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:
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T100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
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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
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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
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S100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
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28
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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
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30
"
30
"
14'-8"
8'-0"
16'-0"
8'-0"
3'
-
0
"
21"
11'-2"
PR
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12"
12"
12"
3'
-
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12
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-
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FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
102'-0"
FIN.FL.ELE.!
100'-0"
FIN.FL.ELE.!
100'-0"
43
'
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3'
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0
"
16
'
-
9
"
RA
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-
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"
14
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-
4
"
FIN. GRADE!
100.00'
FIN. GRADE!
99.00'
24" CONCRETE SLAB
7" CONCRETE SLAB
6" CONCRETE SLAB
CONCRETE APRON
CO
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POUR 4" CONCRETE THROUGH!
OPENING
TOP OF WALL!
+ 4'-0"-A.F.F.
TO
P
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W
A
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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
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W
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L
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!
+
3
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-
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
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+
3
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-
5
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TO
P
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+
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:
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S200
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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:
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S400
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
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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
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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
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J
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C
T
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F
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:
S500
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
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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
'
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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
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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:
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A100
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
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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
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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
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A
D
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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
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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
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1
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4
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X
2
4
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L
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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:
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:
A200
ARCHITECTURE + INTERIOR DESIGN
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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
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F
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:
A300
ARCHITECTURE + INTERIOR DESIGN
CARMEL-317-556-4410
KOKOMO-765-437-3254
WWW. MAWRDESIGN.COM
CERTIFICATION
IR
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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