HomeMy WebLinkAboutGuidepost Montessori School Full SetBENCHMARKS:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
ADDITIONAL CITY OF CARMEL NOTES:
CONSULTANT TEAM:
PROJECT
LOCATION
GAS
TELEPHONE
STREETS
STORM SEWER
WATER
UTILITIES:
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN STREET
CARMEL, INDIANA 46032
CONSTRUCTION DOCUMENTS
MAY 16, 2022
APPROVAL PENDING
NOT FOR CONSTRUCTION
ELECTRIC
SANITARY SEWER
OPERATING AUTHORITY
CITY OF CARMEL
Retail Parkw
a
y
SITE Mich
igan Road (U.S. 421)Mayflower Park DriveNorth
w
e
stern
Dri
v
e
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
SITE DATA:JCBAS NOTEDTITLE SHEETC000
01
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO STREET, SUITE G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
CONTACT: NICK JUSTICE
EMAIL: njustice@cecinc.com
DEVELOPER
GLOBAL POWER AND
CONSTRUCTION, INC.
7S 822 CAMP DEAN ROAD
BIG ROCK, IL 60511
PH: (630) 733-0002
CONTACT: DYLAN FULLER
EMAIL: dylan@buildgpc.com
ARCHITECT
ALLEN PEPA ARCHITECTS
215 FULTON STREET
GENEVA, IL 60134
PH: (630) 578-1105
CONTACT: ERIC PEPA, AIA, NCARB
EMAIL: epepa@allenpepa.com
PARKING DATA:
ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:
ZONING DATA: EXISTING ZONING CLASSIFICATION:
SITE DATA:
BUILDING DATA:
LOT COVERAGE
DRAWING INDEX
Sheet
Number Sheet Title Drawing
No.
1 TITLE SHEET
2
4
5
6
7
8 GRADING PLAN
C000
C300
ALTA SURVEY
9
10
DRAINAGE PLAN C400
C500
11
12 UTILITY PLAN
SITE LAYOUT C200
SITE DETAILS C801
TEMPORARY POLLUTION PREVENTION PLAN C100
STORMWATER POLLUTION PREVENTION NOTES
C900
STORMWATER POLLUTION PREVENTION DETAILS
C901
C902
PERMANENT POLLUTION PREVENTION PLAN
13
SITE DETAILS C802
STORM SEWER PROFILES C401
14
15
C800SITE DETAILS
16
3
SV-1
TOPOGRAPHIC SURVEY SV-2
DEMOLITION PLAN C101
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
C804
C805
C803
C807
C808
C806
17
18
19
20
21
22
FLOOD ROUTING PLAN C402
23
STORMWATER POLLUTION PREVENTION DETAILS C903
24
C501SANITARY PROFILE
EXISTING PROJECT SITE LAYOUT C100A
25
26
SANITARY SPECIFICATIONS C809
27
05/16/2022
06/07/22
PROPOSED LEGEND:
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.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comNORTH
JCB1" = 20'TEMPORARY STORMWATERPOLLUTION PREVENTION PLANC100
04
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
EROSION CONTROL RESPONSIBLE PERSON:
04/20/2022
06/07/22
ADJOINER
SURVEYED PROPERTY
ADJOINER
ADJOINER
ADJOINER
ADJOINER
24' WIDE ACCESS
EASEMENT
0.085± ACRES
LEGEND:
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.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comNORTH
JCB1" = 20'EXISTING PROJECT SITE LAYOUTC100A
05
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
04/20/2022
06/07/22
24' WIDE ACCESS
EASEMENT
0.085± ACRES
1
2
3
4
5
DEMOLITION ITEMS:
DEMOLITION LEGEND:
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.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comNORTH
JCB1" = 20'DEMOLITION PLANC101
06
DEMOLITION NOTES:
ADDITIONAL CITY OF CARMEL NOTES:
04/20/2022
06/07/22
A
B
C
D
E
F
PROPOSED SITE KEY NOTES:
G
H
I
J
K1
L
M
N
O
P
4
R
S
T
U
K2
8
A
B
3 4 5 6 7 12
C
D
E
F
G
H
8 345 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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL NOTES:
GENERAL SITE LAYOUT NOTES:JCB1" = 20'SITE LAYOUT PLANC200
07
PARKING DATA:
ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:
ZONING DATA: EXISTING ZONING CLASSIFICATION:
SITE DATA:
SITE DATA:
BUILDING DATA:
LOT COVERAGE
SETBACKS:
05/16/2022
06/07/22
BENCHMARKS:
GRADING LEGEND:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
JCB1" = 20'GRADING PLANC300
08
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL GRADING NOTES:
”13/15/2022 ADLS/CLIENT COMMENTS
05/16/2022
06/07/22
BENCHMARKS:
ADDITIONAL CITY OF CARMEL NOTES:
DRAINAGE SUMMARY
DRAINAGE LEGEND:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
JCB1" = 20'DRAINAGE PLANC400
09
06/07/22
STR 400 - 406 PROFILE
STR 402 - 407 PROFILE STR 408 - 409 PROFILE
BENCHMARKS:
STR 405 - 407 PROFILE
STR 400 - 406 PROFILE
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2JCB1" = 20'STORM SEWER PROFILESC401
10
NORTH
NORTH NORTH NORTH
NORTH
05/16/2022
06/07/22
BENCHMARKS:
UTILITY LEGEND:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
GENERAL NOTES:JCB1" = 20'UTILITY PLANC500
12
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL UTILITY NOTES:
05/16/2022
06/07/22
BENCHMARKS:
DRAINAGE LEGEND:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
JCB1" = 20'FLOOD ROUTING PLANC402
11 05/16/2022
06/07/22
SANITARY MAIN PROFILE
BENCHMARKS:
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.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
JCB1" = 20'SANITARY PROFILEC501
13 05/16/2022
06/07/22
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.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSJCBAS NOTED43
DETAIL 205 - CONCRETE COMMERCIAL DRIVEWAY
DETAIL 204 - LAP JOINT DETAIL
DETAIL 203 - PAVEMENT SAWCUT
DETAIL 207 - CONCRETE JOINT DETAILS
DETAIL 208 - CONCRETE SIDEWALK
DETAIL 210 - STRAIGHT CONCRETE CURB
DETAIL
DETAIL 201 - LIGHT DUTY ASPHALT
PAVEMENT SECTION
DETAIL 202 - HEAVY DUTY ASPHALT
PAVEMENT SECTION
DETAIL 206 - CURB JOINT DETAIL
DETAIL 209 - COMBINED CURB & WALK DETAIL
DETAIL 211- FLUSH CURB AND WALK DETAIL
C800
02/01/2022
06/07/22
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.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSJCBAS NOTED44
DETAIL 215 - CONCRETE WHEEL STOP
DETAIL 212 - PARALLEL CURB RAMP DETAIL
DETAIL 214 - ADA ACCESSIBLE PARKING STALLS
DETAIL 216 - SIGNAGE DETAIL
DETAIL 217 - PAINTED ADA ACCESSIBLE SYMBOL DETAIL
NOT TO SCALE
DETAIL 218 - MULTI-USE PATH DETAIL
NOT TO SCALE
DETAIL 213 - SIDEWALK CURB RAMPS TYPE G AND TYPE H
(INDOT STANDARD DRAWING E 604-SWCR-09)
C801
02/01/2022
06/07/22
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.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSTORMWATER DETAILSJCBAS NOTED45
DETAIL 220 - BICYCLE HOOP DETAIL DETAIL 219 - TRASH ENCLOSE DETAIL
SIDE ELEVATION
FRONT ELEVATION
WALL SECTION
C802
02/01/2022
06/07/22
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.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSITE DETAILSJCBAS NOTED46
C803
02/01/2022
06/07/22
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.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSANITARY DETAILSJCBAS NOTED47
C804
02/01/2022
06/07/22
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date: 6/26/2019
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
XC-4 CCW STD
XC-4 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 around
top 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 be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1/2-inch [13 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
2000 lbs [900 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-4 inlet/outlet pipe size ranges up to 27 in [686 mm].
XC-4 chamber height may vary up to 99 in [2515 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
66 in
[1676 mm]
66 in
[1676 mm]
n27 in
[686 mm]
n27 in
[686 mm] 2
Octagonal Base Plate
Ø54 in
[Ø1375 mm]
Elevation View
SCALE 1:40
57 in
[1448 mm]
99 in
[2515 mm]
[1067 mm] [940 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.
180°
n54 in
[1372 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
This is a sample detail, please contact AquaShield, Inc. for more information.
1. Where high groundwater elevations are present or
anticipated, Contractor shall supply 3 inches of fiber
reinforced concrete inside the swirl chamber to prevent
base plate deflection and buoyancy. In addition,
Contractor shall supply concrete anti-floatation pad poured
over the octagonal base plate of the swirl to prevent
buoyancy.
A
GENERAL NOTES:
Vent
Plan View
Octagonal Base Plate
Arched Baffle
Arched
Baffle
A
Swirl Inlet
Manhole Frame and
Cover by Manufacturer.
(See Details)
Grade (Rim)
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.
Swirl Outlet
Vent
RiserInlet Outlet
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Section A-A
Octagonal
Base Plate
Fiber Reinforced
Concrete3"
[76 mm]
Concrete
Anti-Floatation Pad Wc
Varies
Hc
Varies
12"
[305 mm]Bedding
42"
[1067 mm]
Undisturbed
SoilUndisturbed
Soil
Description of Revision
Treatment System
Aqua-Swirl Stormwater
Anti-Floatation Ring Detail www.aquashieldinc.com
Phone (888) 344-9044 Fax (423) 826-2112
2705 Kanasita Drive, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS
U.S. Patent No. 6524473
Scale:
Date:
Drawn By:
Document: Rev. Date Concrete Ring Detail
BLR
08/22/08
1:20
ASTM D 2321 Class II Crushed
Stone Backfill with 90%
Proctor Density
ASTM D 2321 Class I Crushed
Stone Backfill with 95%
Proctor Density
Wc
Varies
Concrete
Anti-Floatation Pad
Gravel
Backfill
Gravel
Backfill
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DRAWING NO.:313-863FEBRUARY 1, 2022DRAFTDRAFTGLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comSTORMWATER DETAILSJCBAS NOTED48
AQUA SWIRL XC-4 INLINE UNIT DETAIL
C805
AQUA SWIRL ANTI-FLOATATION DETAIL
02/01/2022
06/07/22
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2STORMWATER DETAILSJCBAS NOTED20
DETAIL 500 - SERVICE LATERAL DETAIL DETAIL 501 - TYPE 1 CLEANOUT DETAIL DETAIL 502 - TYPE 2 CLEANOUT DETAIL DETAIL 503 - TYPE 3 CLEANOUT DETAIL
DETAIL 504 - CONCRETE CRADLE DETAIL DETAIL 505 - ACCEPTABLE CONNECTION DETAIL DETAIL 506 - SANITARY SEWER BEDDING DETAIL DETAIL 507 - NEW CORE DETAIL
C806
05/16/2022
06/07/22
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2SANITARY DETAILSJCBAS NOTED21
DETAIL 508 - ADJUSTING RING DETAIL DETAIL 509 - BENCHWALL DETAIL DETAIL 510 - SANITARY MANHOLE DETAIL
DETAIL 512 - SELF SEALING CASTING DETAIL DETAIL 513 - SELF SEALING
CASTING DETAIL
C807
05/16/2022
06/07/22
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2SITE DETAILSJCBAS NOTED22
DETAIL 517 - WATER/SEWER SEPARATION DETAIL
DETAIL # - POST INDICATOR VALVE INSTALLATION
DETAIL 521 - STORZ FIRE DEPT. CONNECTION DETAIL
DETAIL 514 - STD. HYDRANT SETTING DETAIL DETAIL 515 - THRUST BLOCKING DETAIL DETAIL 516 - WATER BEDDING DETAIL
DETAIL 520 - VALVE PLACEMENT DETAILDETAIL 518 - BLOW-OFF ASSEMBLY DETAIL DETAIL 519 - VALVE BOX & COVER DETAIL
C808
05/16/2022
06/07/22
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2SANITARY SPECIFICATIONSJCBAS NOTED23
C809
05/16/2022
06/07/22
PROPOSED LEGEND:
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2
NORTH
JCB1" = 20'PERMANENT STORMWATERPOLLUTION PREVENTION PLANC900
24
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
SOIL MAP
SOILS MAP LEGEND
EROSION CONTROL RESPONSIBLE PERSON:
06/07/22
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DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comJCBNONESTORMWATER POLLUTIONPREVENTION NOTESC901
24
(13) MATERIAL HANDLING AND SPILL PREVENTION
(4) POST CONSTRUCTION STORMWATER QUALITY
(3) STORMWATER QUALITY IMPLEMENTATION
(1) POTENTIAL LANDUSE POLLUTANTS
EROSION CONTROL MAINTENANCE REQUIREMENTS
K. MONITORING AND MAINTENANCE GUIDELINES
(2) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION
DETAILS OF EACH STORMWATER QUALITY MEASURE
(10) LOCATION OF PROPOSED SOIL STOCKPILES
(12) EROSION CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
SWPPP FOR POST CONSTRUCTION- CITY OF CARMEL
(3) ESTIMATED PEAK DISCHARGE
(7) POTENTIAL CONSTRUCTION POLLUTANTS
(2) RECEIVING WATERS
(1) HYDROLOGIC UNIT CODE
SWPPP FOR CONSTRUCTION SITES- CITY OF CARMEL
(5) LOCATION WHERE STORMWATER MAY BE DIRECTLY
DISCHARGED INTO GROUNDWATER
(4) LOCATION WHERE SPECIFIC POINTS OF STORMWATER
DISCHARGE LEAVING THE SITE
(8) TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES
C. CONCENTRATED FLOW SEDIMENT CONTROL
B. SHEET FLOW SEDIMENT CONTROL
A. CONSTRUCTION ENTRANCE INFORMATION
(11-B) PERMANENT SURFACE STABILIZATION
(11-A) TEMPORARY SURFACE STABILIZATION
DESCRIPTION MEASURES:
D. INLET PROTECTION LOCATIONS AND SPECS.
E. RUNOFF CONTROL MEASURES
F. OUTLET PROTECTION SPECIFICATIONS
G. GRADE STABILIZATION MEASURES
H. STORMWATER QUALITY DETAILS
I. TEMPORARY SURFACE STABILIZATION
J. PERMANENT SURFACE STABILIZATION
(9) GENERAL CONSTRUCTION SEQUENCE
(5) POST CONSTRUCTION MAINTENANCE GUIDELINES
(14) CONTACT INFORMATION
(6) SOIL MAP
EROSION CONTROL RESPONSIBLE PERSON:
04/20/2022
06/07/22
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DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.comJCBAS NOTEDSTORMWATER POLLUTIONPREVENTION DETAILSC902
25
DETAIL 903 - TEMPORARY CONSTRUCTION ENTRANCE
DETAIL 900 - SILT FENCE
INSTALLATION DETAIL
DETAIL 904 - EROSION CONTROL INLET PROTECTION
FOR CURB INLET AND CATCH BASINS
DETAIL 906 - NON-PAVED AREA CATCH
BASIN INLET PROTECTION DETAIL
PLAN
SECTION B-B
NOT TO SCALE
DETAIL 901- CONCRETE WASHOUT BMP
DETAIL 907 - BELOW GRATE INLET PROTECTION
DETAIL 902 - STRAW BALE FOR CONCRETE WASHOUT- ONLY
DETAIL 908 - SLOPE BLANKET INSTALLATION
DETAIL #905 - SILT SOCK ON PAVEMENT
DETAIL 909 - FIBER ROLL INSTALLATION
DETAIL 910 - ROCK HORSESHOE DAM DETAIL
DETAIL 911 - RIP RAP APRON DETAIL
04/20/2022
06/07/22
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DRAWING NO.:313-863FEBRUARY 01, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749www.cecinc.com103/15/2022 ADLS RESUBMITTAL 1204/20/2022 ADLS RESUBMITTAL 2305/16/2022 ADLS RESUBMITTAL 2JCBAS NOTEDSTORMWATER POLLUTIONPREVENTION DETAILSC903
27
PERMANENT SEEDING DATES
LAWNS AND HIGH MAINTENANCE AREAS
STEEP BANKS AND CUTS
LEVEL AND SLOPING, OPEN AREAS
TEMPORARY SEEDING
PERMANENT SEEDING
TEMPORARY SEEDING DATES
06/07/22