW IN 75 LF 17' DIA RCP j@6.S3A 15107' I AWWG• EXISTING INWLEX,P4 SAN. PA- SAN, S LIAAW I I2'OIA.RCP 657 "58 OS XI7- NEWS wSXmES600PKtah_ch EUTBEoCH`X`AN? CASTING - NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RIM B57.B6' SE NEW 89 65 LP 15" OUL flLP 861.51' NEW CONK HE EX. OUT 15`Ob6. 653.515' INV..SE MEW OIIT Tti0 LF 52` ERA• RCP tlAVA I57.'.d` 15. ST, &MANHOLE T WG- EXISTING O,S.N13 • NEW 4`DU6 PRECAST CDNC. CATCH BASIN wI 2'SW 856.16' CASTING ^ NEW R- 3287 -SBIO w9 BACK I" ' 857.00' I NE I EX, IN 1 10' 090. HOPE 653.07 IXV, E M9:W 058 75 LP Irum RCP @0.73% j 887.57' 5E EX OUT 1Y WA. RCP 657.96' B4 V- NRY KEWIN WIL F6 "DIAe FYC t60% ES7.47" W EXIN I B -OIAHD 65.178' INV. N MEW IN 24 LF 8' DI& PVC 100% 1 85387! 16^ NAP TING• EXISTING 0.5,914- KENT 77 '.72 'PREC4ST CONC. 6OX44LET • 058.12' CASTING • NEW R.32M5 V NV BACK NM+ 858,60' W. ST. S. CURB INLET IXV, 7R NEW T)1/I I . 017 . AlA RCP 0.31% 152.16' VNQ - REPLACE - REMOVE BACK 8 INSTALL NEW GRID 856.29' D.S, e15- NEW 22a 22` PRECAST CONC. Box INLET CASTING - NEW R-3286-BV 855.70' I1N1 EX. OUT 1 IT TINA. "C"' R52 ii' 18. ST. S. CURB INLET" INV. W MEW OUT 78 LF 12' WA^stw e6S7%A 153,76- TING - EXISTING 855.52' INV. I E 1 KEW IN 1 22 CF IY OIA. RCP 2 0,5176 I 90.7d- NwI EX,w I i2'M. RCP 851.4T D.S.1I8- NEW 77x 22" PRECAST CONC, BOA 1/4LET CASTING- NEW Ra26643V Rm. 655.94' UITEgyTA- SANITARY STRUCTURE INFORMATION SAN. PA- SAN, S LIAAW I•{I ' CASTING- EXISTING OUT STD RIM 8 1� 1 . IP46r.. NF E %.OLR S•AIh WC 64697 IIfV. Sri EA IN 8 "OIA, PVC 15'LDHO STUB 856:41 / .', 4 7 � PEA VIF - CONNECTION HEAVY DUTY \L2: N53 °55'40 "W -3.42 LI' POINT SAN 08- SM. S. mm OLE CASTING- EXISTING ADJO�INER - RX4- 853 PP THE CITY OF SW k %. W 8' DIA PVC 1943W NOTE: 1. CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS. VERIFY CASTINGS SPECIFIED ARE APPROVED BY THE MUNICIPALITY, 2, TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 000. PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECT'S AND MUNICIPALITIES APPROVAL PROVIDE MANUFACTURER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, DELTA INDUSTRIAL PRODUCTS: 1400A53-9323 EXISTING 856 25' SETBACKS OM/V LOT COVERAGE REQUIRED PROVIDED IMPERVIOUS: 18,634 OF FRONT: DOD' 000' PERVIOUS: 24,1805E SIDE o6Q' 000• TOTAL SITE 42,812 SF REAR 0DO' 11350' LOT COVERAGE RATIO. 43% PARKING COUNT CAR PARKING REQUIRED. 1/1200 SF= 7 SPACES REQUIRED PROVIDED: BARRIER FREE 1 STANDARD 17 TOTAL 18 BICYCLE PARKING 1/100 FT OF BUILDING FRONTAGE REQUIRED. 4 MIN PROVIDED 4 Ei HYDRANT -- B' WIDE SIDEWALK - REMOVE EXISTING DAMAGED DEVELOPMENT SIGN QY 13.3 IA7 I•{I ' R. OUT STD 11' 'RITECH EASEMENT - 1� 1 . R4T NO 200100074921 651.7r 051w 85130• / STANDARD DUTY SW.C1ifl. NE IN. / SEC 26 T1 ON. R3E / / .', 4 7 � PEA L1: N7 °42'36 "W-22,994' HEAVY DUTY \L2: N53 °55'40 "W -3.42 LI' L N60.4UM"W -146 2303 P peslone Road Benton Harbor MI 49022 PAVEMENT. SEE 71SD1 ADJO�INER - I THE CITY OF 9835 PoOage Road INST NO, 200D001�B0 'LIGHT DUTY ,w TY'p, P9PE / 10' UIX.RY Envoia F- Phone (269) 3273532 INST NO 9609618586 p / 264 Western CONCRETE / HYDRANT BITUMINOUS CONCRETE PAVEMENT AND Phone (269) 6734465 [NOW CONCR '(HEAVY (HEAVY DUTY AT DRIVES) SIDEWALK Ight.n ... com 4T DRPJHI, FE 7 1SDI SEE 71SD1 RAMP CURB BARRIER FREE TYPE' O - ,1M�B AGN r $ #pO.EXAB'1916G f M BSiG� 1 %49IWCi STOP SIGN !Y- UITEgyTA- Ag100W111 F TA04E SIM E OF ND STRM BITUMINOUS CONCRETE '+ Np1 AS11'� ER (STANDARD DUTY AT PARKING 5.519 F.XIRitNC W H,R N SPACES), SEE 815DI D.S.89 .803.00' J R•5 -.fnli Ei HYDRANT -- B' WIDE SIDEWALK - REMOVE EXISTING DAMAGED DEVELOPMENT SIGN QY EXISTING 8ARR1 k PLANTER FREE RAMP CUT OFF EXISTING CURB _ • �" HEAD, SEE X /SDl0 PLANTER � 40'UTILITY EASEMENT � IIIRbE TMRI- TH - i INST NO. 200000035380 f MAN L ON E SIDE i- �`- �� 40' UTILITY EASEMENT NEW 0"R N INST NO 200000035380 r fJ 601 I I A 4`r • G +&` + ' BOr+ TES'! r A''y CONCRETE CURB AND GUTTER TYPE II PER CARMEL STANDARD PLAN (TYPICAL) PROPOSED R.O.W. LINE R W LINE - 1. RAMP TYPE A .. Li. \` BRA 13.3 IA7 I•{I ' R. OUT STD 11' 'RITECH EASEMENT - 1� 1 . R4T NO 200100074921 651.7r 051w 85130• XI$TINGBARRIER • --- -.. FAS£ RAMP STANDARD DUTY SW.C1ifl. NE IN. / SEC 26 T1 ON. R3E HARRISON MON. / .', 4 7 � PEA L1: N7 °42'36 "W-22,994' HEAVY DUTY \L2: N53 °55'40 "W -3.42 LI' L N60.4UM"W -146 2303 P peslone Road Benton Harbor MI 49022 PAVEMENT. SEE 71SD1 ADJO�INER - •F THE CITY OF 9835 PoOage Road INST NO, 200D001�B0 'LIGHT DUTY ,w TY'p, P9PE / 10' UIX.RY Envoia F- Phone (269) 3273532 INST NO 9609618586 p EXISTING 8ARR1 k PLANTER FREE RAMP CUT OFF EXISTING CURB _ • �" HEAD, SEE X /SDl0 PLANTER � 40'UTILITY EASEMENT � IIIRbE TMRI- TH - i INST NO. 200000035380 f MAN L ON E SIDE i- �`- �� 40' UTILITY EASEMENT NEW 0"R N INST NO 200000035380 r fJ 601 I I A 4`r • G +&` + ' BOr+ TES'! r A''y CONCRETE CURB AND GUTTER TYPE II PER CARMEL STANDARD PLAN (TYPICAL) PROPOSED R.O.W. LINE R W LINE - 1. RAMP TYPE A .. Li. \` BRA "\ I•{I ' PLANTER ` ��, I� 1.f 4Sr.077V OUT STD )PUS 21 STORY BANK. ?= TOTAL 1� 1 . PAVING LEGEND SAN 3A60 S.F.F .RNT FIN Fl STANDARD DUTY /•�`$7• � ?RMER. '.a�, .. i� ID / .', 4 7 � PEA f HEAVY DUTY ARCHITECTURE BITUMINOUS 2303 P peslone Road Benton Harbor MI 49022 PAVEMENT. SEE 71SD1 Phone (269) 927 -0100 •F PATH PAVEMENT 9835 PoOage Road rd• 'LIGHT DUTY Portage M149002 TY'p, P9PE / BITUMINOUS Phone (269) 3273532 B.I6' PAVEMENT, SEE 415131 264 Western CONCRETE Allegan MI Q 49010 010 HYDRANT BITUMINOUS CONCRETE PAVEMENT AND HEAVY DUTY BITUMINOUS CONCRETE(STANDARD DUTY AT / 1 PARKING SPACES) SEE 7 /SD1 / \, 2 10' WIDE FUTURE Y ASP/6V.Y PATH ALIGN CENTER OF GROUND SIGN WITH�t,,, FACE OF CURB NEW LL FLAG POLE 1 GROUND- 6 . O b •4. LIMITS OF - } CCWSTRUC(IDH. PROPOSED 50' HALF R.O.W, LINE EXISTING R OW LINE A .. DRECTIDNAL fAB. P ii R1Y:e L 6B 94' L = 7 66' R - 5.02' N]'2p'27•W.'aw PROPOSP ACCESS 7B wm \ \` L> J DIRECTIONAL L R • .17' SIGN O 1mrW "1a2T` F. RAMP PL 1299' C R 36,02' �d SITE DIMENSIONAL PLAN A I. SUBMITTED FOR PLANNING L3r COMMISSION INFORMATION WIGHTMAN & ASSOCIATES, INC Ut.5. 1B E105TRkT PAVING LEGEND � ENGINEERING M e53•71. STANDARD DUTY DATE- 6//19IZ013 BITUMINOUS SURVEYING PAVEMENT, SEE 8ISD1 f HEAVY DUTY ARCHITECTURE BITUMINOUS 2303 P peslone Road Benton Harbor MI 49022 PAVEMENT. SEE 71SD1 Phone (269) 927 -0100 r PATH PAVEMENT 9835 PoOage Road 'LIGHT DUTY Portage M149002 ff EXISTING BITUMINOUS Phone (269) 3273532 B.I6' PAVEMENT, SEE 415131 264 Western CONCRETE Allegan MI Q 49010 010 HYDRANT BITUMINOUS CONCRETE PAVEMENT AND Phone (269) 6734465 [NOW CONCR '(HEAVY (HEAVY DUTY AT DRIVES) SIDEWALK Ight.n ... com 4T DRPJHI, FE 7 1SDI SEE 71SD1 RAMP CURB BARRIER FREE TYPE' O - ,1M�B AGN r $ #pO.EXAB'1916G f M BSiG� 1 %49IWCi STOP SIGN !Y- UITEgyTA- Ag100W111 F TA04E SIM E OF ND STRM BITUMINOUS CONCRETE '+ Np1 AS11'� ER (STANDARD DUTY AT PARKING 5.519 F.XIRitNC W H,R N SPACES), SEE 815DI D.S.89 .803.00' J R•5 -.fnli RIM: 857.20' D -5.115 STOPSIGN RIM: 855.70' PROWCTRAME CARMEL HORIZON CUT OF CURB HEAD GUrMFI TO REMAIN DS. 94 EXLS"TUND BANK - BARRIER RX ,46OLO < CARMEL, INDIANA 46032 RAMP TYPE C L = 7,57' R =2400' �FREY L = 4 99' R= 400'(7, r PE�Q$U98U ° A7 \ t 13.8 11 E1DSTM RIM 8557T i } BARRIER FREE RAMPS •.. TYPE •01/11 A!r5 . 4 "CONGO SIDEWALK -TYP SDf`'- 1929'E °729u' POB \ r SW401A ,19300' a241Y ; HORIZON BANK SE COR W 12 SE 1/4 502 FRAIXO,IN SQUARE _ - -- SEC 26, ION. R3E MICHIGAN CITY. IN -- MAC, HAIL 00 WASNE'N $ 116 FOUND RIM:855.94' MAG NAIL FOUND 0 28' NORTH 8 0 23' EASTOFCORNER AND STONE FOUND 1 O D$ 811 RIM: 857,17 9.65 SOUTH AND 2.48' r 21 H 501 °19'28 "E -1050' EAST OF CORNER L U O.S n E70.5TX4G Q WM. 6SOL0' EXISTING �y Z RELOCATED LIGHT POLE W �r/^ � a vJ J z j0 U cr O LL Q Z \ \` L> J DIRECTIONAL L R • .17' SIGN O 1mrW "1a2T` F. RAMP PL 1299' C R 36,02' �d SITE DIMENSIONAL PLAN A I. SUBMITTED FOR PLANNING L3r COMMISSION INFORMATION PACKET - 09062013 REVISIONS PAVING LEGEND lad W+ rr STANDARD DUTY DATE- 6//19IZ013 BITUMINOUS SCALE I•.'.q PAVEMENT, SEE 8ISD1 HEAVY DUTY BITUMINOUS PAVEMENT. SEE 71SD1 PATH PAVEMENT SITE DIMENSIONAL 'LIGHT DUTY PLAN BITUMINOUS PAVEMENT, SEE 415131 CONCRETE PAVEMENT AND SIDEWALK JOB NO 138343 C1 RAMP CURB BARRIER FREE TYPE' O SHEETS 0 D FOR TAILS '0 DRAINAGE STRUCTURE INFORMATION D.S #1 - 87.5.17RAINAGE INLET 0.B -a9, NEW VORTBEAITRY 119 72 "1' CAS WG- EXISTING C"TING• KWSOLIDBYNFR. RNA+ 055.]] RW. 857.20' EXISTING ID,S.010 TNG - EXISTING _ CABTL#G -NL•TN R•1772•A 601.dOLOVER • 05050' EXISTING 6X0.60' r. EW IN D#V. N A1tl LF 1T DIA. YTP ~0.49Y. 653A ' _ .012- NEW 6' W 6EPoE5 600 PRESLOPED TRENCH DRAIN 59' CASTRO - NEW TYPE'C IRON GRATE BY TRENCH DRAIN MFR, R81 857.86' E% IN 12- DIA RCP NEW IN 65 LE Is-9{A, RCP 652da' NEW CON,, EX OGT 11S. Om. RC I =..SC INV. I SB I NEW ODT I 110 L¢ T2• DIA. RCA a 9.45'76 mm DA, 61]- NEW X DIA. PRECAST CONC- CATCH BASIN wl 2' SUMP ST. S. MANHOLE EXISTING 85618' CAffiTO#G• NEW R-3287SBIO w/ BACK RNA• 857.00' DASINNO- EXISTING " "•' RIM • 85B 12' CAS 1151j7_ ST.. S CURB INLET TRAM CASTIM1G- REPLACE - REMOVE BACK 8INSTALL NEW GRID INV, nu.-. eu on I- TING- EXISTING • 055 52' NOTE: 1. CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS. VERIFY CASTINGS SPECIFIED ARE APPROVED BY THE MUNICIPALITY. 2, TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 600, PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECTS AND MUNICIPALITIES APPROVAL PROVIDE MANUFACTURER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. DELTA INDUSTRIAL PRODUCTS: 1-8004539323 GENERAL NOTES: NEW R-32464V W BACK M." 9E W DUT P SY LF 1Y OIR NEW 2Y 22" PRECAST NEW RJ28"V 855,70' NEW R32B641V 855.94' EXISTING 856 25' f /JJ / / /Af / ff/ / / J w IXLE7 4% EXIST i (�J_ WATER TAP VALVE ✓� TY \�. , !`"� {� " ' / 5' LONG �X LAT CAPPED REUSE W / VERIFY ELEV /INFIELD INLET I PROPOSED (2) STORY BANK V.f ''^Q' �y7 �OG� 8FN 3 I 70STm / NEW 9/?�SE VIER EXISTING BTDAM'SEWBA 7,3325E TOTAL ., ,`..,` ✓% ,',� r, E %ISTN6ELEDTAIC NEW ELECTRIC EXIST DEVELOPMENT$KfN•; ��" VVSS77 EXST WATER J EJO5IING tELEV'H M NEW TELEPHONE — — EXST.GAS J ryE, EXST. STOW SEWER EXST£L£C ✓f. , WATER METER (INV652.78ry'' : / �{Y• �lF'1 3�` ✓e°�p_F `*•b 11' 4LIEAIT£T,ii EASEMENT INST. NO. 2001000] 4921 �• r SW COR., HE 114, I SEC 26 T1 BN, R3E 1 HARRISON MON FOUND t• L 2 L1: N1•aT2'40"W -94' • L2: N53 °55'40 "W -3.42' L >� L NBB °40'34 "W -4 46' f } / e f B .& IIB EXISTRI'6 1153.rr LIMITS OF CONSTRUCTION 40' UTILITY EASEMENT i INST, NO. 200000035300 / 40' UTILITY EASEMENT .1 INST NO. 200000035380 / �~`'- EMST B" '" WATER WATER WATE R WET ` .>• J/ 73 J /CIN• 501 TAP VALVE ✓� TY \�. , !`"� {� " ' / 5' LONG �X LAT CAPPED REUSE W / VERIFY ELEV /INFIELD J J PROPOSED (2) STORY BANK V.f ''^Q' �y7 �OG� 8FN 3 I 70STm / NEW 9/?�SE VIER EXISTING BTDAM'SEWBA 7,3325E TOTAL ., ,`..,` ✓% ,',� ' (�J\ RIM. 65 Y E %ISTN6ELEDTAIC NEW ELECTRIC NEW 3,666 S. F. FOOTPRINT EJO5IING tELEV'H M NEW TELEPHONE — — ENNiWG FIBER OPTICS TRARSEOMOR FN FL = 056 88' ELECT METER CO ryE, y ;y. ' WATER METER (INV652.78ry'' : / �{Y• �lF'1 3�` ✓e°�p_F `*•b rI (INSIDE) CONDENSER 6" WYE WI C INV I 8540)' 02' ^Y✓7"W15516 !$ /✓1 FQ5 '•(- D Accm UNITS .AS METER y \ Gil C.O. (INV. 853.71') f • �!. W e Ell PROPOSED (VERIFY ROUTING WITH YEi jVERIFV ROUTING WITH UTILITY CO) PROPOSED GAS �gEgj- 1 SERVICE VERIFY i� 'Sy( r.a••'r ROUTING w / UTILITY CO, i{ GAS VALVE A/ EX ST FIB ER OPTICS 03.017 �- EXST TELEP mu.+>aT -^a' \ '{ / —ExS:i TE'[E➢HONE PCJLF 1 ALL WORK SHALL CONFORM TO ALL LOCAL. STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN \'' LIMITS OF — FORCE AT TIME OF CONSTRUCTION ADJOIN ER: CONSTRUCTION 2 ARCHITECTURAL WORK SHALL BE ACCORDING TO THE INTERNATIONAL BUILDING THE CITY OF `'e-+ `\ PROPOSED R.O W CODE AS MODIFIED BY THE STATE OF INDIANA INST- NO:1Z=U EXOT R OW 3 ELECTRICAL WORK SHALL BE PERFORMED BY A STATE OF INDIANA LICENSED ELECTRICIAN ACCORDING TO THE N F A NATIONAL ELECTRICAL CODE AS MODIFIED BY THE STATE OF INDIANA FURNISH AND 1D' UTILITY EASEMENT- +, EXS4 ELEC FLAG POLE INSTALL ALL MATERIALS AND LABOR TO PROVIDE A COMPLETE WORKING SYSTEM, INST NO, 960961B5Bfi 4 ALL PLUMBING WORK SHALL BE PERFORMED BY A STATE OF INDIANA LICENSED PLUMBER ACCORDING TO?�I t-EXBT WATER FLAG POLE LIGHT THE INTERNATIONAL PLUMBING CODE AS MODIFIED BY THE STATE OF INDIANA AND LOCAL HEALTH -TLS EXST GASMONl1L1lI1T U TT DEPARTMENT FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE A FULL WORKING SYSTEM { 5. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE INTERNATIONAL MECHANICAL CODE SIGN `\ �✓ ! { { AS MODIFIED BY THE STATE OF INDIANA AND THE INDIANA ENERGY CODE. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO 6 ALL WORK SHALL OCONFORM PROVIDE O T N C HE D ANA HAND HANDICAPPED ACCESSIBILITY CODE AND THE AMERICANS 7 WAT R SERVICE PRESSURE TESTING AND CHLORINATION SHALL BE PER THE CARMEL WATER DIVISION SITE MATERIALS & CONSTRUCTION NOTES: AND HEALTH DEPARTMENT REQUIREMENTS, \ l'OC .� �� PROPOSED 5U J B SANITARY SEWER INSTALLATION AND TESTING MUST MEET THE REQUIREMENTS OF THE CLAY TOWNSHIP 1 SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSI WHERE UNDISTURBED NOTIFY HALF RO.W. { WASTE DIVISION(CTRWO) AND THE INDIANA DEPT OF ENVIRONMENTAL QUALITY TH E ARCHITECT IF LESSER CONDITIONS ARE ENCOUNTERED (G.0 TO VERIFY BEARING \ \ \\ .EXST. ROW I 9. ALL REGULATORY SIGNAGE (IF SPECIFIED) SHALL BE PER THE INDIANA DEPARTMENT OF CONDITION IN THE FIELD. ) TRANSPORTATION (INGOT) 2 FOOTING CONCRETE SHALL BE POURED TO THE DEPTH REQUIRED TO BEAR ON - 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, TAP UNDISTURBED SOIL OR ON GRANULAR FILL COMPACTED T09B %MODIFIED PROCTOR FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND ALL OTHER FEES REQUIRED DENSITY FOR PROPOSED WORK THIS SHALL INCLUDE, BUT SHALL NOT BE UMITED TO THOSE REQUIRED BY THE 3 CONCRETE TESTING -CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING INDIANA DEPARTMENT OF TRANSPORTATION ENGINEER TO VERIFY THE SLUMP, AIR ENTRAINMENT AND PROVIDE (3)CYLINDER I 11 CONTACT "HOLEY MOLEY" AT 811 FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM OF 40 HOURS SAMPLER FOR EACH DAYS POUR OR EACH 50 CY OF CONCRETE WHICHEVER OCCURS I BEFORE COMMENCING EXCAVATION WORK THIS DOES NOT RELIEVE THE CONTRACTOR OF THE MOST OFTEN \ _ RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "HOLEY MOLEY" ALERT 4 SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SYSTEM THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE SHOULD BE PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS ` 9,+ UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. FROM DISTURBANCE, RAIN AND FREEING SURFACE RUN-OFF WATER SHOULD BE 12 ANY SANITARY SEWER SANITARY SEWER SERVICE LEADS WATER MAIN WATER SERVICES OR STORM DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND, IF POSSIBLE, ALL \ SEWER WHICH IS DAMAGED BY THE CONTRACTOR DURING HIS OPERATIONS SHALL BE REPAIRED TO THE FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF OWNERS SATISFACTION AND AT THE CONTRACTORS EXPENSE. THIS IS NOT PRACTICAL, THE FOOTING EXCAVATIONS SHOULD BE ADEQUATELY , •, , 13 THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ELECTRICAL TRANSFORMER PAD PER THE PROTECTED 1� UTILITY COMPANY SPECIFICATIONS 5 REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, 14 TELEPHONE UTILITY COMPANY SHALL PROVIDE UNDERGROUND TELEPHONE TO THE BUILDING AT THE FREEZING, OR CONSTRUCTION TRAFFIC, ETC, AND REPLACE WITH COMPACTED OWNERS EXPENSE. GRANULAR FILL 15 THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A PRE- CONSTRUCTION MEETING WITH THE 6 STORM SEWER SHALL BE HAMILTON COUNTY AND THE CITY OF CARMEL ENGINEERING DEPARTMENT PRIOR TO THE START OF A CORRUGATED DOWNSPOUT LEADERS SHALL BE HDPE PIPE BY ADS OR EQUAL CONSTRUCTION. B STORM SEWER SHALL BE CLASS IV REINFORCED CONCRETE PIPE 16 DESIGN, INSTALLATION AND SPECIFICATION FOR IMPROVEMENTS RELATED TO GAS, TELEPHONE, C INLETS, CATCH BASINS AND MANHOLES SHALL BE REINFORCED CONCRETE WITH ELECTRIC AND CABLE TELEVISION SERVICES SHALL BE COORDINATED BY THE CONTRACTOR RIM CASTINGS AS SPECIE ED IN THE DRAINAGE STRUCTURE INFORMATION TABLE \ \ 17 CONTRACTOR SHALL COORDINATE TELEPHONE, ELECTRIC, AND CABLE TELEVISION CONDUITS WITH THE 7 SANITARY SEWER PIPE MAY BE SCHEDULE 40 PVC SDR 3034 MATERIAL WITH SOLVENT \ APPROPRIATE UTILITY PRIOR TO PAVEMENT INSTALLATION WELDED SCHEDULE 60 FITTINGS. 10 CONTRACTOR IS TO UNCOVER AND CONFIRM ALL TAP LOCATIONS LOCATION DISCREPANCIES ARE TO BE B ALL WATER SERVICE LINES SHALL BE 7' TYPE "K" COPPER PIPE WITHIN 5'. OF BUILDING; BROUGHT TO THE ENGINEERS ATTENTION FOR RESOLUTION WITH COMPRESSION FITTINGS OR MECHANICAL FITTINGS OTHER THAN FLARED ENDS. \ 19 COMMERCIAL WATER SERVICES SHALL BE FITTED WITH AN INTERIOR BACKFLOW PREVENTION DEVICE (BY PROVIDE 5' COVER FROM FINISHED GRADE 4 - PLUMBER) 9 MAINTAIN 10 FOOT MINI MUM HORIZONTAL SEPARATION BETWEENTHESEWERAND 20 THE UTILITY CONTRACTOR IS TO PROVIDE THE WATER SERVICE PIPING FROM OUTSIDE THE BUILDING TO WATER MAIN UTILITIES PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE UTILITIES THE EXISTING WATER LINE THE CONTRACTOR SHALL COORDINATE SERVICES WITH THE WATER CROSS COMPANY 10 THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO % \ 21 CONTRACTOR /OWNER SHALL OBTAIN UTILITY CONNECTION PERMITS AND SETTLE APPLICABLE UTILITY BE LEFT OPEN OVERNIGHT AS REQUIRED 1 ASSESSMENTS PRIOR TO EXTENSION OF PUBLIC UTILITIES ONSITE 11. MATERIALS: 12 EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL 22 MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2 ADJUSTING A PARKING LOT PAVEMENT: HAVE LIMESTONE AGGREGATE AND SHALL HAVE 4 -6% AIR ENTRAINMENT WTHA RINGS FOR FINISH GRADE ADJUSTMENT • 1117'(165# /SYD)BIT. SURFACE NO. 11 ONTACKCOATOVER BROOM FINISH 23 ALL WATER MAIN TO HAVE A BURIAL DEPTH AS REQUIRED BY THE INDIANA DEPARTMENT OF 3" (440# /SYD) BIT, BINDER NO 9 ON TACK COAT OVER 13 EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/7' ASPHALT ENVIRONMENTAL MANAGEMENT FOR THE SPECIFIC REGION OF WORK IN HAMILTON COUNTY 8" NO. 53 STONE COMPACTED TO 95 %MODIFIED PROCTOR DENSITY IMPREGNATED FULL DEPTH 40' O.0 MAXIMUM B AT SIDEWALK INTERSECTIONS CRACK 24 EXCAVATION PERMITS SHALL BE OBTAINED FROM CITY OF CARMEL AND HAMILTON COUNTY B HEA W DUTY PAVEMENT: CONTROL SCORING AT SIDEWALK WIDTH DIMENSION AND @ 10'-0" O C IN DRIVES 25. DEMOLISH B REMOVE ALL EXISTING SITE FEATURES AS REQUIRED • 112' (165NSYD) BIT SURFACE NO 11 ON TACK COAT OVER 14 STRIPING OF PARKING STALLS AND RESTRICTING AREAS TO BE MITE BARRIER FREE 26 PROVIDE 4" DIA. SCHEDULE 40 PVC SLEEVES FOR IRRIGATION SYSTEM AND TELEPHONE SERVICE 4" (440#ISYD) BIT. BINDER NO 5 ON TACK COAT PARKING STRIPING SHALL BE BLUE. ALL LINES SHALL BE SINGLE STRIPE, 4" WIDE, TEMPORARILY CAP AND STAKE LOCATIONS FOR ENDS COORDINATE WITH THE TELEPHONE COMPANY FOR 3" COMPACTED 053 STONE STRAIGHT. EVENLY SPACED, AND UNIFORM IN LENGTH LOCATIONS EXTEND T-O" BEYOND CURB UNLESS NOTED OTHERWISE COORDINATE LOCATION AND 5-CO PACTED 02 AGGREGATE COMPACTED TO 95% MODIFIED PROCTOR 15 ALL SIGNS AND SUPPORTING STRUCTURES SHALL CONFORM TO THE LATEST EDITION SLEEVE TERMINATIONS WITH LANDSCAPING DENSITY OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 27 PROVIDE SEPARATE WATER METERS FOR POTABLE &IRRIGATION SERVICES, BY PLUMBING CONTRACTOR PREPARED SUBGRADE 16 IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH 2a THE CONTRACTOR SHALL REVIEW THE.GEOTECHNICAL REPORT PREPARED BY ENVIRONMENTAL SERVICE C PATH PAVEMENT RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER ALL UTILITY POLES ASSOCIATES, DATED JUNE 20, 2013 AND TAKE SPECIAL NOTICE TO TOPSOIL DEPTH AND GROUND WATER • 1 "- 110#ISYD HMA BITUMINOUS SURFACE TYPE'B' OVER SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY LOCATION BEFORE BIDDING THE PROJECT • 3"- 33MSYD HMA INTERMEDIATE TYPEWOVER • 5" COMPACTED AGGREGATE, NO 53 STONE ON COMPACTED SUBGRADE OVER • PREPARED SUBGRADE UTILITIES LEGEND YMBOL NAME EXISTING GAS _ NEW Gm — J EXISTING WATER ° NEW WATER EXISTING S!W. SEWER — = NEW 9/?�SE VIER EXISTING BTDAM'SEWBA -- = NEWBTOwuaEWER gyp; E %ISTN6ELEDTAIC NEW ELECTRIC .FIl3T. ELECT — EJO5IING tELEV'H M NEW TELEPHONE — — ENNiWG FIBER OPTICS — — — NEW FIBER OPTICS EXLVING CABLE TV NEW CABLE N I� F _•_ — CONDUIT, 4" CIA, PVC SEAL B MARK FOR IRRIGATION CONTRACTORS USE. �— — DOWNSPOUT LEADER B" DIA HDPE OR PVC �15 LF 12" DIA, ST S @033% 240 12" DIA ST.S @0.33% / RIM. 657 20' }4ti O B.N 15 FvQ RIM. 855.70' spa � N \EXST 15" DIA -STUB 61A D35'A__ J'. i X AWL • 7 R. Ir 524' 8100'X.1328' 1299' — EXST. GAS EXST. ELEC EXST, WATER SITE UTILITY PLAN € SCALE I " =20'-0" J L - 7 r R= 'AD �l 499' Ij.= 4 00' EXIST ELECT TRANS PROPOSED — COMIECTIDN POINT B• POB ,... 986'40i34'VI -563 BB' BE CDR .112 SE III SEC 26,18N , R3E MAG- NAIL w/ WASHER FOUND MAG, NAIL FOUND 0 28 NORTH 8 0 23' EASTOF CORNER AND STONE FOUND 165 SOUTH AND 2,48' EAST OF CORNER SITE PLAN NOTES: A DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. B IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR C ALL CURB RADII AND DIMENSIONS ARE TO FACE OF CURB. CURB TO BE PROVIDED WHERE SHOWN AND INTEGRAL WITH SIDEWALK AT PAVING EDGE D SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS SHOWN NOMINAL GRADING, SLOPE SIDEWALKS AWAY FROM BUILDING AT 114" PER FOOT ON ENTRY WALK 1 rd WIGHTMAN & ASSOCIATES, INC. ENGINEERING SURVEYING ♦ ARCHITECTURE 2303 P peslone Road Benton Harbo, MI 49022 Phone: (269) 927-01 00 9835 PoNage Road Pollage, MI 49002 Phone: (269)327 -3532 264 Weslem Avenue Allegan MI 49010 Phone: (269)67348465 — Mclhlman assoo wm ��PI' %ifk fr -� u119540TId STATE O � YPM J oil .. q 5 A PROJECT NAME CARMEL HORIZON BANK CARMEL, INDIANA 46032 nnil! 13F" DN BANK :LIRA SQUARE CITY, IN Z 10 Z (~j Z 1..L Z� W � aZ J0 > U 0- L 4I_ Q Z REVISED FOR TAC REVIEW AND PLANNING COMMISSION SUB COMMITTEE - 09 23 2013 REVISIONS SITE UTILITY PLAN I C1.1 I J ^ -?i LF 12" DIA ST. S 9033% 14 Ball 11 gyp; #UM: a57.1r .FIl3T. ELECT 6694'— S01 '19'26'E -1050' EXST. RED" = 46 39' OS, 43£XU2rTIITG SEWER NIA: BYI50' 1. 766' 02' ^Y✓7"W15516 FQ5 -- D Accm i X AWL • 7 R. Ir 524' 8100'X.1328' 1299' — EXST. GAS EXST. ELEC EXST, WATER SITE UTILITY PLAN € SCALE I " =20'-0" J L - 7 r R= 'AD �l 499' Ij.= 4 00' EXIST ELECT TRANS PROPOSED — COMIECTIDN POINT B• POB ,... 986'40i34'VI -563 BB' BE CDR .112 SE III SEC 26,18N , R3E MAG- NAIL w/ WASHER FOUND MAG, NAIL FOUND 0 28 NORTH 8 0 23' EASTOF CORNER AND STONE FOUND 165 SOUTH AND 2,48' EAST OF CORNER SITE PLAN NOTES: A DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. B IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR C ALL CURB RADII AND DIMENSIONS ARE TO FACE OF CURB. CURB TO BE PROVIDED WHERE SHOWN AND INTEGRAL WITH SIDEWALK AT PAVING EDGE D SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS SHOWN NOMINAL GRADING, SLOPE SIDEWALKS AWAY FROM BUILDING AT 114" PER FOOT ON ENTRY WALK 1 rd WIGHTMAN & ASSOCIATES, INC. ENGINEERING SURVEYING ♦ ARCHITECTURE 2303 P peslone Road Benton Harbo, MI 49022 Phone: (269) 927-01 00 9835 PoNage Road Pollage, MI 49002 Phone: (269)327 -3532 264 Weslem Avenue Allegan MI 49010 Phone: (269)67348465 — Mclhlman assoo wm ��PI' %ifk fr -� u119540TId STATE O � YPM J oil .. q 5 A PROJECT NAME CARMEL HORIZON BANK CARMEL, INDIANA 46032 nnil! 13F" DN BANK :LIRA SQUARE CITY, IN Z 10 Z (~j Z 1..L Z� W � aZ J0 > U 0- L 4I_ Q Z REVISED FOR TAC REVIEW AND PLANNING COMMISSION SUB COMMITTEE - 09 23 2013 REVISIONS SITE UTILITY PLAN I C1.1 I EXISTING V W .�W .. N We LF 2" _ 85666B' OIA. RCP • 0,4514 a65.OT EX.. IN I 12' UTA, RCP I ON 56' O,$. e12. NEW 6' W SERES 680 PNESLOPED TRENCH DRAIN New NI I nu 15"'DNk RCP 61[7.56• NEW COHk. CASTING - NEW TYPE 'C' IRON GRATE BY TRENCH DRAIN MFR. EX. QUi 13' DN. RC' e52 RICA ` 657.86' INV. SE KEWOUT 11DLiiZ- DIA..RCP q D.45<A !63.66' ST. S MANHOLE III _ p13� NEW 4' DIA. PRECAST CONC. CATCH BASIN wl2' SO EXISTING CASTING - NEW R -3287SBIO wl BACK BSfi.16' IIllm= 1117- TING- EXISTING = 858.12' H7 - ST, S. CURB INLET TING- REPLACE - REMOVE BACK 6 INSTALL NEW GRID = 856.29' NW €x 4X11 IF LNA RCP 662.H' A6. . ST, S d3HB INLET TING- EXISTING 855.52' •NW I EX, OUT I IT VIA, RCP I 85147' SANITARY STRUCTURE INFORMATION &U4Lm- SM.s.M,01HOLE DRAINAGE STRUCTURE INFORMATION D.S 111- ST. S DRAINAGE INLET 'V`p RIM: 657.20' D.S. R9- NEWVOHI BENIRY HS 72 BMY (CASTING - EXISTING NE CASTING - NEW SOLID BY MFR. RIM= 855.7T 648 1 WV. RIM= 857,20' INV. EX OUT I iF DUL RCP 1 65]72' MV. RE NEWOIIT 55LF 15'Dw.NCP'O435Y 662.7Y IJ.S N2- ST. S DRAINAGE INLET -X w 6J V. SW NEW IN ISLE 1T DIA.. RCP 031% 652.aT D.S. 910- NOT USED CASTING - EXISTING RIM = 849.75' ACCEPTABLE WITH OWNER'S, ARCHITECTS AND POINT INV. I NE I E% 21.OI.A NCP 016 94' W V. 8 E%. w. I1'OIA RCP S45.SS' O.S 011 - NEW 6 DIA, P. CONC., BT,. S. MANHOLE .12- BUMP CASTING NEW R- 1772 -A SOLID COVER 0, J. A3- $S, $. NA%F! YIL£T I:ASTIN,- EXISTING RIM = 850.50' FDA SYMBOLLEGEND: RIM = 857.17' EXISTING V W .�W .. N We LF 2" _ 85666B' OIA. RCP • 0,4514 a65.OT EX.. IN I 12' UTA, RCP I ON 56' O,$. e12. NEW 6' W SERES 680 PNESLOPED TRENCH DRAIN New NI I nu 15"'DNk RCP 61[7.56• NEW COHk. CASTING - NEW TYPE 'C' IRON GRATE BY TRENCH DRAIN MFR. EX. QUi 13' DN. RC' e52 RICA ` 657.86' INV. SE KEWOUT 11DLiiZ- DIA..RCP q D.45<A !63.66' ST. S MANHOLE III _ p13� NEW 4' DIA. PRECAST CONC. CATCH BASIN wl2' SO EXISTING CASTING - NEW R -3287SBIO wl BACK BSfi.16' IIllm= 1117- TING- EXISTING = 858.12' H7 - ST, S. CURB INLET TING- REPLACE - REMOVE BACK 6 INSTALL NEW GRID = 856.29' NW €x 4X11 IF LNA RCP 662.H' A6. . ST, S d3HB INLET TING- EXISTING 855.52' •NW I EX, OUT I IT VIA, RCP I 85147' SANITARY STRUCTURE INFORMATION &U4Lm- SM.s.M,01HOLE NOTE: L CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS. CASTWO= EXISTING 'V`p RIM: 657.20' RIM. a9E6a NE EX- OUT 0 OH. PVC 648 1 WV. BW t;C' PI 6'D1A lflAO 15'LONDSTUB1W,41 m. 'sw -X w I -OIL VIF - CONNECTION 600. PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECTS AND POINT M 4OLE Sm. *a- BM. S N CASFWG- EXISTING M F 71' 64v. sw EX.. IN Walk PVC FDA ID.S.614 - NEW 22" z 22" PRECAST CONC. BOX INLET (CASTING - NEW R- 3286dV wl BACK TRIM = 856.60' INV. NE I NEW ONr I 02 LF tr DIA RCP I!]SY 6aa.te 'U.S.a15- NE'W2d"r22'PNECASTCONC.RGXINLET (CASTING- NEW R412868V TRIM = 655.70' MV. W NEW OL7 LF $2, DM. RCP qn 0.73`e e67.Te' R. E NEW IN 72 LF $2 DIA RCP ft 0.1311 1 66TJe' I0.& e16- NEW 22" x 22' PRECAST CDNC. BDX INLET ,CASTING- NEW R- 3286AV TRIM = 655.94' YIV. W NEW GVT 22 LF 12" DU- RCP 0 6 Tvc 1 11 133- 113S N17- NOT USED f / I / / STAIR (2) jfJ NfSTE Fi1GHEs"T / STRCETI / T84 FL El DFFERE / MW. RED O.D. Ze JI r / �A/RXYUAPE „-.�- 45 f ,fFa r NEW A/W f. RAMP EXISTING AL POLE f TO REMAIN SW COR., NE 1K, SEC. 26 T1 ON. RSE HARRISON MON FOINI .0 _ REMOVE €3DSTp4G L1: N7.47Dery/.2.91' L2: NS]' S:'W4AT Ll L`� 67�'AO$4W -4A6' NE WW I6.RAAMP AD DINER THE CITY OF I INST. NO. 2003001 16' WTILITYEASEMENT INST NO 960961BS 16 RELOCATE ELECTRICAL RISER OR PLACE IN VAULT AS DIRECTED BY DUKE ELECTRIC EXISTING SWITCH GEAR TO REMAIN - PAINT CABINET AS DIRECTED BY DUKE ELECTRIC Y / l � I 1 �i V 1 [:Nv f 40' UTILITY EASEMENT 00 J INST. NO, 2000035380 J 40' UTILITY EASEMENT / \ INST. NO, 200000035380 �\g'p RYM. 6iB;.iY TIPOIJT \' Y 'yUNR PROPOSED (2) STORY BANK 7,332 S.F. TOTAL 3.666 SF FOOTPRINT FIN. FL • 69&66 6TIM 85371' 1 f/% r OAS TING - EXISTING NOTE: L CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS. TRIM= 'V`p RIM: 657.20' 85625' MV EX. S"OLA VERIFY CASTINGS SPECIFIED ARE APPROVED BY THE • IA1 T .1 1E A MUNICIPALITY m. 'sw -X w I -OIL 2. TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 600. PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECTS AND MUNICIPALITIES APPROVAL, PROVIDE MANUFACTURER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, DELTA INDUSTRIAL PRODUCTS - 180D053 -9323 SYMBOLLEGEND: PROPOSED EXISTING I SPOT ELEVATION F WATER VAULT E3 MAILBOX - - - -- EXISTING CONTOUR LINE Q MONITORING WELL O SATELLITE DISH PROPOSED CONTOUR LINE W SPRINKLER $ BASKETBALL HOOP S. STANDARD CURB 8 GUTTER O WELL & ROCKS/BOULDERS T.O. TIP OUT GUTTER b POST INDICATOR O MISC, FEATURE H.P. HIGH POINT O VALVE POST Q SOIL BORING T.C. TOP OF CURB o BOLLARD - SIGN �■ LIGHT POLE AND FIXTURE ❑ RR TIE POST DOUBLE POST SIGN ♦ IT RRISON MONUMENT '� RR GATE STOP SIGN • EXISTING MONUMENT ❑ CANTILEVER POLE 4 O REBAR AND CAP SET / FLAG POLE ♦ PK NAIL FOUND A PK NAIL SET / X 'X' SCRIBED J [] ROW MONUMENT rff (r) RECORD (m) MEASURED f FL MON. FLUSH WITH GROUND 47.1 ELEV, OF MON, ABOVE GROUND (TYP.) O MISC, MANHOLE ® CLEAN OUT / Q LIFT STATION d Q COMBINED SEWER MANHOLE � } (D SANITARY MANHOLE NEW SIDE MI CATCH BASIN ® DRY WELL ® IRON GRATE Q STORM MANHOLE © CABLE PEDESTAL (2) TREADS @ - Q GAS METER 16•=2'8 'WI M GAS VALVE HANDRAIL ON EACH SIDE © GAS MARKER Cxj CONTROL CABINET d Q ELECTRIC METER (D ELECTRIC MANHOLE Q ELECTRIC PEDESTAL + RAD, R1 ELECTRIC MARKER i- GUY ANCHORS / -K} LIGHT POLE POWER POLE 3 r Q STRAIN POLE 1. _ © TRAFFIC LIGHT POLE Q TRAFFIC MAN HOLE / {j YARD LIGHT J $# e TELEPHONE HANDHOLE Q TELEPHONE MANHOLE J 9 QQ TELEPHONE PEDESTAL / PHONE BOOTH r J TELEPHONE MARKER ® FIBE R OPTIC MARKER ii FI RE HYDRANT Q WATER METER Q WATER MANHOLE _ WATER VALVE f / I / / STAIR (2) jfJ NfSTE Fi1GHEs"T / STRCETI / T84 FL El DFFERE / MW. RED O.D. Ze JI r / �A/RXYUAPE „-.�- 45 f ,fFa r NEW A/W f. RAMP EXISTING AL POLE f TO REMAIN SW COR., NE 1K, SEC. 26 T1 ON. RSE HARRISON MON FOINI .0 _ REMOVE €3DSTp4G L1: N7.47Dery/.2.91' L2: NS]' S:'W4AT Ll L`� 67�'AO$4W -4A6' NE WW I6.RAAMP AD DINER THE CITY OF I INST. NO. 2003001 16' WTILITYEASEMENT INST NO 960961BS 16 RELOCATE ELECTRICAL RISER OR PLACE IN VAULT AS DIRECTED BY DUKE ELECTRIC EXISTING SWITCH GEAR TO REMAIN - PAINT CABINET AS DIRECTED BY DUKE ELECTRIC Y / l � I 1 �i V 1 [:Nv f 40' UTILITY EASEMENT 00 J INST. NO, 2000035380 J 40' UTILITY EASEMENT / \ INST. NO, 200000035380 �\g'p RYM. 6iB;.iY TIPOIJT \' Y 'yUNR PROPOSED (2) STORY BANK 7,332 S.F. TOTAL 3.666 SF FOOTPRINT FIN. FL • 69&66 6TIM 85371' 1 f/% r g"- ? D.S. A a 0 �r-�"C �r 10'WIDE FUTURE R= 4639' \\ C, ASPHALT PATH 3AAT'1 // M1 r% I L 7,66' 5.02 S PROPOSED ACCESS /// iii + / EASEMENT \ ' 854 I r CR'T FLOOD U N / I PATH DESIGNATION L \ ► 853 F i S83'02'45•E-15.75' 8511- + Ii1L1649,]!T � } 7 \ `✓ r \ ~\ L= ` R= , O1.1T T S24 1'03'W- 13,21' L r 12.99' 36.02' ` \ SITE GRADING PLAN N SCALE 1"=20'-0" i/ +ENLARGED SITE CORNER �r C30 SCALE: V =19-O" RIM: 657.17' I SOV192WE- 10.50' Q,8-41a.EIDSTY4G NBI':11Sq,5(i NOTE: PONDING ELEVATION 057.10 PONDING AREA IS DELINEATED AS HATCHED FLOOD PROTECTION FIN. FL, ELEV, 8580 PONDING ELEV. 557.11 DIFFERENCE 1,76' MIN ALLOWED 1.0' L R• L 4.99' F/= 4.00' / P.O.B. am- oww- 111].4a• w SE COR, W 1 f2 BE 114 J SEC, 26, 1 ON. R3E M'AG, NAM x61 WASHER FOUND MAG, NAIL FOUND 0 28' NORTH 8 0.23' EAST OF CORNER AND STONE FOUND 9.55' SOUTH AND 240' EAST OF CORNER NOTES: 1, THIS SITE IS NOT IN A 100 YEAR FLOOD PLAIN, IT IS INDICATED AS A ZONE W ON THE FLOOD PLANE MAPS 2. THIS IS A PRIVATE STORM SEWER SYSTEM 3. OINDOT BARRIER FREE CURB RAMP TYPE. SEE SHEET SD1.0 FOR DETAILS 1. WIGHTMAN CSL ASSOCIATES, INC., ENGINEERING ♦ SURVEYING ARCHITECTURE 2303 P.peeloee Read S.M.. Harbor MI 49022 Phone: (269) 927 0100 9635 Portage Roed P.rlege MI 49002 Ph.h.:(269)327 -3532 264 Weslem Avenue Allegan, MI 49010 Phone: (269) 6738465 C�KT Ab AlItPTDP 1 ; 4 "TAI C 01 A T CN L L PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 pto* UZON BANK h7NKUN SQUARE SAN CITY. IN Z Ip _Z (~j 0 D Z� W f- aCQ J z O 11Nj U / a- L a�- Q O Z REVISED FOR TAC REVIEW AND PLANNING COMMI891C SUB COMMITTEE - 092320' REVISIONS DATE: 0 711 912 01 3 T� SITE GRADING PLAN TIP OUT STANDARD CURB AND CURB AND GUTTER GUTTER I C2.0 I °y Ds. es 'V`p RIM: 657.20' �ifc_ TRIM: 855.70' g"- ? D.S. A a 0 �r-�"C �r 10'WIDE FUTURE R= 4639' \\ C, ASPHALT PATH 3AAT'1 // M1 r% I L 7,66' 5.02 S PROPOSED ACCESS /// iii + / EASEMENT \ ' 854 I r CR'T FLOOD U N / I PATH DESIGNATION L \ ► 853 F i S83'02'45•E-15.75' 8511- + Ii1L1649,]!T � } 7 \ `✓ r \ ~\ L= ` R= , O1.1T T S24 1'03'W- 13,21' L r 12.99' 36.02' ` \ SITE GRADING PLAN N SCALE 1"=20'-0" i/ +ENLARGED SITE CORNER �r C30 SCALE: V =19-O" RIM: 657.17' I SOV192WE- 10.50' Q,8-41a.EIDSTY4G NBI':11Sq,5(i NOTE: PONDING ELEVATION 057.10 PONDING AREA IS DELINEATED AS HATCHED FLOOD PROTECTION FIN. FL, ELEV, 8580 PONDING ELEV. 557.11 DIFFERENCE 1,76' MIN ALLOWED 1.0' L R• L 4.99' F/= 4.00' / P.O.B. am- oww- 111].4a• w SE COR, W 1 f2 BE 114 J SEC, 26, 1 ON. R3E M'AG, NAM x61 WASHER FOUND MAG, NAIL FOUND 0 28' NORTH 8 0.23' EAST OF CORNER AND STONE FOUND 9.55' SOUTH AND 240' EAST OF CORNER NOTES: 1, THIS SITE IS NOT IN A 100 YEAR FLOOD PLAIN, IT IS INDICATED AS A ZONE W ON THE FLOOD PLANE MAPS 2. THIS IS A PRIVATE STORM SEWER SYSTEM 3. OINDOT BARRIER FREE CURB RAMP TYPE. SEE SHEET SD1.0 FOR DETAILS 1. WIGHTMAN CSL ASSOCIATES, INC., ENGINEERING ♦ SURVEYING ARCHITECTURE 2303 P.peeloee Read S.M.. Harbor MI 49022 Phone: (269) 927 0100 9635 Portage Roed P.rlege MI 49002 Ph.h.:(269)327 -3532 264 Weslem Avenue Allegan, MI 49010 Phone: (269) 6738465 C�KT Ab AlItPTDP 1 ; 4 "TAI C 01 A T CN L L PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 pto* UZON BANK h7NKUN SQUARE SAN CITY. IN Z Ip _Z (~j 0 D Z� W f- aCQ J z O 11Nj U / a- L a�- Q O Z REVISED FOR TAC REVIEW AND PLANNING COMMI891C SUB COMMITTEE - 092320' REVISIONS DATE: 0 711 912 01 3 T� SITE GRADING PLAN TIP OUT STANDARD CURB AND CURB AND GUTTER GUTTER I C2.0 I TYMG- EXISTING W. NW1KEW RI 11013E 17-0114. RC:'Qp Q/15Y. f59:0i' aXISTI NW Elf. W 1Y DIA RCP 851 -W D.B. f12 - HEW 6' W BB RPI =S OQQ PR ,SLOPlr37 TRENCH DRAM SE NEVI IN SS iP 15• DIA. RCP fFT.Sf NkTIY'CONN- CASTWO. NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RE EX. OUT 15- VIA. RCP 652,78' M. • IEW G' M. Sti I NEW Dui 1116 IF 17-&A RCA OASY 637.56' 95 EXIS,MANI7OLE O.S.f17• HEW FDfA.PREC"TCORC.CATCNB .wf YYSU MxYG- EXISTING CAS 15N0- NEW R32B7SB1D wI BACK 856.16' -... TWO- EXISTING • 85012' f7- S7. S CURD INLET TWO - REPLACE- REMOVE BACK 6 INSTALL NEW GRID e 85629' RW EX�OU7 I 12'6NA RCP 1 65,7.M' f0- 81.8 CURH INCE7 TING- EXISTING 85552' • NVI Ex.IOUT I Ti DIA RCP 65F 4T SANITARY STRUCTURE INFORMATION DRAINAGE STRUCTURE INFORMATION D'S. 11- ST. S. WA Op INLET CASTING • EXISTING D.S..9 - NEW VORTSENTRY Hsi 72 BMP CASTING- EXISTING Pervious (AC) CASTING- NEW SOLID BY MFR AM • 855.77' I FX. O_1T I C� M, PVC RIM • 557.20' 1N11. NE Ex. out 1 12' W. rtCF 857:77 VW. NE NEiA' OUT S5 LF I5' DlA. RCP d 036% 052,72' 0.8, 02 - S7.S.ORAWAOE INLET 6.0 SW NEW N1 16 -• iY INA RCP A]3'A 652.42' D.S. ■i0. NOT USED CA'STP* EXISTING RIM ` 849 -75' 1 65',50' 3.6 INd, INEI I Ex,1N 21•DIA RCP 6lfr.ST' DN, S 1 ex. O0T 7t- 01A RCP I 645AF0 D.B. ri 1 . NEW 6'bu, P. GfiRCm ST,..5. MANHfH.E w/Y 717MP CAS11SO NEW R- 1772 -A SOLID COVER T- DRAWMTE INLET I.--- CASTING- EXISTING wu . a n cn M30d' AIM - 857.17' TYMG- EXISTING W. NW1KEW RI 11013E 17-0114. RC:'Qp Q/15Y. f59:0i' aXISTI NW Elf. W 1Y DIA RCP 851 -W D.B. f12 - HEW 6' W BB RPI =S OQQ PR ,SLOPlr37 TRENCH DRAM SE NEVI IN SS iP 15• DIA. RCP fFT.Sf NkTIY'CONN- CASTWO. NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RE EX. OUT 15- VIA. RCP 652,78' M. • IEW G' M. Sti I NEW Dui 1116 IF 17-&A RCA OASY 637.56' 95 EXIS,MANI7OLE O.S.f17• HEW FDfA.PREC"TCORC.CATCNB .wf YYSU MxYG- EXISTING CAS 15N0- NEW R32B7SB1D wI BACK 856.16' -... TWO- EXISTING • 85012' f7- S7. S CURD INLET TWO - REPLACE- REMOVE BACK 6 INSTALL NEW GRID e 85629' RW EX�OU7 I 12'6NA RCP 1 65,7.M' f0- 81.8 CURH INCE7 TING- EXISTING 85552' • NVI Ex.IOUT I Ti DIA RCP 65F 4T SANITARY STRUCTURE INFORMATION SAN, NA - SAN, S. NUNHOLE Pervious Area (SF) CASTING • EXISTING Tc used (minutes) HIM - 056.88' Pervious (AC) INV. N'{ I FX. O_1T I C� M, PVC 84392 lNY. SW Ex, IN O' DIA- PVC 15' LOG-NU61650.4' 6.0 0.088 I VIF - OCTION INV. SE Ex. OLR IV DIA. 1 65',50' 3.6 POINT $AN. MB• SANS ANNHOLE 2511 CAST04G. EXISTING 6.0 F 71' INV, SW Ex,O'7 j IFDA ilwv SSV mil" 1 8'OIA PVF M30d' CASTING. KEWRdaF4rVwf BACK RIM . 656.60' WV, I NE I NEW OUT 132 LF 12-ONL RCP 2 6.53% 1 IS3AW - 1 D,S.H6- NEW2YX2r PRECASTCONC.BDXINLET CASTING- NEW R- 328641V BIM • 655.70' 11W. I W 1 NEW COT 1 20 LF 17- DLA RCP 00.7391 657.16' ` M. E KEW IN Ln LF 12' Dix RCP a 6,7394 I 653. 0.B.f10. NEW22'X 72° PRECAST C014C.90(iRL,ET CASTIRG- NEW R328641V IQM x 055.94' RIY.. W NEW COT 771.E 17' pIA. RCP 0.33.4 0.8.+417: NOTU540 Area Name CABiFING- EXISTING Pervious Area (SF) Impervious Area (SF) Tc used (minutes) Total Area (AC) Pervious (AC) Impervious (AC) CN NOTE. 1, CASTING NUMBERS ARE NEENAH FOUNORV PRODUCTS RIMS 85625' INV. NW ET Q'DIA 651 -15' 3820 0 _3820 6.0 0.088 0.000 VERIFY CASTINGS SPECIFIED ARE APPROVED RV THE INV. SE Ex. OLR IV DIA. 1 65',50' 3.6 POST2 2716 2511 2466 6.0 MUNICIPALITY. INV, SW Ex,O'7 j IFDA 1651-56 91134 0.00010 16 POST3 5346 88 Z TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 6.0 0.123 ROD2 0.121 97,70 0,00019 3.6 P05T4 600. PRODUCTS FROM OTHER MANUFACTURERS ARE 1057 5625 GO 0153 0.024 0179 9515 U00024 ACCEPTABLE WITH OWNER'S, ARCHITECTS AND POST5 1223 518 705 6.0 0.028 0.012 0.016 MI IN-PAI ITIFC APPRn \ /AI PRDVmF MANII FAI:TI IRFR 0.00004 ^ 3,6 PDST6 2037 1277 760 6.0 0.047 Area Name Total Area (SF) I Pervious Area (SF) Impervious Area ISFI Tc used (minutes) Total Area (AC) Pervious (AC) Impervious (AC) CN Total Area ISM) T„ PRE1 5530 5530 D 5.9 TO CLI27 0.127 0.000 80 -00 0 -00020 4.2 ji PRE2 1 37294 1 37284 0 ji 173 0-8,q6 0.856 0.000 80.00 0.00134 71 Area Name Total Area (SF) Pervious Area (SF) Impervious Area (SF) Tc used (minutes) Total Area (AC) Pervious (AC) Impervious (AC) CN Total Area ISM) T POSTI 3820 0 _3820 6.0 0.088 0.000 0,088 98.00 800014 3.6 POST2 2716 2511 2466 6.0 0.G62 0.006 0,057 91134 0.00010 16 POST3 5346 88 5258 6.0 0.123 ROD2 0.121 97,70 0,00019 3.6 P05T4 fi682 1057 5625 GO 0153 0.024 0179 9515 U00024 3.6 POST5 1223 518 705 6.0 0.028 0.012 0.016 90.38 0.00004 ^ 3,6 PDST6 2037 1277 760 6.0 0.047 0.029 0.017 86.72 0.00007 3.6 POST7 20990 20990 0 1 9-9 1 0.482 1 0.482 1 a000 811.00 1 0.00075 5.9 d�'f4 SITE PRE - DEVELOPMENT DRAINAGE AREAS_ w� SCALE:I" W'4Y' j I SITE POST-DEVELOPMENT DRAINAGE AREAS WQ 1 8CA4E ­317-0- WIGHTMAN & ASSOCIATES, INC. ENGINEERING SURVEYING ♦ ARCHITECTURE 2303 Pipeslone Road 8104nn "Obw, AR 46827 Ph" (2681927-0100 9835 Ponage Road P.d.ge,M149002 Phone:(269)327 -3532 264 Weslem Avenue Allegan, MI 49010 Phone: (269) 67340965 .wighlman- aswcwm A ARI3a1P 6 STATE OF i Al CsG q" -ROACT NAME: ;ARMEL HORIZON SANK I RMFL. INDIANA46032 Mv, ��11N1®®W.o�. p� �pI�TT SIVr9W I� ai! � IF4ZON BANK FRANKLIN SQUARE HN3AN CITY, IN z 10 _Z (~j C Z W az CQ J0 j U Oa a� alI.- QO z REVISED FOR TAC REVIEW AND PLANNING COMMISSIC SUB COMMITTEE - 09 23 201 REMIONS ASSHOWN SITE DRAINAGE AREA PLAN C3.0 I EROSION CONTROL SPECIFICATION: 1 THE CONTRACTOR IS ADVISED THAT THE WORK MUST BE DONE IN COMPLIANCE VNTH THE FOLLOWING SPECIFICATIONS, SOME OF WHICH RESULT FROM THE REQUIREMENTS OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT'S STORM WATER PERMITS SECTION AN APPROVED PERMIT FROM THIS AGENCY IS BASED ON THE CONTRACTOR'S COMPLIANCE WITH THE SPECIFICATIONS AND THE ACTUAL PERMIT DOCUMENTS 2 CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER STORM EVENTS OR HEAVY USE AND REPAIR IMMEDIATELY 3. THE CONTRACTOR SHALL KEEP A LOG OF THE CONTRACTOR'S INSPECTION OF TEMPORARY EROSION CONTROL MEASURES THE LOG SHALL BE AVAILABLE AT THE JOBSITE FIELD OFFICE DURING ALL WORK DAY HOURS FOR REVIEW BY VISITING IDNR INSPECTORS, SWCD INSPECTORS AND THE ENGINEER THE LOG SHALL BE BRIEF, BUT SHALL INCLUDETHE NAME OF CONTRACTOR'S INSPECTOR, DATE OF INSPECTION, MAN HOURS OF CONTRACTOR'S INSPECTION TIME AND COMMENTS ON ANY AND ALL FAILED OR FAILING EROSION CONTROL FEATURES ALONG WITH THE MEASURES TAKEN FOR PROMPT CORRECTION. THE CONTRACTOR SHALL PERFORM INSPECTIONS ONCE PER WEEK AS A MINIMUM AS WELL AS AFTER SIGNIFICANT PRECIPITATION 4 CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL PRACTICES UNTIL COMPLETION OF PROJECT 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH UTILITIES WITH RESPECT TO AVOIDING CONFLICTS AND DISTURBANCE OF SERVICES 6 THE CONTRACTOR SHALL HAVE ON FILE, AT THE SITE, THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS." AN ON -SITE REPRESENTATIVE SHALL BE FAMILIAR WITH THE HANDBOOK AND THE VARIOUS EROSION CONTROL MEASURES, AND HAVE THE AUTHORITY TO IMPLEMENT THESE MEASURES AS NEEDED FOR THE CONTROL OF EROSION 7 CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS AND STORM SEWER UPON COMPLETION OF THE PROJECT B CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL AND REMOVE EXCESS FROM SITE AS APPROVED BY THE OWNER UPON SUBSTANTIAL COMPLETION OF THE WORK 9 ANY TOPSOIL STOCKPILES ARE TO BE PROTECTED FROM EROSION TEMPORARY TOPSOIL STOCKPILES WILL BE PERMITTED IN AREAS APPROVED BY THE ENGINEER ALL TEMPORARY TOPSOIL STOCKPILES MUST BE REMOVED BY THE COMPLETION OF THE PROJECT USING METHODS WHICH COMPLY WITH PRACTICE 3 81 OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 10 CONTRACTOR SHALL CONTROL DUST ON THE PROJECT SITE WHEN NECESSARY 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL AND CONTAINING OF LIQUID OR SOLUBLE CONSTRUCTION MATERIALS FOR THE PROTECTION OF THE GROUNDWATER RESOURCE ANY ACCIDENTAL SPILLAGE SHALL BE CLEANED UP IMMEDIATELY BY ACCEPTABLE MEANS, REGARDLESS OF THE TIME OF DAY OR DAY OF WEEK 12 STOCKPILES OF EARTH MATERIALS SHALL BE SHAPED AS PER STATE STANDARDS TOPSOIL MATERIALS SHALL BE STOCKPILED SEPARATELY FROM OTHER SOILS 13 CONTRACTOR SHALL CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PADS PRIOR TO OTHER SITE OPERATIONS REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA AND GRADE AND CROWN FOR POSITIVE DRAINAGE CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE PRACTICE 301 OF THE'INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS." THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY CLEANING UP ANY MATERIALS FROM PUBLIC ROADWAYS, WHICH ARE THE RESULT OF WORK OPERATIONS 14 THE ENTER ING AND EXITING OF EQUIPMENT AND HAULING TRAFFIC FROM THE WORK SITE SHALL BE DONE IN A SAFE MANNER THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EQUIPMENT OPERATORS AND HAUL TRUCK DRIVERS, ETC., USE CAUTION AND ACCEPTABLE SPEEDS DURING THE WORK. 15 CONTRACTOR SHALL PERMANENTLY SEED OR SOD, FERTILIZE, AND MULCH ALL FINAL GRADE AREAS (E G , LANDSCAPE BERMS, RETENTION SWALES, ETC) AS EACH IS COMPLETED SEEDING, FERTILIZING, AND MULCHING SHALL BE IN COMPLIANCE WITH PRACTICES 312 AND 3 15 OF THE "INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS" SEE THE LANDSCAPE PLAN FOR SPECIFICATIONS 16 TEMPORARY GRASS SEEDING SHALL BE PERFORMED ON ALL AREAS SCHEDULED. OR LIKELY, TO REMAIN INACTIVE FOR A PERIOD OF 15 DAYS OR MORE TEMPORARY SEEDING SHALL BE INCIDENTAL TO THE CONTRACT AND SHALL INCLUDE THE FOLLOWING SPECIES AND RATES: SPECIES RATE/ACRE OPTIMUM PLANTING WHEAT OR RYE 150# 9/15 TO 10130 SPRING OATS 1BON 311 TO 4/15 ANNUAL RYE GRA55 404 3/1 TO 5/1 B/1 TO 9/1 A FERTILIZER APPLICATION OF 400# / ACRE OF 12 -12 -12 ANALYSES MATERIAL SHALL ACCOMPANY THE SEEDI NO APPLICATION MULCHING OF TEMPORARY SEEDING SHALL BE "AS NEEDED" 17 PERMANENT SEEDING SHALL BEINDOT TYPE'R' MULCHED SEEDING AS PER 1999INDOT STANDARD SPECIFICATIONS PERMANENT SEEDING SHOULD BE APPLIED FROM MARCH 1ST THRU MAY 10TH OR FROM AUGUST LOTH THRU SEPTEMBER 30TH, ANY PERMANENT SEEDING BETWEEN JUNE (STAND AUGUST LOTH MUST BE IRRIGATED TO ALLOW FOR PROPER SEED GERMINATION 10 SEEDING SHALL BE DONE PROMPTLY AND PROGRESSIVELY AS WORK IS COMPLETED IN ORDER TO ALLOW FOR THE EARLIEST POSSIBLE ESTABLISHMENT OF STABILIZED GRASS MULTIPLE MOBILIZATIONS FOR THE SEEDING OF SPECIFIC SECTIONS SHALL BE INCLUDED IN THE WORK 19. THE JOB WIDE SEQUENCE OF GENERAL WORK OPERATIONS RELATING TO EARTH DISTURBING ACTIVITIES SHALL BE SUCH AS TO PREVENT THE POTENTIAL FOR EROSION AND SEDIMENTATION THE SEQUENCE SHALL BE GENERALLY AS FOLLOWS, MILE ALSO CONSIDERING MAINTENANCE OF TRAFFIC A PRE-CONSTRUCTION MEETING - CONTRACTOR ONLY B. INSTALL PERIMETER SILT FENCE B INSTALL INLET PROTECTION IN STREET C. SITE CLEARING 8 INSTALL ACCESS PAD D. ROUGH GRADING- INSTALL CONCRETE& WASH -OUT E. START UNDERGROUND CONSTRUCTION- INSTALL INLET PROTECTION F CURB & BUILDING CONSTRUCTION G. FINE GRADE, SEEDING B SODDING H INSTALL PAVEMENT, MODIFY INLET PROTECTION L LANDSCAPING. J CLEAN UP B REMOVAL OF TEMPORARY SOIL EROSION CONTROL DEVICES 20 TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IMPLEMENTED AT THE TIME OF SITE CLEARING AS EARLY IN THE ABOVE SEQUENCE AS NEEDED, AND SHALL BE MAINTAINED THROUGHOUT THE SEQUENCE AS NEEDED. DURING THE COURSE OF WORK CLEANUP SHALL BE DONE AS NEEDED AND AS DIRECTED TO AVOID EROSION AND SEDIMENTATION 21 THE EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED A MINIM UM APPLICATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES AS NEEDED THROUGHOUT THE CONSTRUCTION 22. GO TRACTOR SHALL LOCATE AND MAINTAIN A CONCRETE WASHOUT AREA FOR THE DURATION OF CONCRETE POURING ACTIVITIES THE CONTRACTOR SHALL REMOVE ALL DRIED CONCRETE FROM THE WASHOUTAREA BY THE END OF THE PROJECT 23 THE CONTRACTOR IS ADVISED THAT THE WORK MUST BE DONE IN COMPLIANCE WITH THE FOLLOWING SPECIFICATIONS, SOME OF WHICH RESULTS FROM THE REQUIREMENTS OF THE INDIANA OE PARTMENT OF ENVIRONMENTAL MANAGEMENT'S INDIANA STORM WATER QUALITY PROTECTION MANUAL THE CONTRACTOR SHALL HOLD THE OWNER FAULTLESS FOR ANY NON - COMPLIANCE WITH PERMIT - RELATED SPECIFICATIONS 24 THERE ARE NO SIGNIFICANT IMPACTS TO OFFSITE WATERSHED PATTERNS 25 THE SITE DOES NOT INCLUDE ANY DESIGNATED 1DO YEAR FLOODWAY AREAS, NOR WETLANDS 1d NO EARTH DISTURBING ACTIVITY MAV COMMENCE VNTHOUT AN APPROVED STORM WATER — MANAGEMENT PERMIT 4:101.4 [ 0 ] 1116101 ► 111 1: ii] q*xe ] a u t ( PERMANENT SEEDING B MULCH DUST DUST CONTROL. WATERING AS NEEDED ON SITE AND SWEEPING OF ROADWAYS 8 FINISHED PARKING LOT AS NEEDED PAD TEMPORARY CONSTRUCTION INGRESS /EGRESS GRAVEL PAD REFER TO DETAILS SHEET C4 1 CW CONCRETE WASH -OUT SF SF INSTALL AND MAINTAIN SILT FENCE REFER TO DETAILS IP1 INLET PROTECTION- INSTALL STRAW BALES AROUND INLET DURING CONST IRSTALL�TABRIC FILTER WLET PROTECTION AFTER PAVEMENT IS INSTALLED REFER TO DETAILS IP2 SEDIMENT BASKET- INLET PROTECTION IP3 SANDBAG - INLET PROTECTION RRSP RIP RAP SOIL PROTECTION FC-C-01 EROSION CONTROL BLANKETALL SLOPES 1'.4 AND GREATER SOD - OWNER MAY SUBSTITUTE PERMANENT SEED 8 MULCH FOR SOD AT THEIR DISCRETION NOTE REFER TO INDIANA STORM WATER QUALITY MANUAL AND THE SCS FIELD OFFICE TECHNICAL GUIDE FOR DETAILS AND SPECIFICATIONS. THE CITY ENGINEER HAS THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES IN THE FIELD AS CONDITIONS REQUIRE 11 rrj WIGHTMAN & ASSOCIATES, INC ENGINEERING SURVEYING ARCHITECTURE 2303 Rpeslone Road Benton Harbor, MI 49022 Phone:(269)927 -0100 9835 Portage Road Portage, MI 49002 Phnne:(269) 327 -3532 264 Western Avenue Allegan, MI 49010 Ph.— (269) 673E465 wrrw wighIm nae w NM.;;, tp16T gplfrptls)L ' . STATE OJT ; b A• 5 gpr+ PROJECT NAME CARMEL HORIZON BANK CARMEL, INDIANA 46032 ��rFR9 PiyfF Ne. PE109039pi' 31A f€ pf i, ;*W- HORIZON BANK ;W$ f RANIQJN "UARE MICHIGAN CITY, IN Z o Z UO Z� W cf) aZ o Q U air - # - I _ Q O Z A REVISED FOR TAG REVIEW L1 AND PLANNING COMMISSION SUB COMMITTEE - 09 23 2013 REVISIONS w�.warn+�ort�irMrR prs{rRil nxs+rlNO wlrewMUUrK DATE 071192013 SCALE: ASSHONM STORM WATER POLLUTION PREVENTION PLAN (SWPPP) JTION JDB ND 130343 C4.0 PF.ATVNE$ MI J: H{TN FIXTURE'A' x pe DRIVE THRU SOFFIT (RECESSED) „r I Z' LAH Olt Square Lens LAH 100M 12FW LAH 12" SQUARE y ■ A 9 FHL LENSED DOWNLIGHT ED -17 METAL HALIDE, LAH _109M_12 8000 081 125 O ORDERING INFORMATION _un n E. +r,oi• ux+oer4 nrw mE+m gotham „FxL IAL/THON /AL/GHT//VO FIXTURE'S' FEATURES &SPE(IFI(ATIONS PARKING LOT LIGHT loom KSF1175M R3 SIP.0Ca1►ee Area T _ i B & r 777� BT -26 METAL HALIDE, KSF1- .175M. -R 14400 061 20B FEATURES t` FIXTURE'C' ,rnh ao��ei +��mu�a n WALL SCONCE In7” CWU ,e Cylinders CRITERIA ORDERING INFORMATION E. +m N. cwu,ASCOwxc rr �yN.ti gotham' (1) LUMINAIRE SCHEDULE I Jo oo ao 0_+ 00 0.0 o, 01 on 02 01 az a1 p, oz 02 0+ 03 02 01 07 02 03 02 01 02 of 0.1 o, 01 0.0 0, 00 00 Symbol Label Ory Catalog Number DesoHpElon Lamp Flle Lumens LLF Walla LAH 100M 12FW LAH 12" SQUARE ONE 100 -WATT COATED ■ A 9 FHL LENSED DOWNLIGHT ED -17 METAL HALIDE, LAH _109M_12 8000 081 125 FLUSH WHITE DOOR HORIZONTAL POSITION. FW FHL.iea FLAT HOLOPHANE LENS loom KSF1175M R3 SIP.0Ca1►ee Area ONE 175 -WATT CLEAR B & (PULSE START) LumNla1q. 175W'Melal BT -26 METAL HALIDE, KSF1- .175M. -R 14400 061 20B HAW4. RJ R*6v >u,, Full C1AOR MEErs TH" HORIZONTALPOSITION 3-(PULSE-ST ART).ies 'NIGHTTIME FRIENDLY CRITERIA CWU7A AC DWHG 7" INCANDESCE TW0150 -WATT PAR 30, • C 17 "SPOT' UPIDOWN LIGHT CLEAR SPOTVERTICAL CWU7A AC _D 3000 OBt 311 CYLINDER, SPECULAR POSITION WHG_SPOT- SILVER LOWER REFLECTOR a. m LM WIGHTMAN & ASSOCIATES, INC. s� ENGINEERING SURVEYING ARCHITECTURE 2303 Pipeslane Road Benlon Harbor MI 49022 Phone (269)927 -0100 NM Porlage Road Ponage, MI 49002 Phone (269) 327 -3532 264 Weslem Avenue Allegan. M149010 Phone (269) 6738465 mN � 4� 3T¢ Oy !T -�OtiO Ai, 610.1E f� 7T+'0[AT1P _ HpH pl ✓a. H °i PROJECT NAME: CARMEL HORIZON BANK CARMEL, INDIANA 46032 } VREY No. oalaTr OF HORIZON BANK MICHIGAN CITY. IN Z 10 _Z U D � Z� W aCQ J Z U 0 i O a� Q O Z REVISED FOR TAC REVIEW AND PLANNING COMMISSIO SUB COMMITTEE - 09 23 201 REVISIONS DATE 0711912013 SCAEL I' :100' SITE LIGHTING PLAN C5.0 EXISTING !M. EXISTING 058.12' Ar ST SCUIRB INLET TING REPLACE - REMOVE BACK& INSTALL NEW GRID 856.29' NW'EX. SALT I IrDIA -RGP RM. ST 5. CURB INLET TM EXISTING = 855,52' DRAINAGE STRUCTURE INFORMATION O.S. YI. ST. S. DRAINAGE INLET CASTING- EXISTING RIM= 85577' CASTING- EXISTING D,S. AA- NFW VORTSENTRY 14872 SUP CASTING- NEW SOLID BY MFR. R3M= 857.20' WV. NE I EX OUT I 72'VIA RCP I 0537E WY. NE NEW OUT 83 Li t3 =0 .RCP X0.2 632,72' 0.8.112- ST. $. BRA RACE INLET CASIM EXISTING RIM • 849..75' 646.07 INY, SW NEW UI 16 LF i2' O1A. RCP 0.}3% 63L52` U,5.:10. NOIUStiP N 21' DIA. RCP 6004 W f €EN ZV. W }T'DIA MP 046.86' OS. elI . NEW 6' Ow„ P. CONIC., S%. S MANHOLE W 7SUMP CASTING• NEW R- 1772 -A SOLID COVER RIM= 857.17' O.S i3- ST" S,. DRAINAGE INLET CASTINO- EXISTING RIM= Bs0.50' B50.X17 74 FT -121NC . HE NEW OUT 45 LF i2' RCP 0.17% MIR" RiV 6W 2J•pA RCP 06]a0" • E NEW IN 261E 12' DIA RCA 0.77% 037:07' 15'DIA RGP -M• 84750 STUB INV. SW NEWIN B5LF 12`BLTS RCP'0.717. 633x7` 0.5 S7.6 LTAATID_ 0.514 EXISTING • 1 NEWIN 7SLE f2`DMRCPv0.73% BBSA7` EXISTING !M. EXISTING 058.12' Ar ST SCUIRB INLET TING REPLACE - REMOVE BACK& INSTALL NEW GRID 856.29' NW'EX. SALT I IrDIA -RGP RM. ST 5. CURB INLET TM EXISTING = 855,52' L CASTING- NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RIM = 057.06' IXV. 1 BE I NEW OUT 1 1l0 LF 17' DIA, RGP 00A5 %.65156' 3,mI3. NEW 4'01A. PRECAST CONC. CATCH BASIN w7 V SUI CASTING - NEW R-3287-SBI O w/ BACK RIµ= 857.00' MY. £ NEW OUT 75LF12'OIA_R P6D_31% BS337" INV, 17YA NEWIN 680E 6" LNA -PVC f61.00'A B57f2" NV. N NI W IK 24 LF 6' DVL PVC 01.00% 11553AZ ' D,LJH4. NEW 22- x U" PRECAST CONC. BOX INLET CASTING • NEW R- TM6 4Vr11 BACK RllL • 656.60' HIV. i NE I NEW OUT j 32 LP 12- DIA, RCP 0 0.31% I 853.16' 0•B. MIS. X €W22-z I2- PR€CA5TCONC. BOX INLET CABTINO - NEW R- 3266AV RUM- 655.70' My, 1 W N£W our 123 LF 1'2' OIL, RCP @0.13% 1 057.16" 'V. E X£W 0E 22 LF i7 01A. RCP -0M-A I "Lw .0,8,1416- NEW22 -x22- PWCA5TCONC,GOXINLET CASTING- NEW R3286 -0V RNA- 855.94' NOT USED pn =, and c,w 11• a I o+w.o CASTING- EXISTING FIN- 850% NOTE: TIN. M'7 f.L' TN S 861.75' 1. CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS Irv. SE $0L wnm BSI,30' VERIFY CASTINGS SPECIFIED ARE APPROVED BY THE MUNICIPALITY. IJ112. SW 714 1S. 851,SC 2, TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 600. PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECTS AND MUNICIPALITIES APPROVAL PROVIDE MANUFACTURER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, DELTA INDUSTRIAL PRODUCTS: 1.890-853 -9323 NOTES 1 THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVE FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILTIRECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2 5 FPS OR LESSOR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE AS1T IS BEING INSTALLED TO ENSURE COMPLIANCE MATH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL CIA= Qrr ARIZ SANITARY STRUCTURE INFORMATION Sw rw• SAE. S. MANHOL E CASTING- EXISTING RIM = NV. NE EX OUT W UM FNC 646.07 Y. SW EX.1N 6"01&. PVC I F LONG STUB 550AH STING G I 74 FT -121NC I VIF - CONNECTION "852.58 60 POINT SAN .B. SAN S, MANHOLE 1✓511N0- EXISTING J6AJ= 7S' L CASTING- NEW TYPE'C' IRON GRATE BY TRENCH DRAIN MFR. RIM = 057.06' IXV. 1 BE I NEW OUT 1 1l0 LF 17' DIA, RGP 00A5 %.65156' 3,mI3. NEW 4'01A. PRECAST CONC. CATCH BASIN w7 V SUI CASTING - NEW R-3287-SBI O w/ BACK RIµ= 857.00' MY. £ NEW OUT 75LF12'OIA_R P6D_31% BS337" INV, 17YA NEWIN 680E 6" LNA -PVC f61.00'A B57f2" NV. N NI W IK 24 LF 6' DVL PVC 01.00% 11553AZ ' D,LJH4. NEW 22- x U" PRECAST CONC. BOX INLET CASTING • NEW R- TM6 4Vr11 BACK RllL • 656.60' HIV. i NE I NEW OUT j 32 LP 12- DIA, RCP 0 0.31% I 853.16' 0•B. MIS. X €W22-z I2- PR€CA5TCONC. BOX INLET CABTINO - NEW R- 3266AV RUM- 655.70' My, 1 W N£W our 123 LF 1'2' OIL, RCP @0.13% 1 057.16" 'V. E X£W 0E 22 LF i7 01A. RCP -0M-A I "Lw .0,8,1416- NEW22 -x22- PWCA5TCONC,GOXINLET CASTING- NEW R3286 -0V RNA- 855.94' NOT USED pn =, and c,w 11• a I o+w.o CASTING- EXISTING FIN- 850% NOTE: TIN. M'7 f.L' TN S 861.75' 1. CASTING NUMBERS ARE NEENAH FOUNDRY PRODUCTS Irv. SE $0L wnm BSI,30' VERIFY CASTINGS SPECIFIED ARE APPROVED BY THE MUNICIPALITY. IJ112. SW 714 1S. 851,SC 2, TRENCH DRAIN IS DELTA INDUSTRIAL PRODUCTS SERIES 600. PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE WITH OWNER'S, ARCHITECTS AND MUNICIPALITIES APPROVAL PROVIDE MANUFACTURER SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, DELTA INDUSTRIAL PRODUCTS: 1.890-853 -9323 NOTES 1 THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS DEVIATION FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVE FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILTIRECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2 5 FPS OR LESSOR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE AS1T IS BEING INSTALLED TO ENSURE COMPLIANCE MATH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL CIA= Qrr ARIZ i U +uu I .I +uU T.G.+UU PROFILE VIEW - STA. 10 +00 - 12 +17 SCALE I- • 40 H. I• • 6' V SITE PLAN VIEW i:T -1:-i RE5 PROPOSED GRADE RCP @ 0 33% $PIPE CL PROPOSED G \DE @PIPE CL QpJ3 -2B FT- 1'2 INCH RC @033% STING G 6 74 FT -121NC RCP @033: 5 "852.58 60 EXISTING G HE @ PIPE CL „_. - -�- 850 21 FT- 12 INCH RCF @ 0.33% 73 FT- 121NCH RCPQ 033% IM 856,65 'W 855 1 855 850 STM DS M11 855 RIM OSi.12 850 STM DS 012 STM DS It INV es3 o7. lr& STM DS 7716 TRIM 857.91 STM RIM 857,33 INV 853.07 -12 -SW 31M 857.12 (NV, 85307 -12'W INV, 85356- 12'SE' INV. 652.97- 12' Ey 577113 RIM 857.42 NW 840 1 TI INV, 85307 -12 "N 84 INV, 853,#13 NW 'WATER SERVICE INV, 85307 - 12" SE INV, 853.32 -12 4 INV.65307- 2 "sa 84 845 'SANITARY SERV E STM Dan 51M0 NV. 85469 STM DSfill RIM INV 852,92 -1 W 'W RIM 857.12 INV 307 -12 INV052.72 -1 E Sf I'112307-12-01W INV 85307 -12 SE 55 FT -15 INC I RCP @0.25° NW 840 840 INV 853 07-12 SW MY 84n to 835 835 a . 8 i U +uu I .I +uU T.G.+UU PROFILE VIEW - STA. 10 +00 - 12 +17 SCALE I- • 40 H. I• • 6' V SITE PLAN VIEW i:T -1:-i t0 *uU tITvu LL+UU SCALE: 1" = 40' H, 1" = 5'V R7h W/O O 865 RE5 PROPOSED GRADE i! PIPE CL $PIPE CL 34 FT- 121NCHR QpJ3 -2B FT- 1'2 INCH RC @033% STING G 6 860 5 60 „_. - -�- 850 21 FT- 12 INCH RCF @ 0.33% 855 IM 856,65 NV 853.18 -12'NE 855 850 STM DS M11 RIM OSi.12 850 STM DS 012 STM DS It INV es3 o7. lr& STM DS 7716 TRIM 857.91 RIM 857,33 INV 853.07 -12 -SW 31M 857.12 (NV, 85307 -12'W INV, 85356- 12'SE' INV. 652.97- 12' Ey INV. 85 &33.12. NW 840 1 TI INV, 85307 -12 "N 84 'WATER SERVICE INV, 85307 - 12" SE 4 INV.65307- 2 "sa 845 'SANITARY SERV E 51M0 NV. 85469 B$7.� F INV - 638]8. 17 Sf INV 85116 - TV NW 840 84n to 835 a . 835 t0 *uU tITvu LL+UU SCALE: 1" = 40' H, 1" = 5'V R7h W/O O 865 RE5 PROPOSED GRAD $PIPE CL 34 FT- 121NCHR QpJ3 STING G PINED 1, 860 5 850 STM DS 414 IM 856,65 NV 853.18 -12'NE STM DS M11 RIM OSi.12 45 INV es3 o7. lr& INV. 853.07.12' SE INV 853.07 -12 -SW INV. 652.97- 12' Ey 840 1 TI 84 30 +00 PROFILE VIEW - STA. 30 +00 - 30 +99 SCALE: 1" = 40'H, 1" = 5'V WIGHTMAN & ASSOCIATES, INC, ENGINEERING ♦ SURVEYING ARCHITECTURE 2303 Pipeelane Road Benton Harbor, MI 49022 Phone:(269)927 -0100 9835 Padage Road Po"ge, MI 49002 Phone. (269) 3273532 264 Western Avenue Allegan,M149010 Phone. (269) 673-8465 vnvw Wight- n -aaeaa - �Cn GSF '. KvY.ifry� SYA EO RAI A k� 'AOJECT NAN15- :ARMEL HORIZON SANK :A IWI-, INDIANA 46032 peer R� 5 �^W dVn, Pt�Bd9(I? STATE 01 AI IRIZON BANK FRANKLIN SQUARE HIGAN CITY, IN Z 10 _Z (j ~ E p Z W U) aZ J0 j U 0 r a� a� QO Z REVISED FOR TAC REVIEW AND PLANNING COMMISSIC SUB COMMITTEE - 09 23 201 REIASIONS DATE 07119/1013 :SCALE- ASNOTED )RM SEWER PLAN PROFILE SHEET I CP1.0 I W DIA STD. WT. STEEL PIPE SHOP PRIMED & FIELD PAINTED. FILL WITH CONCRETE f 1 I 1 I 6" DIA I I CONCRETE BASE I Y LJ 20 PIPE BOLLARD SD1. SCALE 12'=,' -0' —(2) #4 REBAR, tr1 ° I Y POURED CONC, SIDEWALK JOINT SLOPE 1/a' PER FOOT MIN. ` FILL: 12" MIN. GRANULAR FILL SAND OR NATURAL S GRANULAR SAND BASE COMPACTED TO 95% MODIFIED PROTRACTOR DENSITY. (1 :)STRAIGHT CURB & PAVEMENT SECTION SDI. SCALE: (2 )HANDRAIL DETAIL SD1. SCALE: 3/4 " =1'-0" iC.iPA4FD:11pIwlp •ffFT ALUMINUM I INUM B1111L SE CAST ALUMINUM BOGY, SEALED AUTOMOTP/ET913 B 1. SEEW PFIFYM4FL SLEEVE INSTALLER) FLAG NOTE POLE INSTALiSRI 20'U RAG POLE WITH THE AMERICAN LpNFl.T�9ilA\rAlm FLAG AI'W/tlYYM IN1B!'fA[ IXIrT?' /f,Gf$3 DBGII ItQyLM TWMD SAND IOLVKIA IFI SLEEVE %16[L CENflILIA114ID6E% WjIr STEEL BASE PLATE LL:: WELDED TO GROUND SPI6E OWNEfl RASE B INSTALLATION BY GENERAL GONTRAGTOR rz FLAG POLE DETAIL 1 SCALE: N T S tg— T Y8CF 8fdW %1iMKTlAM. SCHEDULE FOR CASTING MA50NLN'iALlUSTPWU RINGS 11/2" (165NISYD) BIT. _ SURFACE NO. 11 ON TACK COAT ` 3" (440#ISYD) BIT. BINDER NO 9 ON TACK COAT B" NO. 53 STONE COMPACTED TO 95% All-11E 'A11=111 II61 KuPCLLIROa-eaM14e.+W ND� �NMIYP IaEs 1 a r p+ 1 1'2" (165# /SYD) BIT. �• m 11WDIA ANODIMDSTEEL 1:fE1MMMl+- MR.loA SURFACE NO. 11 ON TACK COAT - GRIND SMOOTH ALL 4rrra r��t- �ritiY aya lyiri..•. PREPARED SUBGRADE gpX01EGTWYIB 4" (440# /SYD) BIT. BINDER '' (2)STANDARD DUTY PAVEMENT SECTION � �� NO, 5 ON TACK COAT 61 SCALE: 1- 12' =1'-0" T MCTME sArwr u1 cormalolNr 7 L TABLE FOR 512E RSIZE CR� 3" COMPACTED #53 STONE T. REINFORCEMENTS, (TVP) 1l4' %ti<' DRIP Y PREPARED SUBGRADE M TROWEL IN 5 "COMPACTED #2 AGGREGATE 1 4 PATH PAVEMENT SECTION pMpFNR3,.FAN1 "J COMPACTED TO 95% D RISERANDGROOVES !%RR"PYYMON' 7 MODIFIED PROCTOR DENSITY "� #10 BARE COPPER GROUNDi PREPARED SUBGRADE j n 11 °sue $CLE.M MIN, WIRE BY ELEC, CONTRACTOR " I I HEAVY DUTY PAVEMENT SECTION y 518'. 10'-0" COPPER6�iQlINQ -- 501. SCALE: 1- 12' =1'-0" - Ir r (2 )HANDRAIL DETAIL SD1. SCALE: 3/4 " =1'-0" iC.iPA4FD:11pIwlp •ffFT ALUMINUM I INUM B1111L SE CAST ALUMINUM BOGY, SEALED AUTOMOTP/ET913 B 1. SEEW PFIFYM4FL SLEEVE INSTALLER) FLAG NOTE POLE INSTALiSRI 20'U RAG POLE WITH THE AMERICAN LpNFl.T�9ilA\rAlm FLAG AI'W/tlYYM IN1B!'fA[ IXIrT?' /f,Gf$3 DBGII ItQyLM TWMD SAND IOLVKIA IFI SLEEVE %16[L CENflILIA114ID6E% WjIr STEEL BASE PLATE LL:: WELDED TO GROUND SPI6E OWNEfl RASE B INSTALLATION BY GENERAL GONTRAGTOR rz FLAG POLE DETAIL 1 SCALE: N T S tg— T Y8CF 8fdW %1iMKTlAM. SCHEDULE FOR CASTING MA50NLN'iALlUSTPWU RINGS 11/2" (165NISYD) BIT. _ SURFACE NO. 11 ON TACK COAT ` 3" (440#ISYD) BIT. BINDER NO 9 ON TACK COAT B" NO. 53 STONE COMPACTED TO 95% All-11E 'A11=111 II61 KuPCLLIROa-eaM14e.+W ND� �NMIYP IaEs 1 a r p+ a1PM%b A. �• m .. w f eliC LTLSAaI fSP+ablwa PylklmnR E AaPe Mr n Rrr' nocre.I: %wn %rwn FIT wM,lv�.e. w1.oT.w TwMiVI 2 CCESSIBLE PARKING SPACE 501. SCALE NTS MODIFIED PROCTOR a r p+ ELEV- = 24' -5' yy F ABOVE GRADE DENSITY q M4IS1lE0 GRADE 4rrra r��t- �ritiY aya lyiri..•. PREPARED SUBGRADE rT A1i41.NRPaG#1itiLLr TYPE'B' '' (2)STANDARD DUTY PAVEMENT SECTION � �� ^T�F rnsrNxc �+TO wcM 61 SCALE: 1- 12' =1'-0" T MCTME sArwr u1 cormalolNr CONNECT TO GROUND LUG ON POLE COVER -------� LEVEL POLE AND FILL GAP W/ NON - SHRINK GROUJT DUARE L1� 4' SQUARE LIGHT POLE FOW POLE PER L POLE MFR NI' P. CONC.: FM}N -N a r p+ ELEV- = 24' -5' yy F ABOVE GRADE auLni.<P M4IS1lE0 GRADE 4rrra r��t- �ritiY c#4SHED GRADE D rT A1i41.NRPaG#1itiLLr CONNECT TO GROUND LUG ON POLE COVER -------� LEVEL POLE AND FILL GAP W/ NON - SHRINK GROUJT DUARE L1� 4' SQUARE LIGHT POLE FOW POLE PER L POLE MFR NI' P. CONC.: FM}N -N 1) d ORDLSUPS 12- 0 C yy F SD7. SCALE: N T S M4IS1lE0 GRADE c#4SHED GRADE 1• _ 110# /SYD. HMA BITUMINOUS SURFACE R TYPE'B' '' 3' -330# /SYD. HMA ITABLE MCTME SECTION C -C 7 TABLE FOR 512E RSIZE MIN. CLEARANCE FOR ON COMPACTED SUBGRADE p� SUBGRADE T. REINFORCEMENTS, (TVP) [j PREPARED SUBGRADE f' 6 #6 W/ #3 TIES @12" CLAMP 4 PATH PAVEMENT SECTION I - 6' LOOP I #10 BARE COPPER GROUNDi j n $CLE.M MIN, WIRE BY ELEC, CONTRACTOR " I I 518'. 10'-0" COPPER6�iQlINQ -- - PRECAST GONG DOUGHNUT BASE ROD BY ELEC.CONTRACTOR 5.4• 11!!'101's1At#iAIT(('lC -WQR11'.Er 1Bl•1M0. %iK tl0119M� M FUIV CH BASIN DETAIL CAESD, LIGHT POLE DETAIL 0 SCALE 1) 9W4M>•Si CAP+y4ipi �� 'a11Mib/91 :WP4LCpec ANR.Ai 4AC,waAFf. �i I:LCURB JOINT DETAIL \Z1jy SCALE: N T S —N A A t•. .aM+r —.• 1 1? DIA ANODIZED STEEL TUBE HANDRAIL WELD AND GRIND °JYMBINNI WNNECI� raw'R I 4.1 MiW a.j I R`� 1 VICYCLE RACK DE A \Fly SCALE: N T S 1 3 CONCRETE JOINT DETAILS yy F SD7. SCALE: N T S M4IS1lE0 GRADE c#4SHED GRADE 1• _ 110# /SYD. HMA BITUMINOUS SURFACE R TYPE'B' '' 3' -330# /SYD. HMA INTERMEDIATE TYPE'B' 5-COMPACTED AGGREGATE, NO STONE MIN. CLEARANCE FOR ON COMPACTED SUBGRADE p� SUBGRADE REINFORCEMENTS, (TVP) [j PREPARED SUBGRADE 6 #6 W/ #3 TIES @12" CONC. BASE 4000 Psi 4 PATH PAVEMENT SECTION 501. SCALE: 112' =1' -0" MATE TRANSITION TO GALV, STEEL CONDUIT 10'-0" BEFORE RISER �`'�N MA1 $CLE.M MIN, i I T' 9W4M>•Si CAP+y4ipi �� 'a11Mib/91 :WP4LCpec ANR.Ai 4AC,waAFf. �i I:LCURB JOINT DETAIL \Z1jy SCALE: N T S —N A A t•. .aM+r —.• 1 1? DIA ANODIZED STEEL TUBE HANDRAIL WELD AND GRIND °JYMBINNI WNNECI� raw'R I 4.1 MiW a.j I R`� 1 VICYCLE RACK DE A \Fly SCALE: N T S 1 �` WRwPN4 d 1IrW ��>ti SIDEWALK ADJACENT TO CURB w 1Dw1 1�ti wk� a+L..O PKp pA1i'A AS'I�. F 9h p iO613 M t Y4 J� N!H r� yy F f�MMr wUXYa " R �` WRwPN4 d 1IrW ��>ti SIDEWALK ADJACENT TO CURB w 1Dw1 1�ti wk� a+L..O PKp pA1i'A AS'I�. F 9h p iO613 M t Y4 J� N!H 7T 1� WMDGPDOVE ONTOP 6 110,R)4OPMCES/ rMnfpYlMrk4a TaP Yew I/Y =1V -TO S. -T T • E • w _4 1_. ` �s E L - �a.�`imw• b konl Vlew ll)'-I'U Sqe Vlew tll'= I'U' -' 0' ONEOOVELEEACEKRENPLYLLY NLUMNIAT[OMGNI ► wwrm✓1WCOEOE0IYYENSft wiI MEK MNN.TW COPYi GnhPNICY WIIHT9AN5WCEMEV WYL FATE!"" 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LOCATE AT BARRIER FREE PARKING SPACE ADJACENT TO THE 8' -0" PASSENGER LOADING SPACE SIGN MUST COMPLY WITH STATE BARRIER FREE REQUIREMENTS AND THE ADA d. = w I g h t m a n CARMEL HORIZON BANK landmark v yrrlup r a4wkrA LWd [.aa.IVI •. AREA 27 S.F. Er,.nY._ .•.I e..,_ �., O� E,uc+}E 2EVEPh� O bYe{wtJS I•I & -It --_ 6uo61J A-00 �nL.t G•CCE.55n•CII..� AREA: 2,7 S OI.1E 511LVi, As sl.row� �o SINGLE f#CE MtIN #J.SMIWp>m'.EOfSAN6Mli/'L}41RIn VINYL COPYGGMPHICS o-aEnwrvup froraoaruaE vruan Pen Fr.rv. �O,•4UP COQ" 0M�� ..xsaoxuECx Landmark PkLtil� ,xv.wx• gmup razEW- w�r+.w�..,- o+wrww�ry LM WIGHTMAN & ASSOCIATES, INC- ENGINEERING SURVEYING ARCHITECTURE 2303 Pipeslone Road Benton Harbor M149022 Ph— (269) 927 -0100 9835 Portage Roatl Poftge, M149W2 Phone: (269) 3273532 264 Weslem Avenue Allegan, M149010 Pharle (269)673-8485 1rYY1YY♦gbC11M1-- BANK CARMEL, INDIANA 46032 HORIZON BANK 502 FRANKLIN SQUARE MICHIGAN CITY, INDIANA Q J .) Q 0 it CI Q F- 4 Q Z C, I SUBMITTED FOR PLANNING COMMISSION INFORMATION PACKET -09 D62013 REVISIONS i f_r DATE: 1110512013 SCALE PERSPECTIVE 8 SIGNAGE JOB No 130343 A3,0 Roll �I If fill 5ANK 4. gr- - tt "PI , rd -, -40 Awl Rik IL All MEL