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HomeMy WebLinkAboutCorrespondence Shestak, Joe From:Keesling, Rachel M Sent:Tuesday, July 1, 2025 2:32 PM To:Shestak, Joe Cc:Jesse, Christina Subject:FW: Planning Inspection Follow Up Flag:Follow up Flag Status:Flagged Hi Joe, Please see the google photos link below for the pictures of the IMI site. These should be added into Laserfiche in Docket No. 2024-00001 ADLS Amend. Thanks, Rachel Rachel Keesling PLANNING ADMINISTRATOR O: 317-571-2417 | M: 317-750-5634 | rkeesling@carmel.in.gov From: Rick Smith <rick.smith@irvmat.com> Sent: Tuesday, July 1, 2025 10:58 AM To: Butler, Bric <bbutler@carmel.in.gov> Cc: Keesling, Rachel M <rkeesling@carmel.in.gov> Subject: Re: Planning Inspection Good morning, I have enclosed pictures of our building site. Please let me know if you find you need more pictures or need to visit the site. Thank you , Rick Smith .https://photos.app.goo.gl/1bif4RD8RPak9NgL8 . On Mon, Jun 30, 2025 at 9:40 AM Butler, Bric <bbutler@carmel.in.gov> wrote: Hello Rick, I was out of the office Friday I am sorry I missed your call. I see you also tried to call this morning but our phone system are malfunctioning at the moment. Regarding the Planning Inspection photos of the project sent into Rachel Keesling who I have included on this email will be sufficient. She will sign off on the inspection once she receives them if they meet her standards. 1 Once again sorry for the delay. The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location.Bric Butler Meeting Coordinator Department of Community Services City of Carmel, Indiana Office: 317-571-2416 Email: bbutler@carmel.in.gov 1 Civic Square Carmel, IN 46032 Rick Smith 2 Shestak, Joe From:Keesling, Rachel M Sent:Tuesday, July 1, 2025 2:29 PM To:Shestak, Joe Cc:Jesse, Christina Subject:For Laserfiche Attachments:IMI 96TH ADDENDUM -final appoved set.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Joe, Will you add the attached PDF to Docket No. PZ-2024-00001 ADLS Amend in the Stamped Approved Plans folder please? This is an amendment made during the building permit (B-2024-01068) process that was approved. I’ll be following up with a separate email which has completion photos of the site. Please add those as well. Thanks, Rachel Rachel Keesling PLANNING ADMINISTRATOR O: 317-571-2417 | M: 317-750-5634 | rkeesling@carmel.in.gov City of Carmel - Dept of Community Services ONE CIVIC SQUARE, CARMEL, IN 46032 1 SHEET INDEX: T100 COVER SHEET / BUILDING INFO / LIFE SAFTEY PLAN C100 SITE PLAN-PROVIDED CROSSROAD ENGINEERES-NOT INCLUDED IN THIS SET S100 FOUNDATION PLAN S200 BATCH PLANT PIER / COLUMN PLATE INFORMATION S300 FOOTING SECTIONS / PIER SECTIONS S400 BUILDING / WALL SECTION / S500 TRUSS DETAILS / ROOF FRAMING PLAN A100 FLOOR PLAN / DOOR SCHEDULE / POST LOCATIONS A200 EXTERIOR ELEVATIONS A300 EXTERIOR ELEVATIONS E100 POWER PLAN E200 LIGHTING PLAN M100 MECHANICAL PLAN P100 PLUMBING PLAN LIFE SAFTEY PLAN LIFE SAFTEY CODE SUMMARY:! ! CONSTRUCTION TYPE- F2 PROPOSED OCCUPANCY TYPE-VB DRAFT STOPS NOT REQUIRED OPEN BUILDING AREAS DO NOT EXCEED 3000 SF REFER TO SHEET E200 FOR EXIST AND EMERGENCY LIGHTING PORTABLE FIRE EXTINGUISHERS INDICATED BY PROPOSED BUILDING WILL NOT BE EQUIPPED WITH A SPRINKLER SYSTEM PROPOSED 5,105 SF CONCRETE BATCH FACILITY TO BE CONSTRUCTED AT: 4700 W. 96TH ST. INDIANAPOLIS, IN 46268 CODE INFORMATION:! ! THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH! THE FOLLOWING CODES.! ! INDIANA BUILDING CODE, 2012 EDITION-EFFECTIVE-12/01/014! ! INDIANA ELECTRICAL CODE, 2009 EDITION-EFFECTIVE-8/26/09! ! INDIANA MECHANICAL CODE, 2014 EDITION-EFFECTIVE-12/01/14! ! INDIANA PLUMBING CODE, 2012 EDITION-12/24/12! ! INDIANA FIRE CODE, 2014 EDITION EFFECTIVE-12/01/14 N PROJECT / BUILDING INFORMATION:! ! OCCUPANCY TYPE-F2! CONSTRUCTION TYPE-VB! PROPOSED BUILDING SF 5,105 SF! ! ALLOWABLE SF 13,000 SF! ! ! ! PROPOSED BUILDING IS NON SPRINKLED, ! ! ! ! ! ! ! ! ! DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV:08/05/24 SHEET: PR O J E C T I N F O : T100 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 TI T L E S H E E T OW N E R S : 14'X14' OH. DR. 12 ' X 1 2 ' O H . D R . T O R A I S E V E R T I C A L L Y STORAGE AREA HEADER PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 ADDENDUM PLANS-794 SF INCREASE / ! FOUNDATION / TRUSS REVISIONS PROPOSED ADDITION REMOVED AREA 10/17/202410/17/2024 A! A200 A! S100 FOUNDATION PLAN SCALE-3/16"=1'-0" 45'-10"28'-10" 21'-6" 43 ' - 1 0 " 28 ' - 6 " RA M P U P 72 ' - 4 " HOT WATER ! HEATER 28'-7" +7" STEP UP +7" STEP UP CONCRETE RETAINING WALL 11 ' - 0 " 6'-8" DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05/24 SHEET: PR O J E C T I N F O : S100 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 FO U N D A T I O N P L A N OW N E R S : 74'-8" 28 ' - 6 " 16" 12" CONCRETE RETAINING WALL 16" 16" 10'-2" 16" 16" 12" 13'-6" 14 ' - 3 " PLANT C/L 5' - 3 " 5' - 3 " 10 ' - 6 " 13'-4" 6'-8"6'-8" LOADING! POINT 14'-6" 5'-3" 10'-6" 5'-3" 12 ' - 0 " 11'-8" 5' - 0 " 30 " 30 " 14'-8" 5' - 0 " 30 " 30 " 14'-8" 8'-0" 16'-0" 8'-0" 3' - 0 " 21" 11'-2" PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 14'-0"4'-6" 12" 12" 12" 3' - 0 " 12 ' - 0 " FIN.FL.ELE.! 100'-0" FIN.FL.ELE.! 102'-0" FIN.FL.ELE.! 100'-0" FIN.FL.ELE.! 100'-0" 43 ' - 1 0 " 10 ' - 0 " 3' - 0 " 16 ' - 9 " RA M P D N 14 ' - 3 " 14 ' - 4 " FIN. GRADE! 100.00' FIN. GRADE! 99.00' 24" CONCRETE SLAB 7" CONCRETE SLAB 6" CONCRETE SLAB CONCRETE APRON CO N C R E T E A P R O N POUR 4" CONCRETE THROUGH! OPENING TOP OF WALL! + 4'-0"-A.F.F. TO P O F W A L L ! + 4 ' - 0 " - A . F , F TOP OF WALL! + 4'-0"-A.F.F TOP OF WALL! + 4'-0"-A.F.F TOP OF WALL! + 4'-0" A.F.F TO P O F W A L L ! + 3 ' - 5 " - A . F . F . TOP OF WALL! + 3'-5"-A.F.F. TOP OF WALL! + 4'-0"-A.F.F A1 A2 B1 B2 C1 C2 D1 D2 E1 E2 TO P O F W A L L ! + 3 ' - 5 " TO P O F W A L L ! + 4 ' - 0 " - A . F . F . REFER TO SHEET S200 FOR PIER /! BOLT PLATE INFORMATION 7'-5" E E EEE F F F F 1'-4" TOP OF WALL TO BE AT SAME! HT. AS BUILDING RETAINING WALL! FIELD RESOLVE! 1' - 0 " 2'-0" 3' - 0 " RETAINING WALL SECTION-A SCALE-1"=1'-0" #5 VERTICAL @ 48"O.C. #5 HORIZONTAL CONTINUAL! W/ 24" LAP #5 CROSS TIES POURED CONCRETE WALL A! A200 A! S100 A! A200 A! S300 A! A200 A! S300 A! A200 A! S300 A! A200 A! S300 A! A200 A! S300 24" CONCRETE SLAB A! A200 B! S300 A! A200 B! S300 A! A200 B! S300 A! A200 C! S300 A! A200 D! S300 E2 EE F2 E F1 E 4"4" 8" CONCRETE SLAB 24" CONCRETE SLAB 24" CONCRETE SLAB 8" CONCRETE SLAB TOP OF PIER! 6'-6" 1'-4" 2' - 0 " #5 LOOP #5-VERTICAL@48"O.C. #8@12" O.C. E.W. #8@12" O.C. E.W. FIN. FL. ELE.! 100.00' POURED CONCRETE WALL POURED CONCRETE ! FLOOR / FOOTING BOTTOM OF SLAB! -2'-0" 8" COMPACT GRAVEL FILL 6' - 6 " #5 HORIZONTAL W/ 24" LAP 8" CONCRETE SLAB RETAINING WALL SECTION-B SCALE-1"=1'-0" A! A200 B! S100 A! A200 B! S100 11'-4" 11'-3"16" 4'-0" 6'-0"4'-4" 4' - 0 " 5' - 0 " 74'-8" 41'-4" A! A200 C! S100 13'-6" 8" CONCRETE SLAB 19'-10" 16" 2' - 2 " 4'-10" 19 ' - 4 " 91 ' - 8 " 91 ' - 8 " 19 ' - 4 " 12" 12 " 3' - 0 " 3' - 4 " #5 HORIZONTAL CONTINUAL! W/ 24" LAP A! A200 A! S100 A! A200 B! S100 8' - 2 " FIN.FL.ELE.! 100'-0" FIN.FL.ELE.! 100'-7" FIN.FL.ELE.! 100'-0" FIN.FL.ELE.! 100'-0" 1'-0" FIN.FL.ELE.! 96'-0" POURED CONCRETE WALL 2'-0" 1-1/2" RIGID INSULATION 8" #5 VERTICAL @ 48" O.C. #5 HORIZONTAL CONTINUAL! W/ 24" LAP FOOTING SECTION-C SCALE-1"=1'-0" A! A200 A! S300 A! A200 C! S100 TOP OF WALL! + 4'-0"-A.F.F TOP OF WALL! + 4'-0"-A.F.F GRADE ELE.! 99'-0" 7'-5" 16" 16" REVISED RELOCATED AND ENCLOSED HOT WATER HEATER REVISED HOT WATER HEATER ENCLOSURE ADDITION 10/17/202410/17/2024 TOMPKINSVILLE, KY. 42167 711 W. 4th. St. TOMPKINSVILLE, KY. 42167 PHONE: (270)487-6774 CUSTOMER NOTE: NO FABRICATION WILL TAKE PLACE BY STEPHENS WITHOUT A SIGNED COPY WITH CUSTOMER APPROVAL. APPROVAL REQ'D 1 2 DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05/24 SHEET: PR O J E C T I N F O : S200 AR C H I T E C T U R E + I N T E R I O R D E S I G N C A R M E L - 3 1 7 - 5 5 6 - 4 4 1 0 K O K O M O - 7 6 5 - 4 3 7 - 3 2 5 4 W W W . M A W R D E S I G N . C O M CERTIFICATION OW N E R S : PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 POUR AS! ONE PIER POUR AS! ONE PIER 10/17/202410/17/2024 DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/08/24 SHEET: PR O J E C T I N F O : S400 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 BU I L D I N G S E C T I O N OW N E R S : PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 3 12 26 GA. METAL ROOF 2X4 ROOF PURLINS @ 24" O.C.! FLAT ON TRUSS PRE-ENGINEERED ROOF TRUSS @ 48" O.C. 5" CLOSED CELL FOAM INSULATION 2X6 WALL GIRTS@ 24"O.C. 3" CLOSED CELL FOAM INSULATION! R-21 6" CONCRETE SLAB 100.00 FIN. FL. ELE. TOP OF WALL + 4'-0" BUILDING SECTION-A SCALE-1/4"=1'-0" TOP OF WALL + 16'-0" 3 PLY 2X6 POST @ 8'-O.C. 2X4 PURLINS @ 24" O.C. 3" CLOSED CELL FOAM INSULATION! R-21 26 GA" VERTICAL METAL SIDING 24" TOP OF WALL + 48'-0" 2 X12 HEADER BOTH SIDES2 X12 HEADER BOTH SIDES 2 X12 HEADER BOTH SIDES 26 GA. METAL ROOF 2X4 ROOF PURLINS @ 24" O.C.! FLAT ON TRUSSPRE-ENGINEERED ROOF TRUSS @ 48" O.C. 5" CLOSED CELL FOAM INSULATION 3 12 26 GA. VERTICAL METAL SIDING 5 PLY 2X8 POST @ 6' O.C.2X6 WALL GIRTS@ 24"O.C. 3" CLOSED CELL FOAM INSULATION! R-21 26 GA. VERTICAL METAL SIDING 5 PLY 2X8 POST @ 6' O.C. 24" CONCRETE SLAB 24" 100.00 FIN. FL. ELE. TOP OF WALL + 4'-0" COMPACT GRAVEL FILL COMPACT GRAVEL FILL 3 12 26 GA. METAL ROOF 2X4 ROOF PURLINS @ 24" O.C.! FLAT ON TRUSS 5" CLOSED CELL FOAM INSULATION 24" 24" TOP OF WALL + 16'-0" 1X4 WALL GIRTS@ 24"O.C. 2X6 WALL STUDS @ 16"O.C. 26 GA. VERTICAL METAL SIDING 8" CONCRETE SLAB 10/17/202410/17/2024 TRUSS TYPE-B ROOF FRAMING PLAN SCALE-1/8"=1'-0"N 3 12 TRUSS TYPE-A SCALE-1/4"=1'-0" ROOF DESIGN CRITERIA! ! 30#-SNOW LOAD! 10#-DEAD LOAD! ! 40#-TOTAL LOAD MANUFACTURED TRUSSES TO BE SPACED AT 48" O.C.! WITH 2X4 PURLINS ATTACHED FLAT ON TRUSS TOP CORD! W/ METAL ROOFING OVER! FURN MOP! SINK GI R D E R T R U S S GI R D E R T R U S S GIRDER TRUSS GIRDER TRUSS SILO SILO HATCHED AREA INDICATED! FEILD FRAMING 4'-0"4'-0"4'-0"4'-0" TYPICAL TRUSS SPACINGTYPICAL TRUSS SPACING TYPICAL TRUSS SPACINGTYPICAL TRUSS SPACING 4'-0"4'-0"4'-0"4'-0" 4'-0"4'-0"4'-0" TYPICAL TRUSS SPACING TRUSS TYPE-A TRUSS TYPE-B TRUSS TYPE-C 28'-6" DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05/24 SHEET: PR O J E C T I N F O : S500 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 RO O F F R A M I N G P L A N OW N E R S : PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 44'-0" TRUSS TYPE-B SCALE-1/4"=1'-0" 3 12 SILO TRUSS TYPE-C 20'-0" 3 12 TRUSS TYPE-C SCALE-1/4"=1'-0" REVISED REVISED 10/17/202410/17/2024 A INSULATED STEEL ! EXT. DOOR / W ! HALF LITE1" INSULATED ! GLASS PANEL! W/ H.M. FRAME DOOR NO.DOOR TYPE DOOR SIZE HARDWARE REMARK 3'-0" X 7'-0"! 3'-0" X 7'-0"! 3'-0" X 7- 0"! 3'-0" X 7- 0"! 3'-0" X 7- 0"! 2-3'-0"X 7'-0"! 3'-0" X 7'-0"! 3'-0" X 7'-0"! 12'-0" X 12'-0"! 3'-0" X 7'-0"! 3'-0" X 7'-0"! 3'-0" X 7'-0"! 12'-0" X 12'-0"! 3'-0" X 3'-0"! ! ! PASSAGE! PANIC-KEY LOCK! PASSAGE! PRIVACY! PRIVACY! ! PANIC- KEY LOCK! PASSAGE! ! PANIC-KEY LOCK! PANIC-KEY LOCK! PANIC-KEY LOCK! ! PANIC-KEY-LOCK! ! ! ! ! D100! D101! D101A! D102! D103! D104! D105! D105A! D106! D106A! D107! D107A! D107B! D108! E! C! E! E! E! F! C! D! A! D! D! D! E! D! ! W1 SOUND INSULATIONSOUND INSULATION 1/2" GYP. BD. ! BOTH SIDES SOUND INSULATION W2 W4 1/2" GYP. BD. ! BOTH SIDES 1/2" GYP. BD. ! BOTH SIDES W3 2x6 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. ! BOTH SIDES SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. 2x6 WALL STUDS @! @ 16" O.C. 2x4 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. ! BOTH SIDES STEEL HOLLOW ! CORE INT. DOOR ! W/ H.M. FRAME C W/ CLOSURE A INSULATED STEEL PANEL ! OVERHEAD DOOR DOOR SCHEDULE A! A200 A! S400 W/ OPENER W/ CLOSURE-DOOR TO RAISE VERTICALLY ADA GRAB BARS MOUNTING HTS.ADA FIXTURE LOCATION WALL TYPES W11 3 PLY 2X6 POST W12 26 GA. VERT. ! METAL SIDING 2X4 WALL GIRT 2" CLOSED CELL FOAM! INSULATION 5 PLY 2X8 POST 26 GA. VERT. ! METAL SIDING 2X6 WALL GIRT 2" CLOSED CELL ! FOAM INSULATION MAIN FLOOR PLAN SCALE-3/16"=1'-0" COUNTERRF 14'X14' OH. DR. 12 ' X 1 2 ' O H . D R . T O R A I S E V E R T I C A L L Y 45'-10"28'-10" BATCH ROOM DRIVER / BREAK ROOM MENS REST RM. MECH. CL. WAREHOUSE AREA 22'-0" 2'-0" 11 ' - 8 " 21'-6" POST FRAME CONSTRUCTION 43 ' - 1 0 " HEADER INTERIOR WALL TO EXTEND FROM FIN. FL. GRADE TO ROOF DECK CONVEYOR ABOVE 28 ' - 6 " TRANSFORMER DUST! COLLECTOR POST FRAME CONSTRUCTION 12 ' - 6 " ELECTRICAL PANELS ELECTRICAL RM. FURN WH WOMENS REST RM. MOP! SINK COAT RACK TR U C K E N T R A N C E AIR COMPRESSOR 91 ' - 8 " 7" STEP UP +7" STEP UP +7" STEP UP 8' X 4 ' W I N D O W INTERIOR WALL FINISH TO BE T111 INTERIOR FINISH TO BE T111 CONCRETE RETAINING WALL CONCRETE RETAINING WALL 6'-8" DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05/24 SHEET: PR O J E C T I N F O : A100 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 MA I N F L O O R P L A N OW N E R S : 10' CEILING HT 10' CEILING HT SOUND INSULATION 8' - 8 " T111 SIDING W5 SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. 2x6 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. ! BOTH SIDES SOUND INSULATION T111 SIDING 8'-0"8'-0" TYPICAL POST SPACING 74'-8" W6 T111 SIDING W7 SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. ! BOTH SIDES 8' - 0 " TY P I C A L P O S T S P A C I N G 8' - 0 " T111 SIDING W8 SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. ! BOTH SIDES 1X4 HORIZONTAL! FURRING STRIPS W9 SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. T111 SIDING 26 GA. VERT. METAL! SIDING EXISTING! TOWER 28 ' - 6 " 1X4 HORIZONTAL! FURRING STRIPS W10 SOUND INSULATION 2x4 WALL STUDS @! @ 16" O.C. 1/2" GYP. BD. 26 GA. VERT. METAL! SIDING W13 3 PLY 2X6 POST W14 26 GA. VERT. METAL! SIDING 2X4 WALL GIRT 2" CLOSED CELL FOAM! INSULATION T111 SIDING 2x4 WALL STUDS @! @ 16" O.C. 12" CONCRETE! RETAINING WALL T111 SIDING 2x4 WALL ! STUDS @! @ 16" O.C. 16" 12" 12 ' - 6 " 6'-10" 6'-10" 5'-6"12'-9"3'-5" 7"X 24" LVL HEADER 16' CEILING HT 16' CEILING HT 48' CEILING HT 5- 1 / 4 " X 2 4 " L V L H E A D E R 8-3/4"X 24" LVL HEADER EXTERIOR OF BUILDING ABOVE 8-3/4"X 24" LVL HEADER CONCRETE RETAINING WALL 22'-2" 100 101 102 103 104 10' CEILING HT 105 106 BATCH PLANT ROOM 107 D100 D101 D101A D102 D103 D104 D105 D105A 7' - 4 " 14 ' - 2 " D106 D106A D1 0 8 D107A 108 D1 0 7 B W11 W11 W3 W12 W13 W12 W9 W9 W9 W14 W14 W14 W10 W9 W12 W12 W12 6'-0"6'-0" TYPICAL POST SPACING 16" 16" 10'-2" 16" 16" 12" 16" 16" 12" 12" 16" 16" RETAINING! WALL 12" 12" RETAINING! WALL 5 PLY 2X8 POST 2X6 WALL GIRT 2" CLOSED CELL ! FOAM INSULATION 16" RETAINING! WALL 16" W15 5 PLY 2X8 POST 16" RETAINING! WALL 16" 1-1/2" W15 W6 W5 W5 14 ' - 0 " 14'-0" 12 ' - 0 " 12'-0" B INSULATED STEEL PANEL ! OVERHEAD DOOR 7' - 2 " 3'-4" INSULATED STEEL ! EXT. DOOR W/ ! H.M. FRAME D 3'-4" E 3'-4"3'-4"3'-4"3'-4" WOOD SOLID ! CORE BY SWING ! INT. DOOR W/! H.M. FRAME F W/ OPENER W/ CLOSURE WINDOW TO BE ANODIZED! BRONZE ALUMINUM FRAME! W/ 1" INSULATED ! TEMPERED GLASS 6'-0" 6' - 0 " 6' - 0 " 4'-0" 5' - 0 " STEPS-12" TREADS! 7" MAX. RISERS-TYPICAL 1-1/2" O.D. PIPE RAIL 6'-0" PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 7'-5"11'-3" HOT WATER ! HEATER 28'-7" 11 ' - 0 " 16" 4'-0" 6'-0"4'-4" 4' - 0 " 8" CONCRETE SLAB 14 ' - 4 " 19 ' - 4 " SILO CONVEYOR ABOVE 8' - 2 " 12 ' - 0 " 3' - 4 " 19 ' - 4 " STEPS-12" TREADS! 7" MAX. RISERS-TYPICAL A! A200 A! S400 HOT WATER ROOM 12 ' X 1 2 ' O H . D R . T O R A I S E V E R T I C A L L Y 5- 1 / 4 " X 2 4 " L V L H E A D E R D1 0 7 B CONCRETE RETAINING WALL 1X4 HORIZONTAL! FURRING STRIPS W16 2x6 WALL STUDS @! @ 16" O.C. 26 GA. VERT. METAL! SIDING 2" CLOSED CELL FOAM! INSULATION W16 W16 REVISED RELOCATED AND ENCLOSED HOT WATER HEATER REVISED HOT WATER HEATER ENCLOSURE ADDITION 2" WATER LINE 10/17/202410/17/2024 FIN FL. ELE 100'-0" EVE HT. +16'-0" EVE HT. +48'-0" 3 12 3 12 RIDGE HT. +26'-10" EAST ELEVATION SCALE-1/8"=1'-0" SOUTH ELEVATION SCALE-1/8"=1'-0" 24'-8" EVE HT. +51'-6" EXISTING! SILO-1 EXISTING! SILO-2 EVE HT. +48'-0" EXISTING! SILO-2 EXISTING! SILO-2 EXISTING! SILO-2 EXISTING! SILO-2 EXISTING! SILO-2 DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05/24 SHEET: PR O J E C T I N F O : A200 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 EX T E R I O R E L E V A T I O N S OW N E R S : PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 EXTERIOR LEGEND:! ! 1. 26 GA. VERTICAL METAL SIDING-COLOR -GRABER POST FRAME SUPPLY COLOR CHART -TAN! 2. NEW 26 GA METAL ROOF-COLOR TO MATCH ABOVE! 3. PAINTED SILOS, TO BE PAINTED TO MATCH METAL SIDING! 4. 1-1/2"DIA PIPE RAILING! 5. CONCRETE WALL! 6. CONCRETE STOOP! 7. CONCRETE APPROACH RAMP! 8. SIGNAGE! ! ! ! 1 11 22 11 11 13 13 13 141414 151515 17 171616 8 22 14 16 FIN FL. ELE 100'-0"FIN FL. ELE 100'-0" FIN FL. ELE 83'-4" EVE HT. +16'-0" 10/17/202410/17/2024 FIN FL. ELE 100'-0" EVE HT. +16'-0" EVE HT. +48'-0" 3 12 3 12 EVE HT. +26'-10" WEST ELEVATION SCALE-1/8"=1'-0" NORTH ELEVATION SCALE-1/8"=1'-0" EVE HT. +51'-6" EXISTING! SILO-1 EXISTING! SILO-2 EVE HT. +21'-6" EVE HT. +48'-0"EVE HT. +48'-0" EXISTING! SILO-2 EXISTING! SILO-2 EXISTING! SILO-1 EVE HT. +48'-0"EVE HT. +48'-0"3 12 EXISTING! SILO-2 3 12 CONVEYOR OPENING EVE HT. +26'-10" EVE HT. +21'-6" DRAWN BY: JB DATE: 08/29/31 REV:10/26/22 REV:11/23/22 REV: 12/30/22 REV: 03/03/23 REV: 08/05.24 SHEET: PR O J E C T I N F O : A300 ARCHITECTURE + INTERIOR DESIGN CARMEL-317-556-4410 KOKOMO-765-437-3254 WWW. MAWRDESIGN.COM CERTIFICATION IR V I N G M A T E R I A L I N C . 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N . 4 6 2 6 8 EX T E R I O R E L E V A T I O N S OW N E R S : PR O P O S E D 4 , 3 1 1 S F C O N C R E T E B A T C H F A C I L I T Y TO B E C O N S T R U C T E D A T : 47 0 0 W . 9 6 T H S T . IN D I A N A P O L I S , I N 4 6 2 6 8 EXTERIOR LEGEND:! ! 1. 26 GA. VERTICAL METAL SIDING-COLOR -GRABER POST FRAME SUPPLY COLOR CHART -TAN! 2. NEW 26 GA METAL ROOF-COLOR TO MATCH ABOVE! 3. PAINTED SILOS, TO BE PAINTED TO MATCH METAL SIDING! 4. 1-1/2"DIA PIPE RAILING! 5. CONCRETE WALL! 6. CONCRETE STOOP! 7. CONCRETE APPROACH RAMP! 8. SIGNAGE! ! ! ! 1 1 1 3 3 3 3 3 3 4 455 667 7 4 6 33 12 33 12 FIN FL. ELE 100'-0" EVE HT. +16'-0" 1 EVE HT. +51'-6" ADDITION REVISION ADDITION REVISION FIN FL. ELE 83'-4" 10/17/202410/17/2024 Plan Review - Review Comments Report Project Name: PZ-2024-00001 ADLS Amend - IMI Concrete Plant Rebuild Workflow Started: 1/11/2024 12:04:03 PM Report Generated: 03/29/2024 08:35 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 1 1 TriCo Regional Sewer Utility Ryan Hartman 1/23/24 11:23 AM Comment This facility in on septic vs sanitary sewer. Info Only 2 1 Planning & Zoning Christina Jesse 2/1/24 3:48 PM Comment Please confirm if a trash receptacle will be utilized on site. Responsed by: Michael Kalberg - 3/20/24 3:57 PM Dumpster enclosure details have been uploaded to the Architectural Drawings folder. ---------------------------------------------------------- Reviewer Response: Christina Jesse - 2/21/24 2:55 PM Please upload design with material and colors of the enclosure showing architectural compatibility with the primary building. Thank you. ---------------------------------------------------------- Responsed by: Michael Kalberg - 2/20/24 2:46 PM Yes, an 8 CYD dumpster will be utilized and located on the N/NE side of the concrete plant. The anticipated dumpster location is shown on the updated site plan that has been uploaded to the "Site Drawings" folder. Resolved 3 1 Planning & Zoning Christina Jesse 2/1/24 3:49 PM Comment Please show how parking on site will be accommodated on the site plan. Responsed by: Michael Kalberg - 2/20/24 2:50 PM The parking will be located on the north side of the existing building located south of the concrete plant. The parking area has been identified on the site plan that has been uploaded to the "Site Drawings" folder. Resolved 4 1 Planning & Zoning Christina Jesse 2/1/24 3:49 PM Comment Please upload the Letter of Grant from the BZA Hearing Officer meeting to allow the height of the silos. Responsed by: Michael Kalberg - 3/20/24 3:58 PM The Letter of Grant has been uploaded to the Correspondence folder. ---------------------------------------------------------- Responsed by: Michael Kalberg - 2/20/24 2:50 PM Noted. Resolved REVIEW COMMENTS Plan Review - Review Comments Report Project Name: PZ-2024-00001 ADLS Amend - IMI Concrete Plant Rebuild Workflow Started: 1/11/2024 12:04:03 PM Report Generated: 03/29/2024 08:35 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 5 1 Planning & Zoning Christina Jesse 2/1/24 3:50 PM Changemark Update Architectural Labels with Directional Labels Please rename the right elevation the "north elevation" A300 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:52 PM The elevation titles have been revised as requested. See revised architectural drawings uploaded to the "Architectural Drawings" folder. Resolved 6 1 Planning & Zoning Christina Jesse 2/1/24 3:50 PM Changemark Update Architectural Labels with Directional Labels Please rename the rear elevation the "west elevation" A300 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:52 PM The elevation titles have been revised as requested. See revised architectural drawings uploaded to the "Architectural Drawings" folder. Resolved 7 1 Planning & Zoning Christina Jesse 2/1/24 3:52 PM Changemark Update Architectural Labels with Directional Labels Please rename the left elevation the "south elevation" A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:52 PM The elevation titles have been revised as requested. See revised architectural drawings uploaded to the "Architectural Drawings" folder. Resolved 8 1 Planning & Zoning Christina Jesse 2/1/24 3:52 PM Changemark Update Architectural Labels with Directional Labels Please rename the front elevation the "east elevation" A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:52 PM The elevation titles have been revised as requested. See revised architectural drawings uploaded to the "Architectural Drawings" folder. Resolved 9 1 Planning & Zoning Christina Jesse 2/1/24 3:52 PM Changemark Sign Location Please relocate the sign to the southern elevation as this is the acting front facade. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:53 PM The sign has been relocated to the southern elevation. See revised architectural drawings and sign drawing uploaded to the "Architectural Drawings" folder. Resolved 10 1 Vectren Energy Chad Miller 2/5/24 8:53 AM Changemark CenterPoint Energy The existing gas service and meter will need to be temporarily retired before demolition of the existing plant. Also, will need a utility plan showing the new location of the gas meter. CenterPoint Energy will also need an AutoCAD file. Please call the new service center at 1-800-990-1930 for the temporary retirement. IMI W 96TH STREET SITE PLAN.pdf Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00001 ADLS Amend - IMI Concrete Plant Rebuild Workflow Started: 1/11/2024 12:04:03 PM Report Generated: 03/29/2024 08:35 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 11 1 Planning & Zoning Christina Jesse 2/6/24 2:18 PM Changemark Construction access Please verify if this is the proposed construction drive to the site. There is currently no access from the parking lot off of Mayflower Park Drive. Access should be through the drive to the south of the site from 96th Street. T100 Title Sheet.pdf Responsed by: Michael Kalberg - 2/20/24 3:02 PM No construction access off of Mayflower Park Drive is anticipated. The anticipated construction drive is the existing drive from 96th Street that is directly located south of the concrete plant. Resolved 12 1 Sign Permits Aliza Shalit 2/8/24 10:23 AM Changemark Elevations labels Please label elevations with appropriate cardinal points. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:52 PM The elevation titles have been revised as requested. See revised architectural drawings uploaded to the "Architectural Drawings" folder. Resolved 13 1 Sign Permits Aliza Shalit 2/8/24 10:23 AM Changemark Sign location Your assigned street frontage is to the South, therefore the sign as proposed would require a sign Variance for Sign not facing a frontage street. You may choose to move your sign to the South elevation which would then negate the need for a sign standards Variance. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 4:00 PM The elevations have been updated to include the sign on the south elevation. Updated elevations uploaded to the Architectural drawings folder. ---------------------------------------------------------- Reviewer Response: Aliza Shalit - 2/28/24 9:04 AM Please show sign on the south elevation. ---------------------------------------------------------- Responsed by: Michael Kalberg - 2/20/24 2:54 PM The sign has been relocated to the southern elevation. See revised architectural drawings and sign drawing uploaded to the "Architectural Drawings" folder. Resolved 14 1 Sign Permits Aliza Shalit 2/8/24 10:23 AM Changemark Sign specs Please confirm this sign will be installed directly on metal siding without any kind of backer panel that extends beyond the shape of the individual poly raided letters. No full backer panels please. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 2/20/24 2:55 PM The sign will be installed directly to the metal siding. The sign information has been uploaded to the "Architectural Drawings" folder. Resolved 15 1 Sign Permits Aliza Shalit 2/8/24 10:24 AM Comment All Signs require a sign permit application and review process. Please apply through the City's online application portal. Info Only Plan Review - Review Comments Report Project Name: PZ-2024-00001 ADLS Amend - IMI Concrete Plant Rebuild Workflow Started: 1/11/2024 12:04:03 PM Report Generated: 03/29/2024 08:35 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 16 1 Sign Permits Aliza Shalit 2/8/24 10:26 AM Comment Will there be any other types of signage proposed? Directional signs? All signs larger than 3sf require permits and must abide by UDO Sign Standards. If more signs are planned, please provide full signage plan. Responsed by: Michael Kalberg - 3/20/24 4:02 PM The only sign to be installed is the proposed building mounted sign. ---------------------------------------------------------- Responsed by: Michael Kalberg - 2/20/24 2:56 PM No, the only sign to be installed is the proposed building mounted sign. Question 17 2 Planning & Zoning Christina Jesse 2/21/24 3:02 PM Changemark Wall-pack lights Please show light fixture locations on the north and west elevations. A300 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 3:58 PM The elevations have been revised to show the light fixture locations. Updated elevations uploaded to the Architectural drawings folder. Resolved 18 2 Planning & Zoning Christina Jesse 2/21/24 3:02 PM Changemark Color Elevations Please upload a new version of all elevations in color. Thank you. A300 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 3:59 PM Updated elevations uploaded to the Architectural drawings folder. Resolved 19 2 Planning & Zoning Christina Jesse 2/21/24 3:03 PM Changemark Signage Relocation on Elevations Please show the new signage location on the south elevation. The notation still shows signage on the east elevation. Thank you. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 3:59 PM The elevations have been updated to include the sign on the south elevation. Updated elevations uploaded to the Architectural drawings folder. Resolved 20 2 Planning & Zoning Christina Jesse 2/21/24 3:03 PM Changemark Painted silo labels Please label the existing silos on the south elevation will also be painted A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 4:00 PM The elevations have been updated to include a note indicating the existing silos are to be painted. Updated elevations uploaded to the Architectural drawings folder. Resolved 21 2 Sign Permits Aliza Shalit 2/28/24 9:01 AM Changemark Elevation Label Please label elevation with appropriate Cardinal Point (N, S, E, or W) IMI W 96th St Sign Details.pdf Responsed by: Michael Kalberg - 3/20/24 4:03 PM The sign details have been updated with the cardinal points. The sign details have been uploaded to the Architectural drawings. Resolved Plan Review - Review Comments Report Project Name: PZ-2024-00001 ADLS Amend - IMI Concrete Plant Rebuild Workflow Started: 1/11/2024 12:04:03 PM Report Generated: 03/29/2024 08:35 AM REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS 22 2 Sign Permits Aliza Shalit 2/28/24 9:02 AM Changemark Sign Please include signage on the elevation that will carry the signage. A200 Exterior Elevations.pdf Responsed by: Michael Kalberg - 3/20/24 4:03 PM The elevations have been updated to include the sign on the south elevation. Updated elevations uploaded to the Architectural drawings folder. Resolved