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HomeMy WebLinkAboutPacket for PC HO 08-24-23ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 Construction Issue ADLSADLS Cover PageMerchants BankHQ2420 3rd Ave. SWCarmel, IN 46032MERCHANTS BANK HEADQUARTERS 2 Project Address: 420 3rd Ave. SW Docket Number: PZ-2023-00125 DP/ADLS Hearing Officer Meeting: Thursday, August 24th Architectural Sheet Index: 1. ADLS Cover Page 2. Architectural Cover Page 3. Architectural Site Plan 4. First Floor Plan 5. Second Floor Plan 6. Third Floor Plan 7. Fourth Floor Plan 8. Fifth Floor Plan 9. Roof Plan 10. Bridge Plans & Elevations 11. Architectural Elevations 12. Architectural Conceptual Views 13. Landscaping Plan DATE:DWG SCALE: DRAWN BY:CHECKED BY:APPROVED BY: PROJECT NO: FIGURE NO.: LOCATION MAP 321-1891"=150'AUGUST 11, 2023 SGJ BEB ACH C001 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032 NORTH SITE MONON BOULEVARD - SOUTHBOUNDPARK LANEINDUSTRIAL DRIVE MONON BOULEVARD - NORTHBOUND2ND STREET SW 4TH STREET SW EMERSON ROAD 3RD AVENUE SW4TH AVENUE SW530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.358AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 11, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.comREFERENCE NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:AERIAL VIEW SITE OVERLAY 1"=20' SGJ##C201 UPAABBCCB.2B.2B.8B.8112233445566777.57.599DDD.5D.5EE88MERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRES-FAMILY BUILDINGARCHITECTURAL SITE PLANA010 ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFO REVISIONS22005August 7, 2023Construction IssueMerchants Bank HQ2 420 3rd Ave. SW Carmel, IN 46032 NOT IN SCOPE 1A010SCALE:1" = 10'-0"Architectural Site Plan16'-5" FROM PROPERTY LINEEXISTING MERCHANTSBUILDINGTHIRD AVE SW WEST ELM STINDUSTRIAL DRIVEPLANNORTHNEW PEDESTRIANCONNECTOR BRIDGE46'-8"SITE PLAN NOTES1. SEE CIVIL PLANS FOR SITE LAYOUTAND MATERIAL DETAILSCONSTRUCTION LIMIT LINE UP A2021 A202 2 A201 2 A201 1 CONFERENCE 117 STORAGE 116 MECH/ELEC 113 REST. 114 REST. 115 FIRST FLOOR GLASS LOBBY 102 M LOCKERS 104 W LOCKERS 105 REST. 106 REST. 107 DATA 110 STAIR 2 ST2-1 VEST 100 WATER 108 TRASH 112 ELEC 111 FITNESS 103 4' - 8 3/4" 35' - 3 1/4" 4' - 8 3/4" 35' - 3 1/4" 4' - 8 3/4" 35' - 3 1/4" 4' - 8 3/4" 34' - 7 5/8" 7 5/8"7 5/8" 34' - 0" 7 5/8"7 5/8" 15' - 0" 4' - 0" 15' - 0" 7 5/8"25' - 3 1/4"24' - 7 5/8" 7 5/8"117A116 113 114115101119C104 105 106107108 119DST2-1AST2-1B110111 112APARKING GARAGE 119 ELEVATOR LOBBY 101 4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"8 1/4"10' - 0"4' - 0"10' - 0"8 1/4"8 1/4"10' - 0"30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 20' - 0" 20' - 0" 2' - 4 3/8" 40' - 0" 40' - 0" 40' - 0" 26' - 3" 1' - 4 3/8" 7 5/8"17' - 4 3/4"4' - 0" 15' - 0" A A B B C C B.2 B.8 11 22 33 44 55 66 7 7.5 9 D D D.5 D.5 E E 3 A131 2 A133 ISF3 ESF1 ESF1 ISF4 ESF6 ESF4 ESF2 ESF2 ESF2 ESF2 ESF2 ESF2 ESF2 ESF4 2 A131 A1 1 4 A311 3 A312 4 A312 3 A313 4 A313 5 A313 2 A314 3 A314 ISF1 7 5/8" 10' - 0" 4' - 0" 10' - 0" 7 5/8"7 5/8" 10' - 0" 4' - 0" 10' - 0" 7 5/8" ESF5 103A9' - 0"9' - 0"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 0"3 4 1 2 25' - 3 1/4"4' - 8 3/4"ESF2 ESF2 25' - 3 1/4"7 5/8" 10' - 0" 4' - 0" 10' - 0" 7 5/8" 15' - 0" EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW3 EW1 EW1 EW1 EW3 EW3 EW3 EW3 EW3 W1A W3B W6 W1A W3A W7W8W8EW3EW5EW1EW1EW3 EW3EW5EW3EW3EW3EW3EW3EW3EW3 W6W6 EW3 W4BW1AW1A W4A 8 ESF1 ESF1 EW1 ESF3 ESF3 ESF3 ESF3 ESF3 ESF3 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0"8' - 0"9' - 0"9' - 0"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"118 112B 119B 119A 120GENERATOR 120 EW1 1 A501 1 A502 30' - 0"25' - 3 7/8"4' - 8 3/4"19' - 3 3/4"24' - 8 1/4"7 5/8"4' - 7 1/2" 20' - 3" 8 1/4" 2 A315 1 A113 B C AAA A EW1EW7EW1 EW1 EW1100A100B 25' - 3 1/4"4' - 8 3/4"25' - 3 1/4"4' - 8 3/4"25' - 3 1/4"4' - 8 3/4"25' - 3 1/4"4' - 8 3/4"ESF3 ESF3 7 5/8" 10' - 0" 4' - 0" 10' - 0" 7 5/8" EW3 EW1 EW1 EW1 5 5 18' - 7 5/8" 9 5/8" 8' - 5 7/8" 10' - 4 1/4"20' - 7 3/4"11 1/2"9' - 1 5/8"8' - 1 5/8"2' - 4 3/8" 34' - 7 5/8" 4' - 8 3/4" 41' - 5 3/8"1' - 8 1/4" 1' - 1 1/2" 22' - 10 1/2" 1' - 1 1/2" 4' - 8 3/4" 7 5/8" 1 A115 2 A350 9 9 9 9 9 9 9 149' - 11 3/4"EW3EW3 EW3 154' - 8 3/4"60' - 0 5/8"2' - 1" 2' - 7 3/8" 82' - 4" 82' - 4" 103B W6 W6 W3A D 10 10 10 10 ESF13 ESF12 ESF13 ESF12 FE FE FEC 9 9 TYP. 2 A115 SIM. MOTION SENSOR AREA OF DETECTION 16 17 17 4" FLOOR DRAINW1BPROTECTIVE CONCRETE BOLLARDS SPACED 8'-0" O.C. FOR BIKE PROTECTION117B GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL PAINTING STRIPE NOTES PARKING -TO RECEIVE 4" WHITE PAINTED STRIPING ACCESSIBLE PARKING -TO RECEIVE 4" BLUE PAINTED STRIPING EV PARKING -TO RECEIVE 4" GREEN PAINTED STRIPING. EACH SPACE TO HAVE ROUGH IN FOR ONE DUAL EV CHARGER. SEE ELEC. 5'-0" x 18'-0" ACCESSIBLE PARKING ACCESS AISLE TO RECIEVE BLUE PAINTED STRIPING A B C D ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A101FIRST FLOORPLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 First Floor Plan UP UPUP A2021 A202 2 A201 2 A201 1 OPEN TO BELOW ELEVATOR LOBBY 201 MEN 206 WOMEN 207 JAN 205 ELEC 203 IT 204 STAIR 2 ST2-225' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 20' - 0" 20' - 0" 40' - 0" 40' - 0" 40' - 0" 26' - 3" A A B B C C B.2 B.2 B.8 B.8 11 22 33 44 55 66 77 7.57.5 99 D D D.5 D.5 E E 1 A133 ISF7 ESF8 ESF7 ESF7 ESF7 ESF7 ESF7 ESF7 ESF7 ESF7 ESF8ESF8ESF8ESF8 ESF7 ESF7 ESF7 ESF7 ESF7 ESF7 A1 1 4 A311 3 A312 4 A312 3 A313 4 A313 5 A313 2 A314 3 A314 40' - 0" 15' - 0" 4' - 0" 15' - 0"201204 205203206207 1 2 ESF7 ESF7 ESF7 ESF74' - 7 1/2"25' - 4 1/2"4' - 7 1/2"8 1/4"10' - 0"4' - 0"10' - 0"8 1/4"ISF5 ISF1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW3 EW3 EW1 EW1 EW1 EW1 W3FW3F W3FW3F W4A W3F W3A W6 W3B W3F W1BW1BEW1W8W3FW3FST2-2 W4A W3F EW1EW1EW1EW1EW1 88 1' - 11 3/4"ESF8 1 A503 1 A116 3 A116 W82 A501 2 A502EW7EW7 EW7 W1A EW7 EW1ESF7 ESF78 1/4"10' - 0"4' - 0"10' - 0"8 1/4"EW1 ESF9 ESF9 5 25' - 4 1/2"4' - 7 3/4"25' - 5 1/8"29' - 11"4' - 7 7/8"25' - 4 3/8"4' - 7 1/2"7/8" 10' - 7 1/4" 4' - 0" 10' - 0"9 1/8" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"4' - 7 1/2"25' - 3 3/4"4' - 8 3/8"8 1/4"10' - 0"4' - 0"10' - 0"7 1/2"8"10' - 0"4' - 0"10' - 0"8 1/4"37' - 0 5/8" 4' - 7 1/2"42' - 6 3/4"82' - 7"31' - 6 3/4"41' - 3 3/8" 41' - 3 1/2" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4" 1/4":1'1/4":1'1/4":1'1/4":1'1/4":1'1/4":1'2 A350 1/4":1'1/4":1'2 A116 W3FEW13' - 3 3/4" 8' - 1 5/8" 9' - 1 5/8" 11 1/2"EW14 A350 10 1011 11 12 12 2 A113 FEC 14 14 14 14 2 A115 TYP. 5 A115 TYP. TYP. FEC CONFERENCE 235 STORAGE 234 SMALL CONFERENCE 232 SMALL CONFERENCE 233 FILE ROOM 237 FOCUS 240 FOCUS 241 FOCUS 242 WELLNESS 243 EXEC. OFFICE 230 EXEC. OFFICE 229 EXEC. OFFICE 228 OFFICE 222 OFFICE 223 FOCUS 225 FOCUS 224 COFFEE/BREAK AREA 231 SECOND FLOOR LOBBY 236 EXEC. OFFICE 208 EXEC. OFFICE 209 EXEC. OFFICE 210 EXEC. OFFICE 211 FOCUS 212 FOCUS 213 OFFICE 214 OFFICE 215 OFFICE 216 OFFICE 217 OFFICE 218 OFFICE 219 STORAGE 220STORAGE 221 MEETING 226 MEETING 227 SOCIAL HUB 244 OPEN OFFICE 246 OPEN OFFICE 247 OPEN OFFICE 245235A235B232233246 240241242243227226 222223224225221219218217216220213212214215211 210 209208 228 229 230 ISF6 ISF6 ISF8 ISF9 ISF10 ISF15 ISF15 ISF14ISF14ISF14ISF14 ISF14 ISF14ISF14 ISF14 ISF29 ISF9 ISF9 ISF18 ISF11ISF11ISF11W1AW1AW1AW1A W1A W1AW1AW1AW1AW1AW1AW1AW1A W1A W1A W1AW1A W1A W1A W1A W1AW1A W5W4BW1A W1AW1A W1AW1A W1A W1A W1AW1AW1A W3A W1AW1AW1AW1AW1A W1A W1AW1A W3A W3F W1AW1A W1A W1A W1A W1AW3A W1A W1A10 3/4" 22' - 11 1/4" 10 3/4"2' - 1" 6' - 2 5/8" 2' - 0" ISF3 ISF3 4 1/2" 11' - 10 1/2" 12' - 2 1/8" 4 1/2" 8' - 8 1/2"12' - 6 5/8" 20' - 7 1/4" 1' - 5 3/4"7' - 5 3/8"8 3/8"23' - 0 1/2"8 3/8"7' - 1 1/4"30' - 10 3/4" 10' - 9 7/8" 20' - 11 1/4"13' - 3" 15' - 0 1/2" 15' - 0"15' - 9 5/8"9' - 1 3/4" 7' - 3" 7' - 3" 7' - 3" 9' - 3 1/8"15' - 4 7/8"9' - 0 1/8"1' - 8 3/4"10' - 5 1/8"13' - 6 1/8"10' - 10 7/8"8 3/4"12' - 3 3/8"9 1/8" 12' - 6 1/4" 15' - 0" 18' - 8 5/8" 26' - 8 1/2" 11' - 3" 8 3/4" 4' - 9 7/8" 7' - 9" 10' - 7" 10' - 6"11' - 10 3/4"10' - 6 1/8" 10' - 6 3/4" 10' - 6 5/8" 10' - 6" 5' - 5 1/4" 10' - 1 3/4" 21' - 5" 10' - 2 1/2"17' - 3 1/2"1' - 8 3/4" 39' - 1 3/4"5' - 3 5/8"11' - 11 1/8" 2' - 6"11' - 10 3/4"3' - 10 1/2"9' - 1 1/8" 15' - 1 5/8" 10' - 6" 10' - 7" 7' - 9" 4' - 9 7/8" 10 7/8" 11' - 3" 234 237 ISF3 W3B W3BW3FW3BW3B W1AOFFICE 239 STORAGE 238 594 606 ISF12 10 5/8" GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A102SECOND FLOORPLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 Second Floor Plan UP UP UP A2021 A202 2 A201 2 A201 1 CONFERENCE 301 STORAGE 302 SMALL CONFERENCE 303 SMALL CONFERENCE 304 EXEC. OFFICE 305 EXEC. OFFICE 306 FILE ROOM 310 WELLNESS 311 FOCUS 312 FOCUS 313 FOCUS 314 EXEC. OFFICE 315 EXEC. OFFICE 316 EXEC. OFFICE 317 ELEC 318 MEN 319 WOMEN 320 IT 321 MEETING 322 MEETING 323 FOCUS 324 FOCUS 325 OFFICE 326 OFFICE 327 OFFICE 328 OFFICE 329 FOCUS 330 FOCUS 331 STORAGE 336 STAIR 2 ST2-3 STORAGE 339 COFFEE/BREAK AREA 342 THIRD FLOOR LOBBY 343 ELEVATOR LOBBY 344 SOCIAL HUB 345 SKY LOBBY 346 OPEN OFFICE 349 OPEN OFFICE 347 OPEN OFFICE 348 8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"10' - 0" 14' - 8 1/4" 4' - 7 1/2"30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 20' - 0" 20' - 0" 40' - 0" 40' - 0" 40' - 0" 26' - 3" 5 3/4"12' - 3 3/8"9 1/8" 12' - 6 1/4" 15' - 0" 18' - 8 5/8" 9' - 1 3/4" 7' - 3" 7' - 3" 7' - 3" 9' - 3 1/8"26' - 8 1/2" 5 3/4" 4' - 9 7/8" 7' - 9" 10' - 7" 10' - 6"10' - 6" 10' - 7" 7' - 9" 4' - 9 7/8" A A B B C C B.2 B.2 B.8 B.8 11 22 33 44 55 66 77 7.57.5 99 D D SF19 SF19 SF8 SF8 SF8 SF8 SF8 SF8 SF19SF19SF19SF19 SF8 SF8 SF8 SF8 SF8 SF8 ISF3 ISF3 ISF6 ISF6 40' - 0" 40' - 0" 2' - 4 3/8" 15' - 0" 4' - 0" 15' - 0" 37' - 0 5/8" 4' - 7 1/2" 40' - 0" ISF3 ISF9 ISF10 ISF11 ISF11 ISF11 ISF14 ISF14 ISF15ISF15 ISF14 ISF14 ISF14 ISF14 ISF14 ISF14 ISF10 ISF9 ISF8 ISF3 OFFICE 332 OFFICE 333 OFFICE 334 OFFICE 335 A1 1 4 A311 3 A312 4 A312 3 A313 4 A313 5 A313 2 A314 3 A314 ISF1 ISF1 ISF5 4 1/2"11' - 10 1/2" 12' - 2 1/8" 4 1/2"8' - 8 1/2"12' - 6 5/8" 20' - 7 1/4"10' - 3 5/8"10 3/4"22' - 11 1/4"10 3/4" 1' - 6 7/8"15' - 4 7/8"9' - 0 1/8"10' - 6 1/8" 10' - 6 3/4" 10' - 6 5/8" 10' - 6 1/8" 5' - 5 1/8"5' - 3 5/8"11' - 11 1/8" 2' - 6"13' - 3 5/8"18' - 8 5/8"15' - 0"12' - 6 1/4"13' - 9 3/4"2' - 6"12' - 5 3/8" 1' - 5 3/4" 10' - 6 1/8" 21' - 5" 10' - 2 1/2"9' - 1 1/8" 15' - 1 5/8" ISF16 ISF17 ISF16 ISF17 ISF13 339336335334333332331330329328326327324325317 322 323 306 320B 321 316 305 315 300A 304303 302 318311319320A312313314344ISF7 347348310 1 2 SF8 SF88 1/4"10' - 0"4' - 0"10' - 0"8 1/4"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"SF8 SF8 SF8 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW3 EW3 EW1 EW1 EW1 EW1 W1A W1A W1A W1A W1A W1A W3A W3F W1A W3F W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W4A W3F W3FW3FW8W8 EW1W3FW1A301A301BW1AW1AW1AW1AW3FW3FW1AW1AW1AW1AW1AW1AW1AW1AW1AW1AW1A EW1EW1W1AW5W4BEW1EW1EW1W1AEW1W1AW1AW1A1 A133 1 A131 4 A131 EXEC. OFFICE 307 307 ISF10 W1AW3A 5' - 4 7/8" 5' - 0 1/8" 88 16' - 3 1/2"11' - 10 3/4"11' - 10 3/4"3' - 10 1/2"2 A503 1 A1101' - 5 3/4"10' - 5 1/8"13' - 6 1/8"10' - 10 7/8"EW7 EW7 EW7EW7 1' - 5 3/4" 38' - 9 3/8"8 1/4"10' - 0"4' - 0"10' - 0"8 1/4"SF8 SF8 EW1 3 A502 3 A501 55 1/2"2' - 1"6' - 2 5/8" 2' - 0" 1' - 5 3/4"7' - 5 3/8"8 3/8"23' - 0 1/2"8 3/8"7' - 1 1/4"30' - 10 3/4" 10' - 9 7/8" 26' - 10 1/8" 1' - 9 1/4"9"10 7/8" 11' - 3"25' - 4 1/2"4' - 7 3/4"25' - 5 1/8"29' - 11"4' - 7 7/8"25' - 4 3/8"4' - 7 1/2"7/8" 10' - 7 1/4" 4' - 0" 10' - 0"9 1/8" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8"10' - 0"4' - 0"10' - 0"8 1/4"4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"42' - 6 3/4"82' - 6 3/4"31' - 6 1/2"4 A115 3 A115 5 A115 2 A115 TYP. EW1 3' - 3 3/4" 8' - 1 5/8" 10' - 1 1/8"0"4 A350 FEC FEC TYP. TYP. 2 A116 2 A350 3 A116 4 A116 1 A116 TYP. W3BW3A W6 W3BW3BW3B 11' - 3"10 5/8" ISF12 OFFICE 309 STORAGE 308 309 308 GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A103THIRD FLOORPLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 Third Floor Plan UP A2021 A202 2 A201 2 A201 1 CONFERENCE 401 STORAGE 402 SMALL CONFERENCE 403 SMALL CONFERENCE 404 EXEC. OFFICE 405 EXEC. OFFICE 406 EXEC. OFFICE 407 EXEC. OFFICE 408 EXEC. OFFICE 409 EXEC. OFFICE 410 FOCUS 411 FOCUS 412 FOCUS 413 FOCUS 414 OFFICE 415 STORAGE 416 FOCUS 417 FOCUS 418 FOCUS 419 WELLNESS ROOM 441 ELEC 420 MENS 421 WOMENS 422 IT 423 JAN 424 MEETING 425 MEETING 426 OFFICE 427 OFFICE 428 OFFICE 429 OFFICE 430 OFFICE 431 OFFICE 432 OFFICE 433 OFFICE 434 STORAGE 435OFFICE 436 OFFICE 437 OFFICE 438 OPEN TO BELOW MEETING AREA 442 SOCIAL HUB 439 COFFEE/BREAK AREA 444 FOURTH FLOOR LOBBY 443 ELEVATOR LOBBY 445 MEETING AREA 440 STORAGE 446 STAIR 2 ST2-4 MEETING AREA 4484' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 20' - 0" 20' - 0"42' - 2 1/4"10' - 6 1/8" 10' - 6 3/4" 10' - 6 5/8" 10' - 6 1/8" 5' - 5 3/8" 11' - 7 1/8" 21' - 8 7/8" 40' - 0" 40' - 0" 40' - 0" A A B B C C B.2 B.2 B.8 B.8 11 22 33 44 55 66 77 7.57.5 99 D D D.5 D.5 E E SF19 SF19 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF19SF19SF19SF19 SF8 SF8 SF8 SF8 SF8 SF8 ISF15 ISF14 ISF14 ISF14 ISF14 ISF14 ISF14 ISF14 ISF14 ISF15 ISF22ISF24ISF22 ISF29 ISF9 ISF9 ISF18 ISF22 ISF20ISF20ISF20ISF20 ISF21 ISF21 ISF21 ISF3 ISF3 ISF18 ISF19 15' - 0" 4' - 0" 15' - 0" 40' - 0" 40' - 0" 40' - 0" A1 1 4 A311 3 A312 4 A312 3 A313 4 A313 5 A313 2 A314 3 A314 438437436439435431432433434430 429 428 427 410 426425ISF16ISF16 ISF17 ISF17 424 423420441 421422405419418417414413412411445ISF7401B401A402 ISF1 ISF1 ISF5 408 409407415 14' - 7"13' - 3 1/2" 15' - 0" 15' - 0 1/2"15' - 9 5/8"12' - 6 5/8" 2' - 6 3/8" 18' - 0 7/8" 8' - 9 3/4" 7' - 5 3/8" 7' - 5 3/8" 7' - 5 3/8"9' - 0" 1' - 6 7/8"1' - 5 3/4"6' - 7 7/8"13' - 6"13' - 6 1/4"1 2 SF8 SF8 SF8 SF8 SF88 1/4"10' - 0"4' - 0"10' - 0"8 1/4"EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW3 EW3 EW1 EW1 EW1 EW1 W1A W1A W1A W3A W3F W1A W3F W3F EW5 W1A W1A W1A W1A W4A W3FW3F W3FW3F W1A W1A W1A W1A W6 W3A W1A W8W7W1AW1AW1AW1AW3F W3FW3FW1A406 W1A W1AW1A EW1EW1EW1EW1EW1W1AW4BW1AW1AW1AW1AW1AW1AW1AW1AW1AW1AEW1W1AW1AW1AEW1W1AW1AW1A 1 A133 1 A131 5 A131 88 7' - 8 3/8" 10' - 5 1/8" 10' - 5 1/8" 10' - 5 1/8" 10' - 5 1/8" 10' - 5 1/8" 3 A503 5' - 10 1/8"15' - 4 7/8" 16' - 3" 5 3/4" 11' - 5 3/4" 10 5/8" 6' - 8 3/4" EW7 EW7 EW7EW7 W3B 1' - 5 3/4"11' - 9 1/8" 13' - 11 3/8" 13' - 6 1/2" 10' - 0 1/2"8 1/4"10' - 0"4' - 0"10' - 0"8 1/4"SF8 SF8 EW1 4 A501 4 A502 ISF6ISF6 5 4 1/2"11' - 10 1/2" 12' - 2 1/8" 4 1/2"8' - 8 1/2" 10 3/4"22' - 11 1/4"10 3/4"5 1/2"2' - 1"6' - 2 5/8" 2' - 0"8' - 2 5/8" 10' - 1 7/8" 2' - 1" 1' - 5 3/4" 7' - 5 3/8" 8 3/8" 23' - 0 1/2" 8 3/8" 7' - 1" 7' - 7 3/8" 7' - 10 1/4" 15' - 8 3/8" 10' - 6 7/8" 20' - 11 3/4"11' - 5 3/8"7' - 8" 16' - 6 3/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"4' - 7 1/2"25' - 3 3/4"4' - 8 3/8"25' - 4 1/2"4' - 7 3/4"25' - 5 1/8"29' - 11"4' - 7 7/8"25' - 4 3/8"4' - 7 1/2"7/8" 10' - 7 1/4" 4' - 0" 10' - 0"9 1/8" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4"10' - 0"4' - 0"10' - 0"7 1/2"8"10' - 0"4' - 0"10' - 0"8 1/4"4' - 8 1/8" 6' - 11 1/4" 5' - 4 7/8" 10' - 0"6' - 11 1/2"4' - 7 1/2"3' - 3 3/4" 8' - 1 5/8" 9' - 1 5/8"11 1/2"403 404 2 A350 3 A116 4 A116 2 A116 5 A116 4 A350 FEC FEC 2 A115 TYP. 5 A115 TYP.W3BW3BW3B 416 OFFICE 447 WALL:P1 FLOOR:CPT3 BASE:B1 ISF14 447 ISF1 W1A10 7/8" 11' - 3" 5" GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A104FOURTH FLOORPLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 Fourth Floor Plan A2021 A202 2 A201 2 A201 1 REST. 502 REST. 503 EXEC. OFFICE 501 EXEC. OFFICE 539 EXEC. OFFICE 538 OFFICE 504 STORAGE 505 OFFICE 537 WELLNESS 536 OFFICE 535 EXEC. OFFICE 506 EXEC. OFFICE 507 EXEC. OFFICE 508 EXEC. OFFICE 509 EXEC. OFFICE 510 EXEC. OFFICE 511 ELEC 534 JAN 533 IT 532 MEN 531 WOMEN 530 MEETING 529 MEETING 528 FOCUS 527 FOCUS 526 OFFICE 525 OFFICE 524 OFFICE 523 MEETING 522 OFFICE 521 OFFICE 520 OFFICE 519 STORAGE 518 STAIR 2 ST2-5 MEETING 516 OFFICE 515 OFFICE 514 FOCUS 512 FOCUS 513 SMALL CONFERENCE 541 COFFEE/DRINKS 542 FIFTH FLOOR LOBBY 543 SOCIAL HUB 544 ELEVATOR LOBBY 545 STORAGE 517 OPEN OFFICE 547 OPEN OFFICE 54825' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"25' - 4 1/2"4' - 7 1/2"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2" 35' - 4 1/2" 4' - 7 1/2"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"8 1/4" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4" 8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 20' - 0" 20' - 0"42' - 7 1/2"40' - 0" 40' - 0" 40' - 0"6' - 9 1/2"13' - 8 7/8"8' - 11 1/8"4' - 2 5/8"49' - 11 7/8"11' - 7 1/8"7' - 6 1/8"11' - 6 7/8"3' - 4 3/8"11' - 10 3/4"5' - 6 3/8"14' - 10 3/8"1' - 5 3/4"A A B B C C B.2 B.2 B.8 B.8 11 22 33 44 55 66 77 7.57.5 99 D D D.5 D.5 E E 15' - 0" 40' - 0" 15' - 0" 3' - 6 3/8" 40' - 0" 40' - 0" A1 1 4 A311 3 A312 4 A312 3 A313 4 A313 5 A313 2 A314 3 A314 SF19 SF19SF19SF19 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF8 SF19ESF8SF19 ISF9 ISF9 ISF9 ISF9 ISF18 ISF18 ISF24 ISF25 ISF26 ISF28 ISF28 ISF14 ISF14 ISF14ISF14 SF8 SF8 ISF14 ISF14 ISF14 ISF15 ISF15 ISF14 ISF23 ISF12 ISF27 ISF7 4 A503 ISF16 ISF17 ISF16 ISF17 517518516522 512513514515519520521523524526527525529 528 511 510 508 507 535 532 533 538 539 505504 537 541506501549540545B545A5365305315341 1/2"15' - 8"1' - 2 1/2"12' - 5 1/2" 6"11' - 7 1/8" 5' - 7" 11' - 7 1/8" 9' - 1 3/4" 14' - 11 7/8" 14' - 11 7/8" 15' - 0 1/8" 14' - 11 7/8" 15' - 0 3/8"6' - 10 1/8" 9' - 10"1' - 5 3/4"4' - 7 1/2" 25' - 4 1/2" 4' - 7 1/2"8 1/4"10' - 0"4' - 0"10' - 8 1/4"SF8 SF8 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW3 EW1 EW1 EW1 EW1 W1A W1A W1A W1A W3FW3F W1A W3F W1A W5 W1A W1A W1A W1A W1A EW1 W3B W1A W1A W1A W3F W3A W3F W1A W1A W3F W1A W1A 503 502 EW1EW3EW3W6 W1AW1AEW1EW1EW1EW1EW1W1A W4A W5 W4BW5W1AEW1W1AW1AW1AW1AW1AW1AW1AW1AW1AW3FW3AW1AEW1W1AW1AW1AEW3 EW1 W1AW1AW1AW1AW1A1 A133 1 A131 6 A131 4 A133 1 2 88 5' - 9 1/2" 5' - 9 5/8" W1AW1A16' - 0"14' - 0"1' - 9 3/4"12' - 4 3/8" CORRIDOR 549 5 A501 5' - 9 3/8" 13' - 5 1/4" 13' - 5 1/4"18' - 5 5/8"8' - 4 7/8"14' - 5 1/4"12' - 5 1/4"12' - 10 1/4" 17' - 4 7/8"5' - 9 5/8"5' - 9 1/2"10' - 6 1/8" 10' - 6 3/4" 10' - 6 5/8" 10' - 6 1/8" 5' - 5 3/8" 10' - 5 1/8" 10' - 5 1/8" 7' - 4 5/8" 5' - 4 5/8" 1' - 10" SF8 SF88 1/4"10' - 0"4' - 0"10' - 0"8 1/4"EW1 5 A502 5 82' - 7 1/2"31' - 7 1/4"8 1/4" 4' - 7 1/2"25' - 4 1/2"4' - 7 3/4"25' - 5 1/8"29' - 11"4' - 7 7/8"25' - 4 3/8"4' - 7 1/2"7/8" 10' - 7 1/4" 4' - 0" 10' - 0"9 1/8" 10' - 0" 4' - 0" 10' - 0"8 1/4" 10' - 0" 4' - 0" 10' - 0" 8 1/4"4' - 8 3/8" 25' - 3 3/4" 4' - 7 1/2"8 1/4"10' - 0"4' - 0"10' - 7 1/2"8"10' - 0"4' - 0"10' - 0"8 1/4"8 1/4" 15' - 0" 4' - 0" 15' - 0" 8 1/4"W1A1' - 5 3/4" 22' - 10 3/4" 10' - 5 1/8" 5' - 5 3/8" 10' - 6 1/8" 21' - 1 1/4" 10' - 6 1/4" 5 3/4" 5' - 4 5/8" 7' - 4 5/8" 10' - 5 1/8" 10' - 5 1/8"W3AW3F2' - 5 3/4" 15' - 8 1/8"3' - 3 3/4" 8' - 1 5/8" 9' - 1 5/8"11 1/2"1' - 5 3/4"18' - 0" 20' - 11 5/8" 11' - 5 1/8" 25' - 0 1/2" 5' - 5" 20' - 9 1/2" 18' - 4 1/4" 509 ISF9 2 A350 ESF10 5' - 0 1/4" 9' - 1 1/8" 1' - 6 7/8"4' - 5"2' - 2" 4 A350 FEC FEC 15 15 15 15 15 6 6 14 14 W3BW3BW3B 5 7/8" 11' - 2 1/8" 10 5/8" GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A105FIFTH FLOOR PLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 Fifth Floor Plan A2021 A202 2 A201 2 A201 1 A A B B C C 11 22 33 44 55 66 77 7.57.5 99 D D A1 1 Mechanical Area 701 6 6 7 8 8 EW9EW9881/4":1'1/4":1'1/4":1'1/4":1'1/4":1'1/4":1' 1/4":1' 1/4":1' 1/4":1' 14 14 GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A106ROOF PLANMerchants BankHQ2420 3rd Ave. SWCarmel, IN 46032SCALE: 1/8" = 1'-0"A106 1 Roof Plan GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE OWNER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT REGULATORY AGENCIES. 4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS-PROJECT DATA AND SAMPLES TO OWNER/ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL FINISHES. 5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS. REFER ALL QUESTIONS TO THE ARCHITECT OR ENGINEER ON RECORD. 6. ALL DIMENSIONS ARE FROM FACE OF FRAMING U.N.O. 7. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD DOCUMENTS SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF WORK. 9. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. 10. ALL INTERIOR WALLS ARE TO DECK UNLESS NOTED OTHERWISE. PLAN KEY NOTES 1. 3500 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 MRL TRACTION 2. 4000 LBS ELEVATOR SIMILAR TO SCHINDLER 3300 XL MRL TRACTION 3. (6) INVERTED "U" BIKE RACKS. COMPLY WITH CITY STANDARDS 4. ELECTRIC CAR CHARGER. SEE ELECTRICAL. 5. BOTTLE FILLER. SEE PLUMBING. 6. ROOF DRAIN & OVERFLOW 7. ROOF HATCH -48" x 48" 8. MERCHANTS ROOF SIGNAGE BY SIGNAGE PROVIDER. SEE STRUCTURAL FOR SUPPLEMENTAL FRAMING. 9. HANDLE IT CORNER COLUMN PROTECTOR. 24" HEIGHT. 10. PREFINISHED ALUMINUM DOWNSPOUT 11. PREFINISHED ALUMINUM GUTTER 12. PREFINISHED ALUMINUM SCUPPER 13. ALL FEC UNITS TO RECEIVE STAINLESS STEEL HOUSING U.N.O. 14. BUILT UP TAPERED INSULATION TO ACHIEVE POSITIVE DRAINAGE 15. TEMPERED GLASS RAILING SYSTEM. MINIMUM OF 42" A.F.F. 16. PALMSHIELD LOUVERED FENCE AND DOUBLE GATE. ATLAS INDUSTRIAL HORIZONTAL LOUVERS MODEL. 17. KNOX BOX. FINAL LOCATION TO BE DETERMINE BY FIRE MARSHALL 55 D D A110 4 A110 5 Bridge 300 8' - 4" 5' - 0" 5' - 0" 5' - 0" TYP. 5' - 0" TYP. 5' - 0" 6' - 10 1/4" ISF13300A 1' - 0 1/2"9' - 0"1' - 0 1/2"V.I.F. 170' - 2 1/4" EW1 EW1 300B 1 A111 3 A112 ESF11 TYP. 1 A111 3 A112 CEILING PLAN KEYNOTES 1. BULKHEAD AT 9'-10" A.F.F. 2. ALIGN CEILING W/ FINISH FACE OF DRYWALL 3. EXPOSED CEILING 4. 6" RECESSED COVE WITH LIGHTING -SEE ELECTRICAL DRAWINGS 5. PROVIDE 6" CROWN MOLDING 6. OPEN TO ABOVE 7. REFERENCE SHEET A110 FOR MORE INFORMATION 8. EXPOSED CEILING TO BE PAINTED 9. UNDERSIDE OF STAIRS TO BE WOOD VENEER WRAPPED W/ RECESSED DOWNLIGHTS 1 2 3 4 5 6 7 8 9 Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" CS B2 B1 CS B2 B1 EXISTING MERCHANTS HEADQUARTERS MCP1 MCP2 CS CS AS EXISTING BEYOND 6"Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" CS B2 B1 B1 B22 A111 EXISTING MERCHANTS HEADQUARTERS TYP. MCP1 MCP2 CS CS 55 D D A110 4 A110 5 1 A111 1/4":1'3 A112 EXT. MATERIAL LEGEND BRICK COLOR #1 MFG: PALMETTO BRICK COLOR: DARK RED FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-31 TERRA COTTA BRICK COLOR #2 MFG: PALMETTO BRICK COLOR: LIGHT ROSE FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-224 PECAN CAST STONE MFG: CUSTOM CAST STONE COLOR: MAIZE FINISH: SMOOTH INSULATED GLAZING SYSTEM FLOAT GLASS SUBSTRATE: CLEAR SPANDREL GLAZING SYSTEM MFG: GUARDIAN SUNGUARD ALUMINUM STOREFRONT FINISH: CLEAR ANODIZED CANOPIES MATERIAL: STEEL FINISH : PAINTED MECHANICAL SCREEN PANEL B1 B2 CS IG SG AS CP MSP METAL CLADDING PANEL MFG: ALUCOBOND Size:3'-4" W x 10" H Typ. Color:Clear Anodized MCP1 COLD FORMED METAL FINISHMF TEMPERED GLASS RAILINGGR METAL CLADDING PANEL MFG: ALUCOBOND Size:10'-0" W, Height Varies Color: Clear Anodized MCP2 ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A110BRIDGE PLANSAND ELEVATIONSMerchants BankHQ2420 3rd Ave. SWCarmel, IN 46032SCALE: 1/8" = 1'-0"A110 1 Third Floor Bridge Plan SCALE: 1/8" = 1'-0"A110 2 Third Floor Bridge RCP SCALE: 1/8" = 1'-0"A110 4 North Bridge Elevation SCALE: 1/8" = 1'-0"A110 5 South Bridge Elevation SCALE: 1/8" = 1'-0"A110 3 Bridge Roof Plan Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" Level 5 EL: 59' -4" Level 6 EL: 73' -4" 1 A311 2 A311 B1B2B1B1B1B1B2B1B2MSPCPHR IG SG IG SG IG SG GR CSIGB1ASIGCPB2B2B1B1B2B1B2B2B1B2B2B1B1 B2 B1 9' - 6" 8' - 8"0' - 2"5' - 0" 0' - 2" 8' - 8" 0' - 2" 5' - 0" 0' - 2" 8' - 8 1/4" 0' - 2" 5' - 5 3/4"0' - 2 1/4" 1' - 1 5/8"5' - 0" TYP.5' - 0" TYP.1' - 0 5/8" 5' - 0" TYP. 5' - 0" TYP. TYPICAL 2" MULLION AT HORIZ. MULLION TYPICAL BUTT JOINT AT VERTICAL MULLION 4 A113 CUSTOM STONE ACCENT 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING IG IG Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" Level 5 EL: 59' -4" Level 6 EL: 73' -4" 2 A313 1 A313 B1 B2 B1 B1 B2 B1 B2 B1 B2MSPB1CS CS IG B2 CS CP B2 B2 B2 B1B1 B1 B2B2B1B1B2B2B1OVERHEAD COILING DOOROVERHEAD COILING DOOR PALMSHIELD LOUVERED FENCE AND DOUBLE GATE PRODUCT: ATLAS INDUSTRIAL HORIZONTAL LOUVERS COLOR TO MATCH STOREFRONT CLEAR ANODIZED ALUMINUM CUSTOM STONE ACCENT 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING EXT. MATERIAL LEGEND BRICK COLOR #1 MFG: PALMETTO BRICK COLOR: DARK RED FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-31 TERRA COTTA BRICK COLOR #2 MFG: PALMETTO BRICK COLOR: LIGHT ROSE FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-224 PECAN CAST STONE MFG: CUSTOM CAST STONE COLOR: MAIZE FINISH: SMOOTH INSULATED GLAZING SYSTEM FLOAT GLASS SUBSTRATE: CLEAR SPANDREL GLAZING SYSTEM MFG: GUARDIAN SUNGUARD ALUMINUM STOREFRONT FINISH: CLEAR ANODIZED CANOPIES MATERIAL: STEEL FINISH : PAINTED MECHANICAL SCREEN PANEL B1 B2 CS IG SG AS CP MSP METAL CLADDING PANEL MFG: ALUCOBOND Size:3'-4" W x 10" H Typ. Color:Clear Anodized MCP1 COLD FORMED METAL FINISHMF TEMPERED GLASS RAILINGGR METAL CLADDING PANEL MFG: ALUCOBOND Size:10'-0" W, Height Varies Color: Clear Anodized MCP2 ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A201EXTERIORELEVATIONSMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" Level 5 EL: 59' -4" Level 6 EL: 73' -4"14' - 0"14' - 0"14' - 0"14' - 0"17' - 4"2 A312 1 A312 B1 B1B1B2B1B2B2B2B2B1B1B1MSP CS IG B2 IG SG IG SG IG SG GR IG ASB1 B2B2 B2 B1B1B2B2 B2B2B2B2B1B1B1B1B1B2B2B2 B2B2B1B1B1B1 B1 B2B1B2B1B2 5' - 0" TYP. 5' - 0" TYP. 1' - 1 1/4"0' - 3 1/4"5' - 4 3/4"0' - 2"8' - 8 1/4"0' - 2"5' - 0"0' - 2"8' - 8 1/4"0' - 2"5' - 0"0' - 2"8' - 7 1/2"0' - 2 1/2"TYPICAL 2" MULLION AT HORIZ. MULLION TYPICAL BUTT JOINT AT VERTICAL MULLION CUSTOM STONE ACCENT CANOPY SIGN, GREEN COLORED CAPITAL LETTERING, NOT ILLUMINATED 1'-3"H x 15'-0"W 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING Level 1 EL: 0' -0" Level 2 EL: 17' -4" Level 3 EL: 31' -4" Level 4 EL: 45' -4" Level 5 EL: 59' -4" Level 6 EL: 73' -4"14' - 0"14' - 0"14' - 0"14' - 0"17' - 4"1 A314 B1B1 B1 B2B1 B2 B2B2B2 B1 B1 B1MSP CSIGB2 IG SG IG SG IG SG GR IGIG B2 B2 B2 B1 B1 B2 B2 B2 B2 B2 B2 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B1 B1 B1 B1B1 1' - 1 1/4" 5' - 0" TYP. 5' - 0" TYP.0' - 2 1/2" 8' - 7 1/2" 0' - 2" 5' - 0" 0' - 2" 8' - 8 1/4" 0' - 2" 5' - 0" 0' - 2" 8' - 8 1/4"0' - 2"5' - 4 3/4" 0' - 3 1/4" TYPICAL 2" MULLION AT HORIZ. MULLION TYPICAL BUTT JOINT AT VERTICAL MULLION CUSTOM STONE ACCENT 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING 7'-0H x 20'-0"W ROOFTOP SIGN. 2 LOCATIONS TOTAL. DESIGN TO MATCH EXISTING B1 EXT. MATERIAL LEGEND BRICK COLOR #1 MFG: PALMETTO BRICK COLOR: DARK RED FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-31 TERRA COTTA BRICK COLOR #2 MFG: PALMETTO BRICK COLOR: LIGHT ROSE FINISH: WIRE CUT MORTAR CEMENT MFG: BRIXMENT COLOR: C-224 PECAN CAST STONE MFG: CUSTOM CAST STONE COLOR: MAIZE FINISH: SMOOTH INSULATED GLAZING SYSTEM FLOAT GLASS SUBSTRATE: CLEAR SPANDREL GLAZING SYSTEM MFG: GUARDIAN SUNGUARD ALUMINUM STOREFRONT FINISH: CLEAR ANODIZED CANOPIES MATERIAL: STEEL FINISH : PAINTED MECHANICAL SCREEN PANEL B1 B2 CS IG SG AS CP MSP METAL CLADDING PANEL MFG: ALUCOBOND Size:3'-4" W x 10" H Typ. Color:Clear Anodized MCP1 COLD FORMED METAL FINISHMF TEMPERED GLASS RAILINGGR METAL CLADDING PANEL MFG: ALUCOBOND Size:10'-0" W, Height Varies Color: Clear Anodized MCP2 ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission A202EXTERIORELEVATIONSMerchants BankHQ2420 3rd Ave. SWCarmel, IN 460321/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 WEST ELEVATION ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS22005 August 10, 2023 ADLS Submission ADLS1ArchitecturalConceptual ViewsMerchants BankHQ2420 3rd Ave. SWCarmel, IN 46032Looking South Along 3rd Ave Looking South Along 3rd Ave Looking Southwest Along 3rd Ave WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEUPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.358AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:LANDSCAPE PLAN 1"=20' SGJ10C700 GENERAL LANDSCAPE NOTES:ADDITIONAL CITY OF CARMEL NOTES:08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TITLE SHEET 321-189 SGJC000 NORTHADDITIONAL CITY OF CARMEL NOTES:CONSULTANT TEAM:CIVIL ENGINEERCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO ST., STE. GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: AARON HURTEMAIL: ahurt@cecinc.comPROJECTLOCATIONGASTELEPHONESTREETSSTORM SEWERWATERUTILITIES:UTILITY NOTE:MERCHANTS BANK OFFICE BUILDING210 3RD AVENUE SWCARMEL, INDIANA 46032CONSTRUCTION DOCUMENTSDOCKET # PZ-2023-00125AUGUST 03, 2023LOCATION MAPARCHITECTSTUDIO M ARCHITECTURE2 W. MAIN STREETCARMEL, INDIANA 46032PH: (317) 810-1502CONTACT: DAN MORIARITYEMAIL: dmoriarity@studiomarchitecture.comELECTRICSANITARY SEWERSITEMONON BOULEVARD - SOUTHBOUND OPERATING AUTHORITYCITY OF CARMELPARK LANE INDUSTRIAL DRIVEDEVELOPERDILLON CONSTRUCTION GROUP6828 HILLSDALE COURTINDIANAPOLIS, IN 46250PH:(317) 596-2767CONTACT: DALE DILLONddillon@dilloncg.comSURVEYORCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO ST., STE. GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: ANTHONY SYERSEMAIL: asyers@cecinc.comFLOOD INFORMATION NOTE:HORIZONTAL & VERTICAL DATUM:MONON BOULEVARD - NORTHBOUND PARKING DATA:ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:ZONING DATA: EXISTING ZONING CLASSIFICATION:SITE DATA:SITE DATA:BUILDING DATA:LOT COVERAGE2ND STREET SW4TH STREET SWEMERSON ROAD3RD AVENUE SW 4TH AVENUE SWLEGAL DESCRIPTION:DRAWING INDEXSheet No.Sheet TitleDrawing No.01TITLE SHEETC00002EXISTING CONDITIONSC10003SITE LAYOUTC20004GRADING PLANC30005DRAINAGE PLANC40006STORM PROFILESC40107FLOOD ROUTING PLANC40208UTILITY PLANC50009MAINTENENCE OF TRAFFIC PLANC60010LANDSCAPE PLANC70011LANDSCAPE DETAILSC70112SITE DETAILSC80013SITE DETAILSC80114SITE DETAILSC80215SITE DETAILSC80316SANITARY DETAILSC80417SANITARY DETAILSC80518WATER DETAILSC80619WATER NOTES & SPECIFICATIONSC80720WATER NOTES & DETAILSC80821TEMP. STORMWATER POLLUTION & PREVENTION PLANC90022PERMANENT STORMWATER POLLUTION & PREVENTION PLANC90123STORMWATER POLLUTION & PREVENTION NOTESC90224STORMWATER POLLUTION & PREVENTION DETAILSC903ANTICIPATED CONSTRUCTION DATES:OCT. 2023 - MAY 202608/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEDEMOLITION LEGEND:BENCHMARKS:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:EXISTING CONDITIONS 1"=20' SGJC100 GENERAL NOTES:GENERAL SITE LAYOUT NOTES:LEGAL DESCRIPTION:FEMA NOTE:08/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEUPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35AAHGGEEEEEEEHHCCCCCCCCCICCDDFFFSITE LEGEND:PROPOSED SITE KEY NOTES:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SITE LAYOUT 1"=20' SGJ03C200 GENERAL NOTES:GENERAL SITE LAYOUT NOTES:08/08/2023 UPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35ELM STREETINDUSTRIAL DRIVEWEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVESGSMODMFPG = 838.97MLAG = 838.97MFPG = 838.44MLAG = 838.44MFPG = 837.97MLAG = 837.97MFPG = 837.44MLAG = 837.44GRADING LEGEND:FLOOD NOTE:DRAINAGE SUMMARY8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:GRADING PLAN 1"=20' SGJ04C300 ADDITIONAL CITY OF CARMEL NOTES:GENERAL GRADING NOTES:”08/08/2023 UPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVESGSMODMFPG = 838.97MLAG = 838.97MFPG = 838.44MLAG = 838.44DRAINAGE LEGEND:FLOOD NOTE:DRAINAGE SUMMARY8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:DRAINAGE PLAN 1"=20' SGJC400 ADDITIONAL CITY OF CARMEL NOTES:GENERAL GRADING NOTES:”08/08/2023 FLOOD NOTE:BENCHMARKS:STR 404 TO STR D7 PROFILESTR 402 TO STR 403 PROFILEROOF DRAIN TO STR D8 PROFILE8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:STORM PROFILES 1"=20' SGJC401 CITY OF CARMEL NOTE:08/08/2023 UPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35ELM STREETINDUSTRIAL DRIVEWEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVESGSMODMFPG = 838.97MLAG = 838.97MFPG = 838.44MLAG = 838.44DRAINAGE SUMMARYGRADING LEGEND:FLOOD NOTE:NORTHADDITIONAL CITY OF CARMEL NOTES:GENERAL GRADING NOTES:”8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:FLOOD ROUTING PLAN 1"=20' SGJ07C40208/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEUPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35SGSMODUTILITY LEGEND:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:UTILITY PLAN 1"=20' SGJC500UTILITY NOTE:GENERAL UTILITY NOTES:08/08/2023 FLOOD NOTE:UPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.354TH STREET EMERSON ROADPARK LANE ELM STREETINDUSTRIAL DRIVE2ND STREETI N D U S T R I A L D R I V E3 rd A V E N U E S. W.CONSTRUCTIONAHEADROADSIDEWALK CLOSED AHEAD WARNING SIGNTO BE PLACED 1 BLOCK FROM CLOSURE.SIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSED AHEAD WARNING SIGNTO BE PLACED 1 BLOCK FROM CLOSURE.SIDEWALK CLOSEDAHEADCROSS HERE4 th A V E N U E S. W.2 nd A V E N U E S. W.SIDEWALK CLOSEDUSE OTHER SIDER9-10 [12" X 24"]NOTETHESE SIGNS ARE TYPICALLY MOUNTED ON A DETECTABLE BARRICADE TO ENCOURAGECOMPLIANCE AND TO COMMUNICATE TO PEDESTRIANS THAT THE SIDEWALK IS CLOSED.HOWEVER, PRINTED SIGNS ARE NOT USEFUL TO MANY PEDESTRIANS WITH VISUALDISABILITIES, THEREFORE A BARRIER OR BARRICADE DETECTABLE BY A PERSON WITH AVISUAL DISABILITY IS SUFFICIENT TO INDICATE THAT A SIDEWALK IS CLOSED. IF THEBARRIER IS CONTINUOUS WITH DETECTABLE CHANNELIZING DEVICES FOR AN ALTERNATEROUTE, ACCESSIBLE SIGNING MAY NOT BE NECESSARY. AN AUDIBLE INFORMATION DEVICEIS NEEDED WHEN THE DETECTABLE BARRICADE OR BARRIER FOR AN ALTERNATECHANNELIZED ROUTE IS NOT CONTINUOUS.NOTES:WARNING LIGHTS:XW20-2 [48" X 48"]SIDEWALK CLOSEDAHEADCROSS HERER9-11a [18" X 24"]NON-METALLICREFLECTORIZED DRUMWITH LIGHTNOTES:1.ALL SIGNS AND BARRICADES TO BE PLACED IN ACCORDANCE WITH THE LATEST EDITIONOF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.2.NO CONSTRUCTION SHALL COMMENCE PRIOR TO APPROVAL BY INDIANAPOLISDEPARTMENT OF PUBLIC WORKS.3.CONTRACTOR SHALL MAINTAIN ADA ACCESSIBLE PEDESTRIAN ROUTE AT ALL TIMES.4.CONTRACTOR SHALL PROVIDE ALL NECESSARY SIGNAGE FOR PEDESTRIAN TRAFFIC.ADDITIONAL SIGNAGE, BARRICADES AND TRAFFIC CONTROL DEVICES, OTHER THANSHOWN, COULD BE REQUIRED.5.PLAN SHOWN IS FOR GENERAL PURPOSES AND IS NOT A COMPLETE MAINTENANCE OFTRAFFIC PLAN.8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:MAINTENENCE OF TRAFFIC PLAN 1"=50' SGJ09C600 TRAFFIC LEGEND:STANDARD SIGNCONSTRUCTION DRUMS, CHANNELIZING DEVICESBARRICADE, CHANNELIZING DEVICES08/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEUPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.358AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:LANDSCAPE PLAN 1"=20' SGJ10C700 GENERAL LANDSCAPE NOTES:ADDITIONAL CITY OF CARMEL NOTES:08/08/2023 ™ ® PLANT SCHEDULEDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:LANDSCAPE DETAILS 325-748 SGJ BEB ACH11C7018 AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.comDETAIL 207 - CONCRETE JOINT DETAILSDETAIL 209 - CURB JOINT DETAILDETAIL 206 - SIDEWALK ADJACENT TO CURBDETAIL 205 - STRAIGHT CONCRETE CURBDETAIL 203 - CONCRETE SIDEWALKDETAIL 202 - CURB AND GUTTER, CONC. TYPE IIDETAIL 201 - CURB ADJACENT TO EXISTING PAVEMENTDETAIL 208 - CONCRETE PAVEMENT SECTIONDETAIL 204 - PATH & STREET REPAIR DETAILDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SITE DETAILS SGJ BEB ACH12C80008/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SITE DETAILS SGJ BEB ACH13C801 DETAIL 210 - ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP(INDOT STANDARD DRAWING E 604-SWCR-05)DETAIL 218B - CONCRETE DRIVE W/ COMBINEDDEPRESSED CURB AND GUTTERDETAIL 212 - CONCRETE WHEEL STOPDETAIL 213 - ADA ACCESSIBLE PARKING STALLSDETAIL 215 - SIGNAGE DETAILDETAIL 214 - PAINTED ADA ACCESSIBLESYMBOL DETAILNOT TO SCALEARMOR-TILE TACTILE SYSTEMDETAIL 211 - DETECTABLE WARNING STRIP DETAILDETAIL 216 - LIGHT DUTY ASPHALTPAVEMENT SECTION DETAIL 217 - HEAVY DUTY ASPHALTPAVEMENT SECTIONDETAIL 218A - COMMECIAL DRIVE W/ COMBINEDDEPRESSED CURB AND GUTTER08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SITE DETAILS SGJ BEB ACH14C802DETAIL 222 - CITY OF CARMEL RIGHT-OF-WAY PVMT. LOCAL STREETDETAIL 223B - BICYCLE HOOP DETAILDETAIL 223A - BIKE RACK08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SITE DETAILS SGJ BEB ACH15C803 DETAIL 401 - TRENCH DETAIL FOR CITY STORM SEWERSDETAIL 406 - UNDERDRAINDETAIL 224- TREE GRATE08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SANITARY DETAILS SGJ BEB ACH16C80408/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:SANITARY DETAILS SGJ BEB ACH17C80508/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:WATER DETAILS SGJ BEB ACH18C80608/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:WATER NOTES AND SPECIFICATIONS SGJ BEB ACH19C80708/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:WATER NOTES & DETAILS SGJ BEB ACH20C80808/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEPROPOSED LEGEND:12345EROSION CONTROL ITEMS:68AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TEMPORARY STORMWATER POLLUTION PREVENTION PLAN 1"=20'C900GENERAL EROSION CONTROL NOTES:SOIL MAPSOIL LEGEND08/08/2023 WEST ELM STREET3RD AVENUE SWINDUSTRIAL DRIVEUPMERCHANTS BANKOFFICE BUILDINGFFE = 838.350.99 ACRESBUCKINGHAMMULTI-FAMILY BUILDINGFFE = 838.35MFPG = 838.97MLAG = 838.97MFPG = 838.44MLAG = 838.44PROPOSED LEGEND:12345EROSION CONTROL ITEMS:68AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com NORTHDATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:PERMANENT STORMWATER POLLUTION PREVENTION PLAN 1"=20'C901GENERAL EROSION CONTROL NOTES:SOIL MAPSOIL LEGENDSOIL LEGEND08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:STORMWATER POLLUTION & PREVENTION NOTES NTS23C902 (B6) RUNOFF CONTROL MEASURES ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN CONSTRUCTION COMPONENT (SECTION B)(A1) INDEX OF THE LOCATION OF THE REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN(A2) A VICINITY MAP DEPICTING THE PROJECTS SITE LOCATION(A3) NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT(A6) 11X17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A)(A5) LEGAL DESCRIPTION(A28) LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOTDELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND COMMON AREAS(A14) IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS ORAUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES(A27) LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATERDISCHARGES WILL LEAVE THE PROJECT SITE(A13) IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSESON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT)(A10) NAME(S) OF THE RECIEVING WATER(S)(A21) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER,SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES(A7) BOUNDARIS OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, ANDFLOODWAYS(A8) LAND USE OF ALL ADJACENT PROPERTIES(A23) TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES(A15) IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS(A12) SOIL MAP OF THE PREDOMINATE SOIL TYPES(A26) LOCATIONS, SIZE, AND DIMENTIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH ASCULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS(A29) LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS(A16) EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGEPATTERNS(B1) DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES ANDPOLLUTANTS, INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES(B12) STORMWATER QUALITY SEQUENCE(B2) STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS(B5) SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS(B4) SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS(B7) STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS(B8) GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS(B3) SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS(B11) MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY SERVICE(B14) MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETINGTHE REQUIREMENTS IN 327 IAC 2-6.1(B13) PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTSREGULATED UNDER THE PROPOSED PROJECTASSESSMENT OF STORMWATER POLLUTION PREVENTION PLANCOMPONENT (SECTION C)(C1) DESCRIPTION OF POLLUTATNTS AND THEIR SOURCES ASSOCIATED WITH THEPROPOSED LAND USE(C4) SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION(C2) DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES(C3) PLAN DETAILS FOR EACH STORMWATER MEASURE(C5) MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORMWATER MEASURES(A4) LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS(A9) IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL (TOTAL MAXIMUM DAILYLOAD)(A11) IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(d) LIST OF IMPAREDWATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPARED(A17) LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE(A18) LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LANDDISTURBANCE(A19) LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE(A20) EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADEWETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT(A22) SIZE OF THE PROJECT AREA EXPRESSED IN ACRES(A24) PROPOSED FINAL TOPOGRAPHY(A25) LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS(A30) CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT(A31) LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECTINCLUDING, BUT NOT LIMITED TO, STREAM CROSSING AND PUMP AROUNDS(B9) DEWATERING APPLICATIONS AND MANAGEMENT METHODS(B10) MEASURES UTILIZED FOR WORK WITHIN WATERBODIES(C6) ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THEPOST-CONSTRUCTION STORMWATER MEASURES(B15) EROSION CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTS08/08/2023 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 1 05/26/2023 CARMEL ADLS/DP SUBMITTAL 2 08/03/2023 CARMEL CYCLE 1 ADLS/DP RE-SUBMITTAL DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:321-189 AUGUST 03, 2023 BEB ACH24 DILLON CONSTRUCTION MERCHANTS BANK OFFICE BUILDING 210 3RD AVENUE SW CARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:STORMWATER POLLUTION & PREVENTION DETAILS AS NOTED24C903DETAIL 903 - CONCRETE WASHOUT BMPDETAIL 905 - EROSION CONTROL INLET PROTECTIONFOR CURB INLET AND CATCH BASINSDETAIL 906 - NON-PAVED AREA CATCHBASIN INLET PROTECTION DETAILDETAIL 901 - TEMPORARY CONSTRUCTION ENTRANCEDETAIL 904 - STRAW BALE FOR CONCRETEWASHOUTDETAIL 902 - SILT FENCE08/08/2023