Belle Tire #138 Carmel Construction IssueREVISIONDATENo.SITE PLAN VICINITY MAP SHEET INDEX
PROJECT No.:
333 North Alabama Street
Suite 200
Indianapolis, IN 46204
317.299.7500
FAX: 317.291.5805
BELLE TIRE STORE #138
9704 NORTH MICHIGAN ROAD
CARMEL, INDIANA
AUGUST 24, 2018
CHRISTOPHER ENRIGHT
ARCHITECTS
628 EAST PARENT AVENUE, SUITE 106, ROYAL OAK, MI 48067 TEL. 248.258.6485
CHRISTOPHER ENRIGHT, NCARB, cenright@enrightarchitects.com
C000
SITE
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BENCHMARKS
ZONING
LEGAL DESCRIPTION
UTILITY CONTACTS
NATURAL GAS SERVICE
ELECTRIC SERVICE
TELEPHONE SERVICE
SANITARY SERVICE
WATER SERVICE
STORMWATER SERVICE
STORMWATER SERVICE (LEGAL DRAIN)
JOHN R. NIERZWICKI, P.E.
john.nierzwicki@woolpert.com
DOCKET NO. 17100027 DP/ADLS
“”
ISSUED FOR CONSTRUCTION
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LEGEND
DEMOLITION NOTES
ADJACENT LAND USES
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C200
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Know what'sbelow.Callbefore you dig.
R
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SITE DATA
LEGEND
PARKING DATA
SITE NOTES
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C300
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R
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LEGEND
GRADING NOTES
DRAINAGE SUMMARY
DRAINAGE SUMMARY
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C301
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R
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SOILS LEGEND
GENERAL NOTES
CONSTRUCTION SEQUENCE
LEGENDCONSTRUCTION SWPPP
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SOILS LEGEND
GENERAL NOTES
LEGEND
POST CONSTRUCTION SWPPP
TYPICAL EROSION CONTROL BLANKET
SILT BOX DETAIL
CONCRETE WASHOUT DETAIL
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NOSIZE
SCALE
REV
IPP
IPP Flexstorm SpecificationsC
SEEDING SCHEDULE
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
SILT FENCE DETAIL
SOILS LEGEND
SOILS MAP
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STOCKPILE EROSION CONTROL
EROSION CONTROL SCHEDULE
B
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A B B
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EROSION CONTROL MAT INSTALLATION GUIDE DETAILROCK DONUT DETAIL
SEDIMENT LOG DETAIL
DEWATERING BAG
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STORM STRUCTURE TABLE
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C400
UT
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Know what'sbelow.Callbefore you dig.
R
R
LEGEND
UTILITY NOTES
KEY NOTES
DRAINAGE/BMP EASEMENT
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33
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C500
LA
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Know what'sbelow.Callbefore you dig.
R
R
LANDSCAPE NOTES:
PLANTING SCHEDULE
LANDSCAPE CODE SUMMARY:
PERMANENT SOD BLEND
EXPANSION JOINT DETAIL CURB JOINT DETAIL
EXPANSION JOINT AT
BUILDING DETAIL
CONTROL JOINT
BICYCLE RACK TYPE &
PARKING LAYOUT
GUARD POST DETAIL
PRECAST CONCRETE WHEEL STOP CONCRETE STOOP DETAIL
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150-1500 KVA
(ADJACENT TO SIDEWALK)
CONCRETE STOOP DETAIL
REGULAR DUTY
TYPICAL PAVEMENT SECTION
ADA PARKING SIGN
ADA PAVEMENT SYMBOL
HEAVY DUTY
TYPICAL PAVEMENT SECTION
6" CONCRETE SLAB DETAIL
C600
DE
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CROSSWALK MARKING DETAIL
STORM CLEAN - OUT
PRECAST CONCRETE END SECTION
C601
DE
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STR. NO. 3.0 OUTLET CONTROL STRUCTURE
STR. NO. 1.0 DIVERSION STRUCTURE
UNDERGROUND DETENTION
OUTLET MANIFOLD
NATIVE VEGETATED SWALE
BELLE TIRE
CARMEL, IN
"DO NOT MOW OR SPRAY" SIGN
C602
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™
Phone (888) 344-9044 Fax (423) 826-21122705 Kanasita Drive, Chattanooga, TN 37343
STORMWATER TREATMENT SOLUTIONS
www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-5 Horseshoe PCS Standard Detail
AS-5 PCS STD
01/31/12
Scale:
Drawn By:
Document:
Date:
JCW
1:20
U.S. Patent No. 6524473 and other Patent Pending
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
** Orientation may vary from 90°, 180°, or
custom angles to meet site conditions.
Gravel Backfill shall extend at
least 3.5 feet outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044
www.aquashieldinc.com
™
Vent
Arched
Baffle
Slide riser over top ring
and bolt in 4 placesRiser
68"
[1727 mm]
104"
[2642 mm]
Swirl Inlet Swirl Outlet
Bedding
Undisturbed Soil
Backfill
6"
[152 mm]
18"
[457 mm]
Section A-A
Plan View
72"
[1829 mm]
72"
[1829 mm]
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12"
[305 mm] PCS Max
A
Vent
Arched Baffle
Octagonal Base Plate
Ø60"
[Ø1524 mm]
Grade (Rim)
30"
[762 mm]
Rim elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
Manhole Frame and
Cover by Manufacturer.
(See Details)5"
[127 mm] MH Frame
VariesVaries
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 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.
Soil
Place small amount ofconcrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Riser
Frame
Cover
48" [1219 mm] Min.
12" [305 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%Proctor Density)
Concrete Concrete8" [203 mm]
Gravel Backfill Gravel Backfill
4 1/2"
[114 mm]Cover
Frame
1" [25 mm] ThickExpansion JointMaterial30" [762 mm]Riser
#4 [13 mm] Rebar
@ 6" [152 mm]Each Way 14" [356 mm]1/2"
[13 mm]
3,000 psi [20 MPa](min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (H-20) 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-inch [25 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.
Backfill (90%
Proctor Density)
48"
[1219 mm]
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.Ou
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[305 mm] PCS Max
A
47"
[1194 mm]
STR. NO. 40 OUTLET CONTROL STRUCTURE
STORM INLET
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WATER MAIN CONNECTION DETAIL
FIRE DEPARTMENT CONNECTION
TYPICAL THRUST BLOCKING DETAILS DETECTOR CHECK VALVE & POST INDICATOR
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PL1
MH: 24
PL1
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HE
MH: 8
HE
MH: 11.5
HE
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HE
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HE
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HE
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HE
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HC
MH: 6HC
MH: 6
HC
MH: 6
HC
MH: 6
HE
MH: 13.5
HE
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HE
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HE
MH: 13.5
HE
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LIGHTING FIXTURE SCHEDULE