HomeMy WebLinkAboutStudio M Full SetNORTH
TITLE SHEETC000SGJDRAFTNTS
01
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022WILHELM CONTRACT SET201/26/2022CITY OF CARMEL - ADLS CYCLE 3 SUBMITTALADDITIONAL CITY OF CARMEL NOTES:
CONSULTANT TEAM:
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO ST., STE. G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
CONTACT: AARON HURT
EMAIL: ahurt@cecinc.com
PROJECT
LOCATION
GAS
TELEPHONE
STREETS
STORM SEWER
WATER
UTILITIES:
UTILITY NOTE:
STUDIO M ARCHITECTURE
OFFICE BUILDING
275 VETERANS WAY
CARMEL, INDIANA 46032
ADLS - CYCLE 3
JANUARY 26TH, 2022
LOCATION MAP
ARCHITECT
STUDIO M ARCHITECTURE
2 W. MAIN STREET
CARMEL, INDIANA 46032
PH: (317) 810-1502
CONTACT: DAN MORIARITY
EMAIL: dmoriarity@studiomarchitecture.com
ELECTRIC
SANITARY SEWER
SITE
RANGELINE RDOPERATING AUTHORITY
CITY OF CARMEL
PARKING DATA:
ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:
ZONING DATA: EXISTING ZONING CLASSIFICATION:
SITE DATA:
SITE DATA:
BUILDING DATA:
LOT COVERAGE
W ELM STREETVETERANS WAYMONON BOULEVARD3RD STREET
DEVELOPER
STUDIO M ARCHITECTURE
2 W. MAIN STREET
CARMEL, INDIANA 46032
PH: (317) 810-1502
CONTACT: DAN MORIARITY
EMAIL: dmoriarity@studiomarchitecture.com
SURVEYOR
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO ST., STE. G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
CONTACT: ANTHONY SYERS
EMAIL: asyers@cecinc.com
FLOOD INFORMATION NOTE: HORIZONTAL & VERTICAL DATUM:
Drawing Index
Drawing No.Sheet Title Sheet Number
01 TITLE SHEET C000
02 EXISTING CONDITIONS C100
03 DEMOLITION PLAN C101
04 SITE LAYOUT C200
05 GRADING PLAN C300
06 DRAINAGE PLAN C400
07 STORMWATER PROFILES C401
08 FLOOD ROUTING PLAN C402
09 UTILITY PLAN C500
10 MAINTENANCE OF TRAFFIC PLAN C600
11 LANDSCAPE PLAN C700
12 LANDSCAPE SCHEDULE & DETAILS C701
13 SITE DETAILS C800
14 SITE DETAILS C801
15 SITE DETAILS C802
16 SITE DETAILS C803
17 SITE DETAILS C804
18 SITE DETAILS C805
19 SITE DETAILS C806
20 STORMWATER POLLUTION PREVENTION PLAN C900
21 STORMWATER POLLUTION PREVENTION DETAILS C901
01/26/2022
02/23/22
PROPOSED LEGEND:
3RD STREETVETERANS WAYNORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comEXISTING CONDITIONSC100JCBDRAFT1" = 10'02
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
HORIZONTAL & VERTICAL DATUM:
SURVEY REFERENCE:
12/28/2021
02/23/22
1
2
3
4
5
6
7
8
9
10
11
12
DEMOLITION ITEMS:
13
14
PROPOSED LEGEND:
3RD STREETVETERANS WAY1
1
5
7
7 9
7
7
3
36
6
6
6
7
5
4
4
8
8
8
8
5
9
10
11
9
12
13
14
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comDEMOLITION PLANC101JCBDRAFT1" = 10'03
GENERAL DEMOLITION NOTES:
SWPP NOTE:
12/28/2021
02/23/22
SITE LEGEND:
PROPOSED SITE KEY NOTES:
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
C
C
A
E B
B
B
A
F
E
C
A
G
E
G
I
I
I
H
D
J
J
J
L
C
B
A
M
M
E
N
Q
I
E
F
C
D
C
G
C
A
A A
L
LO
O
C
C
A
O
O
C
L
M
M
C
E
NORTH
GENERAL SITE NOTES:
GENERAL SITE LAYOUT NOTES:
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE LAYOUTC200SGJACH1" = 10'04 12/28/2021
02/23/22
GRADING LEGEND:
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
NORTH
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL GRADING NOTES:
”
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022WILHELM CONTRACT SET201/26/2022CITY OF CARMEL - ADLS CYCLE 3 SUBMITTALGRADING PLANC300
05 SGJACH1" = 10'01/26/2022
02/23/22
STUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
MLAG = 828.20
MFPG = 828.20
FLOOD NOTE:
ADDITIONAL CITY OF CARMEL NOTES:
DRAINAGE SUMMARY
UTILITY NOTE:
PROPOSED LEGEND:DRAINAGE PLANC400NPJACH1" = 10'06
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022WILHELM CONTRACT SET201/26/2022CITY OF CARMEL - ADLS CYCLE 3 SUBMITTAL01/26/2022
02/23/22
STR 400 - 403 PROFILE
STR 400 - STR 411 PROFILE
STR 404 - 407 PROFILE
STR 406 - 410 PROFILE STR 406 - RD-1 PROFILE STORMWATER PROFILESC401NPJACH1" = 20'07
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022WILHELM CONTRACT SET201/26/2022CITY OF CARMEL - ADLS CYCLE 3 SUBMITTAL01/26/2022
02/23/22
STUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
3RD STREET
STUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
MLAG = 828.20
MFPG = 828.20
FLOOD NOTE:
UTILITY NOTE:
ADDITIONAL CITY OF CARMEL NOTES:
DRAINAGE SUMMARY
FLOOD ROUTING PLANC402NPJACH1" = 10'08
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com12/28/2021
02/23/22
UTILITY LEGEND:
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
UTILITY NOTE:
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 09, 2021DRAFT19STUDIO M ARCHITECTURESTUDIO M OFFICE0 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comUTILITY PLANC500SGJACH1" = 10'09
GENERAL UTILITY NOTES:
01/26/2022
02/23/22
SIDEWALK CLOSED
USE OTHER SIDE
R9-10 [12" X 24"]
NOTES:
1. ALL SIGNS AND BARRICADES TO BE PLACED IN ACCORDANCE WITH THE LATEST EDITION
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. NO CONSTRUCTION SHALL COMMENCE PRIOR TO APPROVAL BY INDIANAPOLIS
DEPARTMENT 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 THAN
SHOWN, COULD BE REQUIRED.
5. PLAN SHOWN IS FOR GENERAL PURPOSES AND IS NOT A COMPLETE MAINTENANCE OF
TRAFFIC PLAN.
NOTE
THESE SIGNS ARE TYPICALLY MOUNTED ON A DETECTABLE BARRICADE TO ENCOURAGE
COMPLIANCE AND TO COMMUNICATE TO PEDESTRIANS THAT THE SIDEWALK IS CLOSED.
HOWEVER, PRINTED SIGNS ARE NOT USEFUL TO MANY PEDESTRIANS WITH VISUAL
DISABILITIES, THEREFORE A BARRIER OR BARRICADE DETECTABLE BY A PERSON WITH A
VISUAL DISABILITY IS SUFFICIENT TO INDICATE THAT A SIDEWALK IS CLOSED. IF THE
BARRIER IS CONTINUOUS WITH DETECTABLE CHANNELIZING DEVICES FOR AN
ALTERNATE ROUTE, ACCESSIBLE SIGNING MAY NOT BE NECESSARY. AN AUDIBLE
INFORMATION DEVICE IS NEEDED WHEN THE DETECTABLE BARRICADE OR BARRIER FOR
AN ALTERNATE CHANNELIZED ROUTE IS NOT CONTINUOUS.
NOTES:
WARNING LIGHTS:
XW20-2 [48" X 48"]
PLACED AT 13TH STREET
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
PROPOSED
STUDIO M
OFFICE BUILDING
V E T E R A N S W A Y3 R D S T R E E T R A N G E L I N E R O A DE L
M
S T
R
E
E
T
CONSTRUCTION
AHEAD
ROAD
NON-METALLIC
REFLECTORIZED DRUM
WITH LIGHT
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022 WILHELM CONTRACT SET201/26/2022 CITY OF CARMEL - ADLS CYCLE 3 SUBMITTALMAINTENANCE OF TRAFFIC PLANC600SGJACH1" = 30'C600
TRAFFIC LEGEND:
STANDARD SIGN
CONSTRUCTION DRUMS, CHANNELIZING DEVICES
01/26/2022
02/23/22
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
PV
17
PV
58
CL
5
CL
20
CL
6
GE
18
LM
140
CL
4
PV
28
PV
10
ML
1
TM
13
BM
20
AS
37
PF
4
LM
28
ML
2
PF
9
RN
2
RN
2
ML
2
CL
10
CC
4
OV
1
GE
7
AS
52
RN
2
GE
10
PV
11
CL
2
RN
2
GT
1
LM
28
TM
6
GE
15
RN
3
ML
3
RN
3
PV
20
GE
10
GE
5
NS
1
LM
18
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comLANDSCAPE PLANC700SGJACH1" = 10'11
GENERAL LANDSCAPE NOTES:
ADDITIONAL CITY OF CARMEL LANDSCAPE NOTES:
DESCRIPTIONSYMBOL FN
AR
1 PLANT QUANTITY
PLANT TYPE
REQ. LOCATION
INTERIOR PARKING LOT REQUIRED PLANTINGSIN
FOUNDATION REQUIRED PLANTINGSFN
BUFFER YARD REQUIRED PLANTINGSBY
PERIMETER PARKING LOT REQUIRED PLANTINGSPR
12/28/2021
02/23/22
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comLANDSCAPE SCHEDULE & DETAILSC701SGJACHAS NOTED12
DETAIL 703 - TREE STAKING DETAIL
DETAIL 702 - ORNAMENTAL GRASS/ PERENNIAL AND
GROUNDCOVER PLANTING DETAIL
DETAIL 700- TREE PLANTING DETAIL
DETAIL 701- SHRUB PLANTING DETAIL
DETAIL 704 - STONE MULCH DETAIL
OVERALL PLANTING SCHEDULE
12/28/2021
02/23/22
DETAIL 207 - CONCRETE JOINT DETAILS DETAIL 209 - CURB JOINT DETAIL
DETAIL 206 - SIDEWALK ADJACENT TO CURBDETAIL 205 - STRAIGHT CONCRETE CURB
DETAIL 203 - CONCRETE SIDEWALKDETAIL 202 - CURB AND GUTTER, CONC. TYPE II DETAIL 201 - CURB ADJACENT TO EXISTING PAVEMENT
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSC800SGJACHNTS
13
DETAIL 208 - CONCRETE PAVEMENT SECTION
DETAIL 204 - PATH & STREET REPAIR DETAIL
12/28/2021
02/23/22
DETAIL 211 - ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP
(INDOT STANDARD DRAWING E 604-SWCR-05)
DETAIL 212 - CONCRETE DRIVE W/ COMBINED
DEPRESSED CURB AND GUTTER
DETAIL 215 - BIKE RACK
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSC801SGJACHNTS
13
DETAIL 216 - BICYCLE HOOP DETAIL
DETAIL 213 - CONCRETE WHEEL STOP
DETAIL 214 - ADA ACCESSIBLE PARKING STALLS
DETAIL 218 - SIGNAGE DETAIL
DETAIL 217 - PAINTED ADA ACCESSIBLE SYMBOL DETAIL
NOT TO SCALE
ARMOR-TILE TACTILE SYSTEM
DETAIL 220 - DETECTABLE WARNING STRIP DETAIL
12/28/2021
02/23/22
DETAIL 404 - MANHOLE SLOTTED GRATE & FRAMEDETAIL 403 - MANHOLE SOLID LID CASTING DETAIL 402 - STANDARD MANHOLE 12" THRU 24" DETAIL 401 - TRENCH DETAIL FOR CITY STORM SEWERS
DETAIL 405 - UNDERDRAIN
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285JAN. 24th, 2022DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com101/24/2022WILHELM CONTRACT SET201/26/2022CITY OF CARMEL - ADLS CYCLE 3 SUBMITTALSITE DETAILSC802SGJACHNTS
15
DETAIL 219 - CITY OF CARMEL RIGHT-OF-WAY PVMT. LOCAL STREET DETAIL 406 - STORM SEWER DOGHOUSE MANHOLE
01/26/2022
02/23/22
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date: 8/30/2019
RvwedRvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
XC-2 CCW STD
XC-2 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS
4 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness aroundtop of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame 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 inadvertent
loading by maintenance vehicles.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]Riser
1/2 in[13 mm]
4 1/2 in[114 mm]
14 in[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
If 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 Site
Plan for actual System orientation. Approximate dry (pick) weight:
1000 lbs [500 kg].
Backfill shall extend at least 18
inches [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated 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 a
maximum of 180°. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
Plan View
SCALE 1:40
42 in
[1067 mm]
42 in
[1067 mm]
n15 in
[381 mm] 2
Octagonal Base Plate
Ø30 in
[Ø765 mm]
Elevation View
SCALE 1:40
64 in
[1626 mm]
[1524 mm] [1397 mm]
5 MH Frame
[127 mm]
n30 in
[762 mm]
Band Coupler
by Manufacturer.
(as needed)
Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Optional inlet
orientations available
(See note 4)
n30 in
[762 mm]
Projected View
SCALE 1:70
n15 in
[381 mm]
180°
40 in
[1016 mm]
PLAN VIEW
ELEVATION VIEW
DETAIL 407 - INLET TYPE A
DETAIL 406 - AQUA-SWIRL XC-2 DETAIL
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSC803SGJACHNTS
16
DETAIL 406 - OUTLET CONTROL
STRUCTURE DETAIL
12/28/2021
02/23/22
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSC804SGJACHNTS
16 12/28/2021
02/23/22
DETAIL 503 - TYPE II CLEANOUT DETAIL
8
A
B
345 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSC805SGJACHNTS
18
DETAIL 502 - TRENCH DETAIL
DETAIL 501 - CONCRETE CRADLE DETAIL
12/28/2021
02/23/22
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com############C806SGJACHNTS
##
DETAIL 509 - WATER MAIN CONNECTION DETAIL
DETAIL 510 - TRENCH DETAIL & TRENCH SCHEDULE
12/28/2021
02/23/22
PROPOSED LEGEND:
3RD STREETVETERANS WAYSTUDIO M
OFFICE BUILDING
3-STORY
FFE = 827.67
NORTH
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSTORMWATER POLLUTIONPREVENTION PLANC900JCBACH1" = 10'20
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
SOIL MAP
SOILS MAP LEGEND
12/28/2021
02/23/22
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 3 4 5 6 7 12
A
B
C
D
E
F
G
H DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:315-285DEC. 28, 2021DRAFT21STUDIO M ARCHITECTURESTUDIO M OFFICE275 VETERANS WAYCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSTORMWATER POLLUTIONPREVENTION DETAILSC901BEBACH1" = 20'21
DETAIL 902 - TEMPORARY CONSTRUCTION ENTRANCE
DETAIL 907 - SILT FENCE
INSTALLATION DETAIL
DETAIL 904 - EROSION CONTROL INLET PROTECTION
FOR CURB INLET AND CATCH BASINS
DETAIL 901 - NON-PAVED AREA CATCH
BASIN INLET PROTECTION DETAIL
PLAN
SECTION B-B
NOT TO SCALE
DETAIL 906 - CONCRETE WASHOUT BMP
DETAIL 905 - BELOW GRATE INLET PROTECTION
DETAIL 903 - FILTER SOCK
PERMANENT SEEDING DATES
LAWNS AND HIGH MAINTENANCE AREAS
STEEP BANKS AND CUTS
LEVEL AND SLOPING, OPEN AREAS
TEMPORARY SEEDING
PERMANENT SEEDING
TEMPORARY SEEDING DATES
12/28/2021
02/23/22