HomeMy WebLinkAboutSite PlansC-100
FINAL CONSTRUCTION PLANS
VICINITY MAP
PROJECT LOCATION
LOCATION MAP
1st ST NE
NORTHNORTHPLAN INDEX
SHEET #SUBJECT
LEGAL DESCRIPTION
UTILITIES
PROJECT LOCATION
E MAIN STN RANGELINE RD1st AVE NE1ST ON MAIN
CARMEL, INDIANA
DEVELOPER
LAUTH GROUP, INC.
10 WEST CARMEL DRIVE, SUITE 100
CARMEL, IN 46032
PHONE: (317) 464-7517
CONTACT: KEN STROKE
EMAIL: kstroke@lauth.net
ENGINEER
CROSSROAD ENGINEERS, PC
115 N. 17th AVE.
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
CONTACT: GREGORY J. ILKO
EMAIL: gilko@crossroadengineers.com CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTITLE SHEETTITLE SHEET
GENERAL PROJECT SUMMARY
1ST ON MAIN - SWPPPPRELIMINARYCONSTRUCTIONNOT FOR DEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMDIRECTORY PATH: R:\Active\Lauth\PNC Lot 1\Design\CAD\Exhibits\DEMO SWPPPFILENAME: C-100 TITLE SHEET.dwgDATE/USER: 11/30/2021 12:13 PM / Djmyers1ST ON MAIN
CARMEL, INDIANA
DEMOLITION PLANS
VICINITY MAP
PROJECT LOCATION
LOCATION MAP
DEVELOPER
LAUTH GROUP, INC.
10 WEST CARMEL DRIVE, SUITE 100
CARMEL, IN 46032
PHONE: (317) 464-7517
CONTACT: KEN STROKE
EMAIL: kstroke@lauth.net
1st ST NE
NORTHNORTHPLAN INDEX
SHEET #SUBJECT
ENGINEER
CROSSROAD ENGINEERS, PC
115 N. 17th AVE.
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
CONTACT: GREGORY J. ILKO
EMAIL: gilko@crossroadengineers.com
C-100SW C-100SWTITLE SHEETUTILITIES
PROJECT LOCATION
E MAIN STN RANGELINE RD1st AVE NE
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NETBM#400
TBM#402
TBM#401
ALLEY
TBM#407 TBM#403
TBM#405
TBM#406
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
EXISTING UTILITY LEGEND
C-200CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTOPOGRAPHICAL NOTES
EXISTING LEGEND
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BENCHMARK INFORMATION
FLOODPLAIN INFORMATION NORTHTOPOGRAPHICAL SURVEYTOPOGRAPHICAL SURVEY
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
J
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TBM#402
TBM#401
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EXISTING UTILITY LEGEND DEMOLITION ANDPRE-CONSTRUCTION SWPPP1ST ON MAIN - SWPPPPRELIMINARYCONSTRUCTIONNOT FOR DEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMDIRECTORY PATH: R:\Active\Lauth\PNC Lot 1\Design\CAD\Exhibits\DEMO SWPPPFILENAME: C-200 DEMOLITION AND PRE-CONSTRUCTION SWPPP.dwgDATE/USER: 11/30/2021 12:01 PM / DjmyersC-200SW C-200SWEXISTING LEGEND
BENCHMARK INFORMATION
FLOODPLAIN INFORMATIONNORTH
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
EROSION CONTROL NOTES
DEMOLITION NOTESDEMOLITION LEGEND
SILTSACK INLET FILTER DETAIL
®
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY
J
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J
TBM#400
TBM#402
TBM#401
J
J
J
J J A
A
EXISTING UTILITY LEGEND
DEMOLITION ANDPRE-CONSTRUCTION SWPPPCONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYEXISTING LEGEND
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BENCHMARK INFORMATION
FLOODPLAIN INFORMATIONNORTHSECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
EROSION CONTROL NOTES
DEMOLITION NOTES
DEMOLITION LEGEND
SILTSACK INLET FILTER DETAIL
®
C-201
DEMOLITION AND
PRE-CONSTRUCTION SWPPP
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NED1D1D1
D1
D1
D1
D DD
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ALLEY
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N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
C-300CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHSITE DIMENSION NOTES
SITE DIMENSION LEGEND
TYPICAL CONCRETE PAVEMENT SECTION
MONOLITHIC CURB AND SIDEWALK
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK
SITE DIMENSION PLANSITE DIMENSION PLANCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II
STREET CUT REPAIR DETAIL
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NETBM#400
TBM#402
TBM#401
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
A
A
EXISTING UTILITY LEGEND
NORTH1ST ON MAIN - SWPPPPRELIMINARYCONSTRUCTIONNOT FOR DEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMDIRECTORY PATH: R:\Active\Lauth\PNC Lot 1\Design\CAD\Exhibits\DEMO SWPPPFILENAME: C-300 CONSTRUCTION SWPPP.dwgDATE/USER: 11/30/2021 12:01 PM / DjmyersCONSTRUCTION SWPPPC-300SW C-300SW800
LEGEND
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
EROSION CONTROL NOTES
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEN89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
SANITARY SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. SS-SS-1
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 1
STR. NO. 2
STR. NO. 3
STR. NO. 4
STR. NO. 5
STR. NO. 6
STR. NO. 7
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 8
STR. NO. 9
STR. NO. 10
STR. NO. 11
STR. NO. 12
STR. NO. 13
STR. NO. 14
STORM SEWER
CLEANOUT TABLE
STR. DATA
STR. NO. CO-1
STR. NO. CO-2
STR. NO. CO-3
STR. NO. CO-4
STR. NO. CO-5
C-400CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHPROPOSED LEGEND
SUTILITIES NOTES
UTILITY PLANUTILITY PLAN
DEMOLITION AND EROSIONCONTROL DETAILS1ST ON MAIN - SWPPPPRELIMINARYCONSTRUCTIONNOT FOR DEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMDIRECTORY PATH: R:\Active\Lauth\PNC Lot 1\Design\CAD\Exhibits\DEMO SWPPPFILENAME: C-400 DEMOLITION AND EROSION CONTROL DETAILS.dwgDATE/USER: 11/30/2021 12:02 PM / KfiggC-400SW C-400SW SOIL MAP AND DESCRIPTION
VICINITY MAP
CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA)
MIAMI SILT LOAM-URBAN LAND COMLEX (YmsB2)
Hamilton County, Indiana (IN057)
YmsB2
PROJECT NORTH1st STREET NE
1st Ave SEPROJECT
NORTHLOCATION
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RANGELINE ROADMAIN STREET
LOCATION
SECTION NTS
PLAN NTS
NOTES:
1.ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
SiltSoxxTM for Sediment Control on Pavement
NTS
SiltSoxxTM (5", 8" , 12", or 18" TYPICAL)
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
SiltSoxxTM (5", 8", 12", 18" TYPICAL)
WATER FLOW
Pavement or Impervious Surface
Concrete blocks or sand bags sized as needed (10' O.C.)
Concrete blocks or sand bags sized as needed (10' O.C.)
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEC-401CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHWATER PLANWATER PLAN
UTILITIES NOTES
PROPOSED LEGEND
S
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEC-500CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH800
800
GRADING LEGEND
GRADING NOTES
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BENCHMARK INFORMATION
GRADING PLANGRADING PLAN
10+0011+00UNDERGROUND DETENTION HORZ. SCALE: 1"=10 VERT. SCALE: 1"=2
810
815
820
825
830
835
840
845
810
815
820
825
830
835
840
845
10+00 11+00 11+68833.77834.35835.06836.03837.11837.38837.79833.20834.01835.07835.74836.48836.74837.00C-600CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH–
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BENCHMARK INFORMATION
DRAINAGE PLANDRAINAGE PLAN
PLAN VIEW
DETENTION OUTLET STRUCTURE
STR. NO. 10
SHARP CRESTED
WEIR DETAIL
UNDERGROUND DETENTION BASIN UNDERDRAIN DETAIL
PROPOSED LEGEND
SSUMMARY
ALLOWABLE RELEASE RATES:
PROPOSED RELEASE RATES:
REQUIRED DETENTION VOLUME:
PROVIDED DETENTION VOLUME:
PROPOSED ELEVATIONS:
DRAINAGE
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEA
A
A
A A A A
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C-700CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH800
LEGEND
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
SILTSACK INLET FILTER DETAIL
®
EROSION CONTROL NOTES
POST CONSTRUCTION SWPPPPOST CONSTRUCTION SWPPP
C-701CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYLEGAL DESCRIPTION
SOIL MAP AND DESCRIPTION
VICINITY MAP
CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA)
MIAMI SILT LOAM-URBAN LAND COMLEX (YmsB2)
Hamilton County, Indiana (IN057)
YmsB2
PROJECT NORTH1st STREET NE
1st Ave SEPROJECT
NORTHLOCATION
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENTSLOPE LENGTH·
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RANGELINE ROADMAIN STREET
LOCATION
POST CONSTRUCTION SWPPP DETAILSPOST CONSTRUCTION SWPPP DETAILS
C-800CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYRIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
MISCELLANIOUS DETAILSMISCELLANIOUS DETAILS2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:
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
7/22/2020
XC-5 CCW STD
XC-5 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover Detail
For Non-Traffic Areas Only
NTS
48 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:
2200 lbs [1000 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-5 inlet/outlet pipe size ranges up to 30 in [762 mm].
XC-5 chamber height may vary up to 116 in [2946 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
78 in
[1981 mm]
78 in
[1981 mm]
n30 in
[762 mm]2
Octagonal Base Plate
Ø66 in
[Ø168 mm]
Elevation View
SCALE 1:40
116 in
[2946 mm]
Varies Varies
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.
68 in
[1727 mm]
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
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
n66 in
[1676 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
n30 in
[762 mm]
180°
A PART #GRATE OPTIONS
NYLOPLAST DRAIN BASIN
TYPE 'C' STORM MANHOLE
C-900CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYSPECIFICATIONSSPECIFICATIONS
EARTHWORK
1. SCOPE OF WORK
2. BENCH MARKS
3. REMOVAL OF TREES
4. HANDLING OF TOPSOIL
5. DISPOSITION OF UTILITIES
6. SITE GRADING
7. EARTH WORK BALANCE
WATER LINE SYSTEM
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
1. GENERAL
2. FOUNDATION
CITY OF CARMEL CONCRETE CURB POLICY
1. General
2. Foundation
3. Aggregate Bases
5. INSPECTIONS
”
STORM SEWER SYSTEMS
1. SCOPE OF WORK
2. STORM SEWER CONSTRUCTION
3. APPLICATION
3. AGGREGATE BASES
4. ASPHALT PAVEMENT
4. Concrete Curb
5. Inspections
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
6. Acceptance
1ST STREET NERANGELINE ROAD
MAIN STREET1ST AVENUE NE
BENCHMARKS:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:SPOT ELEVATIONS
317-407
1"=20'
DECEMBER 10, 2021 TJT
ABS
ABS11EXHIBIT LAUTH PROPERTY GROUP
1ST ON MAIN GARAGE
MAIN STREET & RANGELINE ROAD
CARMEL, INDIANA NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com