HomeMy WebLinkAboutPacket for PC HO 12-09-21 STUDIO M
ARCHITECTURE & PLANNING
EXPLANATION OF PROJECT
Docket Number: PZ-2021-00212 DP/ADLS — 0 Veterans Way
Construction of a multi-tenant office building consisting of one (1)
3-story, 30,648 sq. ft. office building with additional parking.
Parcel #'s: 16-09-25-16-03-013-000 &
16-09-25-16-03-014-000
Plan Commission Hearing Officer Meeting
Thursday, December 9, 2021 at 11am
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BY LJi
Contact Information: Studio M Architecture & Planning
Dan Moriarity — 317-496-0486
2 West Main Street,Carmel,IN 46032 317.810.1502 www.studiomarchitecture.net
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UP UP
54321
A
B
C
D
1.4
A.2
2.5 3.5
B.4
STAIR 1
DEMARC
ELEC WATER
STAIR 2
ABOVE
SHELL SPACE
LOBBY
BIKE STOR
BUILDING AREA:
FLOOR 1=10,216sf
FLOOR 2= 10,216sf (9,418sf SHELL + 798sf DECK)
FLOOR 3= 10,216sf (9,418sf SHELL + 798sf DECK)
TOTAL=30,648sf (29,052sf SHELL + 1,596sf DECK)
STUDIO M & KBSO
OFFICE
0 VETERANS WAY
CARMEL, IN
A9FIRST FLOOR PLAN11/29/2021
SCALE: 1" = 10'-0"
FIRST FLOOR PLAN1N
UPUP
54321
A
B
C
D
1.4
A.2
2.5 3.5
B.4
DATA
RR
RR
RR
RR
JAN
SHELL SPACE
STAIR 1 STAIR 2
OUTDOOR
DECK
BUILDING AREA:
FLOOR 1=10,216sf
FLOOR 2= 10,216sf (9,418sf SHELL + 798sf DECK)
FLOOR 3= 10,216sf (9,418sf SHELL + 798sf DECK)
TOTAL=30,648sf (29,052sf SHELL + 1,596sf DECK)
STUDIO M & KBSO
OFFICE
0 VETERANS WAY
CARMEL, IN
A10SECOND FLOOR PLAN11/29/21
SCALE: 1" = 10'-0"
SECOND FLOOR PLAN1N
UP
54321
A
B
C
D
1.4
A.2
2.5 3.5
B.4
SHELL SPACE
OUTDOOR
DECK
STAIR 1 STAIR 2
JAN
RR
RR
RR
RR
WELLNESSDATA
BUILDING AREA:
FLOOR 1=10,216sf
FLOOR 2= 10,216sf (9,418sf SHELL + 798sf DECK)
FLOOR 3= 10,216sf (9,418sf SHELL + 798sf DECK)
TOTAL=30,648sf (29,052sf SHELL + 1,596sf DECK)
STUDIO M & KBSO
OFFICE
0 VETERANS WAY
CARMEL, IN
A11THIRD FLOOR PLAN11/29/21
SCALE: 1" = 10'-0"
THIRD FLOOR PLAN1N
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KF*(NOTES:
1.
FACE BRICK — MODULAR —'BIRCH'
11.
BALCONY DOOR
2.
DIMENSIONAL CAST STONE — 4X5X16
12.
INSULATED METAL DOOR — BRONZE
3.
ALUMINUM WINDOW — BRONZE
15.
BRICK SOLDIER COURSE HEADER
4.
ALUMINUM STOREFRONT — BRONZE
14.
BRICK SOLDIER COURSE
5.
ALUMINUM STOREFRONT ENTRANCE — BRONZE
15.
BRICK ROWLOCK COURSE
6.
ALUMINUM CANOPY — BRONZE
16.
BRICK STACK COURSE
7.
METAL PANEL
17.
BRICK RELIEF
6.
STEEL BALCONY FRAMING
18.
CAST STONE CORNICE
q.
METAL RAILING W/ WOVEN INFILL PANELS
1q.
CAST STONE COPING
10.
TRELLI5 ON STEEL FRAMING
20.
ROWLOCK SILL
mmi_mm_=m�
oL T/O PARAPET
53'-4"
T/O TRELLIS
45-4"
THIRD FLOOR
SECOND FLOOR
17-4"
X "1 -1 MOIL FIRST FLOOR
O'-O"
6
Y4EST ELEVATION
5GALE: NT5
5 (D
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Z
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STUDIO M $ KBSO
OFFICE
O VETERANS WAY
GARMEL, IN
11 /2q/2021
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14
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KEYNOTES:
1. FACE BRICK - MODULAR -'BIRCH'
2. DIMENSIONAL CAST STONE - 4X5X16
3. ALUMINUM WINDOW - BRONZE
4. ALUMINUM STOREFRONT - BRONZE
5. ALUMINUM STOREFRONT ENTRANCE - BRONZE
6. ALUMINUM CANOPY - BRONZE
7. METAL PANEL
6. STEEL BALCONY FRAMING
q. METAL RAILING W/ WOVEN INFILL PANELS
10. TRELLI5 ON STEEL FRAMING
a r
11. BALCONY DOOR
12. INSULATED METAL DOOR - BRONZE
15. BRICK SOLDIER COURSE HEADER
14. BRICK SOLDIER COURSE
15. BRICK ROWLOCK COURSE
16. BRICK STACK COURSE
17. BRICK RELIEF
18. CAST STONE CORNICE
1q. CAST STONE COPING
20. ROWLOCK SILL
a
T/O PARAPET
53'-4"
ot THIRD FLOOR
31'-4"
SECOND FLOOR
17-4"
FIRST FLOOR
EAST ELEVATION
SCALE: NTS
STUDIO M $ KBSO
OFFICE
O VETERANS WAY
GARMEL, IN
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Lu
11 /2q/2021
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KEYNOTES:
1.
FACE BRICK - MODULAR -'BIRCH'
11.
BALCONY DOOR
2.
DIMENSIONAL CAST STONE - 4X5X16
12.
INSULATED METAL DOOR - BRONZE
3.
ALUMINUM WINDOW - BRONZE
15.
BRICK SOLDIER COURSE HEADER
4.
ALUMINUM STOREFRONT - BRONZE
14.
BRICK SOLDIER COURSE
5.
ALUMINUM STOREFRONT ENTRANCE - BRONZE
15.
BRICK ROWLOCK COURSE
6.
ALUMINUM CANOPY - BRONZE
16.
BRICK STACK COURSE
7.
METAL PANEL
17.
BRICK RELIEF
6.
STEEL BALCONY FRAMING
18.
CAST STONE CORNICE
q.
METAL RAILING W/ WOVEN INFILL PANELS
1q.
CAST STONE COPING
10.
TRELLIS ON STEEL FRAMING
20.
ROWLOCK SILL
T/O PARAPET
53'-4"
THIRD FLOOR
31'-4"
SECOND FLOOR
17-4"
FIRST FLOOR
NORTH ELEVATION
5GALE: NT5
STUDIO M $ KB50
OFFICE
O VETERANS WAY
GARMEL, IN
U 1
O
Lu
Lu
Lu
11 /2q/2021
A3
15
14
15
14
16
KEYNOTES:
1. FACE BRICK — MODULAR —'BIRCH'
2. DIMENSIONAL CAST STONE — 4X5X16
3. ALUMINUM WINDOW — BRONZE
4. ALUMINUM STOREFRONT — BRONZE
5. ALUMINUM STOREFRONT ENTRANCE — BRONZE
6. ALUMINUM CANOPY — BRONZE
7. METAL PANEL
6. STEEL BALCONY FRAMING
q. METAL RAILING W/ WOVEN INFILL PANELS
10. TRELLI5 ON STEEL FRAMING
6
11. BALCONY DOOR
12. INSULATED METAL DOOR — BRONZE
15. BRICK SOLDIER COURSE HEADER
14. BRICK SOLDIER COURSE
15. BRICK ROWLOCK COURSE
16. BRICK STACK COURSE
17. BRICK RELIEF
18. CAST STONE CORNICE
1q. CAST STONE COPING
20. ROWLOCK SILL
s
—17
T/O PARAPET
55-4"
ot THIRD FLOOR
31'-4"
SECOND FLOOR
17-4"
FIRST FLOOR
0'-O"
SOUTH ELEVATION
SCALE: NTS
Z
Z
Z
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STUDIO M $ KBSO
OFFICE
O VETERANS WAY
GARMEL, IN
O
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Lu
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11 /2q/2021
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SIONA&E LEOEND:
A. FREESTANDINO SION - INTERNALLY ILLUMINATED - MOUNT TO TOP OF CANOPY - 1'-611T x 12'-O'YN - 15
SF/EA.
B. DOOR SION - WINDOW DECAL - APPLY TO GLAZING - 4-07 x 3'-0'YN - 12 5F/EA
C. BLADE SION - INTERNALLY ILLUMINATED - MOUNT TO WALL AT CORNER - 16-07 x 2'-6"W - 45 SF/EA
D. WALL -MOUNT SION - INTERNALLY ILLUMINATED - MOUNT TO WALL - 2'-07 x 10'-O"W - 20 5F/EA
E. WALL -MOUNT SION - INTERNALLY ILLUMINATED - MOUNT TO WALL - 2'-O"T x 15'-4"W - 31 5F/EA
NOTE:
THI5 DIAGRAM REPRESENTS PROP03FD LOCATIONS FOR 510NAOE ONLY. 510NAOE DE5ION $ INSTALLATION
LOCATIONS WILL BE SUBMITTED FOR PERMIT IN ACCORDANCE WITH CITY STANDARDS AT A LATER DATE.
T/O PARAPET
53'-4"
oiL T/O TRELLIS
45-4"
THIRD FLOOR
SECOND FLOOR
1 7-4"
FIRST FLOOR
O'-O"
^EST ELEVATION
SCALE: NTS
Z
Z
Z
0�
W
U
LEA
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STUDIO M $ KSSO
OFFICE
O VETERANS WAY
GARMEL, IN
11 /2q/2021
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Env°
51ONA&E LEGEND:
A. FREESTANDINO SION - INTERNALLY ILLUMINATED - MOUNT TO TOP OF CANOPY - 1'-67 x 12'-O'YN - 15
SF/EA.
B. DOOR SION - WINDOW DECAL - APPLY TO GLAZING - 4-07 x 3'-0'YN - 12 5F/EA
C. BLADE 51ON - INTERNALLY ILLUMINATED - MOUNT TO YVALL AT CORNER - 16-07 x 2'-6"W - 45 5F/EA
D. YNALL-MOUNT 51ON - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-07 x 10'-O"W - 20 5F/EA
E. YNALL-MOUNT SIGN - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-O"T x 15'-4"W - 31 5F/EA
NOTE:
THIS DIAGRAM REPRESENTS PROP03FD LOCATIONS FOR SIONAOE ONLY. SIONAOE DESIGN $ INSTALLATION
LOCATIONS WILL BE SUBMITTED FOR PERMIT IN ACCORDANCE WITH CITY STANDARDS AT A LATER DATE.
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�a T/O PARAPET
53'-4"
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ot THIRD FLOOR
31'-4"
SECOND FLOOR
17-4"
FIRST FLOOR
0'-0"
EA5T ELEVATION
5GALE: NT5
STUDIO M $ KB50
OFFICE
0 VETERANS WAY
GARMEL, IN
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51 GNA&E LEGEND:
A. FREESTANDINO SION - INTERNALLY ILLUMINATED - MOUNT TO TOP OF CANOPY - 1'-611T x 12'-O'YN - 15
SF/EA.
B. DOOR SION - WINDOW DECAL - APPLY TO GLAZING - 4-07 x 3'-0'YN - 12 5F/EA
C. BLADE 51ON - INTERNALLY ILLUMINATED - MOUNT TO YVALL AT CORNER - 16-07 x 2'-6"W - 45 5F/EA
D. YNALL-MOUNT SION - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-07 x 10'-O"W - 20 5F/EA
E. YNALL-MOUNT SION - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-O"T x 15'-4"W - 31 5F/EA
NOTE:
TH15 DIAGRAM REPRESENTS PROP03FD LOCATIONS FOR 510NAOE ONLY. 510NAOE DE51ON $ INSTALLATION
LOCATIONS WILL BE SUBMITTED FOR PERMIT IN ACCORDANCE WITH CITY STANDARDS AT A LATER DATE.
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ot T/O PARAPET
53'-4"
THIRD FLOOR
31'-4"
STUDIO M $ KB50
OFFICE
O VETERANS WAY
GARMEL, IN
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�J
_.t 17-4"
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FIRST FLOOR
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NORTH ELEVATION
5GALE: NT5
11 /2q/2021
Al
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6
SIONA&E LEGEND:
A. FREESTANDINO SIGN - INTERNALLY ILLUMINATED - MOUNT TO TOP OF CANOPY - 1'-67 x 12'-O'YN - 15
SF/EA.
B. DOOR SION - WINDOW DECAL - APPLY TO GLAZING - 4-07 x 3'-0'YN - 12 5F/EA
C. BLADE 51ON - INTERNALLY ILLUMINATED - MOUNT TO YVALL AT CORNER - 16-07 x 2'-6"W - 45 5F/EA
D. YNALL-MOUNT 51ON - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-07 x 10'-O"W - 20 5F/EA
E. YNALL-MOUNT SIGN - INTERNALLY ILLUMINATED - MOUNT TO YVALL - 2'-O"T x 15'-4"W - 31 5F/EA
NOTE:
THIS DIAGRAM REPRESENTS PROP03FD LOCATIONS FOR SIONAOE ONLY. SIONAOE DESIGN $ INSTALLATION
LOCATIONS WILL BE SUBMITTED FOR PERMIT IN ACCORDANCE WITH CITY STANDARDS AT A LATER DATE.
T/O PARAPET
53'-4"
ot THIRD FLOOR
31'-4"
SECOND FLOOR
1 7-4"
FIRST FLOOR
O'-O"
SOUTH ELEVATION
SCALE: NTS
Z
Z
Z
0 4�
CL
o-6
W
D
H
W
coC)
STUDIO M $ KBSO
OFFICE
O VETERANS WAY
GARMEL, IN
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11 /2q/2021
NORTHTITLE SHEET
C000SGJ
DRAFTNTS018
AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.comADDITIONAL 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:STUDIO M ARCHITECTUREOFFICE BUILDING0 VETERANS WAYCARMEL, INDIANA 46032NOVEMBER 29TH, 2021LOCATION MAPARCHITECTSTUDIO M ARCHITECTURE2 W. MAIN STREETCARMEL, INDIANA 46032PH: (317) 810-1502CONTACT: DAN MORIARITYEMAIL: dmoriarity@studiomarchitecture.comELECTRICSANITARY SEWERSITERANGELINE RD
OPERATING AUTHORITYCITY OF CARMELPARKING DATA:ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:ZONING DATA: EXISTING ZONING CLASSIFICATION:SITE DATA:SITE DATA:BUILDING DATA:LOT COVERAGEW ELM STREETVETERANS WAY
MONON BOULEVARD
3RD STREETDEVELOPERSTUDIO M ARCHITECTURE2 W. MAIN STREETCARMEL, INDIANA 46032PH: (317) 810-1502CONTACT: DAN MORIARITYEMAIL: dmoriarity@studiomarchitecture.comSURVEYORCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO ST., STE. GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: ANTHONY SYERSEMAIL: asyers@cecinc.comFLOOD INFORMATION NOTE:HORIZONTAL & VERTICAL DATUM:Drawing IndexDrawing No.Sheet TitleSheet Number01TITLE SHEETC00002EXISTING CONDITIONSC10003DEMOLITION PLANC10104SITE LAYOUTC20005GRADING PLANC30006DRAINAGE PLANC40007STORMWATER PROFILESC40108FLOOD ROUTING PLANC40209UTILITY PLANC50010LANDSCAPE PLANC70011LANDSCAPE SCHEDULE & DETAILSC70112SITE DETAILSC80013SITE DETAILSC80114SITE DETAILSC80215SITE DETAILSC80316SITE DETAILSC80417SITE DETAILSC80518STORMWATER POLLUTION PREVENTION PLANC90019STORMWATER POLLUTION PREVENTION DETAILSC90111/29/2021
PROPOSED LEGEND:3RD STREETVETERANS WAY NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
EXISTING CONDITIONS
C100JCB
DRAFT1" = 10'02GENERAL NOTES ADDITIONAL CITY OF CARMEL NOTES:HORIZONTAL & VERTICAL DATUM:SURVEY REFERENCE:11/29/2021
123456789101112DEMOLITION ITEMS:1314PROPOSED LEGEND:3RD STREETVETERANS WAY
11577977336666754488885910119121314NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
DEMOLITION PLAN
C101JCB
DRAFT1" = 10'03GENERAL DEMOLITION NOTES:SWPP NOTE:11/29/2021
SITE LEGEND:PROPOSED SITE KEY NOTES:3RD STREETVETERANS WAY
STUDIO MOFFICE BUILDING3-STORYFFE = 828.33CCAEBBBACEDCCAGEGIIIIHCJJJJLCCCAMMENMAOOPNORTHGENERAL SITE NOTES:GENERAL SITE LAYOUT NOTES:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE LAYOUT
C200SGJ
ACH1" = 10'0411/29/2021
GRADING LEGEND:3RD STREETVETERANS WAY
STUDIO MOFFICE BUILDING3-STORYFFE = 828.33NORTHADDITIONAL CITY OF CARMEL NOTES:GENERAL GRADING NOTES:”8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
GRADING PLAN
C30005SGJ
ACH1" = 10'11/29/2021
STUDIO MOFFICE BUILDING3-STORYFFE = 828.333RD STREETSTUDIO MOFFICE BUILDING3-STORYFFE = 828.33MLAG = 828.33MFPG = 828.33FLOOD NOTE:ADDITIONAL CITY OF CARMEL NOTES:DRAINAGE SUMMARYUTILITY NOTE:PROPOSED LEGEND:DRAINAGE PLAN
C400NPJ
ACH1" = 10'06NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com11/29/2021
STR 400 - 403 PROFILESTR 404 - 407 PROFILESTR 406 - 408 PROFILESTR 406 - RD-1 PROFILESTORMWATER PROFILES
C401NPJ
ACH1" = 20'078AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com11/29/2021
STUDIO MOFFICE BUILDING3-STORYFFE = 828.333RD STREETSTUDIO MOFFICE BUILDING3-STORYFFE = 828.33MLAG = 828.33MFPG = 828.33FLOOD NOTE:UTILITY NOTE:ADDITIONAL CITY OF CARMEL NOTES:DRAINAGE SUMMARYFLOOD ROUTING PLAN
C402NPJ
ACH1" = 10'08NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com11/29/2021
UTILITY LEGEND:3RD STREETVETERANS WAY
STUDIO MOFFICE BUILDING3-STORYFFE = 828.33UTILITY NOTE:NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
UTILITY PLAN
C500SGJ
ACH1" = 10'09GENERAL UTILITY NOTES:11/29/2021
3RD STREETVETERANS WAY
STUDIO MOFFICE BUILDING3-STORYFFE = 828.33XXPV30XXPV58XXCL5XXCL20XXCL5XXGE18XXLM202XXCL4XXPV28XXPV10XXGT3XXTM29XXBM15XXBM20XXBM15XXAS25XXAS25XXLM80XXLM72XXGE17XXRN2XXRN2XXRN2XXAN11XXCC4XXQR1XXGE18XXAS72XXRN2XXGE12XXPV16NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
LANDSCAPE PLAN
C700SGJ
ACH1" = 10'10GENERAL LANDSCAPE NOTES:ADDITIONAL CITY OF CARMEL LANDSCAPE NOTES:DESCRIPTIONSYMBOLFNAR1PLANT QUANTITYPLANT TYPEREQ. LOCATIONINTERIOR PARKING LOT REQUIRED PLANTINGSINFOUNDATION REQUIRED PLANTINGSFNBUFFER YARD REQUIRED PLANTINGSBYPERIMETER PARKING LOT REQUIRED PLANTINGSPR11/29/2021
NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
LANDSCAPE SCHEDULE & DETAILS
C701SGJ
ACHAS NOTED11 DETAIL 703 - TREE STAKING DETAILDETAIL 702 - ORNAMENTAL GRASS/ PERENNIAL ANDGROUNDCOVER PLANTING DETAILDETAIL 700- TREE PLANTING DETAILDETAIL 701- SHRUB PLANTING DETAILDETAIL 704 - STONE MULCH DETAILOVERALL PLANTING SCHEDULE11/29/2021
DETAIL 210 - LAP JOINT DETAILDETAIL 209 - PAVEMENT SAWCUTDETAIL 207 - CONCRETE JOINT DETAILSDETAIL 208 - ASPHALT PAVEMENT SECTIONDETAIL 204 - 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 PAVEMENT8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C800SGJ
ACHNTS1211/29/2021
DETAIL 211 - ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP(INDOT STANDARD DRAWING E 604-SWCR-05)DETAIL 212 - CONCRETE DRIVE W/ COMBINEDDEPRESSED CURB AND GUTTERDETAIL 215 - BIKE RACK8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C801SGJ
ACHNTS12DETAIL 216 - BICYCLE HOOP DETAILDETAIL 213 - CONCRETE WHEEL STOPDETAIL 214 - ADA ACCESSIBLE PARKING STALLSDETAIL 218 - SIGNAGE DETAILDETAIL 217 - PAINTED ADA ACCESSIBLE SYMBOL DETAILNOT TO SCALE11/29/2021
DETAIL 404 - MANHOLE SLOTTED GRATE & FRAMEDETAIL 403 - MANHOLE SOLID LID CASTINGDETAIL 402 - STANDARD MANHOLE 12" THRU 24"DETAIL 401 - TRENCH DETAIL FOR CITY STORM SEWERSDETAIL 405 - UNDERDRAIN8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C802SGJ
ACHNTS1411/29/2021
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:8/30/2019RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-2 CCW STDXC-2 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS4 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:1000 lbs [500 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-2 inlet/outlet pipe size ranges up to 15 in [381 mm].XC-2 chamber height may vary up to 64 in [1626 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332Plan ViewSCALE 1:40 42 in[1067 mm] 42 in[1067 mm] n15 in[381 mm]2Octagonal Base Plate Ø30 in[Ø765 mm]Elevation ViewSCALE 1:40 64 in[1626 mm][1524 mm][1397 mm] 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. VariesPipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.Optional inletorientations available(See note 4) n30 in[762 mm]Projected ViewSCALE 1:70 n15 in[381 mm]180° 40 in[1016 mm]PLAN VIEWELEVATION VIEWDETAIL 407 - INLET TYPE ADETAIL 406 - AQUA-SWIRL XC-2 DETAIL8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C803SGJ
ACHNTS15DETAIL 406 - OUTLET CONTROLSTRUCTURE DETAIL11/29/2021
DETAIL 503 - TYPE II CLEANOUT DETAIL8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C804SGJ
ACHNTS16 DETAIL 502 - TRENCH DETAILDETAIL 501 - CONCRETE CRADLE DETAIL11/29/2021
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
C805SGJ
ACHNTS17 DETAIL 509 - WATER MAIN CONNECTION DETAILDETAIL 510 - TRENCH DETAIL & TRENCH SCHEDULE11/29/2021
PROPOSED LEGEND:3RD STREETVETERANS WAY
STUDIO MOFFICE BUILDING3-STORYFFE = 828.33NORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER POLLUTION
PREVENTION PLANC900 JCB
ACH1" = 10'18GENERAL NOTES ADDITIONAL CITY OF CARMEL NOTES:SOIL MAPSOILS MAP LEGEND11/29/2021
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:315-285
NOV. 29, 2021
DRAFT19 STUDIO M ARCHITECTURE
STUDIO M OFFICE
0 VETERANS WAY
CARMEL, INDIANA 46032 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER POLLUTION
PREVENTION DETAILS
C901BEB
ACH1" = 20'19DETAIL 902 - TEMPORARY CONSTRUCTION ENTRANCEDETAIL 907 - SILT FENCEINSTALLATION DETAILDETAIL 904 - EROSION CONTROL INLET PROTECTIONFOR CURB INLET AND CATCH BASINSDETAIL 901 - NON-PAVED AREA CATCHBASIN INLET PROTECTION DETAILPLANSECTION B-BNOT TO SCALEDETAIL 906 - CONCRETE WASHOUT BMPDETAIL 905 - BELOW GRATE INLET PROTECTIONDETAIL 903 - FILTER SOCKPERMANENT SEEDING DATESLAWNS AND HIGH MAINTENANCE AREASSTEEP BANKS AND CUTSLEVEL AND SLOPING, OPEN AREASTEMPORARY SEEDINGPERMANENT SEEDINGTEMPORARY SEEDING DATES11/29/2021