20181663 Ver 1_Plans_20181207

SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control G-Sheets.dwg 11/29/2018 8:22 AM ZACHARY ROMANFILE NAME: POND ROADBUNCOMBE COUNTY, NORTH CAROLINASUBDIVISIONG-002GWW18.00122NOV. 2018GWWGENERAL NOTES &LEGEND18.00122 - Erosion ControlG-Sheets.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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EC
44
NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
NPDES GROUND COVER STABILIZATION TABLE UPDATED MARCH, 2017
NATIVE SEEDING:
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION SPANO & ASSOCIATES ASHEVILLE, LLCEROSION AND SEDIMENTATION CONTROL LEGEND
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control G-Sheets.dwg 11/29/2018 8:22 AM ZACHARY ROMANFILE NAME: POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONG-003GWW18.00122NOV. 2018GWWGENERAL NOTES &LEGEND18.00122 - Erosion ControlG-Sheets.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459GENERAL SEWER NOTES
UPDATED MARCH, 201734
S
PROJECT DATA BLOCK
GENERAL CONSTRUCTION NOTES
REVISION DATE - JUNE 16, 2009
REVISION DATE - MARCH 1, 2011
CITY OF ASHEVILLE
GENERAL WATER NOTES
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CTV
000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND
PLAN
POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONCE-101GWW18.00122NOV. 2018GWWEXISTING CONDITIONSPLAN18.00122 - CE-101 ExistingConditions.dwg1 INCH = FEETGRAPHIC SCALE
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E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - CE-101 Existing Conditions.dwg 11/2/2018 10:48 AM ZACHARY ROMANFILE NAME:
PLAN
POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONC-101GWW18.00122NOV. 2018GWWOVERALL SITE LAYOUTPLAN & SHEET LAYOUTS18.00122 - C-101 SitePlan.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-101 Site Plan.dwg 11/2/2018 9:27 AM ZACHARY ROMANFILE NAME:
POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONC-106GWW18.00122NOV. 2018GWWGRADING PLAN AREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-102 Grading Plan.dwg 11/2/2018 9:40 AM ADAM WALDROUPFILE NAME: 18.00122 - C-102 GradingPlan.dwgPLAN
1 INCH = FEETGRAPHIC SCALE
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E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONC-107GWW18.00122NOV. 2018GWWGRADING PLAN AREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-102 Grading Plan.dwg 11/2/2018 9:40 AM ADAM WALDROUPFILE NAME: 18.00122 - C-102 GradingPlan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONC-108GWW18.00122NOV. 2018GWWGRADING PLAN AREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-102 Grading Plan.dwg 11/2/2018 9:40 AM ADAM WALDROUPFILE NAME: 18.00122 - C-102 GradingPlan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINAASHEVILLE BUILDERS, LLCSUBDIVISIONC-109GWW18.00122NOV. 2018GWWGRADING PLAN AREA 418.00122 - C-102 GradingPlan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-102 Grading Plan.dwg 11/2/2018 9:50 AM ADAM WALDROUPFILE NAME: Know what's below.
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-110GWW18.00122NOV. 2018GWWSTORMWATER PLANAREA 118.00122 - C-103 Stormwaterplan.dwgPLAN
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0 E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 11/28/2018 3:24 PM ADAM WALDROUPFILE NAME:
PLAN
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-111GWW18.00122NOV. 2018GWWSTORMWATER PLANAREA 218.00122 - C-103 Stormwaterplan.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 11/28/2018 3:24 PM ADAM WALDROUPFILE NAME:
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-112GWW18.00122NOV. 2018GWWSTORMWATER PLANAREA 318.00122 - C-103 Stormwaterplan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 11/28/2018 3:24 PM ADAM WALDROUPFILE NAME:
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-113GWW18.00122NOV. 2018GWWSTORMWATER PLANAREA 418.00122 - C-103 Stormwaterplan.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 12/5/2018 3:36 PM CHRISTY BROWNFILE NAME:
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-115GWW18.00122NOV. 2018GWWWATER PLANAREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-106 Water Plan.dwg 12/3/2018 1:36 PM TREVOR HENDRIXFILE NAME: 18.00122 - C-106 WaterPlan.dwgPLAN
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0 E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459NOTES:
1.INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE
CURRENT DESIGN GUIDELINES UNDER THE INSPECTION OF THE CITY OF
ASHEVILLE AND BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
·A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL
WATER LINES
·ALL WATER MAINS 3" AND GREATER IN DIAMETER SHALL BE
CLASS 350 DIP AND ALL SERVICE LINES LESS THAN 3" IN
DIAMETER SHALL BE TYPE "K" COPPER TUBING.
·ALL BRASS FITTINGS MUST BE CERTIFIED LEAD FREE
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-116GWW18.00122NOV. 2018GWWWATER PLANAREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-106 Water Plan.dwg 12/3/2018 1:36 PM TREVOR HENDRIXFILE NAME: 18.00122 - C-106 WaterPlan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
1 INCH = FEETGRAPHIC SCALE
20 0 10 20 40 60
20
0
NOTES:
1.INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE
CURRENT DESIGN GUIDELINES UNDER THE INSPECTION OF THE CITY OF
ASHEVILLE AND BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
·A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL
WATER LINES
·ALL WATER MAINS 3" AND GREATER IN DIAMETER SHALL BE
CLASS 350 DIP AND ALL SERVICE LINES LESS THAN 3" IN
DIAMETER SHALL BE TYPE "K" COPPER TUBING.
·ALL BRASS FITTINGS MUST BE CERTIFIED LEAD FREE
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-117GWW18.00122NOV. 2018GWWWATER PLANAREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-106 Water Plan.dwg 11/28/2018 7:14 PM TREVOR HENDRIXFILE NAME: 18.00122 - C-106 WaterPlan.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
NOTES:
1.INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE
CURRENT DESIGN GUIDELINES UNDER THE INSPECTION OF THE CITY OF
ASHEVILLE AND BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
·A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL
WATER LINES
·ALL WATER MAINS 3" AND GREATER IN DIAMETER SHALL BE
CLASS 350 DIP AND ALL SERVICE LINES LESS THAN 3" IN
DIAMETER SHALL BE TYPE "K" COPPER TUBING.
·ALL BRASS FITTINGS MUST BE CERTIFIED LEAD FREE
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-118GWW18.00122NOV. 2018GWWWATER PLANAREA 4SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-106 Water Plan.dwg 12/3/2018 1:36 PM TREVOR HENDRIXFILE NAME: 18.00122 - C-106 WaterPlan.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
NOTES:
1.INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF ASHEVILLE
CURRENT DESIGN GUIDELINES UNDER THE INSPECTION OF THE CITY OF
ASHEVILLE AND BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
·A MINIMUM COVER DEPTH OF 3' SHALL BE MAINTAINED OVER ALL
WATER LINES
·ALL WATER MAINS 3" AND GREATER IN DIAMETER SHALL BE
CLASS 350 DIP AND ALL SERVICE LINES LESS THAN 3" IN
DIAMETER SHALL BE TYPE "K" COPPER TUBING.
·ALL BRASS FITTINGS MUST BE CERTIFIED LEAD FREE
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-127GWW18.00122NOV. 2018GWWSEWER PLANAREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-105 Utility Plan.dwg 11/29/2018 2:56 PM CHRISTY BROWNFILE NAME: 18.00122 - C-105 UtilityPlan.dwgPLAN
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
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E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-128GWW18.00122NOV. 2018GWWSEWER PLANAREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-105 Utility Plan.dwg 11/29/2018 2:56 PM CHRISTY BROWNFILE NAME: 18.00122 - C-105 UtilityPlan.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-129GWW18.00122NOV. 2018GWWSEWER PLANAREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-105 Utility Plan.dwg 11/29/2018 2:56 PM CHRISTY BROWNFILE NAME: 18.00122 - C-105 UtilityPlan.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-130GWW18.00122NOV. 2018GWWSEWER PLANAREA 4SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-105 Utility Plan.dwg 11/29/2018 2:56 PM CHRISTY BROWNFILE NAME: 18.00122 - C-105 UtilityPlan.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
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#######POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCC-147GWW18.00122NOV. 2018GWWINITIAL EROSION CONTROLPLAN AREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-04591 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
SUBDIVISIONKnow what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
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##################nnnnnnPOND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-148GWW18.00122NOV. 2018GWWINITIAL EROSION CONTROLPLAN AREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-149GWW18.00122NOV. 2018GWWINITIAL EROSION CONTROLPLAN AREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgPLAN
E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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#############POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-150GWW18.00122NOV. 2018GWWINITIAL EROSION CONTROLPLAN AREA 4SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgPLAN E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call CenterEROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
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#######POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-151GWW18.00122NOV. 2018GWWINTERMEDIATE EROSIONCONTROL PLAN AREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
Know what's below.
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N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
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###POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-152GWW18.00122NOV. 2018GWWINTERMEDIATE EROSIONCONTROL PLAN AREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-153GWW18.00122NOV. 2018GWWINTERMEDIATE EROSIONCONTROL PLAN AREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN
Know what's below.
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Dial 811 or 1-800-632-4949
N.C. One-Call Center
EROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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#POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-154GWW18.00122NOV. 2018GWWINTERMEDIATE EROSIONCONTROL PLAN AREA 4SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/29/2018 8:42 AM CHRISTY BROWNFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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Dial 811 or 1-800-632-4949
N.C. One-Call CenterEROSION CONTROL PERMIT SET
NOT FOR CONSTRUCTION
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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n nnnnnnnnnnnnnnnnnPOND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-155GWW18.00122NOV. 2018GWWFINAL EROSION CONTROLPLAN AREA 1SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN
1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
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Know what's below.
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EROSION CONTROL PERMIT SET
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nnnnnnnnn nnnnnnnnnnnnnnnnnnPOND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-156GWW18.00122NOV. 2018GWWFINAL EROSION CONTROLPLAN AREA 2SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN Know what's below.
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Dial 811 or 1-800-632-4949
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EROSION CONTROL PERMIT SET
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1 INCH = FEETGRAPHIC SCALE
40 0 20 40 80 120
40
0
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-157GWW18.00122NOV. 2018GWWFINAL EROSION CONTROLPLAN AREA 3SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/28/2018 4:46 PM ZACHARY ROMANFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459PLAN
Know what's below.
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EROSION CONTROL PERMIT SET
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40
0
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nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnPOND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-158GWW18.00122NOV. 2018GWWFINAL EROSION CONTROLPLAN AREA 4SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122-Erosion Control Base.dwg 11/29/2018 8:42 AM CHRISTY BROWNFILE NAME: 18.00122-Erosion ControlBase.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459Know what's below.
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Dial 811 or 1-800-632-4949
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POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-501GWW18.00122NOV. 2018GWWMISCELLANEOUSDETAILS18.00122 - C-103 Stormwaterplan.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459UNDERDRAIN DETAIL
NTS
A
A
B B
SECTION A-A
SECTION B-B
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS
OUTLET MANIFOLD
STORMTECH
END CAP
STORMTECH
CHAMBERS
STORMTECH
CHAMBER
STORMTECH
END CAP
DUAL WALL
PERFORATED
HDPE
UNDERDRAIN
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
FOUNDATION STONE
BENEATH CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
MC-4500 TECHNICAL SPECIFICATION
NTS
PART #STUB B C
MC4500REPE06
T 6" (150 mm)42.54" (1.081 m)---
MC4500REPE06B ---0.86" (22 mm)
MC4500REPE08T 8" (200 mm)40.50" (1.029 m)---
MC4500REPE08B ---1.01" (26 mm)
MC4500REPE10T 10" (250 mm)38.37" (975 mm)---
MC4500REPE10B ---1.33" (34 mm)
MC4500REPE12T 12" (300 mm)35.69" (907 mm)---
MC4500REPE12B ---1.55" (39 mm)
MC4500REPE15T 15" (375 mm)32.72" (831 mm)---
MC4500REPE15B ---1.70" (43 mm)
MC4500REPE18TC 18" (450 mm)29.36" (746 mm)---
MC4500REPE18BC ---1.97" (50 mm)
MC4500REPE24TC 24" (600 mm)23.05" (585 mm)---
MC4500REPE24BC ---2.26" (57 mm)
MC4500REPE30BC 30" (750 mm)---2.95" (75 mm)
MC4500REPE36BC 36" (900 mm)---3.25" (83 mm)
MC4500REPE42BC 42" (1050 mm)---3.55" (90 mm)NOTE: ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS.
CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10" (250 mm)
THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm)
CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³)
MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET (4.60 m³)
WEIGHT 130.0 lbs.(59.0 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)90.2" X 59.4" X 30.7" (2291 mm X 1509 mm X 781 mm)
END CAP STORAGE 35.7 CUBIC FEET (1.01 m³)
MINIMUM INSTALLED STORAGE*108.7 CUBIC FEET (3.08 m³)
WEIGHT 135.0 lbs.(61.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
B
C
52.0"
(1321 mm)
48.3"
(1227 mm)
INSTALLED
60.0"
(1524 mm)
100.0" (2540 mm)90.2" (2291 mm)
59.4"
(1509 mm)
30.7"
(781 mm)
INSTALLED
35.1"
(891 mm)
UPPER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
BUILD ROW IN THIS DIRECTION
LOWER JOINT CORR.
FOOT
INSERTA TEE DETAIL
NTS
INSERTA TEE
CONNECTION
CONVEYANCE PIPE
MATERIAL MAY VARY
(PVC, HDPE, ETC.)
PLACE ADS GEOSYNTHETICS 315 WOVEN
GEOTEXTILE (CENTERED ON INSERTA-TEE
INLET) OVER BEDDING STONE FOR SCOUR
PROTECTION AT SIDE INLET CONNECTIONS.
GEOTEXTILE MUST EXTEND 6" (150 mm)
PAST CHAMBER FOOT
INSERTA TEE TO BE
INSTALLED, CENTERED
OVER CORRUGATION
SIDE VIEWSECTION A-A
A
A
DO NOT INSTALL
INSERTA-TEE AT
CHAMBER JOINTS
NOTE:
PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.
CONTACT STORMTECH FOR MORE INFORMATION.
CHAMBER MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE OF
CHAMBER (X)
SC-310 6" (150 mm)4" (100 mm)
SC-740 10" (250 mm)4" (100 mm)
DC-780 10" (250 mm)4" (100 mm)
MC-3500 12" (300 mm)6" (150 mm)
MC-4500 12" (300 mm)8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
(X)
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
MANIFOLD HEADER
MANIFOLD STUB
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE^Ji)MIRRORS ON POLES OR
CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY^Jii)FOLLOW OSHA REGULATIONS FOR CONFINED
SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.^J
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
MC-4500 CHAMBER
18" (450 mm) MIN WIDTH
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
PAVEMENT
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
12" (300 mm) NYLOPLAST INLINE
DRAIN BODY W/SOLID HINGED
COVER OR GRATE
PART# 2712AG06N
SOLID COVER: 1299CGC
GRATE: 1299CGS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
6" (250 mm) INSERTA TEE
PART#06N12ST45IP
INSERTA TEE TO BE CENTERED
ON CORRUGATION CREST
MC-4500 6" INSPECTION PORT DETAIL
NTS
6" (150 mm) ADS N-12
HDPE PIPE
CONCRETE COLLAR
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-CORED END CAP
PART #: MC4500REPE24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR
MANHOLE
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-4500 CHAMBER
MC-4500 END CAP
MC-4500 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1.MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J
4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT.^J
5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.^J
6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C'
OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C'
STARTS FROM THE TOP OF THE EMBEDMENT
STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTIONS AFTER 24" (600 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 12" (300 mm)
MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS.
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
AASHTO M43¹
3, 4
A
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
AASHTO M43¹
3, 4
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE. ² ³
24"
(600 mm) MIN*
7.0'
(2.1 m)
MAX
12" (300 mm) TYP100" (2540 mm)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND
CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
SUBGRADE SOILS
(SEE NOTE 5)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
MC-4500
END CAP
12" (300 mm) MIN
12" (300 mm) MIN 9"
(230 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)60"
(1525 mm)
DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
NO COMPACTION REQUIRED.
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEM
1.STORMTECH MC-4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTITIVE HAS COMPLETED A
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.^J
2.STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".^J
3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
·STONESHOOTER LOCATED OFF THE CHAMBER BED.
·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6.MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.^J
7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.
8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm) MEETING THE AASHTO M43
DESIGNATION OF #3 OR #4.^J
9.STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER
DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS.^J
10.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.^J
11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE
STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
NOTES FOR CONSTRUCTION EQUIPMENT
1.STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".^J
2.THE USE OF EQUIPMENT OVER MC-4500 CHAMBERS IS LIMITED:
·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE
WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
·WEIGHT LIMITS FOR CONSRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".
3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE
BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD
WARRANTY.^J
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.
STORMTECH CHAMBER SPECIFICATIONS
1.CHAMBERS SHALL BE STORMTECH MC-4500 OR APPROVED EQUAL.
2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS.
3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT
WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.
4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE
THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)
LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION
FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
5.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS".
6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE
FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL
SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE
PROJECT SITE:
a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY
FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM
F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.
b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD
FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP
MODULUS DATA SPECIFIED IN ASTM F2418 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY
LONG-TERM PERFORMANCE.
c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.
8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 11/28/2018 3:24 PM ADAM WALDROUPFILE NAME:
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-507GWW18.00122NOV. 2018GWWMISCELLANEOUSDETAILS18.00122 - C-103 Stormwaterplan.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459REINFORCED CONCRETE ENDWALLSD
9 UPDATED MARCH, 2017
NOT TO SCALE
C C
D D
OR
PIPE OUTLET PROTECTION SIZING
OUTLET OUTLET
SIZE (Do)
APRON
WIDTH @
PIPE/DITCH
OUTLET
APRON
LENGTH (La)
END OF
APRON
WIDTH (W)
RIP RAP
SIZE (d50)
RIP RAP
THICKNESS
(FT.)
FES #1 24"6'13'15'1'2.25
FES #2 24"6'13'15'1'
FES #3 36"9'20'23'1'2.25
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
EC
11 NOT TO SCALE
SHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\18.00122 - C-103 Stormwater plan.dwg 11/28/2018 3:24 PM ADAM WALDROUPFILE NAME: FES #4 24"6'13'15'1'
FES #5 24"6'13'15'1'
FES #6 18"4.5'9'10.5'1'
FES #7 24"6'13'15'1'
2.25
2.25
2.25
2.25
2.25
FES #8 24"6'13'15'1'2.25
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-510GWW18.00122NOV. 2018GWWMISCELLANEOUS DETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlilNO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control Details.dwg 12/5/2018 12:27 PM CHRISTY BROWNFILE NAME: 55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-045918.00122 - Erosion ControlDetails.dwgSILT FENCEEC
1 UPDATED MARCH, 2017
NOT TO SCALE
PIPE INLET PROTECTIONEC
18 UPDATED MARCH, 2017
NOT TO SCALE
Know what's below.
before you dig.CallR
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N.C. One-Call Center
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
EC
11 NOT TO SCALE
SILT FENCE - SUPER
NOT TO SCALE
SCALE: 1/2" = 1'-0"
EC
3 UPDATED MARCH, 2017
NOT TO SCALE
SILT FENCE - OUTLETEC
2 UPDATED MARCH, 2017
NOT TO SCALE
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-511GWW18.00122NOV. 2018GWWMISCELLANEOUS DETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlilNO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control Details.dwg 12/5/2018 12:27 PM CHRISTY BROWNFILE NAME: 55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-045918.00122 - Erosion ControlDetails.dwgKnow what's below.
before you dig.CallR
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N.C. One-Call Center
TEMPORARY SKIMMER BASIN with RISEREC
28 UPDATED MARCH, 2017
NOT TO SCALE TEMPORARY SKIMMER BASINEC
27 UPDATED MARCH, 2017
NOT TO SCALE
SKIMMER BASIN DETAILS
BASIN ID
TOP OF
EMBANKMENT
ELEVATION
(FT.)
EMERGENCY
SPILLWAY
ELEVATION
(FT.)
EMERGENCY
SPILLWAY
WIDTH (FT.)
BOTTOM
ELEVATION OF
BASIN (FT.)
BASIN DEPTH
(FT.)
BASIN SIDE
SLOPE RATIO
(Z:1)
BASIN WIDTH
@ SPILLWAY
(FT.)
BASIN LENGTH
@ SPILLWAY
(FT.)
SKIMMER SIZE
(IN.)
SKIMMER
ORIFICE SIZE
(IN.)
SKIMMER
INVERT
ELEVATION
(FT.)
DA-2 2063.5 2062.0 22 2060.0 2 2.5 40 180 4 1.25 2060.0
DA-4 2082.5 2081.0 20 2079.0 2 3 60 120 4 1.25 2079.0
SA-1 2034.0 2032.5 12 2030.5 2 2.5 45 90 2.5 1 2030.5
SKIMMER BASIN DA-3
BASIN ID
TOP OF
EMBANKMENT
ELEVATION
(FT.)
EMBANKMENT
TOP WIDTH
(FT.)
PRINCIPAL
SPILLWAY
ELEVATION
(FT.)
EMERGENCY
SPILLWAY
ELEVATION
(FT.)
EMERGENCY
SPILLWAY
WIDTH (FT.)
BOTTOM
ELEVATION OF
BASIN (FT.)
BASIN WIDTH
@ SPILLWAY
(FT.)
BASIN LENGTH
@ SPILLWAY
(FT.)
DA-3 2057.0 8.0 2054.0 2055.0 20 2052.0 90 270
BASIN SIDE
SLOPE RATIO
(Z:1)
PRINCIPAL
SPILLWAY
OUTLET PIPE
DIAMETER AND
MATERIAL
PRINCIPAL
SPILLWAY
OUTLET PIPE
LENGTH (FT)
PRINCIPAL
SPILLWAY
OUTLET PIPE
INVERT IN
ELEVATION
PRINCIPAL
SPILLWAY
OUTLET PIPE
INVERT OUT
ELEVATION
SKIMMER SIZE
(IN.)
SKIMMER
ORIFICE SIZE
(IN.)
SKIMMER
INVERT
ELEVATION
(FT.)
3 30-INCH HDPE 33 2051.5 2051.0 8 3 2052.0
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-512GWW18.00122NOV. 2018GWWMISCELLANEOUS DETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlilNO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control Details.dwg 12/5/2018 12:27 PM CHRISTY BROWNFILE NAME: 55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-045918.00122 - Erosion ControlDetails.dwgKnow what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
SECTION
TRASH RACK with ANTI-VORTEX PLATEEC
32 UPDATED MARCH, 2017
NOT TO SCALE
POROUS BAFFLE DETAIL
UPDATED MARCH, 2017
EC
41 NOT TO SCALE
PIPE OUTLET PROTECTIONEC
17
C C
D D
OR
UPDATED MARCH, 2017
NOT TO SCALE
TEMPORARY SEDIMENT TRAPEC
26 UPDATED MARCH, 2017
NOT TO SCALE
SEDIMENT TRAP DETAILS
TRAP ID
TOP OF
EMBANKMENT
ELEVATION
(FT.)
SPILLWAY
ELEVATION
(FT.)
SPILLWAY
WIDTH
(FT.)
TRAP DEPTH
(FT.)
BOTTOM
ELEVATION OF
TRAP (FT.)
TRAP WIDTH @
SPILLWAY (FT.)
TRAP LENGTH
@ SPILLWAY
(FT.)
TRAP SIDE
SLOPE RATIO
(Z:1)
DA-1 2071.5 2070.0 5 3.5 2066.50 31 62 3
DA-10 2053.5 2052.0 6 3.5 2048.50 35 70 3
PIPE OUTLET PROTECTION SIZING
OUTLET OUTLET
SIZE (Do)
APRON
WIDTH @
PIPE/DITCH
OUTLET
APRON
LENGTH (La)
END OF
APRON
WIDTH (W)
RIP RAP
SIZE (d50)
RIP RAP
THICKNESS
(FT.)
30" HDPE 30"7.5'16'18.5'6"1.125
ALL TEMP.
DITCHES
5'N/A 6'11'6"1.125
4" PVC
FROM
SKIMMER
BASINS
4"1'6'6.33'6"1.125
POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONC-513GWW18.00122NOV. 2018GWWMISCELLANEOUS DETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____E N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlilNO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Erosion Control\18.00122 - Erosion Control Details.dwg 12/5/2018 12:27 PM CHRISTY BROWNFILE NAME: 55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-045918.00122 - Erosion ControlDetails.dwgKnow what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
REINFORCED CONCRETE ENDWALLSD
9 UPDATED MARCH, 2017
NOT TO SCALE
TEMPORARY DIVERSION DITCH
EROSION CONTROL MATTINGEC
8 UPDATED MARCH, 2017
NOT TO SCALE
TEMPORARY DIVERSION DITCHEC
4 UPDATED MARCH, 2017
NOT TO SCALE
TEMPORARY CONSTRUCTION ENTRANCEEC
24 UPDATED MARCH, 2017
NOT TO SCALE
WATTLE SECTION
STAKE DETAILS
WATTLE DITCH PROTECTIONEC
23 UPDATED MARCH, 2017
NOT TO SCALE
WATTLE INLET PROTECTION EC
15 UPDATED MARCH, 2017
NOT TO SCALE
C-518GWW18.00122NOV. 2018GWWMISCELLANEOUSDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Environmental\18.00122 - BOONE-Details & Notes.dwg 12/5/2018 3:17 PM CHRISTY BROWNFILE NAME: 18.00122 - BOONE-Details &Notes.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISIONTEMPORARY STREAM BYPASS DETAIL
UPDATED MARCH, 2017
NOT TO SCALE
C-519GWW18.00122NOV. 2018GWWMISCELLANEOUSDETAILSSHEETDESIGN REVIEW: _____DESIGNED BY:JOB NO.:DATE:CADD BY:CONST. REVIEW: _____NO.DATE BY REVISION DESCRIPTIONI:\Drawings\2018\18.00122\Design\Civil\Drawings\Environmental\18.00122 - BOONE-Details & Notes.dwg 12/5/2018 3:17 PM CHRISTY BROWNFILE NAME: 18.00122 - BOONE-Details &Notes.dwgE N G I N E E R I N G · P L A N N I N G · F I N A N C EA S S O C I A T E SMcGlil55 BROAD STREETPH. [phone]ASHEVILLE, NC 28801FIRM LICENSE # C-0459POND ROADBUNCOMBE COUNTY, NORTH CAROLINASPANO & ASSOCIATES ASHEVILLE, LLCSUBDIVISION