SW3191105_Millbridge Phase 7E Construction Documents_12/18/2019

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PROJECT
SITE
VICINITY MAP N.T.S.
DEVELOPMENT DATA FOR MILLBRIDGE PHASE 7E
TAX PARCEL ID: 05168019
05168018
05168018B
CONDITIONAL USE ZONING NO. CU-001545-2013
TOTAL ACREAGE: +/- 45.14 ACRES
TOTAL AREA IN R/W:
TOTAL AREA IN LOTS:
TOTAL AREA IN COS:
PERIMETER BUFFER:
EXISTING POND:
REMAINING:
TOTAL AREA IN FUTURE 7F
ZONING:
PROPOSED USE:
PROP. DENSITY:
BUILDING TYPE:
WATERSHED:
FIRST WATERCOURSE:
+/- 4.37 A.C.
+/- 12.39 AC.
+/- 7.47 A.C.
+/- 0.85 A.C. (+/- 11.4%)
+/- 1.01 A.C. (+/- 13.5%)
+/- 5.61 A.C. (+/- 75.1 %)
+/- 20.91 A.C.
CU R4-PRD & CU R-3 (TOWN OF WAXHAW)
SINGLE FAMILY RESIDENTIAL
3.10 UNITS/AC.
DETACHED SINGLE FAMILY HOMES
LOWER CATAWBA
12-MILE CREEK
LOT SIZE:
MIN LOT SIZE REQUIRED: 6,000 S.F. (0.138 AC.)
MIN LOT SIZE PROVIDED: 6,032 S.F. (0.138 AC. - LOT #621-625)
AVG. LOT SIZE PROVIDED: 7,135 S.F. (0.164 AC.)
MAX LOT SIZE PROVIDED: 10,471 S.F. (0.24 AC. - LOT #678)
LOT COUNT:
TOTAL NUMBER OF DWELLINGS: 75 LOTS
52' SINGLE FAMILY (DETACHED) 75 LOTS (100%) (52' X 130' TYP.)
BUILDING SETBACKS (MIN.)
FRONT YARD SETBACK: 20'
SIDE YARD SETBACK: 5' (10' CORNER LOTS)
REAR LOT SETBACK: 20'
*MAXIMUM STRUCTURE HEIGHT TO BE 45'*
*MILLBRIDGE PHASE 7E SHALL COMPLY WITH PLAN
REVIEW GUIDELINES FOR MILLBRIDGE SUBDIVISION*
INTERNAL STREET NETWORK:
TOTAL LINEAR FOOT DEEP RIVER WAY:
1,773 LF
TOTAL LINEAR FOOT GABARDINE LANE:
481 LF
TOTAL LINEAR FOOT BATISTE AVENUE:
548 LF
TOTAL LINEAR FOOT WHIPCORD DRIVE:
795 LF
TOTAL LINEAR FOOT HANCOCK ROAD:
210 LF
INTERNAL STORMWATER RESTRICTIONS:
BMP #1 IMPERVIOUS RESTRICTION - 3,500 SQ. FT. PER LOT
BMP #2 IMPERVIOUS RESTRICTION - 3,500 SQ. FT. PER LOT
BMP #3 IMPERVIOUS RESTRICTION - 3,500 SQ. FT. PER LOT
GENERAL NOTES:
BOUNDARY INFORMATION
BOUNDARY INFORMATION OBTAINED FROM SURVEY PREPARED BY McKIM & CREED
SIGNED JUNE 24TH, 2008 AND A SUPPLEMENTAL SURVEY COMPLETED BY SUMMIT OF
THE CAROLINAS, P.C. ON NOVEMBER 18TH, 2016
TOPOGRAPHIC INFORMATION
TOPOGRAPHY FOR THIS SECTION OF MILLBRIDGE IS A COMPILATION OF AERIAL
SURVEY OBTAINED FROM LAND DESIGN, INC. ON OCTOBER 30, 2013. ROADWAY
CONNECTIONS WERE OBTAINED FROM PHASE 7ABC CONSTRUCTION DOCUMENTS.
CONTRACTOR SHALL VERIFY ELEVATIONS PRIOR TO CONSTRUCTION.
WETLAND & FEMA FLOOD INFORMATION
WETLAND INFORMATION OBTAINED FROM SURVEY COMPLETED BY SUMMIT OF THE
CAROLINAS, P.C. ON NOVEMBER 18TH, 2016. NO WETLANDS EXIST WITHIN MILLBRIDGE
PHASE 7E BUT DO EXIST IN MILLBRIDGE PHASE 7F. THIS SITE IS LOCATED WITHIN
FEMA FLOOD HAZARD ZONE 'X' PER PANEL 3710446300J.
HORIZONTAL REFERENCE: NAD83
VERTICAL REFERENCE: NAVD88
SUBMITTED BY: LANDEAVOR, LLC
9101 SOUTHERN PINE BLVD STE 210
CHARLOTTE, NC 28273
PHONE NUMBER: [phone]
EMAIL:[e-mail]
DEVELOPER: LANDEAVOR, LLC
9101 SOUTHERN PINE BLVD STE 210
CHARLOTTE, NC 28273
PHONE NUMBER: [phone]
EMAIL:[e-mail]
DESIGN ENGINEER: W.K. DICKSON - WESTON BOLES, PE
1213 W. MOREHEAD STREET, SUITE 300
CHARLOTTE, NC 28208
PHONE NUMBER: (704)-334-5348
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MILLBRIDGE PHASE 7E
TOWN OF WAXHAW, UNION COUNTY, NORTH CAROLINA
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LANDEAVOR LLC.
9101 SOUTHERN PINE BLVD, CHARLOTTE, NC 28273
DEC. 2019
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SECURITY FENCE AROUND
PERIMETER (TYP.)
[e-mail]
DESIGNER:
Know what's below. CONNOR HORN, El
334.5348
Call before you dig (704) [e-mail]
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PLAN VIEW
SCALE: 1" = 100'
20' UTILITY
EASEMENT (TYP.)
FUTURE
PHASE 7E
NOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN:05168018B
ZONING: CU R-3
FUTURE
PHASE 7F
NOW OR FORMALLY
WSLD MILLBRIDGE VI LLC
PIN 05168018
ZONING: CU R-3
PHASE 7C
Sheet List Table
SHEET
NUMBER
SHEET TITLE
DRAWING
REVISION
NUMBER
REVISION
DATE
C1.0
COVER SHEET
B
12/18/2019
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
B
12/18/2019
C3.0
OVERALL SITE PLAN
B
12/18/2019
C3.1
SITE PLAN - SHEET 1
B
12/18/2019
C3.2
SITE PLAN - SHEET 2
B
12/18/2019
C4.0
OVERALL GRADING PLAN
B
12/18/2019
C4.1
GRADING PLAN - SHEET 1
B
12/18/2019
C4.2
GRADING PLAN - SHEET 2
B
12/18/2019
C4.3
GRADING PLAN - INSET
B
12/18/2019
C5.0
PLAN & PROFILE
B
12/18/2019
C5.1
PLAN & PROFILE
B
12/18/2019
C5.2
PLAN & PROFILE
B
12/18/2019
C5.3
PLAN & PROFILE
B
12/18/2019
C5.4
PLAN & PROFILE
B
12/18/2019
C5.5
PLAN & PROFILE
B
12/18/2019
C6.0
OVERALL EROSION CONTROL - PHASE I
B
12/18/2019
C6.1
EROSION CONTROL - PHASE I
B
12/18/2019
C6.2
EROSION CONTROL - PHASE I
B
12/18/2019
C6.3
OVERALL EROSION CONTROL - PHASE II
B
12/18/2019
C6.4
EROSION CONTROL - PHASE II
B
12/18/2019
C6.5
EROSION CONTROL - PHASE II
B
12/18/2019
C7.0
LANDSCAPE PLAN - SHEET 1
B
12/18/2019
C7.1
LANDSCAPE PLAN - SHEET 2
B
12/18/2019
C8.0
GENERAL NOTES
B
12/18/2019
C8.1
GENERAL NOTES
B
12/18/2019
C8.2
GENERAL NOTES
B
12/18/2019
C9.0
DETAILS - SHEET 1
B
12/18/2019
C9.1
DETAILS - SHEET 2
B
12/18/2019
C9.2
DETAILS - SHEET 3
B
12/18/2019
C9.3
DETAILS - SHEET 4
B
12/18/2019
C9.4
DETAILS - SHEET 5
B
12/18/2019
C9.5
DETAILS - SHEET 6
B
12/18/2019
C9.6
DETAILS - SHEET 7
B
12/18/2019
C9.7
DETAILS - BMP #1
B
12/18/2019
C9.8
DETAILS - BMP #2
B
12/18/2019
C9.9
DETAILS - BMP #3
B
12/18/2019
APP-A
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2. SURVEY INFORMATION WAS OBTAIN FROM AN ALTA SURVEY COMPLETED BY McKIM &CREED SIGNED JUNE 24, 2008 AND A
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PHASE 7ABC CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND
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SEEDING MIXTURE RATE (LB/AC)
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RYE (GRAIN) 120
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5. SURVEY VERTICAL REFERENCE: NAVD88
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
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ANNUAL LESPEDEZA (KOBE IN 50
NC LICENSE NO.F-0374
7. SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.
DATE: TYPE: PLANTING RATE:
PIEDMONT AND COASTAL
8. ALL NEWLY CREATED ROADS ARE PROPOSED FOR ACCEPTANCE INTO THE TOWN OF WAXHAW ROADWAY SYSTEM.
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
PLAIN, KOREAN IN
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RYE GRAIN 120 LBS/AC OR 3 LBS/1000 S.F.
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RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION FOR THIS DEVELOPMENT.
NOV. 1 - MAR. 1* TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.ABRUZZI
10. PIPE SYSTEMS, CHANNELS, OR RETAINING WALLS LOCATED ON LOTS ARE THE MAINTENANCE RESPONSIBILITY OF THE
RYE 25 LB/1 000S F
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
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APR. 15 - JUL. 30 HULLED COMMON
BERMUDA GRASS 25 LBS/AC OR 1/2 LB/1000 S.F.
SEEDING DATES:
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JUL . 1 AUG.15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
BELOW 2500 FEET, FEB. 1 -MAY 1�
13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
PIEDMONT - JAN. 1 -MAY 1
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PERMITTED IN THE EASEMENT ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
COASTAL PLAIN - DEC. 1 - APR. 15
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MAINTENANCE ARE ALSO PROHIBITED.NOT
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14. WETLAND INFORMATION OBTAINED FROM WETLAND AND ENVIRONMENTAL PLANNING GROUP DATED 10/14/16 & 5/12/17.
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4. MULCH WITH STRAW APPLIED AT THE RATE OF 95 LBS/1000 S.F.
SOIL AMENDMENTS:
SOIL
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
PER FEMA MAP PANEL 4463 & 4473, THE FLOODPLAIN IS NOT BEING DISTURBED. THE PROPERTY IS LOCATED IN ZONE
* HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
MULCH:
PROFESSIONAL SEAL
DEMOLITION/EXISTING CONDITIONS NOTES:
** CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A PH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
RANGE OF 6.5 TO 7.0.
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
*** SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR
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LOCATED PRIOR TO BEGINNING CONSTRUCTION.
ELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC
MAINTENANCE:
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC AS NECESSARY TO ENSURE THE SAFETY OF THE
COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS, CONTRACTOR
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PUBLIC.
SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED IN ACCORDANCE WITH THE STANDARDS OF THE NORTH CAROLINA
MAKING MODIFICATION.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
DEPARTMENT OF TRANSPORTATION AND THE TOWN OF WAXHAW.
4. SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.
SLOPES GREATER THAN 3:1
SEEDING MIXTURE RATE (LB/AC)
5. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCING ANY WORK. CONTRACTOR SHALL ESTABLISH EROSION
CONTROL MEASURES PRIOR TO DEMOLITION OF EXISTING STRUCTURES AND AN EROSION CONTROL INSPECTION IS REQUIRED UPON
1. APPLY AGRICULTURAL LIME AT A RATE OF **90 LBS/1000 S.F.
GERMAN MILLET 40
COMPLETION OF THE EROSION CONTROL INSTALLATION BEFORE ANY FURTHER CLEARING OR GRADING CAN BE COMMENCED.
2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10
6. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS CONCERNING THE DEMOLITION AND
FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
REMOVAL OFFSITE OF ALL CONSTRUCTION DEBRIS.
7. CONTRACTOR SHALL COMPLETE DEMOLITION WORK IN AN EXPEDITIOUS AND TIMELY MANNER.
DATE: TYPE: PLANTING RATE:
SEEDING DATES
MOUNTAINS - MAY 15 - AUG. 15
8. EXISTING STRUCTURES SHALL BE DEMOLISHED UNDER A SEPARATE DEMOLITION PERMIT OBTAINED BY THE DEVELOPER/OWNER.
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.
PIEDMONT - MAY 1 - AUG. 15
9. ABANDONMENT OR REMOVAL OF EXISTING WELLS, SEPTIC SYSTEMS AND ASSOCIATED APPURTENANCE SHALL BE PERFORMED IN
RYE GRAIN 25 LBS/AC OR 3/4 LBS/1000 S.F.
COASTAL PLAIN - APR. 15 - AUG. 15
ACCORDANCE WITH REGULATORY GUIDELINES AND PROCEDURES ESTABLISHED BY THE NORTH CAROLINA DEPARTMENT OF NATURAL
(SCARIFIED) AND
RESOURCES, AND ANY ASSOCIATED REGULATORY AGENCIES.
MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
SOIL AMENDMENTS:
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10. DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH
JUN. - SEPT. 1*** TALL FESCUE AND 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
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EACH AFFECTED UTILITY COMPANY PRIOR TO THE REMOVAL OR DISCONNECTION OF ANY EXISTING SERVICES ON SITE.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
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11. SURVEY WAS PERFORMED PRIOR TO DEMOLITION OF SOME STRUCTURES ON SITE. CONTRACTOR SHALL CONFIRM ITEMS TO BE
OR SORGHUM SUDAN
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DEMOLISHED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT AND ANY ANCILLARY PERMITS FOR
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
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DEMOLITION OF REMAINING ITEMS.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
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12. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION.
(UNHULLED - UNSCARIFIED)
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TALL FESCUE 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
MAINTENANCE:
MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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SITE NOTES:
4. MULCH APPLIED AT THE RATE OF 95 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COAT
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
APPLIED AT THE RATE OF 10-15 GAL/1000 S.F. OR 450 GAL/AC.
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1. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.
SEEDING MIXTURE RATE (LB/AC)
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2. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 3/8" PER FOOT.
* TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
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3. ALL HANDICAP ACCESS RAMPS SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES.
** CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO
RYE (GRAIN) 120
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OBTAIN A PH RANGE OF 6.5 TO 7.0.
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5. NO OBSTRUCTIONS, PLANTINGS, OR FENCES SHALL BE PERMITTED WITHIN SIGHT TRIANGLES, STORM DRAINAGE EASEMENTS AND
*** SEED TYPE, RATES AND/OR SOIL AMENDMANTS SPECIFIED ABOVE MAY BE MODIFIED
SEEDING DATES:
SANITARY SEWER EASEMENTS.
AND/OR ELIMINATED IF REQUIRED BY OTHER LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC
MOUNTAINS - AUG. 15 - DEC. 15
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COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR ELIMINATIONS,
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
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CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR
APPROVAL PRIOR TO MAKING MODIFICATION.
SOIL AMENDMENTS:
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FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MATERIAL/STREET/SIDEWALK
NOTES:
PERMANENT SEEDING NOTES
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ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
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(NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
1. PERMANENT SEEDING, SODDING, OR OTHER MEANS OF STABILIZATION ARE REQUIRED WHEN ALL
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
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ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR PATCHING OR WIDENING STRIPS.
CONSTRUCTION WORK IS COMPLETED ACCORDING TO THE "SEEDING STABILIZATION TIMEFRAMES"
MAINTENANCE:
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3.
PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE EXTENSIONS CAN BE MADE WITHOUT CAUSING
CHART.
ROUGH JOINTS.
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
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4.
WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO PREVENT "HUMPING" AT THAT LOCATION.
2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHOULD BE OBTAINED FOR
ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
5.
STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL.
ADJUSTING PRODUCTS SHOULD BE INCORPORATED TO THE SOIL.
LATE FEBRUARY OR EARLY MARCH.
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SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE, STORM
3. USE A SEEDING MIX OF NON-INVASIVE, NATIVE SPECIES THAT WILL EVENTUALLY PROVIDE A PERMANENT
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DRAIN AND SANITARY SEWER STRUCTURES.
GROUNDCOVER.
EROSION CONTROL/GRADING NOTES:
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IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
4. IMMEDIATE VEGETATIVE COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOIL TESTS,
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INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
OVERSEEDING AND MAINTENANCE UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED.
1. ON -SITE BURIAL PITS REQUIRE AN ONSITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
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8.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS. THE CONTRACTOR SHALL PREPARE CONCRETE
ADMINISTRATOR.
TEST CYLINDERS IN ACCORDANCE WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS AT THE DIRECTION OF THE PROJECT
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE TOWN'S EROSION
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INSPECTOR. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND CYLINDER MOLDS. IT SHALL BE THE RESPONSIBILITY OF THE
SEEDBED PREPARATION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
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CONTRACTOR TO PROTECT THE CYLINDERS UNTIL SUCH TIME AS THEY ARE TRANSPORTED FOR TESTING. AN INDEPENDENT TESTING LAB
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
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SHALL PERFORM TESTING FOR PROJECTS, AT NO COST TO THE CITY/COUNTY. THE CONTRACTOR SHALL PROVIDE EQUIPMENT AND
TOWN'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
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PERFORM TESTS ON CONCRETE FOR A MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 1000 OF THE NCDOT STANDARD
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
SPECIFICATIONS. THESE TESTS SHALL BE PERFORMED AT A FREQUENCY ESTABLISHED BY THE INSPECTOR. THE CONTRACTOR SHALL
AVAILABLE.
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
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REMOVE MATERIALS FAILING TO MEET SPECIFICATIONS.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LASTIr
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ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M. SPECIFICATIONS
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
LAND DISTURBING ACTIVITY.
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C-309, TYPE 1, APPLIED AT A UNIFORM RATE AT ONE (1) GALLON TO 400 SQUARE FEET WITHIN 24 HOURS OF PLACEMENT OF THE CONCRETE.
SEED SCHEDULE). DO NOT USE LIME OR FERTILIZER ON STREAM BANKS OR IN WETLAND AREAS. MULCH
5. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
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ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TO
DOES NOT NEED TO BE USED IN WETLAND AREAS.
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
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PREVENT EROSION.
4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
LAND DISTURBING ACTIVITY.
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ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER
CULTIPACK AFTER SEEDING.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
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OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL
5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
OF THE TOWN OF WAXHAW ENGINEERING DEPARTMENT DIVISION.
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HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, HIGH REQUIRE
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MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
ADEQUATE TERRACING.
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BACKFILL MATERIAL.
LIME, FERTILIZER AND SEEDING RATES.
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
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13.
ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. THE
7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PREVIOUSLY APPROVED.
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FILL AROUND ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTED
PERMANENT COVER IS ESTABLISHED.
9. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
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PRE -CONSTRUCTION MEETING.
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UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
10. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH THE INSPECTOR.
15.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH SIX (6) INCH LAYER OF
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
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BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE
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STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.
AFFECTED PROPERTY OWNERS.
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ALL EXCESS CONCRETE ON THE FRONT EDGE (LIP) OF GUTTER SHALL BE REMOVED WHEN CURB AND GUTTER IS POURED WITH A MACHINE.
12. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON
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ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST TO A DEPTH
THE CURB.
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OF EIGHT (8) INCHES, AND A DENSITY OF 95% STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT (8) INCHES. THE DEVELOPER SHALL
13. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEERING PRIOR TO
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PERFORM ALL TESTS AT NO COST TO THE CITY/COUNTY.
CONSTRUCTION. ENSURE TIE BACKS ARE OUTSIDE RIGHT OF WAY OR 8' BELOW GRADE.
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A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING PLANT MIX ASPHALT DURING COOL WEATHER
14. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
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WHEN THE FOLLOWING CONDITIONS ARE PRESENT:
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER,
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A. AIR TEMPERATURE IS BELOW 60 DEGREES F.
TRASH, JUNK AND OTHER ACCUMULATIONS.
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B. LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE (5) MILES.
15. NON-STANDARD ITEMS (IE: PAVERS, STAMPED CONCRETE, IRRIGATION SYSTEMS, ETC.) IN THE
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C. OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF FACTORS INDICATES THAT MATERIAL SHOULD BE
RIGHT-OF-WAY REQUIRE ARIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH THE (TOWN OF WAXHAW)
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COVERED IN ORDER TO ASSURE PROPER PLACEMENT TEMPERATURE.
BEFORE INSTALLATION.
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CONCRETE OR ASPHALT SHALL NOT BE PLACED UNTIL THE AIR TEMPERATURE MEASURED AT THE LOCATION OF THE CONCRETING
16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
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OPERATION IS AT 35 DEGREES F AND RISING BY 10:00 A.M. CONCRETE OR PAVING OPERATIONS SHOULD BE SUSPENDED WHEN THE AIR
17. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME RESPONSIBILITY FOR
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TEMPERATURE IS 40 DEGREES F AND DESCENDING. THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE IN ACCORDANCE
THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED RETAINING WALLS ON THE SITE. DESIGN OF
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WITH SECTION 420 OF THE NCDOT STANDARD SPECIFICATIONS WHEN THE AIR TEMPERATURE IS AT OR BELOW 35 DEGREES F AND THE
ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3. DETAILED RETAINING WALL DESIGN
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CONCRETE HAS NOT OBTAINED AN AGE OF 72 HOURS.
DRAWINGS, SEALED BY A NC LICENSED ENGINEER. UPON COMPLETION OF WALL, A NC LICENSED ENGINEER
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THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR
WILL SUBMIT A SEALED LETTER TO W.K. DICKSON & CO. INC. THAT RETAINING WALLS WERE CONSTRUCTED
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SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
PER THE ENGINEERING DRAWINGS.
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DESIGN BY:
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ACCORDANCE WITH NCDOT STANDARDS 18. CONTRACTOR SHALL NOT GRADE WITHIN THE 100 YR FEMA FLOOD LINE.
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THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO PREVENT SEDIMENTATION DAMAGE TO ALL
DRAWN BY:
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ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE APPROPRIATE CITY/COUNTY SEDIMENT AND EROSION CONTROL
PROJ. DATE:
DEC. 2019
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24.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
NON-STANDARD ITEMS (IE: PAVERS, STAMPED CONCRETE, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE APPROVAL FROM
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DRAWING NUMBER:
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TOWN OF WAXHAW AND DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE
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INSTALLATION.
CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH SPECIFICATION, CONSTRUCTION DOCUMENTS, TOWN OF WAXHAW STANDARDS,
LANDEAV*R WDICI<SON
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WKD PROJ. NO.:
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NCDEQ STANDARDS, AND NCDOT STANDARDS.
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EROSION CONTROL MAINTENANCE PLAN
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES
SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A
BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS TRACKED ON TO THE PAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD
WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN A 6 INCH DEPTH. THE
REMAINDER OF THE CONSTRUCTION ENTRANCE WILL BE CLASS A STONE. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
6. CONTRACTOR SHALL TAKE ADDITIONAL STEPS AS NEEDED TO ENSURE REESTABLISHMENT OF
VEGETATION IS ACHIEVED IN WETLAND AREAS ON A CASE BY CASE BASIS.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF WAXHAW.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR FROM TOWN OF
WAXHAW TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR
TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO A FINE.
3. INSTALL CONSTRUCTION ENTRANCE (INCLUDING TEMPORARY CONSTRUCTION ENTRANCE CULVERT AND
ASSOCIATED GRADING, SILT FENCE, AND TREE PROTECTION, CLEARING ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
4. INSTALL SEDIMENT BASINS, DIVERSION DITCHES, AND OTHER DEVICES CALLED FOR ON THE PLANS, CLEARING ONLY
AS NECESSARY TO INSTALL THESE DEVICES.
5. COORDINATE WITH THE TOWN OF WAXHAW INSPECTOR TO OBTAIN APPROVAL THAT EROSION CONTROL MEASURES
ARE INSTALLED CORRECTLY. WHEN APPROVED, INSPECTOR SHALL ISSUE THE GRADING PERMIT.
6. CLEAR AND GRUB SITE.
7. MAINTAIN ALL EROSION CONTROL MEASURES OUTLINED ON THE EROSION CONTROL PLANS, NOTES, AND DETAILS.
8. PROCEED WITH CONSTRUCTION.
9. ADJUST EROSION CONTROL MEASURES AS NEEDED DURING CONSTRUCTION. COORDINATE WITH TOWN OF WAXHAW
INSPECTOR.
10. STABILIZATION TIME FRAMES APPLY TO ANY PERIOD OF INACTIVITY. SEE SEEDING STABILIZATION TIME FRAMES.
11. ONCE SITE IS STABILIZED, COORDINATE WITH THE TOWN OF WAXHAW INSPECTOR TO OBTAIN APPROVAL TO REMOVE
EROSION CONTROL MEASURES.
EROSION CONTROL NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND/OR STATE
STANDARDS.
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF
CONSTRUCTION.
3. THE TOTAL DENUDED AREA IS 25.58 ACRES.
4. THE TOTAL SITE ACREAGE IS 45.14 ACRES.
5. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE FIELD BY
CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S RECOMMENDATIONS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE TOWN OF WAXHAW.
7. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO DRAIN TO EROSION
CONTROL DEVICES.
8. ALL INLETS AND CATCH BASINS SHOULD BE PROTECTED AND MAINTAINED BY SILT SACK OR EQUAL INLET
PROTECTION IN ADDITION TO THE MEASURES SHOWN.
9. AN EROSION AND SEDIMENT CONTROL PLAN REQUIRED FOR ANY OFF -SITE BORROW OR WASTE AREA
ASSOCIATED WITH THIS SITE WILL BE CONSIDERED THE RESPONSIBILITY OF THE PERSON(S) FINANCIALLY
RESPONSIBLE FOR THE LAND DISTURBING ACTIVITY. THE DELEGATION OF THIS RESPONSIBILITY TO THE
CONTRACTOR IS CONSIDERED AN OWNER/CONTRACTOR AGREEMENT.
10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
11. FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES AND EVERY (7) SEVEN DAYS, CONTRACTOR
SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. THIS INCLUDES
BUT IS NOT LIMITED TO SILT FENCE, CONSTRUCTION ENTRANCES, SILT FENCE OUTLET DEVICES, AND INLET
PROTECTION. TYPICAL MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES SUCH AS
UNDERMINING AND DEBRIS BUILDUP AROUND SILT FENCE.
12. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE DISTURBED AREA AND TO ENSURE THAT
THE DISTURBED AREAS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.
13. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION
AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO ALTERNATIVES ARE REASONABLY
AVAILABLE.
14. LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
15. SILT FENCE SHALL BE INSTALLED AT LEAST 5 FEET OFF THE TOE OF ALL FILL SLOPES.
16. SILT FENCE SHALL BE INSTALLED AT LEAST 10 FEET OFF THE TOE OF ALL FILL SLOPES GREATER THAN 10 FEET
IN HEIGHT.
17. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
18. ADDITIONAL MEASURES MAY BE REQUIRED - THE APPLICANT IS RESPONSIBLE FOR THE CONTROL OF
SEDIMENT ON -SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE
INSUFFICIENT, THE APPLICANT MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM
LEAVING THIS SITE.
19. NO CONCRETE WASHOUTS OR ANY SIMILAR TYPE USE MAY BE LOCATED WITH FIFTY (50') OF A CATCH BASIN,
DRAINAGE INLET OR ANY OTHER SIMILAR STRUCTURE.
20. AN EROSION CONTROL INSPECTION IS REQUIRED AT THE BEGINNING AND END OF EACH PHASE OF THE
EROSION CONTROL PLAN. UNTIL ONE PHASE IS INSPECTED AND PASSED ANOTHER CANNOT BEGIN.
NPDES Stormwater Discharge Permit for Construction Activities (NCG01) NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
;It -
Perimeter dikes, swales, ditches, slopes
7 days
None
s High Quality Water (HQ" Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 flatter
14 days
7 days for than 60' in length.
or
slopes greater
All other areas with slopes Flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
TOWN OF WAXHAW EROSION CONTROL NOTES--
1 . IF DISTURBING LESS THAN 1 ACRE, ADD THIS NOTE: GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN
14 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS SHALL BE APPLIED WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS SOONER.
SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION.
2. IF DISTURBING 1 ACRE OR MORE, ADD THIS NOTE: AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL OTHER
DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND
STABILIZATION TIMEFRAME EXEMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT NCGO10000 UNDER SECTION
2.B. GROUND STABILIZATION.
3. NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO INSTALL EROSION CONTROL MEASURES, MAY
COMMENCE PRIOR TO APPROVAL BY THE SEDIMENTATION AND EROSION CONTROL INSPECTOR.
4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC SITE CONDITIONS.
5. CONTACT THE TOWN OF WAXHAW SEDIMENTATION AND EROSION CONTROL INSPECTOR, AT 704-843-2195, FOR A PRE -
CONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
6. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND
APPROVAL HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW SEDIMENTATION AND EROSION CONTROL INSPECTOR.
7. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH THE TOWN OF WAXHAW ENGINEERING, STANDARDS
AND PROCEDURES MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION.
8. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL MEET WITH THE TOWN OF WAXHAW SEDIMENTATION
AND EROSION CONTROL INSPECTOR PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES.
9. SITE GRADING IS TO BE COVERED UNDER THE GENERAL STORMWATER PERMIT NCG010000. ANY LAND DISTURBING
ACTIVITY > 1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL PERMIT UNDER THE NPDES. ANY
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY TOWN OF WAXHAW.
10. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD, DEBRIS AND/OR ANY OBJECTIONABLE MATERIAL WILL BE REMOVED
IMMEDIATELY PER TOWN OF WAXHAW ORDINANCE.
11. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF NORTH CAROLINA WHO PREPARED THE EROSION
CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL ENVIRONMENTAL WETLANDS,
PERENNIAL AND INTERMITTENT STREAMS AND BUFFERS SHOWN ON THE PLANS.
12. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND
ELEVATIONS, WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN OF WAXHAW, THROUGH
THE APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
THIS DOCUMENT.
13. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS IMMEDIATELY UPON INSTALLATION OF BASINS AND
INLETS.
14. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY, ONE
ACRE IS REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS WELL AS DOCUMENTATION OF A PROJECT
AFTER EACH PHASE OF THE PROJECT, IS REQUIRED. SELF INSPECTION REPORTS, APPROVED PLANS AND THE EROSION
CONTROL CERTIFICATE SHALL BE KEPT ON SITE AT ALL TIMES.
15. ALL EROSION CONTROLS (SLOPE DRAINS, CHECK DAMNS, SILT FENCE OUTLETS, ETC..) MUST BE INSTALLED PER PLAN
OR THE APPROVAL OF THE SEDIMENTATION AND EROSION CONTROL COULD BE ADVERSELY AFFECTED.
16. SILT FENCE SHOULD BE LOCATED (10) TEN FEET FROM TOE OF SLOPE WHERE POSSIBLE.
17. STONE SILT FENCE OUTLETS SHOULD BE LOCATED ONE FOOT ABOVE LOW POINTS.
18. FABRIC MUST BE INSTALLED UNDER STONE USED IN ALL ROCK OUTFALLS, FOREBAY BERMS, EMERGENCY SPILLWAYS,
ETC.. THE FABRIC MUST BE EXTENDED AROUND SIDE SLOPES OF RIP -RAP OUTFALLS EVEN IF FLARED END SECTION IS
USED.
19. MATERIAL FOR BASIN BAFFLES IS TO TIE STRAIGHT INTO BANK OF BASINS AS SHOWN IN DETAILS. IF END OF BAFFLES IS
TURNED DOWN TO TIE IN TO BANK THE SEDIMENTATION AND EROSION CONTROL INSPECTION COULD BE FAILED.
20. ALL EROSION CONTROLS (RISERS W/ TRASH RACKS, SKIMMERS, OUTFALLS, DITCHES, ETC...) MUST BE INSTALLED PER
THE APPROVED PLAN OR THE SEDIMENTATION AND EROSION CONTROL INSPECTION COULD FAIL. IF CHANGES ARE
PROPOSED THEY NEED TO BE APPROVED BY THE TOWN OF WAXHAW SEDIMENTATION AND EROSION CONTROL
INSPECTOR.
21. EXCAVATION OF TEMPORARY BASINS THAT ARE INTENDED TO BE CONVERTED TO PERMANENT BASINS CAN BE
EXCAVATED TO PERMANENT BASIN CONFIGURATION BUT THE TOWN OF WAXHAW SEDIMENTATION AND EROSION
CONTROL INSPECTOR MUST BE NOTIFIED.
22. ALL TEMPORARY BASINS, TEMPORARY DIVERSION DITCHES, ETC... MUST BE STABILIZED PRIOR TO CALLING FOR THE
SEDIMENTATION AND EROSION CONTROL INSPECTION.
23. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED 48 HOURS PRIOR TO COMMENCING ANY TYPE OF WORK ON SITE.
24. AFTER THE PRE -CONSTRUCTION MEETING IS HELD, THE AREAS THAT NEED TO BE CLEARED FOR INSTALLATION OF
EROSION CONTROL CAN BE CLEARED AND GRUBBED ONLY. IF IT IS INTENDED TO CLEAR OTHER AREAS OF THE SITE AT
THIS TIME THE CONTRACTOR MUST CONTACT THE TOWN OF WAXHAW SEDIMENTATION AND EROSION CONTROL
INSPECTOR TO RECEIVE APPROVAL TO DO SO. IF THIS IS ALLOWED, THE TREES MAY BE REMOVED BUT THE STUMPS
CANNOT BE GRUBBED (REMOVED) UNTIL THE EROSION CONTROLS HAVE BEEN INSTALLED AND RECEIVED APPROVAL
DURING THE SEDIMENTATION AND EROSION CONTROL INSPECTION.
25. IF EROSION CONTROL FEATURES ARE NOT FUNCTIONING PROPERLY, TOWN OF WAXHAW EROSION CONTROL
INSPECTORS HAVE THE AUTHORITY TO REQUIRE ADDITIONAL CONTROLS.
26. A 10 FOOT CLEAR ZONE FOR SILT FENCE SHOULD BE PROVIDED AT TOE OF GRADED SLOPES. IF THIS CLEARANCE IS
NOT POSSIBLE, REINFORCED SILT FENCE MAY BE NECESSARY AS DIRECTED BY THE TOWN OF WAXHAW EROSION
CONTROL INSPECTOR.
LANDSCAPE GENERAL NOTES:
1. ALL PLANTS TO BE WELL FORMED SPECIMEN QUALITY WITH FULL, VIGOROUS GROWTH OF THE SIZE INDICATED. ALL TREES SHALL BE
NURSERY GROWN AND MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 1990, PART 1,"SHADE AND FLOWERING TREES").
MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER, 8' TALL IF SINGLE STEM, MINIMUM 8' TALL AND 3 STEMS MAXIMUM IF MULTI -STEM.
MULCH IS REQUIRED; STAKING/GUYING IS OPTIONAL.
2. APPLY ANTI -TRANSPARENT TO EVERGREEN STOCK AND TO ALL DECIDUOUS STOCK IN LEAF PRIOR TO DIGGING OR SHIPPING.
3. BACKFILL PLANTS WITH A PREPARED SOIL MIX OF 8 PARTS TOPSOIL, 3 PARTS MULCH, AND ONE PART WELL ROTTED MANURE. ALL
STRAPPING AND TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM THE ROOT BALL PRIOR TO TO BACK FILLING
PLANTING PIT.
4. FERTILIZE WITH 6-6-12 FERTILIZER BEFORE MULCHING AT THE FOLLOWING RATES:
TREES: 1.5 POUNDS/CALIPER INCH
SHRUBS: .25 POUND /FOOT OF SPREAD
GROUND COVERS: 30 POUNDS/1000 SQUARE FEET
5. TREAT SOIL WITH HERBICIDE PRIOR TO PLANTING.
6. APPLY WATER AS NEEDED TO MAINTAIN HEALTHY GROWTH. CONTINUE UNTIL THE OWNER HAS ACCEPTED THE PROJECT.
7. APPLY 3" OF PINE STRAW MULCH IN ALL PLANTING BEDS AND A MIN 4' DIA. AROUND ALL NEW TREES.
8. BED LINES ARE TO BE SMOOTH FOR EASE OF MAINTENANCE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
10. QUANTITIES SHOWN ON THE PLANT SCHEDULE ARE FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
QUANTITIES AS SHOWN ON THE PLAN.
11. PLANTS ARE TO GUARANTEED ONE YEAR FROM THE DATE OF ACCEPTANCE. THE CONTRACTOR SHALL SUBMIT WRITTEN
INSTRUCTIONS TO THE OWNER FOR CARE OF THE MATERIAL. THE CONTRACTOR SHALL VISIT THE SITE PERIODICALLY AND NOTIFY
THE OWNER IN WRITING IF THESE INSTRUCTIONS ARE NOT BEING FOLLOWED. THE CONTRACTOR IS RESPONSIBLE FOR PLANT
MATERIAL UNTIL THE OWNER HAS ACCEPTED THE PROJECT.
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS: REMOVE COMPACTED SOIL
AND ADD 24" NEW TOPSOIL/PLANTING MIX OR UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE).
13. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL TOWN OF WAXHAW AND UTILITY COMPANY TO RESOLVE BEFORE PLANTING.
14.15. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES).
15. ALL MULTI -STEM PLANTS MUST BE TERR FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
16. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING
PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
17. LARGE MATURING TREES MAY NOT BE PLANTED WHERE DISTRIBUTION OR TRANSMISSION LINES EXIST. IF TREES CONFLICT WITH
POWER LINES OR SIGNS, CALL TOWN OF WAXHAW PLANNING DEPARTMENT TO RESOLVE BEFORE PLANTING. SEE UTILITY PLANS TO
KEEP STREET TREES FROM BEING PLANTED ON OR CLOSE TO PROPOSED UTILITIES.
18. STREET TREES SHALL BE PLACED 40 FEET TO 65 FEET ON CENTER
19. SMALL MATURING TREES SHALL BE LOCATED INSIDE OF RIGHT-OF-WAY PLANTING STRIP.
20. EXTERIOR PERIMETER: EXISTING TREES EIGHT (8) INCHES OR LARGER DBH AND UNDERSTORY TREES FOUR (4) INCHES OR LARGER
DBH SHALL BE PRESERVED WITHIN TWENTY (20) FEET OF THE EXTERIOR PERIMETER OF ANY SUBDIVISION.
21. STREET TREES SHALL BE PLACED BETWEEN 40 FEET AND 65 FEET ON CENTER.
22. SMALL MATURING TREES SHALL BE LOCATED INSIDE THE RIGHT OF WAY IN PLANTING STRIP.
23. TREES SHALL BE SELECTED FROM THE APPROVED WAXHAW TREE SPECIES LIST AND MUST MATCH THE GENUS & SPECIES IDENTIFIED
FROM THE APPROVED SMALL MATURING TREE LIST(SECTION 9.21.15), PROVIDED THAT ADDITIONAL SPECIES MAY BE USED SUBJECT TO
SPECIFIC APPROVAL OF THE ADMINISTRATOR.
24. APPROVED GENUS AND SPECIES NAME SHOULD MATCH TREE SPECIES LIST.
3/4" NYLON STRAP
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
3 - 1 "x2"x18" WOOD STAKES -
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
REMOVE TOP 1/3 BURLAP
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN '
AT THE CORRECT HEIGHT. FIRM SOIL UNDER R007 BALL.
ROOT BALL DIA.
- VARIES -
NtITFC-
1. REMOVE WIRE AND NYLON TWINE FROM
BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN
-/ R.O.W. OR UPON REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND
DISPOSE OF IN A LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
6" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
UNDISTURBED SOIL
12"
4" MAXIMUM LAYER OF MULCH
FINISH GRADE
BACKFILL AS SPECIFIED
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
PLANTING IN STREET RIGHT-OF-WAY GENERAL NOTES:
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN
ARE TO COMPLY WITH THE TOWN ZONING REQUIREMENTS. ALL INSTALLATIONS
OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH
NCDOT. TREES INSTALLED WITHIN TOWN MAINTAINED RIGHT-OF-WAY LIMITS
SHALL BE PER TOWN REQUIREMENTS. TREES INSTALLED WITHIN THE RIGHT OF
WAY OF STATE MAINTAINED STREETS REQUIRE A PLANTING PERMIT FROM
NCDOT. NCDOT'S REVIEW AND APPROVAL PROCESS MAY INCLUDE ADDITIONAL
REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED FOR ALL IRRIGATED PLANTING AREAS
LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRAINAGE SYSTEMS
REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY NCDOT FOR
STATE -MAINTAINED ROADS. CONTACT NCDOT FOR ADDITIONAL INFORMATION
REGARDING COST, SUBMITTAL AND LIABILITY INSURANCE COVERAGE
REQUIREMENTS.
3. LANDSCAPE INSPECTIONS MAY INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PLANTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL INSPECTIONS SHALL BE PERFORMED BY TOWN AND/OR COUNTY.
STREET LIGHTING NOTES:
1. ALL PUBLIC STREET, SIDEWALK, AND OTHER COMMON AREAS OR
FACILITIES IN SHALL BE SUFFICIENTLY ILLUMINATED TO ENSURE THE
SECURITY OF PROPERTY AND THE SAFETY OF PERSONS USING SUCH
STREETS, SIDEWALK, AND OTHER COMMON AREAS OR FACILITIES.
2. STREETLIGHTS SHALL BE RATED A MINIMUM OF 9500-LUMEN, AND
SHALL BE 100 WATT HIGH PRESSURE SODIUM VAPOR LOCATED AT
ALL INTERSECTIONS AND MID -BLOCK LOCATIONS WITH INTERVALS
NOT EXCEEDING 250 FEET.
3. ALL STREETLIGHTS SHALL BE PLACED AT LEAST TWO (2) FEET
INWARD (I.E. AWAY FROM THE STREET) FROM THE SIDEWALK.
4. STREET LIGHTING, STREET SIGNS, MAILBOXES - WILL BE SIMILAR TO
EXISTING MILLBRIDGE DEVELOPMENT. (SEE PRELIMINARY
SUBDIVISION PLANS FOR PHASE 4)
SEEDING NOTES:
1. SCARIFY SOIL TO A DEPTH OF FOUR INCHES. REMOVE ALL CLUMPS,
STONES, AND FOREIGN MATERIAL.
2. APPLY LIME AT THE RATE OF 90 POUNDS PER 1000 SQUARE FEET
AND 0-14-14 FERTILIZER AT THE RATE OF 6 POUNDS PER 1000
SQUARE FEET. THOROUGHLY MIX WITH SOIL.
3. RAKE LAWN SMOOTH AND INSURE POSITIVE DRAINAGE.
4. APPLY 18-5-9 TURF GRADE FERTILIZER AT THE RATE OF 6 POUNDS
PER 1000 SQUARE FEET.
5. SEED SHALL BE FESCUE - REBEL APPLIED AT THE RATE OF 5 POUNDS
PER 1000 SQUARE FEET OR AN APPROVED EQUAL.
6. ROLL WITH A WEIGHTED ROLLER AND MULCH WITH 75 POUNDS
WHEAT STRAW PER 1000 SQUARE FEET.
LANDEANI/0Wl<
community infrastructure consultants
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community infrastructure consultants
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C8.1
WKD PROJ. NO.:
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PIPE TABLE: BMP #1
UPSTREAM
NODE
DOWNSTREAM
NODE
LENGTH (FT)
CONSTRUCTED
SLOPE
SECTION
SIZE (IN)
UPSTREAM INVERT
ELEVATION
DOWNSTREAM INVERT
ELEVATION
CB-102
MH-101
146
2.27%
36
570.20
566.90
CB-103
CB-102
77
1.53%
36
571.49
570.30
CB-104
CB-103
86
1.05%
30
572.89
571.99
CB-105
CB-104
25
1.39%
24
574.73
574.39
CB-106
CB-105
96
3.87%
24
578.45
574.73
CB-107
CB-106
46
5.65%
24
581.04
578.45
CB-108
CB-107
144
6.04%
24
589.74
581.04
CB-109
CB-108
20
0.50%
18
592.31
592.21
CB-110
CB-109
62
6.66%
18
596.42
592.31
CB-111
CB-110
39
6.44%
15
599.21
596.67
CB-112
CB-103
20
2.00%
36
572.49
572.09
�c MH-101
FES-100
26
0.70%
36
562.18
562.00
MH-113
CB-112
33
4.93%
36
574.13
572.49
SB-114
MH-113
104
0.55%
36
574.90
574.33
SB-116
CB-108
52
0.50%
24
590.50
590.24
* SEE STORM DRAINAGE NOTES FOR GASKET CALL -OUT
SEE C9.7 - DETAILS - BMP #1 FOR PERMANENT POOL
Structure Table
Structure Name
Structure Details
RIM = 580.439
CB-102
INV OUT = 570.204
RIM = 579.482
CB-103
INV OUT = 571.490
RIM = 580.393
CB-104
INV OUT = 572.890
RIM = 580.745
CB-105
INV OUT = 574.730
RIM = 584.454
CB-106
INV OUT = 578.450
RIM = 587.063
CB-107
INV OUT = 581.040
RIM = 596.805
CB-108
INV OUT = 589.741
RIM = 596.805
CB-109
INV OUT = 592.310
RIM = 600.934
CB-110
INV OUT = 596.420
RIM = 603.489
CB-111
INV OUT = 599.210
RIM = 579.482
CB-112
INV OUT = 572.490
FES-100
RIM = 565.417
RIM = 571.667
MH-101
INV OUT = 562.180
RIM = 582.035
MH-113
INV OUT = 574.134
RIM = 579.733
SB-114
INV OUT = 574.900
RIM = 595.500
SB-116
INV OUT = 590.500
Structure Table
Structure Name
Structure Details
RIM = 580.819
CB - 202
INV OUT = 566.762
RIM = 578.097
CB - 203
INV OUT = 567.241
RIM = 577.445
CB - 204
INV OUT = 567.528
RIM = 578.755
CB - 206
INV OUT = 567.886
RIM = 578.454
CB - 207
INV OUT = 567.998
RIM = 578.455
CB - 208
INV OUT = 571.790
RIM = 580.458
CB - 209
INV OUT = 572.308
RIM = 582.461
CB - 210
INV OUT = 577.530
RIM = 583.860
CB - 211
INV OUT = 578.720
RIM = 587.339
CB - 212
INV OUT = 579.360
RIM = 580.821
CB - 215
INV OUT = 576.581
RIM = 583.832
CB - 218
INV OUT = 573.410
RIM = 583.833
CB - 219
INV OUT = 573.510
RIM = 580.459
CB - 220
INV OUT = 576.208
RIM = 583.868
CB - 224
INV OUT = 579.618
RIM = 587.339
CB - 225
INV OUT = 579.660
RIM = 577.445
DCB - 205
INV OUT = 567.628
RIM = 579.678
DI - 216
INV OUT = 576.740
RIM = 583.500
DI-217
INV OUT = 579.750
RIM = 577.500
DI-221
INV OUT = 573.000
PIPE TABLE: BMP #2
UPSTREAM
NODE
DOWNSTREAM
NODE
LENGTH (FT)
CONSTRUCTED
SLOPE
SECTION
SIZE (IN)
UPSTREAM INVERT
ELEVATION
DOWNSTREAM INVERT
ELEVATION
CB - 202
MH - 201
145
3.81 %
36
566.76
561.21
CB - 203
CB - 202
94
0.51 %
36
567.24
566.76
CB - 204
CB - 203
59
0.48%
36
567.53
567.24
CB - 206
DCB - 205
51
0.50%
30
567.89
567.63
CB - 207
CB - 206
22
0.50%
30
568.00
567.89
CB - 208
CB - 207
54
0.57%
30
571.79
571.48
CB - 209
CB - 208
104
0.50%
30
572.31
571.79
CB - 210
CB - 209
105
1.90%
18
577.53
575.53
CB - 211
CB - 210
51
1.95%
18
578.72
577.73
CB - 212
CB - 211
88
0.50%
18
579.36
578.92
CB - 215
CB - 202
20
0.50%
15
576.58
576.48
CB - 218
CB - 206
141
0.64%
15
573.41
572.51
CB - 219
CB - 218
20
0.50%
15
573.51
573.41
CB - 220
CB - 209
20
0.50%
15
576.21
576.11
CB - 224
CB - 211
20
0.50%
15
579.62
579.52
CB - 225
CB - 212
20
0.50%
18
579.66
579.56
DCB - 205
CB - 204
20
0.50%
30
567.63
567.53
DI - 216
CB - 215
32
0.50%
15
576.74
576.58
DI - 217
DI - 216
144
2.10%
15
579.75
576.74
DI - 221
CB - 209
38
0.50%
24
573.00
572.81
DI - 222
DI - 221
159
3.15%
18
578.50
573.50
DI - 223
DI - 222
100
2.99%
15
581.75
578.75
DI - 229
CB - 225
144
1.64%
15
582.22
579.86
DI - 230
DI - 229
56
1.66%
15
585.75
584.82
DI - 231
DI - 230
156
3.85%
15
591.75
585.75
DI - 232
MH - 201
93
0.50%
15
562.50
562.03
DI - 233
DI - 232
195
0.64%
15
563.75
562.50
* MH - 201
FES - 200
27
0.50%
36
554.14
554.00
* SEE STORM DRAINAGE NOTES FOR GASKET CALL -OUT
SEE C9.8 - DETAILS - BMP #2 FOR PERMANENT POOL
Structure Table
Structure Name
Structure Details
RIM = 582.498
DI - 222
INV OUT = 578.496
RIM = 585.497
DI - 223
INV OUT = 581.746
RIM = 590.030
DI - 229
INV OUT = 582.220
RIM = 589.500
DI - 230
INV OUT = 585.750
RIM = 595.500
DI-231
INV OUT = 591.750
RIM = 568.500
DI - 232
INV OUT = 562.502
RIM = 568.500
DI - 233
INV OUT = 563.750
FES - 200
RIM = 557.417
RIM = 569.722
MH-201
INV OUT = 554.138
Structure Table
Structure Name
Structure Details
RIM = 584.146
CB-302
INV OUT = 571.470
RIM = 587.934
CB-303
INV OUT = 572.820
RIM = 595.019
CB-304
INV OUT = 584.440
RIM = 599.930
CB-305
INV OUT = 591.480
RIM = 605.120
CB-306
INV OUT = 593.100
RIM = 605.120
CB-307
INV OUT = 593.200
RIM = 601.806
CB-308
INV OUT = 593.420
RIM = 601.806
CB-309
INV OUT = 593.520
RIM = 584.136
CB-317
INV OUT = 571.820
RIM = 582.615
CB-318
INV OUT = 572.670
RIM = 582.552
CB-319
INV OUT = 572.800
RIM = 583.740
CB-320
INV OUT = 573.250
RIM = 583.592
CB-321
INV OUT = 573.480
RIM = 583.591
CB-322
INV OUT = 577.580
RIM = 582.413
CB-323
INV OUT = 578.060
RIM = 582.413
CB-324
INV OUT = 578.160
RIM = 587.902
CB-326
INV OUT = 576.870
RIM = 595.019
CB-329
INV OUT = 584.740
RIM = 592.569
CB-330
INV OUT = 584.970
RIM = 592.569
CB-331
INV OUT = 585.320
PIPE TABLE: BMP #3
UPSTREAM
NODE
DOWNSTREAM
NODE
LENGTH (FT)
CONSTRUCTED
SLOPE
SECTION
SIZE (IN)
UPSTREAM INVERT
ELEVATION
DOWNSTREAM INVERT
ELEVATION
�c CB-302
MH-301
80
2.76%
24
571.47
569.27
CB-303
CB-302
90
1.28%
24
572.82
571.67
CB-304
CB-303
225
0.86%
18
584.44
582.50
CB-305
CB-304
201
3.40%
18
591.48
584.64
CB-306
CB-305
115
1.41 %
18
593.10
591.48
CB-307
CB-306
20
0.50%
18
593.20
593.10
CB-308
CB-307
43
0.51 %
18
593.42
593.20
CB-309
CB-308
20
0.50%
18
593.52
593.42
CB-317
CB-302
20
0.50%
18
571.82
571.72
CB-318
CB-317
63
0.56%
15
572.67
572.32
CB-319
CB-318
22
0.60%
15
572.80
572.67
CB-320
CB-319
97
0.47%
15
573.25
572.80
CB-321
CB-320
45
0.51 %
15
573.48
573.25
CB-322
CB-321
20
0.50%
15
577.58
577.48
CB-323
CB-322
95
0.50%
15
578.06
577.58
CB-324
CB-323
20
0.50%
15
578.16
578.06
CB-326
CB-303
20
0.50%
24
576.87
576.77
CB-329
CB-304
20
0.50%
18
584.74
584.64
CB-330
CB-329
46
0.50%
18
584.97
584.74
CB-331
CB-330
20
0.50%
15
585.32
585.22
DI-325
CB-323
50
0.57%
15
578.34
578.06
DI-327
CB-326
72
0.50%
18
577.23
576.87
DI-328
DI-327
54
0.50%
18
577.50
577.23
DI - 311
MH - 310
13
4.07%
18
578.40
577.88
DI - 312
DI - 311
140
4.07%
18
584.12
578.40
DI - 313
DI - 312
158
2.44%
18
588.17
584.32
DI - 314
DI - 313
164
2.42%
15
592.34
588.37
DI - 315
DI - 314
156
4.67%
15
599.82
592.54
DI - 316
DI - 315
126
4.31 %
15
605.47
600.02
�c MH-301
FES-300
14
0.50%
24
569.07
569.00
*MH - 310
MH-301
87
7.06%
181
575.43
569.27
* SEE STORM DRAINAGE NOTES FOR GASKET CALL -OUT
SEE C9.9 - DETAILS - BMP #3 FOR PERMANENT POOL
Structure Table
Structure Name
Structure Details
RIM = 582.500
DI-325
INV OUT = 578.342
RIM = 582.500
DI-327
INV OUT = 577.230
RIM = 582.500
DI-328
INV OUT = 577.500
RIM = 583.500
DI - 311
INV OUT = 578.398
RIM = 589.500
DI - 312
INV OUT = 584.115
RIM = 593.500
DI-313
INV OUT = 588.170
RIM = 597.500
DI - 314
INV OUT = 592.340
RIM = 604.500
DI - 315
INV OUT = 599.820
RIM = 613.600
DI - 316
INV OUT = 605.470
FES-300
RIM = 571.333
RIM = 574.479
M H-301
INV OUT = 569.072
RIM = 583.765
MH - 310
INV OUT = 575.425
Structure Table
Structure Name
Structure Details
RIM = 565.733
BMP #1
INV OUT = 561.900
RIM = 557.733
BMP #2
INV OUT = 553.900
RIM = 568.056
BMP #3
INV OUT = 565.306
FES - BMP #1
RIM = 564.344
FES - BMP #2
RIM = 556.885
FES - BMP #3
RIM = 567.333
PIPE TABLE: Outfalls
UPSTREAM
NODE
DOWNSTREAM
NODE
LENGTH (FT)
CONSTRUCTED
SLOPE
SECTION
SIZE (IN)
UPSTREAM INVERT
ELEVATION
DOWNSTREAM INVERT
ELEVATION
BMP #1
FES - BMP #1
194
0.50%
36
561.90
560.93
BMP #2
FES - BMP 42
74
0.58%
36
553.90
553.47
BMP #3
FES - BMP #3
1 61
1 0.50%
1 24
1 565.31
1 565.00
STORM DRAINAGE NOTES:
CONTRACTOR SHALL USE THE FOLLOWING DETAILS FOR STORM STRUCTURES. ANY CHANGES SHALL
BE APPROVED BY ENGINEER AND THE TOWN OF WAXHAW.
DROP INLET (DI): NCDOT DETAIL #840.14 AND NCDOT #840.26 FOR PIPES 36" AND LARGER
CATCH BASIN (CB): NCDOT DETAIL #840.02
DOUBLE CATCH BASIN (DCB): SEE DETAILS
MANHOLE (MH): NCDOT DETIL #840.31
ALL STORM DRAINAGE PIPE IS CLASS III RCP UNLESS OTHERWISE NOTED.
ALL STORM DRAINAGE PIPES ARE - 36" AND ALL STORM DRAINAGE EASEMENTS PROVIDED ARE 20'
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH
IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
STORM DRAINAGE PIPES SHALL NOT BE CONNECTED TO BOXES AT THE CORNERS
OR AT SEVERE ANGLES
*PIPE SHALL BE INSTALLED WITH PRESS -SEAL 4G NITRILE PIPE GASKETS OR OTHER
APPROVED EQUAL WHERE PIPE INVERT IS BELOW PERMANENT POOL ELEVATION
NOTED ON POND DETAIL SHEETS
RETAINING WALL NOTES:
1, CONTRACTOR IS RESPONSIBLE FOR HAVING ALL RETAINING WALLS DESIGNED, SEALED, AND CONSTRUCTION CERTIFIED BY
REGISTERED PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING
CODES/ORDINACES.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BUILDING PERMIT FOR RETAINING WALL PER STATE AND LOCAL BUILDING CODES.
3. CONTRACTOR AND CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER ARE RESPONSIBLE FOR PERFORMING OR CAUSING TO BE
PERFORMED ANY REQUIRED TESTS, STUDIES, ANALYSIS, ETC THAT MAY BE NEEDED TO SUPPORT THE DESIGN OF THE RETAINING WALLS
INCLUDING GLOBAL STABILITY ANALYSIS, TRIAXIAL SHEAR TESTS, AND OTHER TESTS, STUDIES, ANALYSIS, ETC AS MAY BE IDENTIFIED
DURING THE DESIGN OF THE WALLS - MINIMUM REQUIREMENTS INCLUDE THE FOLLOWING:
A
C
COMPONENT
REINFORCED ZONE SOILS
RETAINED ZONE SOILS
FOUNDATION BEARING ZONE SOILS
WALL DESIGN STABILITY ANALYSIS
FAILURE TYPE
TEST
STANDARD PROCTOR
ATTERBERG LIMITS
GRAIN SIZE ANALYSIS
TRIAXIAL SHEAR
STANDARD PROCTOR
ATTERBERG LIMITS
GRAIN SIZE ANALYSIS
TRIAXIAL SHEAR
STANDARD PROCTOR
ATTERBERG LIMITS
GRAIN SIZE ANALYSIS
TRIAXIAL SHEAR
GLOBAL STABILITY
SLIDING
OVERTURNING
ECCENTRICITY
BEARING FAILURE
EXCESSIVE SETTLEMENT
INTERNAL STABILITY
OUTSIDE INFLUENCING FORCES INCLUDED IN DESIGN
OTHER INFORMATION FOR EACH COMPONENT (REINFORCED, RETAINED, AND FOUNDATIO
FRICTION ANGLE (PHI) PROVIDED BY GEOTECHNICAL ENGINEER
COHESION COEFFICIENT (C) PROVIDED BY GEOTECHNICAL ENGINEER
SOIL UNIT WEIGHT PROVIDED BY GEOTECHNICAL ENGINEER
RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS PROVIDED BY GEOTECHNICAL ENGINEER
SOIL CLASSIFICATION PROVIDED BY ENGINEER
4. CONTRACTOR IS RESPONSIBLE FOR HAVING THE REGISTERED PROFESSIONAL ENGINEER WHO DESIGNED THE RETAINING WALLS
CERTIFY THAT THE RETAINING WALLS WERE BUILT AND ARE IN CONFORMANCE WITH THE RETAINING WALL DRAWINGS, THESE SPECIFIC
NOTES, AND THE CONSTRUCTION DOCUMENTS.
5. CONTRACTOR AND HIS REGISTERED PROFESSIONAL ENGINEER MAY NOT EXCLUDE OR ASSIGN TO OTHERS ANY OF THE OBLIGATIONS OR
ITEMS NOTED.
6. FENCING SHALL BE INSTALLED ALONG THE TOP OF RETAINING WALLS. FENCE TYPE, LENGTH, AND HEIGHT SHALL BE PER THE
DEVELOPER'S SPECIFICATIONS. ALL RETAINING WALL DESIGNS SHALL BE SUBMITTED AND APPROVED THROUGH THE TOWN OF
WAXHAW PRIOR TO ANY CONSTRUCTION.
1w,momwi<
LANDEAVOR WDICI<SON
community infrastructure consultants
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community infrastructure consultants
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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PROJ. MGR.: WGB
DESIGN BY: CJH
DRAWN BY: CJH
PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C8.2
WKD PROJ. NO.:
20170279.00. C L

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BEGIN TRANSITION AT
AT END OF RADIUS
SEE STD. NO. 121.'
ARIES
FOR MORE DETAIL
2'-0" VALLEY GUTTER
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EXPANSION JOINT
6
z
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STEEL HOOD CATCH BASIN
3'-0"
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EXPANSION JOINT
2'-0" VALLEY GUTTER
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
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TOWN OF WAXHAW CATCH BASIN PLACEMENT AT INTERSECTIONS
LAND DEVELOPMENT STANDARDS
122.1
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in
4'-0" MIN. BACK OF WALK
EE NOTE'1
EXP. JOINT Q I < EXP. JOINT
SIDEWALK �_ t
FRONT OF WALK
BACK OF GUTTER
PLANTING STRIP - +_+ + + + GUTTER LIP
NOTES:
1. IF TURNING SPACE IS CONTINUE JOINT AT 4'-0" MIN.
CONFINED BY CURB OR BACK OF GUTTER Fl OWLJNE
VERTICAL SURFACE AT VARI VARIES
BACK OF THE TURNING TRUNCATED DOMES
SPACE, THE MINIMUM PLAN VIEW -PARALLEL PER STD. NO. 132.1
WIDTH MUST INCREASE
TO 5'-0" MIN. RAMP WITH PLANTING STRIP
2. ENSURE FLUSH
CONDITIONS AT CURB
RAMP TO GUTTER
TRANSITION.
PLANTING
STRIPW
CONTINUE JOINT AT
BACK OF GUTTER
BACK OF WALK
FRONT OF WALK
r BACK OF GUTTER
currER UP
FLOWUNE
TRUNCATED DOMES
PER STD. NO. 132.1
SLOPE "A' 1.5% (2.00R MAX)
SLOPE "B" 7.5X (8.33X MAX)
SLOPE "C" 1OX MAX
PLAN VIEW -DIAGONAL RAMP
WITH PLANTING STRIP
NOT TO SCALE
TOWN OF WAXHAW ACCESSIBLE RAMP STANDARD
LAND DEVELOPMENT STANDARDS
2'-0" VALLEY GUTTER 127.1
NOTES: 0M4-3
1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A
GUARDRAIL SECTION, END -OF -ROADWAY MARKER SIGNS 0)
(OM4-3. 24"x24 SOLID RED) SHALL BE PROVIDED. I PAVEMENT
PROPERTY
2. SIGNS ARE TO BE PLACED BEHIND THE BARRICADE (SEE LINE
DETAILS 706.1), EVENLY SPACED WITH ONE SIGN PLACED AT
THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6' O.C. BEET BARRICADE
(MINIMUM OF 3 SIGNS, MAXIMUM OF 5 SIGNS).
3. WHEN BARRICADE IS USED ON A STREET STUB, THE SIGN AT
THE CENTERUNE SHALL BE SUPPLEMENTED WITH A STREET 3' END ROAD FILL
CONNECTIVITY SIGN. SEE DETAIL 708.1
SIGN LOCATION DETAIL
4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIVITY.
CROSS
SECTION
OF POST
(2 LB./FT.)
CONNECTIVII
SEE NI
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
CONNECTVITY
cRoss o SEE NOTE
SECTION
OF POST
(14 GAUGE)
BASE
(SLEEVE)
END OF ROADWAY MARKER
NOT TO SCALE
705.1
10'-0" MAX.
• 3'-6" MIN.
10'-0" MAX.
■ V-6" MIN.
PLAN
*ALL CATCH BASIN FRAME TRANSITIONS SHALL BE 3'-6"*
NOTE:
* TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
AT A DRAINAGE INLET ONLY.
SEE STANDARD 104.1 FOR CROSS SECTION GEOMETRY.
=� TOWN OF WAXHAW CATCH BASIN FRAME
LAND DEVELOPMENT STANDARDS IN VALLEY GUTTER
`-�
JOINT SEALER -N j­ 1/8" RADIUS (TYPICAL)
NOT TO SCALE
ee
4 •.
JOINT FILLER
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED, JOINT SPACING MAY BE ALTERED
BY THE TOWN ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6, TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
7. SEE ALSO 106.1
121.1
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS TRANSVERSE EXPANSION JOINT STD. No. REV.
102.1
GENERAL NOTES:
1.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
'"•i
••
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'
INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
4•
$ `.. ,`. ': �.'
SIDEWALK JOINS ANY RIGID STRUCTURE.
p. Q.+
2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
`
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
OF SIDEWALKS IN THE CERTAIN DISTRICTS WILL BE DETERMINED BY THE DEVELOPMENT
a p' �: ° '� •
SERVICES.
4.
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
GROOVE JOINT N SIDEWALK
INTERSECTING STREETS.
5.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6.
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7.
LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
1/8" RADIUS
8.
JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
9
SEE ALSO 1021
4. 1/13" TO 1/4"
T °'
4" °-
` 4
1/2 EXPANSION JOINT
d.
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II
JOINT FILLER o 1.50% (2.00% MAX.)
1/2" u7
JOINT IN SIDEWALK
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
5'
1 ,
1.67%
6'
1.56%
8'
1-4"
1.56%
PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
NOT TO SCALE
106.1
0
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n
NOTE:
'fELLON
OF THE RAMP FLOOR AS SHOWN ON NHL DETAILS
RAMP WDTH AREA IS VARIABLE
iR
BASF GIAMF'FR.
TO 1.40" R
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THAN FS$ OF THE BASE
DIAMETER
oaaoc�a
CONCRETE PAL) FOR MQUNTING
IN
A
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0'
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O.0'
76.5
*r8'
0 0'
8'
6.5••'
7'
'2.5'
84.51'5'
-3 0'
8
4-05'
15,
9'
4.1'5,.4.5'
16'
3.4'
15
10.8'
8.8'
3.I'
B " DISTANCE FROM FRONT EOOE C< S:OEWALd
' •
To BACK FRINT OF 17:1 (8.33%* SI DRAT.
' BACK OF SIDEWALK DROP REQUIRED FCR ALL
SIB=WALK SLOES.
DETECTABLE WARNING DOMES
SIDEWALK SLOPES 6.04- RE REQUIRED FOR
SECTION B • B
CURB RAMP FOR CLUSTER BOX UNIT(S)
N.T.S.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS CURB RAMP FOR CLUSTER B 0 X UNITS
- �9NO
0.65" (1.6" TO 2.4")
O
N
(1.6" TO 2.4")
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
t'0 00 /`-,�
(MATCH WIDTH OF RAMP)
�J OJ
TRUNCATED DOME PLAN VIEW
NOTES:
1.
ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR TRUNCATED DOME SPACING
EMBEDDED PRODUCT APPROVED BY THE TOWN ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED
ON EXISTING RAMPS WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (IE. RESURFACING).
2.
RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS
THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3.
DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN
50%-65% OF BASE DIAMETER
TRAVEL.
4,
DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5,
THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
0 2"
PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE
DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5
PERCENT, DOME ORIENTATION IS LESS CRITICAL.
6.
DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS.
0
9"-1
4"
7,
IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8,
MATS ARE TO BE RIGIDWITHTURNDOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
TRUNCATED DOME SECTION
9,
DIMENSIONS PER N 480
NOT TO SCALE
TOWN OF WAXHAW
TRUNCATED
DOMES
LAND DEVELOPMENT STANDARDS
1 /2-
1'-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED 13Y THE DEVELOPMENT
SERVICES DEPARTMENT.
PLAN AND CROSS-SECTION STD. N0. REV.
132.1 J
25" RADIUS
B 1 2'
',. • .." "B" RADIUS �� ��• ,I
3�.yy.•S� A ..S t
1 3" RADIUS
.4 : .
'4
RADIUS
1/B' RADIUS �a a'
R4
ADIUS
-1 8 RADIUS
a
1'-6" MOUNTABLE CURB AND GUTTER
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY . 1 3/4" RADIUS
THE DEVELOPMENT SERVICES DEPARTMENT. L
4
A.A.
• I
TOWN OF WAXHAW
DEVELOPMENT STANDARDS CURB AND G U TT E R
LANDEA
NOT TO SCALEI
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CHARLOTTE, NC 28208
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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DESIGN BY:
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DRAWN BY:
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PROJ. DATE:
DEC. 2019
DRAWING NUMBER:
C9.0
WKD PROJ. NO.:
20170279.00. C L

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GENERAL NOTES:
ALTERNATE WALL
1. SEE NCDOT STANDARD 840.01 FOR DETAILS BASED ON PIPE SIZE PER CROSS SECTION.
CONFIGURATION
2. CONSTRUCT TWO SINGLE BASINS PER NCDOT STANDARD WITH DOUBLE INTERIOR WALL
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
SLAB TO BE MONOLITHIC
4. BASE SLAB SHALL BE MONOLITHIC. AN D REINFOO RCINGTO BE
W
5. SEE STANDARDS 121.1 AND 122.1 FOR PLACEMENT OF CATCH BASIN. CONTINUOUS
ri
o ----- ------ ------
6. PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER SAME AS OF z
OUTLET PIPE D3. I-
-
~
7. ALL REINFORCING STEEL SHOWN ON NCDOT STANDARDS IS TO BE PROVIDED AS CONTINUOUS
} 1
J-J
MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) J-J
�
C
- �
B. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK SIDEt�770
T
PLAN
Y � Y PLAN
INLET OUTLET 3' 1 SLOpF '
� �o
a
3- 14 BARS
PLAN 1� °
ao
3- #4 BARS SECTION 1'-6'
� SEE STD. 306.1 AND 3b8.1
16'
8' 8" '
IN LOPS OUTLET I
=
INLET �4 �
SLOPE
" o SECTION J-J 30" TO 36" PIPE _..IT! E ITS
z SECTION Y-Y 15" to 24" ~ ~'
END VIEW
NOT TO SCALE
TOWN OF WAXHAW BRICK DOUBLE CATCH BASIN TOWN OF WAXHAW
.� LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS
IV
15" THRU 36" PIPE 303.1 '
1/2" RADIUS �6" 2'-0
3" RADIUS
4.
2'-6"
STANDARD 2'-6" CURB AND GUTTER
�6. V-6„
11 3" RADIUS
44
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2'-0" STANDARD CURB & GUTTER
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
1/2" RADIUS �6 1'-0"
1/8' RADIUS I 3" RADIUS
.d
d' e
1/8" RADIUS
N
4 A c} \
pa m
�V-6
1'-6" STANDARD CURB AND GUTTER
f 6" 1 -6 3" RADIUS
<�4 4 02 FT/FT
m d
�.
d . A Arr °.
.03 FT/FT
z'-0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
STANDARD CURB AND GUTTER
NOTES:
1, A STABILIZED ENTRANCE PAD OF #5 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 515.1
6. THE TOWN MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 108.1 & 109.1) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
z
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NOT TO SCALE
PUBLIC STREET
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100.1
36" MIN. SPACING TYP.*
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4'
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15'
2-1/4"
6"
2'-3"
V-10"
2'-0'
W-1"
730
18"
2-1/2'
9'
2'-3"
3'-10'
3'-0"
W-l"
1190
24'
3'
10'
3'-6'
T-6"
4'-0'
6'-2'
1770
30"
3-1/2'
V-0"
4'-8"
V-8'
5'-0"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11'
6'-0"
8'-2"
5320
42"
4-1/2'
V-9"
5'-3"
2'-11'
W-B"
8'-2"
5920
48'
5'
2'-0"
6'-0"
2'-2"
7'-0'
8'-2'
7470
54"
5-1/2-
2'-3"
5'-6'
2'-10'
7'-6"
8'-4'
Bela
W.
6'
2'-6'
5'-0'
W-3"
8'-0'
8'-3'
11180
66'
6-1/2-
3'-0-
6'-0-
2'-3'
8'-6'
8'-3'
12530
3'-0-
W-6'
1'-9"
9'-0'
8'-3'
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2. WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
8. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMUTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
12" MIN.
SPACING TYP.*
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OVERLAP
IN SLICE
WATER TABLE
NOT TO SCALE
307.1
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
❑O NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
M ET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING D ETAI L
1. 10' X 70' AND 35' X 35' SIGHT TRIANGLES SHALL BE PROVIDED
ON BOTH SIDES OF THE CONNECTING ROAD WHEN A MAIN ENTRANCE
ROAD FOR A SUBDIVISION IS CONNECTED TO AN EXISTING ROAD IN
ACCORDANCE WITH (A). THESE DIMENSION SHALL BE MEASURED FROM
THE POINT OF INTERSECTION OF THE TWO RIGHT-OF-WAY LINES
LONGITUDINALLY ALONG THE RIGHT-OF-WAY LINES
2. 15' X 15' SIGHT TRIANGLES SHALL BE PROVIDED ON ALL CORNERS OF
AN INTERSECTION FOR ALL INTERIOR SUBDIVISION STREETS IN i VARIES
ACCORDANCE WITH (B). THESE DIMENSION SHALL BE MEASURED FROM io ip
THE POINT OF INTERSECTION OF THE TWO RIGHT-OF-WAY LINES I I w
LONGITUDINALLY ALONG THE RIGHT-OF-WAY LINES VARIES
3. NO TREES, PLANTS, SHRUBS OVER 2'6" HEIGHT IN SIGHT TRIANGLE,
(AZ_j�� �S�B)
rNo1,MAAN/� ��� C q�n•
R/W. 10'X70'
-------- EOP-------------- R/W
POINT OF
INTERSECTION
---------------------------------------------------------------EOP------
R/W
NOT TO SCALE
525.1
NOT TO SCALE NOT TO SCALE
TOWN OF WAXHAW TOWN OF WAXHAW REV. DATE
L0AND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE LAND DEVELOPMENT STANDARDS TYPICAL SIGHT TRIANGLES
514.1 STD. NO.
s
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community infrastructure consultants
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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PROJ. MGR.: WGB
DESIGN BY: CJH
DRAWN BY: CJH
PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C9.1
WKD PROJ. NO.:
20170279.00. C L

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NOTES:
POST CONSTRUCTION
1. 4-6 INCH LAYER OF AMENDED CONTROLS EASEMENT (PCCE)
OUTLET STRUCTURE WITH TRASH RACK. 6" MIN.
FREEBOARD FROM TEMP. POOL ELEV. LITTORAL SHELF
W/ WETLAND
SIGN STREET NAME SIGN
POST SQUARE -FIT SLEEVE POST INSTALLATION
DICKSON
SOIL IS RECCOMMENDED ON
LITTORAL SHELF AREA WHERE
PLANTINGS,
10' MIN. WIDTH
(14 GAUGE) (12 GAUGE)
communit infrastructure consultants
PLANTINGS ARE REQUIRED SEE ; -
( ^� 4 j
SOIL PARAMETERS IN BMP '� Y N, " •�., ALL BERM SLOPES TO BE
DESIGN MANUAL) �' b'tS�°',', r� i e �: • ,
STABILIZED WITH GRASS.
2. PROVIDE 20 ACCESS EASEMENT "^•';t, a'FsL'�r�'_,ynY
•r. •,• .,.�'=" '�,.,..•°
.�z� tt� ' r,•.. + +?�
TO CONNECT WETPOND ,E ~ y, � � �y"i-4�nA4-� - r,„'` �'_ +: N
r'�' - # f�
INVERTED WATER QUALITY ORIFICE
LOCATED THIS SIDE (SEE DETAIL) 6" FREEBOARD
50 YEAR EVENT EMERGENCY WEIR
STORMWATER STORAGE IF USED
■ a ■ ■
■ o M
a, C4 N
1213 W. MOREHEAD STREET
SUITE 3 C
CHARLOTTE, NC 28208
EASEMENT TO DEDICATED RIGHT i ;, _� "', = �` ' %-�� ' + 3:1 SLOPE
OF WAY. ACCESS ROAD SHALL "1;3;,ra �•;; ;,_ s,;, s
2.1 SLOPE '?,_;4' ', ' ;_ 1+''
= 6" MIN. FREEBOAR
N N
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t 704 334 0078
(17(704) 334-5348
HAVE MIN. 12' STABILIZED ra 1• ,n•, k �,- t.
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POND PROFILE
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STRUCTURE
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G.
POND MAINTENANCE INFORMATION � = %v, ;, _ MERGENCY SPILLWAY
MUST BE POSTED AT SITE v':;;;_ MUST BE LINED AND STABILIZED
1. POST SHALL BE 14-GAUGE GALVANIZED 2" OVERLAP
STEEL, QUIK-PUNCH, HOLES, 1" ON
(10' MINIMUM LENGTH)
` OPTIONAL: OUTLET STRUCTURE
PERMANENT POOL
1#" O
CENTER, ALIGNED ON ALL SIDES, AND 2" // / 100
MAY BE DESIGNED AS 50 YEAR
20' ACCESS OVERFLOW IN LIEU OF EMERGENCY
-
SQUARE, 10 FEET IN LENGTH. / O O
A �\/\ O O \
PROFESSIONAL SEAL
EASEMENT TO PUBLIC SPILLWAY.
2. THE SLEEVE SHALL BE 12-GAUGE \
R/W, (TYP)
1'-O"
GALVANIZED STEEL:. 1&" HOLES, 1" ON (TYP-) EMBED 28" O O
CENTER, ALIGNED ON ALL SIDES. AND 2.25' O O
SQUARE, 30" IN LENGTH. % O O
WETLAND PLANTING ON
10 FOOT 10:1 LITTORAL
"QUIK O O O SQUARE -FIT
U U m
PLAN VIEW SHELF AROUND PERIMETER
WATER QUALITY ORIFICE
3. ALL STREET NAME SIGNS ARE SUBJECT TO PUNCH" O o SLEEVE
THE APPROVAL OF THE TOWN MANAGER AND HOLES
WATER QUALITY ORIFICE DETAIL
TOWN ENGINEER.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TOWN OF WAXHAW
W ET P O N D PLAN
TOWN OF WAXHAWW ET P O N D
LAND DEVELOPMENT STANDARDS STD. No. REV.
LAND DEVELOPMENT STANDARDS
LITTORAL SHELF AND BERM DETAIL
STD. NO.
- TOWN OF WAXHAW
I REV. LAND DEVELOPMENT STANDARDS N 0 N THOROUGHFARE STREET NAME S I G N
405.1
408.1>_
702.1
ZONE6
µ
INTERSECTION with
ZONE 5
INTERSECTION with CURB and GUTTER
ZONE 4
SIDEWALK, CURB, and GUTTER
OUTLET STRUCTURE WITH
POST CONSTRUCTION TRASH RACK. 6" MIN.
CONTROLS EASEMENT FREEBOARD FROM TEMP.
t
ZONE 2 ` � .r .r;. �':•�, -
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NOTES: _ �" .. `-'k ,fit
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NO TREES ON
EMBANKMENT
STREET NAME SIGN
STREET R/W
NAME
SIGN ,-0" STANDARD
0
0
POOL ELEV. LITTORAL SHELF
10' OFFSET FROM RIP RAP BERM AND W/ WETLAND
SLOPE BREAK WEIR CLASS B RIP
c-� . ....-'.,4.-
,.. a
ONE 1 ' , I '..'
1. PLANTINGS ZONES AND PLANT SELECTION 'ZOl\E;1 `:
L�_
CURB dt GUTTER
STOP SIGN
O �
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RAP 15" MIN. DEPTH. INVERTED WATER PLANTINGS -
50 YEAR EVENT QUALITY ORIFICE 10' MIN:
STORMWATER STORAGE WIDTH
r" .. ,.
PER THE NCDEQ STORMWATER BMP MANUAL, �� - --�__
3 ; .' :,.; ..� : 's 2
CHAPTER 6 & APPENDICES. ■
+ STOP SIGN
R/W
cr
W
Ir Z Z �
LOCATED THIS SIDE 6" FREEBOARD
EMERGENCY WEIR
,
_-;-',--.cEDGE
2•-6" STANDARD
OF SIGN SET CURB AND GUTTER0
W W W
��EM
USED
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2. ALL PLANTINGS SHALL BE LOCAL NATIVE ,. • .:...r,«`•�'*
`'
2' MIN. FROM FACE 4' MIN. (TYP) MINOR VALLEY o
'oo
O 0 0
- --- ---
F - 6" MIN- FREEBOARD EMBANKMENT
F.E.S. OR TEMPORARY P0� OL� Q POST CONSTRUCTION
HEADWALL c}� CONTROLS EASEMENT
- - - - - - - � - - 1' -0' 6^ '. 10' OFFSET FROM
PERMANENT POOL 'S• SLOPE BREAK
�..
SPECIES. �' �..`
�,.�
3. IRRIGATION MAY BE PROVIDED FOR INITIAL •' � �� �
ESTABLISHMENT AND DRY SEASONS.
�..�
OF CURB (TYP) STREET GUTTER MINOR
STOP SIGN NAME SIGN
H
R +
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=
TO POND BOTTOM -� "I -
ANTI -FLOTATION PAD
STREET NAME SIGN
O O
BACK OF DUCTILE IRON MAINTENANCE
SEDIMENT FOREBAY OUTLET
STRUCTURE DRAIN PIPE WITH SLUICE
ZONES: 5/6 4 3 2 1 _21- 2 1
2 3 4 SEED
W W
LOCATED AT GATE OR VALVE. (OFFUNE
MAIN POND TOE OF 10:1 FROM OUTLET AND LOCATE
INTERSECTION with
0_ 0_
(n (n
SLOPE VALVE IN BERM}
0.5% SLOPE MIN.
DITCHES, and NO CURB and GUTTER
z z
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0 0
STREET WE NOTES
MARKER
NOTES:
-...-...-
- -.._....�... _.. _...-...-...-... _..._...
�' 1. TWO STREET NAME MARKERS ARE REQUIRED IF
-
R/W -1 R/W THE MAJOR STREET HAS 3 OR MORE LANES.
1, 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED IN ANY
_ _ _ _ _ g _ _ _ _ _ _
_
0 O
AREA WHERE PLANTINGS ARE REQUIRED (SEE NCDEQ STORMWATER BMP MANUAL).
2. ANY VARIANCE FROM THIS STANDARD MUST BE
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MINOR APPROVED BY THE TOWN ENGINEER.
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ITCH STREET NAME MARKER 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
STOP slc MurcD STANDARDS.
I I I I I 100 I Q Iz
R/W F R/W
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POND CROSS SECTION
r
NOT TO SCALE
NOTM SCALE
NOT TO SCALE
N
TOWN OF WAXHAW
TOWN OF WAXHAW W ET P 0 N D
NOT TO SCALE
CID
LAND DEVELOPMENT STANDARDS W ET P O N D PROFILE
STD. No. REV.
LAND DEVELOPMENT STANDARDS PLANTING PLAN
STD. NO.
T`
REV. - TO111\ OF WAXHAW STREET SIGN INSTALLATION
406.1
409.1
LAND DEVELOPMENT STANDARDS
N
LOCATIONS 1704.11T
W
NOTES:
I. REMOVE MARE AND NYLON TWINE FROM BALL AND CANOPY.
SMALL TREATURING
Q
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
51' R/W (MINIMUM)
I-
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
7'-0" STREET LIGHT
- 25'-6' (MIN) 25'-6" (MIN) 7'-0"
UTILITY EASEMENT UTILITY EASEMENT
O
0
T
N
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
>�
_j
0-
LLI
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
(MIN) 13'-0' (MIN.)- 12'-0" 12-0" 13'-0' (MIN.) (MIN)
1 -0" 1'-0•
(MIN) (MIIJ) (MIIJ) (MIN)
F
LLI ::) CO Cy)
U) N
3/4' NYLON STRAP
5'-0" 7' -6" -. 10'-0" 1 a'-0" 7'-6„ ,-0,
PLAIVfING TRAVEL LANE TRAVEL LANE PLAIf•ING
51F;IP STRIP
LL.I U 0 C0 uj
(n J > (V
Q J J w
I" SLP KNOT ffm STOP KNOT
6' LARGER THAN TREE DIAMETER
y
2.OX 4.C9' ,,0% 2.0% 2:1 CUT MAX.
2:1 CUT MAX. -- SLOPE 3/B" PER FT. _^
`� ~- �`
3:1 FILL MAX.
z
(,
m z
LLI V)
ROOT CROWN TO
BE AT FINISH GRADE TRUMULCH AWA6Y NK 1' TOY FROM
4' M O / ID WIDE MAXIMOOTBAIY " WUGMUM LAYER OF MULCH
BERM OUTSIDE OF ROOTBALL
3:1 FILL MAX. p PHONE _ PHONE
ABLE CABLED
o G s R s
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POWER R GAS O
O POWER
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_
DRIVENIN LIE WITH STRAP
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EQUALLY SPACED "R0°"D TI'� FINISHaRAOE
ACORN STYLE FIXTURE
RESIDENTIAL LOCAL STREET
0 U Q
C%)
'
NOTES:
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MODEL
REMOVE TYPICAL EXCESS SOIL ,Y BACxFlLL AS SPECIFED
FINS ROOT �,
DUKE ENERGY ACORN W/ STYLE A POLE
SURFACE COURSE 1. SIDEWALK SHALL BE PROVIDED ON
1 1/2" S9.5BA - FINAL LIFT BOTH SIDES OF THE STREET.
O
0)
REMOVE TOP 1/3 BURLAP uNpls,uRBED BOIL
2" 59.5A - INITIAL LIFT
V
AND ANY NALS/FINS. ETC.
MOUNTING
BASE COURSE
ROOT BALL OI0. ,r
ANCHORED TO FOOTING
s" ABC OR 4" ACBC TYPE B25.OB
ROXIVE TOP 1/3 OF URE
BASKET WOE PPRESEWT VARES
NOTES:
_ -SUBGRADE
0
RAISE PIT BOTTOY TO SET ROOT CROW
COLOR
LL
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
BLACK 1. STREET LIGHTS PROVIDED
TYPICAL PAVEMENT SECTION
W
2 J
BY DUKE -ENERGY.
LLI
Q
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
HEIGHT 2. ALL PEDESTRIAN LIGHTS
KEY
(n
z ~
FOR EXAMPLE CALIPER HEIGHT (RANGE) MAX, HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
12' TO BE FITTED WITH FULL
® 2'-0" VALLEY CURB AND GUTTER
U z
LLI
2" 12-W 16' 24' 16"
3" 14-16' IV 21"
CUTOFF FIXTURE
32'
NOT TO SCALE
CONTACT INFORMATION:
4" CONCRETE SIDEWALK
Q
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS TREE PLANTING
SM NO I REV.
TOM GRANTHAM
WILKINSONCBLVD.
6325 CHARLOTTE,
NOT TO SCALE
TOWN OF WAXHAW RESIDENTIAL LOCAL STREET IB DAB
8�19
z
o_ o
(FOR SINGLE AND MULTI -STEM TREES) 600.1 If
STYLE "A" POLE PH: 704-382-7675
STREET LIGHT
N.T.S.
LAND DEVELOPMENT STANDARDS NO ON STREET PARKING sz'n. NO.
TYPICAL SECTION 200.3
0
0
PROJ. MGR.: WGB
DESIGN BY: CJH
I
DRAWN BY: CJH
PROJ. DATE: DEC. 2019
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DRAWING NUMBER:
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2
C9.2
WKD PROJ. NO.:
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OR 10'
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5/18'
24.00 24.00 BROOM FINISH
MIN MIN
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DICKSON
1 5/18
a
I
2 00 USE TEMPLATE T4 ENSURE ALIGNMENT
CHAMFER EDGES, IN LANDSCAPE AREAS,
TOOL EDGES FLUSH WITH ADJOINING SURFACES
COIT11T1Urllt infrastructure consultants
1213 W. MOREHEAD STREET
SUITE3
GENERAL NOTES:
24.00 qoIN PAVED AREAS.
t'-e' APPRox t2'-5'
MAX.
NC-2
2 FOR POST BOLT
MIN u °
e
CHARLOTTE, NC 28208
C_/8'
DETAIL OF BOLT
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
a
u
(t)(704 334-0078
)
5/8' DW r ppST BOLT
PLAN 2 1/2'
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
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1 1/4" SPLICE BOLT
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BEAM
4 1/4' 1/4'
TYPE GUARD RAIL 2•
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15 1e Dk ><
1�8" DFEP RECESS �15/B"
2, FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE 1 25' SECTION, THREE 3 STEEL
( ) ( ) ( )
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24.v0 a u
WWW.WKDICKSON.COM
TERMINAL
I A
POSTS, AND TWO (2} TERMINAL SECTIONS. FOR STREETS GREATER THAN 25 IN WIDTH THE GUARD RAIL SHALL SPAN THE
MIN gee eee: SLOPE SURFACE . 25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE.
NC LICENSE NO.F-0374
SECTION
ENTIRE WIDTH OF THE STREET.
Ij
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If
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
POSE MAX 12'-8' C
TO ENTER OF POSTS POST
DETAIL OF NUT
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
CBU OUTLINE BUTYL RUBBER PAD
(WITH METAL PEDESTAL ONLY)
TYPICAL ELEVATIONT
H1OLEMIN
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
CBU PEDESTAL MATCH EXISTING GRADE IN
PAYED AREAS
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GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
4X 0.50
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THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5, THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT
I ON ALL SIDES FOR DRAINAGE
4x 4.50 MIN ' 4 RODS ON 14.00 CENTERS MAXIMUM,
I
�.' O� `�70'•
Gj-
= S ta
2:1 SLOPE (MIN. 3') N0. 50.06A
PROPERTY
LINE
FOR THE COATING CLASS, OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED IRON, AND
EACH WAY
_
t3/18'
111N.
(2.50 (GALVANIZED)
DW, HOLE-,,^
mSTEEL
L
12' DYL HOLE
SHEETS, COILS. AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
* OPTIONAL COMPACT GRAVEL OR
CRUSHED STONE (OMIT WHERE
SOLID ROCK OCCURS)
�`r •,fY� 'C ,
cf' /NEE t
EDGE OF PAVEMENT
3 I/4' NEUTRAL AXIS
GROUNDr
m
I TO BE FILLED
MRIH CONIC.�:;a
6. IF THE AVERAGE SPECTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
a
,$ n o�"9 °� .� a s.Do MIN MAXIMUM FROST DEPTH
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4x 4.00-1°.'�°''•'a:`•:m`'. °?'•�
1 1/B' a/4' x 2 t/z' Posr
BOLT SLOT
+
• , P:
•;' m
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
s.00 MIN
DEAD-END STREET BARRICADE
3 1/4•`FR SLOT BOLT
•.M
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
FIRM UNDISTURBED sell
OR WELL -COMPACTED FILL
3.DD
PROFESSIONAL SEAL
NOTE
2 s/1
i
',
/�sg
WITH THIS PLAN.
m
THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR
SP�CE BOLT SLAT
a' • �•:, a' • : �•;,
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NOTES:
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ROADSIDE GUARDRAIL, SEE NCDOT STANDARD
T
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3400 PSI 0 28 DAYS, CONTAIN 4% MIN - 6% MAX
DRAWINGS 862.01-8fi2.03
DETAIL OF POST T
(SEE STD.707.1 & 708.1)
AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.5D SLUMP IN ACCORDANCE WITH ACI 301.
APPROVED DATE
2. RFINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60.
3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE BBM, TYPE 316 STAINLESS STEEL.
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TOWN of WAXHAW
LAND DEVELOPMENT STANDARDS
DEAD END STREET BARRICADE
TOWN OF WAXHAW END OF ROADWAY STREET BARRICADE
LAND DEVELOPMENT STANDARDS ST°' N°'
�°��'�- ��
Rom. ����'�%
TOWN of WAXHAW USPS APPROVED SPECIFICATIONS
LAND DEVELOPMENT STANDARDS CONCRETE PAD (SINGLE UNIT) I REV,
706.1
GENERAL NOTES
7nq 1
0
724.1
3/4" OUTSIDE 1 /2" WIDE
RADIUS (TYP.) WHITE BORDER
24.00 2MIN
MIN MIN
4X v�.SD ANCHOR BOLTS, PER CBU
�4.00 USE TEMPLATE TO ENSURE ALIGNMENT
2.00 I. M FINISH
1 1
1/4" INSIDE RADIUS (TYP.)
1
z4.aG MIN ; 1 1 1 Ax
0 z
O
32.00
MAX
MAX
O
SIGN POST
FUTURE DEVEL PMENT2.DD
I I I I
(34.00) ;=
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1 1 10.00
PER CBU
192.00 MAX I
0
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UARD RAIL
WILL EXTEND1 2"
SEE NOTE 4 I I I I
_ 1
CHAMFER EDGES, IN LANDSCAPE AREk$,
I I I TOOL EDGES FLUSH WITH ADJOINING
SURFACES IN PAVED AREAS.
I
LU Q Q
...............{,vi;{s},v,';{�}:•Y �f
Jam-
� 1
1 I SLOPE SURFACE .25 INCH PER FOOT
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.......... _ }
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,: _.•: _.-
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GREEN
1 1
1 1 ON ALL SIDES FOR DRAINAGE
MIN
".. .............,v,{
GUARD RAIL CLAMP (TYPICAL)
724.00
BACKGROUND
2" (TYP.)
HIS STREET-1
1 I
►.� as BUTYL RUBBER PAD
(WITH METAL PEDESTAL ONLY)
CBU PEDESTAL - CBU MATCH EXISTING GRADE IN
OUTLINE PAVED AREAS
O O
0- 0-
}{;@t}g{{g}}{ }:
4X P.50
ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT
Z Z
•""""......
PER CBU I ON ALL SIDfs FOR DRAINAGE
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TENSION SCREWS
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>'{_f;_w{F{>
WHITE TEXT (TYP.)
4X 4.50 MIN I 4 RODS ON 14.00 CENTERS MAXIMUM,
EACH WAY
T�
OPTIONAL COMPACT GRAVEL OR
CRUSH EO STONE (OMIT WHERE
24"
Ia5 SOLID ROCK OCCURS)
G; 3 b°%° 39°.oti}r .of.g s v 11II 8.00 MIN MAXIMUM FROST DEPTH
4X 4.00 /� •. :°,.;�'.a'•. •'a;�
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NOTES:
8.00 MIN rif'i
FIRM UNDISTURBED SOIL
OR WELL -COMPACTED FILL
N N
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N �
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTNnY
3.00
2. SIGN MATERIAL SHALL BE 0.080 THICK ALUMINUM
"
NOTES:
1- CONCRETE SHALL HAVE A COMPRESSNE STRENGTH OF 3000 PSI O 28 DAYS, CONTAIN 4% MIN - 6% MAX
AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN ACCORDANCE WITH ACI 3D1.
/'��
0
I I I I I I m I Q l°
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
2. REINFORCING STEEL RODS $HALL CONFORM TO ASTM A615, GRADE 60.
V/
T
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE BBM, TYPE 316 STAINLESS STEEL.
O
HIGHWAY ADMINISTRATION.
NOT TO SCALE
4. A 3 CBU CONFIGURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEY
ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES NOT
^ I
- TOWN of WAXHAW
NOT TO SCALE
TOWN of WAXHAw STREET C 0 N N ECTIVITY SIGN
LAND DEVELOPMENT STANDARDS
EXCEED 192 INCHES. NOT TO SCALE
Toww of �rAxHA�r USPS APPROVED SPECIFICATIONS
�
1100
LAND DEVELOPMENT STANDARDS
END O F ROADWAY MARKER
F 0 R END -OF -ROAD BARRICADE
LAND DEVELOPMENT STANDARDS CONCRETE PAD (MULTIPLE UNIT)
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-UNITS: 16
-COLOR: DARK BRONZE 7 Lu 2' CBU
-CUSTOM TOPPER AND PEDESTAL MIN. -
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CONTACT INFO: :L uLL
DENEEN LITZ 704-888-8870 O D .s
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1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
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2. CURB TRANSITIONS TO BE MINIMUM 3' - 6" TO AVOID
EXPANSION JOINT
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TEMPORARY TURNAROUND
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� TOWN of WAXHAW CBU PLACEMENT FOR C & G SECTION RESIDENTIAL
LAND DEVELOPMENT STANDARDS SUBDIVISION STREETS
TOWN OF WAxHAW CURB TRANSITION
LAND DEVELOPMENT STANDARDS C STD. _
2'6" CURB AND GUTTER TO 2'-0" ROLL GUTTER 104.1
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PROJ. DATE: DEC. 2019
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MATTING
---'JRE WATTLE WITH UPSLOPE AND
NSLOPE STAKES AND STAPLES.
STAKE
STAPLE
EARTHEN
BERM
INLET ZONE 35X
OF SURFACE AREA
INLET ZONE 25X
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INLET ZONE 21%
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OUTLET ZONE 15%
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-III_=III- -II III- DOWNSLOPE STAKES, TYP.
�-
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
NOTES: AND 8' MIN. ON DOWNSLOPE
1. USE MINIMUM 12" DIA. COMPOST WATTLE. 20" WATTLES ARE ALSO SPECIFIED
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.
MAINTENANCE NOTES:
1. INSPECT WATTLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. REPAIR ALL DAMAGE IMMEDIATELY.
COMPOST WATTLES
N.T.S.
� � EARrH
/ eERM
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4'-0" MAX. SPACING `X XJ
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6" X 5" TRENCH
BACKFlLL AND COMPAC
FENCE AND FABRIC
BURIED IN WENCH
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
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TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION
f524.1
DEPTH
I BOTTOM WIDTHI
TOP WIDTHI
SIDE SLOPES
I CHANNEL LINNING
WATTLE SPACING
TDD #1.1
2.00
6.00
18.00
3
RoIIMax Temporary Bionet
31
TDD #1.2
2.00
4.00
12.00
2
RoIIMax Temporary Bionet
77
TDD #2.1
2.25
3.00
12.00
2
RoIIMax Temporary Bionet
225
TDD #2.2
2.00
2.00
10.00
2
Straw with Net
133
TDD #3.1
2.00
2.00
10.00
2
Straw with Net
80
TDD #2.3
2.00
1 1.50
1 9.50
1 2
1 Straw with Net
61
TDD #3.1
2.00
1.50
9.50
2
Straw with Net
19
TDD #3.2
2.00
0.00
8.00
2
1 Straw with Net
46
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING TOWN OR NCDOT
ROADS AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1" REBAR FOR
REMOVAL FROM
FILTER BAG REQUIRED WHEN USED ON `DEFLECTOR
EXISTING MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
NEATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25X OF
I CURB OPENING IS OBSTRUCTED.
CATCH BASI I I I
OUTLET
INSTALLATION
RGIMEGA&W. lip
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION
D 519.1
FILL SLOPE CONTRACTOR SHALL USE MATTING OUTLINED ABOVE OR TOWN OF WAXHAW APPROVED EQUAL
SYNTHETIC MATTING MANNINGS N-VALUE = 0.025
STRAW WITH NET (JUTE) MANNINGS N-VALUE = 0.022 PVC END CAP
' MIN COMPACTED BERM
SILT FENCE
FINISH GCE (SEE NOTE 2)
G�UND
PVC TEE
MAINTENANCE NOTE: tiq�
WIDTH AND
INSPECT TEMPORARY DIVERSIONS ONCE A DEPTH TO BE DESIGNED
WEEK AND AFTER EVERY RAINFALL. BY ENGINEER (1' MIN)
IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA NOTE:
PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
BLEND WITH THE NATURAL GROUND LEVEL 2. SILT FENCE MAY BE REQUIRED BEHIND BERM
AND APPROPRIATELY STABILIZE IT.
NOT TO SCALE
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH
50fi.1
"C" ENCLOSURE
TFR FNTRY IINTT
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
ti WATER SURFACE -
- PVC END CAP �r
PVC PIPE 15 /
1/2" HOLES IN
UNDERSIDE
��aG� MAN PVC TEE
FLEXIBLE !
HOSE 6 SCHEDULE 40
PVC PIPE
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANLA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY.
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS SKIMMER
:ODD
FOR LATE WINTER AND
SOIL AMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) - 120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE)
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES:
EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER:
501E AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,DOD LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE
MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING
SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11.
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
STD. NO. I REV.
521 .1
1 • 0
Know what's below.
Call before you dig.
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
DATA BLOCK
NOT TO SCALE
503.1
BASIN N0.
DRAINAGE
ACRE(ACRES)
DENUDED
BASIN
VOLUME
BASIN SURFACE
AREA
DEPTH (FT.)
H 2
(FEET)
REQUIRED
CUBIC FT.
PROVIDED
CUBIC FT(SO
REQUIRED
FT.
PROVIDED
SQ FT.
05 WASHED STONE CLASS I RIP RAP
6" MIN. THICK x 3' HIGH (MIN)
\ tra F { PIPE
o �
PERSPECTIVE VIEW
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM
HEIGHT.
TOWN OF FARBAII
LAM) DEVELOPMENT STANDARDS
VOLUME 3600 FT' PER ACRE DISTURBED TO TOP OF BERM ELEVATION.
SURFACE AREA REWD - 4w SQ. FT. PER us 010
#5 WASHED STONE
CLASS I RIP RAP
FINISHED GRADE
' H MIN. -----
CLEANOUT ELEVATION (SEE NOTE 3) SECTION
NOT TO SCALE
GRAVEL AND RIP RAP FILTER BERM BASIN R7V
516.1
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1213 W. MOREHEAD STREET
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CHARLOTTE, NC 28208
(t) [phone]
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WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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DRAWING NUMBER:
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WKD PROJ. NO.:
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ie Overlap B' 050mm) mirlimurn
Excavate Channer to Design .
Grade Oral Cro55 $Kbon
f rti
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OUERCUTCgANNEL f ,
Longitudinal
2'(50mm) TOALLOW f anchor trench
BULKiNGDUPiN'GSEEDBED
PREPAPA TON ♦ti: .:�:t�".
TYPICAL INSTALLATION
WITHEROSIONCONTROL
BLANKETSORTURF
POA4FOR CEMENTMA TS
Intermittent Check Slat
Shingle -lap spliced ends orbegin new
roll in an intermittent check slat
Prepare soil and apply seed h efore -
installingblankets,matsorother W
temporary channel liner system
r
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Longitudinal Anchor Trench
NO TES: '
1 Design velocities exceeding 2 ftfsec (0.5misec)require tern porary blankets, mats or srnilarliners
to protect seed and soil until vegetationbecomes established.
2 Grass -lined channels with design velocities exceeding 6 ftfsec (2mIsec) should include turf reinforcement
mats.
TEMPORARY CHANNEL LINERS AND EROSION CONTROL MATTING SPECIFICATION
1. SEE DIVERSION DITCH CHART FOR LINER TYPE AND WATTLE SPACING.
2. MIN. SHEAR STRENGTH: STRAW WITH NET (OR APPROVED EQUAL) - 1.45 LBS/FT
CURLEX I (OR APPROVED EQUAL) - 1.75 LBS/FT
CURLEX II (OR APPROVED EQUAL) - 2.25 LBS/FT
PSRM (PERMANENT SOIL REINFORCED MAT) - 3.0 LBS/FT
*ALL RATINGS ABOVE ARE MINIMUM SHEAR STRENGTH REQUIREMENTS FOR THE MATTING BASED ON UNVEGETATED CONDITIONS.
" RIPRAP IN CHANNELS AS REQUIRED PER THE ERODES SPREADSHEET MAY BE REPLACED WITH A COIR MATTING OR SYNTHETIC
MATTING AS LONG AS THE MATTING MEETS THE MINIMUM SHEAR STRESS AND VELOCITY REQUIREMENTS OF EACH INDIVIDUAL DITCH.
SHEAR STRESS REQUIREMENTS AND VELOCITY REQUIREMENTS FOR EACH DITCH ARE OUTLINED IN THE DITCH SCHEDULES.
TEMPORARY CHANNEL LINER N.T.S.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE TOWN OF WAXHAW STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM INC SEDIMENT AND EROSION CONTROL MANUAL OR
THE TOWN OF WAXHAW STORM WATER DESIGN MANUAL FOR DESIGN DATA.
z
9
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PLAN
ELEVATION
(IF NEEDED) V ... I
SEE TABLE
9.2
NATURAL �RAOE
RIP RAP
9!T
Q: (THICKNESS)=10' MIN.
• d50 (see fig 8.06 n&h "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmox = 1.5 x d50
T = 1.5 X dmox.
NOTE:
LAYER OF FILTER FABRIC
T(min.)=10"
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
TOWN OF WAXHAW
RIPRAP APRON AT PIPE
OUTFALLS
LAND DEVELOPMENT STANDARDS
OTHER
THAN AT SWIM
sr0. No.
306.1
TABLE
9.1
Silt Fence Outlet 4 Area Phase 1 (Ac.)
Area Phase 2 (Ac.)
Silt Fence Outlet 4
Area Phase 1 (Ac.)
Area Phase 2 (Ac.)
1 0.015
0.015
13
0.047
0.047
2 0.032
0.032
14
0.056
0.056
3 0,059
0.044
15
0,097
0.097
4 0.072
0.070
16
0.049
0.049
5 0.040
0.039
17
0.241
0.064
6 0.055
0.054
18
0.192
0.064
7 0.041
0.059
19
0.056
0.054
8 0.143
0.123
20
0.043
0.043
9 0.216
0.121
21
0.056
0.054
10 0.097
0.054
22
Phase II Only
0.141
11 0.125
0.072
23
Phase II Only
0.059
12 0.072
0.051
TABLE 9.2
RIP RAP SUMMARY
CHART
OUTLET
La
(ft)
W1
(ft)
W2
(ft)
T*
(ft)
H
(ft)
d50
(ft)
FES-13MP#1
20
9
23
0.56
2.00
0.25
FES-BMP#2
20
9
23
0.56
2.00
0.25
FES-BMP#3
12
6
14
0.56
1.33
0.25
FES-100
15
9
9
0.56
2.00
0.25
FES-200
15
9
9
0.56
2.00
0.25
FES-300
8
6
5
0.56
1.33
0.25
TABLE 9.3
STAKES
:� _
iWAM
w
MWJ�
H=II=,1=11=11=11=II-11-11=II-I1-11�=II=11' �,=11 'li= ■ ■ ■
111i=11=11=11-u=a=n=11=�1=11-�I=11=u:I-
1 ■ ■ ■ ■
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
TOWN OF WAXHAW BLOCK AND GRAVEL
LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION
GENERAL NOTES:
1.
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2.
DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
MAXIMUM OF 4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
NCDOT #5 OR #57
OF THE WIRE MESH UNDER THE
WASHED STONE -
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4.
PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
-
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5.
ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR #57
ACCUMULATED SEDIMENT, AND
WASHED STONE
ESTABLISH FINAL GRADING
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
NOT TO SCALE
510.1
4' MAX.
r-19-GAUGE HARDWARE CLOTH
2'
NOT TO SCALE
TOWN OF WAXHAW HARDWARE CLOTH AND GRAVEL
LAND DEVELOPMENT STANDARDS INLET PROTECTION
512.1
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN_
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. Fr.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT,
AREA
PER CFS
REQUIRED
010)
PLAN VIEW BAFFLE_ _.,--, "� 3RD BAFFLE:
HARDWARE
' CLOTH
SURROUNDING
SKIMMER NOTES:
f
1. REFER TO NCESCPDM
10^ SECTION #6.61 FOR
INFLOW MIN. ADDITIONAL DESIGN
STRUCTURE SPECIFICATIONS
-- REGARDING SEDIMENT
BASINS.
2. REFER TO STD. #524.1
-"" - FOR BAFFLE SPACING
ISER AND INSTALLATION.
SKIMMER 3. FIRST BAFFLE IS TO BE
AVERAGE AREA* DEWATERING CONSTRUCTED OF
WIC W - DEVICE RIP -RAP AND #5
WASHED STONE, WITH A
• AREA OF BASIN WATER L=20' MIN. HEIGHT OF 3' AND
SURFACE AT TOP OF PRINCIPAL SPILLWAY MIN. MIN. TOPWIDTH OF 2'.
4. FLASHBOARD RISER NOT
PERMITTED FOR USE IN
CROSS-SECTION VIEW SEE NOTE #3 THE TOWN OF WAXHAW
1' FREEBOARD W
6" MIN. INVERT ELEVATION EMBANKMENT
INFLOW OF EMERGENCY SPILLWAY
STRUCTURE T
PRIMARY SPILLWAY (RISER)
MIN.-= --
DEWATE ONG Z
ZONE H
EMERGENCY
FILTER FABRIC SPILLWAY
SEDIMENT _F�:u_ w
ANTI -SEEP
STORAGE ZONE BAFFLE COLLAR
DATA BLOCK NOT TO SCALE
4SIN DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H Z L T W SKIMMER SKIM
AREA AREA Oio REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIF
(ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) SO FT. SQ FT. HI DIAMETER DIAMI
SEE TABLE 9.3
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS SEDIMENT BASIN
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
REQUIRED PROVIDED
(CUBIC FT.) (CUBIC FT.)
BASIN SURFACE AREA
REQUIRED PROVIDED
(SQ. FT.) (SQ. FT.)
CLEANOUT
DEPTH
(FT.) H/2
H (FEET)
Z (FEET)
L (FEET)
T (FEET)
W (FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
SEDIMENT BASIN #1 PH1
9.72
9.72
41
17496
75399
17835
28450
2.65
5.3
6
20
1.2
10
3
2.5
SEDIMENT BASIN #1 PH2
12.98
12.98
55
23364
75399
23925
28450
2.65
5.3
6
20
1.2
10
3
2.5
SEDIMENT BASIN #2 PH1
14.94
14.94
63
26892
76761
27405
28946
2.73
5.45
6
20
1.05
10
3
2.5
SEDIMENT BASIN #2 PH2
9.67
9.67
41
17406
64928
17835
24883
2.73
5.45
6
20
1.05
10
3
2.5
SEDIMENT BASIN #3 PH1
4.49
4.49
19
8082
37020
8265
14424
2.75
5.5
6
20
1
10
3
2
SEDIMENT BASIN #3 PH2
6.90
6.90
29
12420
37020
12615
14424
2.75
5.5
6
20
1
10
3
2
504.1
0
Know what's below.
Call before you dig.
WOVEN FILTER FABRIC
0
I
01
B' UA.
STE- ---
WIRE FENCING
WOVEN FILTER FABRIC
q
GENERAL NOTES:
1. WIRE FENCING SWILL BE A MINIMUM OF 32' IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE
THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12-
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
S. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
TO SWIM BUFFERS. STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
COLOR ORANGE IS RESERVED FOR VISUAL IDEWnFKA'nON OF ENVIRONMENTALLY SENSITIVE
AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
STEEL POST
WIRE FENCING
FILTER FABRIC
�d #5 WISHED STONEFLOMW
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REPAIRS NEEDED SWILL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
" TOWN OF WAXHAW HIGH HAZARD
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE
F717a =.'
�� _-,] _ ',. -_ -•, .,,._ -T •III'• ' • '11=11
I_ -II 11=11 II_ 11=11 11=11 11=11 11-.11=11-11=11-11-11 II_ I =11 11-1 II�11i1 �lril=1i° Illi�ill
-11 II=11= II=11 11=11=11=11=11-11=11=11=11=11=11=II=11= II=11=11 = II �� II=� -
II=11 II=11 II=11=11 11=II=11=11 II=11=11 II=11 11=II=11=� =11 II=1-IL�H�II
JI IL II= =II=11 IL 11=II=11=11 11=1[ 11=11=11=11=11=11= II 11=11
11=II=11 1=11=11=11=II=11=1-11=11=11-11=11 11=11=11= 11=11=
- -=II^11=II=11-=11=11=11=11=11-11-11 11=1
STEEL POST
FILTER FABRIC
NOT TO SCALE
508.1
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE
MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WE1.ANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.52A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE. PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
TOP OF SILT
MUST BE AT
ABOVE THE T
THE WASHED
STEEL POST
WOVEN WIRE FABRIC.,
HARDWARE CLOTH
FILTER OF #57
WASHED STONE �
SECTION VIEW
16"MIN 3' FILTER FABRIC APRON
/ON GROUND
f \BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND 4" I FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
u
TOWN OF WAXHAW
LAND DEVELOPMENT STANDARDS
TEMPORARY SILT FENCE
NOT TO SCALE
507.1
FILTER FABRIC, u
AND HARDWARE
CLOTH IN TRENCH.
STEEL POST SET
MAX 2' APART MIN
2' INTO SOLID GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
FOR DRAINAGE AREAS
SEE TABLE 9.1
STANDARD SILT FENCE OUTLET
NOT TO SCALE
509.1
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community infrastructure consultants
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CHARLOTTE, NC 28208
(t) [phone]
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WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
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PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C9.5
WKD PROD. NO.:
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LENGTH AS NECESSARY
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1213 W. MOREHEAD STREET
SEDIMENT PR
SUITE 300
RIP RAP do WASHED STONE NOT REQUIRED IF BASIN
FILTBERM IS LOCATED DOWNSTREAM
ER
NOTES:
CHARLOTTE, NC 28208
4' MIN. PIPE
(518.1) OF PIPE OUTLET.
(VOLUME PER 501.1)
#4 0 6"
(t)[phone]
0.C.E.W.
1. ALL CONCRETE TO BE 4000 PSI;
(f) [phone]
1.5' MIN. 1
EDIMENT PIT
MORTAR JOINTS = 1/2" f1/8" THICK.
FLEXIBLE PIPE
RING AND COVER CLDSM
WWW.WKDICKSON.COM
TIE DOWN 10' MAX. SPACING
, •+
; • ; ;
STD 20.05B
2. THE POURING OF BASE SLAB TO BE
,' +
" " ' •�+r
PIPE O.D.+ 12"
ACCOMPLISHED BY FORMING.
NC LICENSE NO.F 0374
TIE DOWN AT END
• ,+
.++ T•
4' (MIN)*
" + • +
•
CONCRETE
3. ALL YARD INLETS OVER 3'-6" IN
DIAMETER (D)
• ; " • • + ; ' • .
+' +"
RIM OF YARD INLET SLAB TOP
48" x 8" OPEN
DEPTH SHALL BE PROVIDED WITH
STEPS AT 12" ON CENTER VERTICALLY.
PROFILE
• + • + " • • ' • +
MEASURED HERE
THROAT EACH
SIDE, TYPICAL
4. CONCRETE BLOCK OR JUMBO BRICK333
CARO�i�
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a.
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_ s 2 `
+ • ' ;
• •
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_
WALL TO 6 FT. FROM TOP OF WALL,
01 \.
EXTEND TO EDGE OF DISTURBING
\%����\��\��\��\
BRICK,
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FT. OF WALL.
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CONCRETE CONCRETE
6. ALL PIPES IN YARD INLET STRUCTURE
CONSTRUCTION
SPECIFICATIONS:
6„
BASE SLAB
SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SMOOTH.
PROFESSIONAL SEAL
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET
SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE.
THE EARTH DIKE.
e a.
6" c ' ' < '
` 'a
7. WEEP HOLES MAY BE PLACED IN BACK
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
5. FOLLOW—UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
WALL AS DIRECTED BY THE ENGINEER,
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
IF REQUIRED. ATTACH HARDWARE
U U m
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
PARTY OR HIS AGENT.
SECTION A -A'
CLOTH (ALUMINUM OR GALVANIZED
EMPTYING INTO A DISTURBED AREA.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
STEEL NO. 4 WIRE REINFORCEMENT) TO
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
THE OUTSIDE OF THE STRUCTURE WITH
HEAVY DUTY CONSTRUCTION ADHESIVE
OVER THE WEEP HOLE. PLACE A
NOT TO SCALE
3 #4 BARS
3
POROUS FABRIC BAG FILLED WITH ONE
CUBIC FOOT OF #78 STONE AT EACH
TOWN OF WAXHAW
� SPACED 6" O.C.
WEEP
CLOTHHOLE AGAINST THE HARDWARE
LAND DEVELOPMENT STANDARDS FLEXIBLE
PIPE SLOPE DRAIN REV.,
Q
8. BLOCK TO BE PLACED IN ALL CORNERS
505.1
TO SUPPORT SLAB TOP ABOVE WALLS
_ _ _ _
FOR 8—INCH ARCH OPENINGS. BLOCK
2' —2 1/2"
TO EXTEND TO EDGE OF 48" OPENING.
9. IF PRECAST CONCRETE WILL BE USED
BY THE CONTRACTOR, SHOP DRAWINGS
d
WILL BE REQUIRED IN ADVANCE FOR
N o
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REVIEW.
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ABC STONE
PROJ. MGR.: WGB
DESIGN BY:
CJH
—BMP ACCESS DRIVE SHALL BE A MINIMUM OF
12' WIDE.
'
DRAWN BY:
CJH
— ALL ACCESS DRIVES SHALL HAVE A MINIMUM
20' ACCESS EASEMENT
COMPACTED SUBGRADE
>-
PROJ. DATE:
DEC. 2019
— MAXIMUM LONGITUDINAL SLOPE OF 15% AND CROSS SLOPE OF 5%. SEE
GRADING PLANS FOR SPECIFIC GRADES FOR INDIVIDUAL BMP ACCESS DRIVES.
Q
DRAWING NUMBER:
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WKDPROJ. NO.:
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community infrastructure consultants
1
CL 20170279.00.

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INLET PIPE -/
ENERGY DISSIPATOR
NOTE TO CONTRACTOR:
DAM MATERIAL AND COMPACTION REQUIREMENTS
ARE TO BE FIELD DETERMINED BY GEOTECH
ENGINEER. ALL WORK REGARDING THE DAM
EMBANKMENT MUST BE MONITORED AND APPROVED
BY GEOTECHNICAL ENGINEER. DEPENDING UPON
SITE CONDITIONS, IT MAY BE NECESSARY TO ADD OUTLET STRUCTURE
AN IMPERVIOUS KEYWAY OR ADDITIONAL ANTI- (SEE OUTLET STRUCTURE DETAIL)
SEEP COLLARS. COLLARS TO BE SIZED BY GEOTECH.
LITTORAL SHELF WITH
WETLAND PLANTINGS
(6' MIN. WIDTH)
RIPRAP BERM AND
WEIR CLASS B RIP
INVERTED WATER
QUALITY ORIFICE
RAP 15" MIN. DEPTH
10 YEAR
= 569.84'
YEAR
= 567.75'
PERMANENT POOL
-
566.50'
- - - - -
1 ' -0" 1" = 566.50'
- - - - - -
-
6: 1 SLOPE
ST
_
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o
ono
6' LITTORAL SHELF
....~:...::
....
.:...'.` .. .'.:t.+:.±::.:
..
POND BOTTOM 558.00' L
2:1 SLOPE STABILIZED
I
TO POND BOTTOM
MAIN POND �
TOP OF BERM 2 SEDIMENT FOREBAY 2 _ 12" SEDIMENT STORAGE
557.00'
I 10, -'
EMERGENCY SPILLWAY 571.80
- L
� I III1 I I1 I I= I'
GEOMEMBRANE LI-
NER -
(NON -PUNCTURE) CLASS I RIP RAP SPILLWAY
SPILLWAY ELEVATION IS EMERGENCY SPILLWAY DETAIL
GENERAL NOTES AT THE TOP OF LINER
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
STRUCTURES."
2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
3. STEEL REINFORCING CONFORMS TO LATEST ACI-318 SPECS. FOR REINFORCED CONCRETE.
4. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF
JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
5. BARREL (36"0) CONNECTION AND 12" DIP INLET PIPE TO BE SEALED WITH LINK SEAL CONNECTORS SUPPLIED BY VENDOR AND INSTALLED
BY CONTRACTOR.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE ENGINEER BEFORE CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATION.
8. CONTRACTOR TO ENSURE POND BOTTOM AND SIDES HAVE 0.1 FT/DAY INFILTRATION RATE THROUGH TESTING OF NATIVE SOILS OR
INSTALLATION OF MINIMUM 12" THICK LAYER OF CLAY SOIL.
9. ANTI -SEEP COLLARS SHALL BE SPACED EVENLY ALONG THE ENTIRE STORM PIPE RUN. CONTRACTOR SHALL COORDINATE WITH THE
ENGINEER SHOULD THIS SPACING NOT BE ATAINABLE
10. PERMANENT POOL SHALL BE DRAINED WITH A SUMP PUMP FOR PERIODIC MAINTENANCE.
WET DETENTION POND #1
-ANTI-SEEP i p
i COLLARS(TYP.)' // b
i
TURTLEHEAD
WHITE
6" PVC SCREW -
TYPE PLUG
6" PVC TEE
TOP OF BERM
10.0' 573.00
(MIN.)
EMERGENCY
SPILLWAY
571.80
6.1 -DL
6'- 0'
6'-0$$ x 6 -0$$ x 1'-6" I I I I I I I
CONCRETE ANTI -FLOATATION PAD
#4 REBAR, 6" OC EACH WAY 3"
COVER OF ALL REINFORCEMENT
TEMPORARY POOL
PERMANENT POOL
6" PVC STUBBED
INTO BOX
6" PVC CAP WITH
1.7" HOLE DRILLED
WATER QUALITY ORIFICE DETAIL
TOP OF STRUC
CLASS I RIP RAP
SPILLWAY
(8) ANTI -SEEP COLLARS
R 7n'
TOP OF STRUCTURE
WEIR (SEE WEIR
AND ORIFICE
'ROPOSED PIPE DETAIL)
WQ i
(SEE
SS B
CRETE
SECTION
ANTI -SEEP COLLAR
N.T.S.
REMOVABLE 4'X4' STEEL GRATE
WATER QUALITY
ORIFICE PIPE
CONNECTION
(SEE DETAIL) WEIR AND ORIFICE DETAIL
\ I I LEGEND
A
rE
SECTION A -A
N TS
OUTLET STRUCTURE DETAIL
PLAN VIEW
A
URE
N.T.S.
GENERAL BMP CONSTRUCTION SEQUENCE NOTES
1. AFTER SITE HAS BEEN STABILIZED AND SEDIMENT BASIN IS READY TO BE CONVERTED TO WET
POND, DE -WATER BASIN, REMOVE ANY ACCUMULATED SEDIMENT AND LEGALLY DISPOSE OF
MATERIAL. MATERIAL MAY BE DISPOSED OF ON -SITE IN AREAS NOT REQUIRING STRUCTURAL
FILL.
2. EXCAVATE FOREBAY AND MAIN BAY OF BASIN. FINAL GRADE BASIN AND CONSTRUCT LITTORAL
SHELF. VERIFY GRADES CONFORM TO THE ELEVATIONS AT THE BOTTOM AND TOP OF THE
TOTAL AREA: 2,248 SF LITTORAL SHELF, THE PERMANENT POOL ELEVATION, AND TOP OF EMBANKMENT AND VERIFY
TOTAL PLANTS REQUIRED: 562 PLANTS (2,248 SF x 0.25) ALL GRADED ELEVATIONS ARE AS SHOWN ON THESE PLANS.
J I TOTAL PLANTS PROVIDED: 576 PLANTS 3. PROVIDE TEMPORARY SEEDING AS NEEDED TO STABILIZE SLOPES.
I 4. SUBMIT PRELIMINARY TOPOGRAPHIC SURVEY OF BASIN TO ENGINEER OF RECORD PRIOR TO
\ I BMP PLANTING NOTES INSTALLATION OF PLANTS ALONG LITTORAL SHELF OR INSTALLATION OF PERMANENT
\ \ STABILIZATION MEASURES/SEEDING. CONTRACTOR SHALL NOT PERFORM ANY WORK BEYOND
\ \ - 1. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED THIS PHASE UNTIL APPROVAL OF PRELIMINARY TOPOGRAPHIC SURVEY IS GRANTED BY
SHALL CONFORM TO THE LATEST EDITION OF ANSI Z60 "AMERICAN ENGINEER OF RECORD.
\ \ STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN 5. REMOVE ANY TEMPORARY BLOCKAGES OR MODIFICATIONS TO CONTROL STRUCTURES
\ \ NURSERY AND LANDSCAPE ASSOCIATION. REQUIRED FOR EROSION CONTROL AND VERIFY STRUCTURES CONFORM TO DETAILS.
40\ \ \ 2. ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN HEALTHY 6. SPREAD TOP SOIL AMENDED WITH ORGANIC FERTILIZER TO A DEPTH OF 2" OVER ENTIRE
JSE MALLOW \ \ \ CONDITION FOR (1) YEAR AFTER FINAL ACCEPTANCE OF ALL PLANT LITTORAL SHELF AND TILL INTO THE TOP 6" OF THE LITTORAL SHELF. CONTRACTOR SHALL
o \ \ \ MATERIAL BY OWNER. BREAK UP AND TILL ALL CLODS GREATER THAN 3" IN LARGEST DIMENSION AND INTEGRATE
C� \ 3. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL WITH SOIL. ANY ROCKS, GRAVEL, AND DEBRIS LARGER THAN 1" IN LARGEST DIMENSION SHALL
/1 '20 DUCK i / 24 DUCK S� O \ \ \ \ \ CONFORM WITH TOWN OF WAXHAW AND UNION COUNTY STANDARDS. BE REMOVED FROM LITTORAL SHELF AND DISPOSED OF PRIOR TO INSTALLING PLANTINGS PER
POTO
�L POTATO 6, \ \ \ \ '_1 THE IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY THE LANDSCAPE SCHEDULE. RECOMPACT SHELF USING HAND TOOLS AND VERIFY A UNIFORM
TA
OW-
572 573
570
568
\ 566
564
\ 562
5 \ \ \ 6- / FORB/ /
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66
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WET DETENTION POND #1 PLANTING DETAIL
OTANICAL NAME
COMMON NAME
SIZE
QTY
GITTARIALATIFOLIA
DUCK POTATO
2"x5" PLUG
125
CORNUS CALAMUS
SWEETFLAG
2"x5" PLUG
122
K
ISCUS COCCINEUS
SCARLET ROSE MALLOW
2"x5" PLUG
107
BELIA CARDINALIS
CARDINAL FLOWER
2"x5" PLUG
91
HELONE GLABRA
WHITE TURTLEHEAD
2"x5" PLUG
131 EI
69 , \ SHOULD BE PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT SURFACE WITH SLOPE OF 10:1 IS PROVIDED.
24 SWEETFLAG WILL BE A WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE
6j \ � \ IN, PROVIDED
INSTALL PLANT MATERIAL PER BMP PLANTING PLANS. DO NOT INSTALL PLANTINGS WHERE
25 SWEETFLAG
i PROVIDED WITH CONDITIONS MAKING IT POSSIBLE FOR THEM TO SURVIVE INFLOWS FROM STORM PIPES WILL DISLODGE OR DAMAGE PLANTS. ANCHOR PLANTINGS TO
26 WHITE S6 6' \ \ AND GROW AS OPTIMALLY AS POSSIBLE. SHELF USING SOD STAPLES OR COMPARABLE METHOD OR DEVICE.
R SO \ 5. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY SEVERAL
# 23 SCARLET TURTLEHEAD �6 � \ � ( 8. APPLY FERTILIZER PER SPECIFICATIONS.
TIMES DAILY WHEN WEATHER IS HOT). 9. PROVIDE TEMPORARY IRRIGATION FOR WET POND PLANTINGS FOR A PERIOD OF NO LESS THAN
16 SWEETFLAG i ROSE MALLOW S� � 6. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE
� 30 DAYS OR UNTIL ESTABLISHMENT. IF INSTALLATION OCCURS DURING SUMMER MONTHS
/ \ BOTTOM OF POND WITH 12" BENT WIRE PINS. ADDITIONAL IRRIGATION BEYOND 30 DAYS WILL BE NECESSARY TO ESTABLISH PLANTINGS.
\26 CARDINAL \ \ 7. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF 10. INSTALL MEASURES NECESSARY TO PREVENT DESTRUCTION OF VEGETATION BY WILDLIFE
TRANSPLANTING.
SUCH AS GEESE AND DEER. MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: ORANGE
24 CARDINAL , i - \ FLOWERS 8. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS CONSTRUCTION FENCING, ALLIGATOR DECOYS, INSTALLATION OF HUMANE DETERRENT
FLOWERS - - - 24 WHITE SHOULD NOT BE EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY DEVICES SUCH AS GOOSE GUARDIAN OR AWAY WITH GEESE UNIT.
TURTLEHEAD UNTIL THEY ARE PLACED IN THEIR PERMANENT POSITIONS. 11. PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE BMP
MAIN POND 29 DUCK 9. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE POND.
POTATO TIME OF TRANSPLANTING. 12. MAINTENANCE EASEMENT SHALL BE RECORDED PRIOR TO THE RELEASE OF THE BMP POND.
10. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH
�N , 25 SWEETFLAG ° 1.5"x2" OPENINGS. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE
BLACK. INSTALL WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE
ROSE MALLOW - BOTTOM LAYER OF THE FABRIC TO THE GROUND WITH 10-12" PINS.
SS8 / FENCING TO REMAIN IN PLACE FOR A PERIOD OF ONE YEAR POST
/ S6 24 DUCK 56 \ - _ INSTALLATION OF PLANT MATERIAL.
28 WHITE 6 %` 11. STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON
/ S6 TURTLEHEAD, 56 ° \ \ PLAN.
27 WHITE \ \ 12. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN
5664 �69 TURTLEHEAD / \ THEIR GROUPS ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER
6 ��1 _ 3' \ IN GROUPS OF 3 TO 5. PLANTS MAY ALSO BE PLANTED INDIVIDUALLY. 28 DUCK S6> % 5� 5'1 \ 13. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO
POTATO 17 CARDINAL 15 / INSTALLATION. PLANTS SHALL NOT BE COMPLETELY SUBMERGED WHEN
/ 3?0 , FLOWERS ° j__ \ \ \ PLANTED.
° 32 SWEETFLAG \
° 30 SCARLET \ \ \
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DRAWN BY: CJH
PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C9.7
WKD PROJ. NO.:
20160181.00.CL

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NOTE TO CONTRACTOR:
DAM MATERIAL AND COMPACTION REQUIREMENTS
ARE TO BE FIELD DETERMINED BY GEOTECH
10.0'
ENGINEER. ALL WORK REGARDING THE DAM
LITTORAL
SHELF WITH (MIN.)
EMBANKMENT MUST BE MONITORED AND APPROVED
WETLAND
PLANTINGS
BY GEOTECHNICAL ENGINEER. DEPENDING UPON
(6'
MIN. WIDTH)
�. SITE CONDITIONS, IT MAY BE NECESSARY TO ADD
OUTLET STRUCTURE
AN IMPERVIOUS KEYWAY OR ADDITIONAL ANTI-
SRO
(SEE OUTLET STRUCTURE DETAIL)
SEEP COLLARS. COLLARS TO BE SIZED BY GEOTECH.
�F
RIPRAP
BERM AND
INVERTED WATER
�/3
WEIR CLASS
B RIP
QUALITY ORIFICE
RAP 15" MIN. DEPTH
10 YEAR = 562.13'
OQ
2 YEAR = 561.16'
- III I I I 1 1 1 III PERMANENT POOL 558.50'
�7
-0" 1" = 558.74'
-_
- - -
-_
- -
- - - -
- - -
SLOPE
6.
de-
6:1 SLOPE Sow
�oP�..:.:'
6 6„
6' LITTORAL SHELF
INLET PIPE
_ Q
_ _ _ POND_BOTTOM
I
553.00' `L
ENERGY DISSIPATOR
_
.. .... ..:.. :.: ::. ...,
2:1 SLOPE STABILIZED
TO POND BOTTOMd
M
I =
7
6'-0" x 6'-0" x 1'-O"
CONCRETE ANTI -FLOATATION PAD
TOP OF BERM
MAIN POND
#4 REBAR, 6" OC EACH WAY3"
2 SEDIMENT FOREBAY
2
-_ 12" SEDIMENT STORAGE
COVER OF ALL REINFORCEMENT
1
1
I 552.00'
1 10'
EMERGENCY SPILLWAY 563.95 I 1
GEOMEMBRANE LINER I I - IIIIII-III-
II
'
(NON -PUNCTURE)
CLASS I RIP
RAP SPILLWAY
SPILLWAY ELEVATION IS
GENERAL NOTES AT THE TOP OF LINER EMERGENCY SPILLWAY DETAIL
6" PVC SCREW
TYPE PLUG
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPEC FOR "REINFORCED CONCRETE
6" PVC TEE
TEMPORARY POOL
WATER AND WASTE WATER STRUCTURES."
2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
PERMANENT POOL
3. STEEL REINFORCING CONFORMS TO LATEST ACI-318 SPECS. FOR REINFORCED CONCRETE.
4. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY
CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
5. BARREL (36"0) CONNECTION AND 12" DIP INLET PIPE TO BE SEALED WITH LINK SEAL CONNECTORS 6" PVC STUBBED
INTO BOX
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE ENGINEER BEFORE CONSTRUCTION.
6" PVC CAP WITH
7. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATION. 2.5" HOLE DRILLED
8. CONTRACTOR TO ENSURE POND BOTTOM AND SIDES HAVE 0.1 FT/DAY INFILTRATION RATE THROUGH WATER QUALITY ORIFICE DETAIL
TESTING OF NATIVE SOILS OR INSTALLATION OF MINIMUM 12" THICK LAYER OF CLAY SOIL.
9. ANTI -SEEP COLLARS SHALL BE SPACED EVENLY ALONG THE ENTIRE STORM PIPE RUN. CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER SHOULD THIS SPACING NOT BE ATAINABLE
10. PERMANENT POOL SHALL BE DRAINED WITH A SUMP PUMP FOR PERIODIC MAINTENANCE.
WET DETENTION POND #2
\ 560 ANTI -SEEP J
COLLARS (TYP.)
L
1
29 DUCK
POTATO
30 SCARLET _
ROSE MALLOW
:•1.!i
31 SCAF
\ 22 DUCK ROSE M.
POTATO \ # \\
28 SCARLET
/ROSE MALLOW \ 9 S
�^ h N 31 WHITE SSA
\- TURTLEHEAD
/ 27 WHITE
TURTLEHEAD
\\ \ MAIN POND\ \
\ \ 32 CARDINAL
\ \ FLOWERS,,
34 CARDINAL \ \ \ \ 22 SCARLET
FLOWERS 34 DUCK ROSE MALLOW
POTATO
SWEET LAG- '
- � -,37 SWEETFLAG�-
32 CARDINAL-c
WHITE FLOWERS -
RTLEHEAD
570
- 575
580 \ IN
585
WET DETENTION POND #2 PLANTING DETAIL
LANDEA
I
558 -
560, \
565 _
JVY
562
-560
558 c
556
554 e FOR
560 _
1 565
57�
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community infrastructure consultants
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TOP OF BERM
565.00
-EMERGENCY
SPILLWAY
563.95
CLASS I RIP RAP
SPILLWAY
(4) ANTI -SEEP COLLARS
T:
�:
�:
I I I I I I I 11 1L�Fl�i
TOP OF STRUCTURE
WEIR (SEE WEIR
AND ORIFICE
'ROPOSED PIPE DETAIL)
SS B
CRETE
SECTION
ANTI -SEEP COLLAR
N.T.S.
REMOVABLE 4'X4' STEEL GRATE
TOP OF STRUC
rE
WATER QUALITY
ORIFICE PIPE
CONNECTION
(SEE DETAIL) WEIR AND ORIFICE DETAIL
LEGEND
BOTANICAL NAME
COMMON NAME
SIZE
QTY
SAGITTARIA LATIFOLIA
DUCK POTATO
2"x5" PLUG
115
ACORNUS CALAMUS
SWEETFLAG
2"x5" PLUG
90
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
2"x5" PLUG
111
LOBELIA CARDINALIS
CARDINAL FLOWER
2"x5" PLUG
1 123
CHELONE GLABRA
WHITE TURTLEHEAD
2"x5" PLUG
1 92
TOTAL AREA: 2,091 SF
TOTAL PLANTS REQUIRED: 523 PLANTS (2,091 SF x 0.25)
TOTAL PLANTS PROVIDED: 531 PLANTS
BMP PLANTING NOTES
1. SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL
CONFORM TO THE LATEST EDITION OF ANSI Z60 "AMERICAN STANDARD FOR
NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY AND
LANDSCAPE ASSOCIATION.
2. ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION
FOR (1) YEAR AFTER FINAL ACCEPTANCE OF ALL PLANT MATERIAL BY OWNER.
3. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL
CONFORM WITH TOWN OF WAXHAW AND UNION COUNTY STANDARDS.
4. IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD
BE PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A
WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH
CONDITIONS MAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS
OPTIMALLY AS POSSIBLE.
5. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES
DAILY WHEN WEATHER IS HOT).
6. PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM
OF POND WITH 12" BENT WIRE PINS.
7. CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF
TRANSPLANTING.
8. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD
NOT BE EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY
ARE PLACED IN THEIR PERMANENT POSITIONS.
9. INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME
OF TRANSPLANTING.
10. FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"x2"
OPENINGS. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL
WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE
FABRIC TO THE GROUND WITH 10-12" PINS. FENCING TO REMAIN IN PLACE FOR
A PERIOD OF ONE YEAR POST INSTALLATION OF PLANT MATERIAL.
11. STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON PLAN.
12. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR
GROUPS ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS
OF 3 TO 5. PLANTS MAY ALSO BE PLANTED INDIVIDUALLY.
13. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO
INSTALLATION. PLANTS SHALL NOT BE COMPLETELY SUBMERGED WHEN
PLANTED.
A
WQ i
(SEE
SECTION A -A
N TS
OUTLET STRUCTURE DETAIL
PLAN VIEW
A
�TURE
N.T.S.
GENERAL BMP CONSTRUCTION SEQUENCE NOTES
1. AFTER SITE HAS BEEN STABILIZED AND SEDIMENT BASIN IS READY TO BE CONVERTED TO WET
POND, DE -WATER BASIN, REMOVE ANY ACCUMULATED SEDIMENT AND LEGALLY DISPOSE OF
MATERIAL. MATERIAL MAY BE DISPOSED OF ON -SITE IN AREAS NOT REQUIRING STRUCTURAL
FILL.
2. EXCAVATE FOREBAY AND MAIN BAY OF BASIN. FINAL GRADE BASIN AND CONSTRUCT LITTORAL
SHELF. VERIFY GRADES CONFORM TO THE ELEVATIONS AT THE BOTTOM AND TOP OF THE
LITTORAL SHELF, THE PERMANENT POOL ELEVATION, AND TOP OF EMBANKMENT AND VERIFY
ALL GRADED ELEVATIONS ARE AS SHOWN ON THESE PLANS.
3. PROVIDE TEMPORARY SEEDING AS NEEDED TO STABILIZE SLOPES.
4. SUBMIT PRELIMINARY TOPOGRAPHIC SURVEY OF BASIN TO ENGINEER OF RECORD PRIOR TO
INSTALLATION OF PLANTS ALONG LITTORAL SHELF OR INSTALLATION OF PERMANENT
STABILIZATION MEASURES/SEEDING. CONTRACTOR SHALL NOT PERFORM ANY WORK BEYOND
THIS PHASE UNTIL APPROVAL OF PRELIMINARY TOPOGRAPHIC SURVEY IS GRANTED BY
ENGINEER OF RECORD.
5. REMOVE ANY TEMPORARY BLOCKAGES OR MODIFICATIONS TO CONTROL STRUCTURES
REQUIRED FOR EROSION CONTROL AND VERIFY STRUCTURES CONFORM TO DETAILS.
6. SPREAD TOP SOIL AMENDED WITH ORGANIC FERTILIZER TO A DEPTH OF 2" OVER ENTIRE
LITTORAL SHELF AND TILL INTO THE TOP 6" OF THE LITTORAL SHELF. CONTRACTOR SHALL
BREAK UP AND TILL ALL CLODS GREATER THAN 3" IN LARGEST DIMENSION AND INTEGRATE
WITH SOIL. ANY ROCKS, GRAVEL, AND DEBRIS LARGER THAN 1" IN LARGEST DIMENSION SHALL
BE REMOVED FROM LITTORAL SHELF AND DISPOSED OF PRIOR TO INSTALLING PLANTINGS PER
THE LANDSCAPE SCHEDULE. RECOMPACT SHELF USING HAND TOOLS AND VERIFY A UNIFORM
SURFACE WITH SLOPE OF 10:1 IS PROVIDED.
7. INSTALL PLANT MATERIAL PER BMP PLANTING PLANS. DO NOT INSTALL PLANTINGS WHERE
INFLOWS FROM STORM PIPES WILL DISLODGE OR DAMAGE PLANTS. ANCHOR PLANTINGS TO
SHELF USING SOD STAPLES OR COMPARABLE METHOD OR DEVICE.
8. APPLY FERTILIZER PER SPECIFICATIONS.
9. PROVIDE TEMPORARY IRRIGATION FOR WET POND PLANTINGS FOR A PERIOD OF NO LESS THAN
30 DAYS OR UNTIL ESTABLISHMENT. IF INSTALLATION OCCURS DURING SUMMER MONTHS
ADDITIONAL IRRIGATION BEYOND 30 DAYS WILL BE NECESSARY TO ESTABLISH PLANTINGS.
10. INSTALL MEASURES NECESSARY TO PREVENT DESTRUCTION OF VEGETATION BY WILDLIFE
SUCH AS GEESE AND DEER. MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: ORANGE
CONSTRUCTION FENCING, ALLIGATOR DECOYS, INSTALLATION OF HUMANE DETERRENT
DEVICES SUCH AS GOOSE GUARDIAN OR AWAY WITH GEESE UNIT.
11. PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE BMP
POND.
12. MAINTENANCE EASEMENT SHALL BE RECORDED PRIOR TO THE RELEASE OF THE BMP POND.
N.T.S.
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PROJ. MGR.: WGB
DESIGN BY: CJH
DRAWN BY: CJH
PROJ. DATE: DEC. 2019
DRAWING NUMBER:
C9.8
WKD PROJ. NO.:
20160181.00.CL

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NOTE TO CONTRACTOR:
DAM MATERIAL AND COMPACTION REQUIREMENTS
ARE TO BE FIELD DETERMINED BY GEOTECH
10.0'
ENGINEER. ALL WORK REGARDING THE DAM
LITTORAL
SHELF WITH (MIN.)
EMBANKMENT MUST BE MONITORED AND APPROVED
WETLAND
PLANTINGS
BY GEOTECHNICAL ENGINEER. DEPENDING UPON
(6'
MIN. WIDTH)
�. SITE CONDITIONS, IT MAY BE NECESSARY TO ADD
OUTLET STRUCTURE
AN IMPERVIOUS KEYWAY OR ADDITIONAL ANTI-
SRO
(SEE OUTLET STRUCTURE DETAIL)
SEEP COLLARS. COLLARS TO BE SIZED BY GEOTECH.
�F
RIPRAP
BERM AND
INVERTED WATER
��
WEIR CLASS
B RIP
QUALITY ORIFICE
RAP 15" MIN. DEPTH
10 YEAR = 571.85'
OE
2 YEAR = 570.92'
- I I I III III III PERMANENT POOL 568.50'
�7
-0" 1" = 568.6T
-_
°
- - -
-_
- -
- - - -
- - -
SLOPE
6
6:1 SLOPE Sow
�oP�..:.:'
Y
6 0„
INLET PIPE 6' LITTORAL SHELFa....
.. ::.,.+..:.7%��D
... . . BOTTOM
564.00' `L
ENERGY DISSIPATOR
2:1 SLOPE STABILIZED I
TO POND BOTTOM
I =
SEDIMENT FOREBAY
6'-0" x 6'-0" x 1'-6"
CONCRETE ANTI -FLOATATION PAD
TOP OF BERM
MAIN POND
#4 REBAR, 6" OC EACH WAY3"
2
2
-_ 12" SEDIMENT STORAGE
COVER OF ALL REINFORCEMENT
1
1
I 563.00'
1 10'
EMERGENCY SPILLWAY 574.00 I 1
GEOMEMBRANE LINER -I _ IIIIII-III-
II
'
(NON -PUNCTURE)
CLASS I RIP
RAP SPILLWAY
SPILLWAY ELEVATION Is
AT THE TOP OF LINER EMERGENCY SPILLWAY DETAIL
6" PVC SCREW
GENERAL NOTES
TYPE PLUG
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPEC FOR "REINFORCED CONCRETE
6" PVC TEE
TEMPORARY POOL
WATER AND WASTE WATER STRUCTURES."
2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
PERMANENT POOL
3. STEEL REINFORCING CONFORMS TO LATEST ACI-318 SPECS. FOR REINFORCED CONCRETE.
4. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY
CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
TOP OF BERM
575.00
-EMERGENCY
SPILLWAY
574.00
CLASS I RIP RAP
SPILLWAY
(3) ANTI -SEEP COLLARS
I I I I I I I 11 1L�Fl�i
TOP OF STRUC
5 9:V
TOP OF STRUCTURE
WEIR (SEE WEIR
AND ORIFICE
'ROPOSED PIPE DETAIL)
SS B
CRETE
SECTION
ANTI -SEEP COLLAR
N.T.S.
REMOVABLE 4'X4' STEEL GRATE
A
WQ i
(SEE
SECTION A -A
N TS
A
5. BARREL (24"0) CONNECTION AND 12" DIP INLET PIPE TO BE SEALED WITH LINK SEAL CONNECTORS 6" PVC STUBBED
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. INTO BOX WQ ORIFICE PRECAST CONCRETE
ELEV. 568.50 STRUCTURE
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE ENGINEER BEFORE CONSTRUCTION.
6" PVC CAP WITH
7. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATION. 1.7" HOLE DRILLED
WATER QUALITY
8. CONTRACTOR TO ENSURE POND BOTTOM AND SIDES HAVE 0.1 FT/DAY INFILTRATION RATE THROUGH WATER QUALITY ORIFICE DETAIL ORIFICE PIPE PRECAST STRUCTURE
TESTING OF NATIVE SOILS OR INSTALLATION OF MINIMUM 12" THICK LAYER OF CLAY SOIL. CONNECTION
(SEE DETAIL) WEIR AND ORIFICE DETAIL OUTLET STRUCTURE DETAIL
9. ANTI -SEEP COLLARS SHALL BE SPACED EVENLY ALONG THE ENTIRE STORM PIPE RUN. CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER SHOULD THIS SPACING NOT BE ATAINABLE PLAN VIEW
10. PERMANENT POOL SHALL BE DRAINED WITH A SUMP PUMP FOR PERIODIC MAINTENANCE.
WET DETENTION POND #3 N.T.S.
LEGEND
w 0 \
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E MALLOW
19 CARDIN
WRYLY", Im
y_x
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TF
\C
ANTI -SEEP ROSE
COLLARS (T
ENCY/SECONDARY /2�/
V STONE SPILLWAY /
WET DETENTION POND #3 PLANTING DETAIL
WHITE
RTLEHEAD \
s�7
BOTANICAL NAME
COMMON NAME
SIZE
QTY
SAGITTARIA LATIFOLIA
DUCK POTATO
2"x5" PLUG
80
ACORNUS CALAMUS
SWEETFLAG
2"x5" PLUG
85
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
2"x5" PLUG
93
LOBELIA CARDINALIS
CARDINAL FLOWER
2"x5" PLUG
76
CHELONE GLABRA
WHITE TURTLEHEAD
2"x5" PLUG
87
1 I
TOTAL AREA: 1,655 SF
-
I ) )
TOTAL PLANTS REQUIRED: 414 PLANTS (1,655 SF x 0.25)
TOTAL PLANTS PROVIDED: 421 PLANTS
\ °
BMP
1.
PLANTING NOTES
SIZE, QUALITY AND OVERALL HEALTH OF ALL PLANT MATERIAL USED SHALL
_
CONFORM TO THE LATEST EDITION OF ANSI Z60 "AMERICAN STANDARD FOR
\
NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY AND
LANDSCAPE ASSOCIATION.
2.
ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION
FOR (1) YEAR AFTER FINAL ACCEPTANCE OF ALL PLANT MATERIAL BY OWNER.
\ I I
3.
ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION SHALL
CONFORM WITH TOWN OF WAXHAW AND UNION COUNTY STANDARDS.
°
4.
IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD
BE PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A
\ I
WHILE BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH
N, I
\\ \ I\ I I
CONDITIONS MAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS
)
\ \ `
-
OPTIMALLY AS POSSIBLE.
\I\ \ \
5.
CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL TIMES
\ \ \
DAILY WHEN WEATHER IS HOT).
\ \
6.
PIN ALL SUBMERGED/FLOATING PLANT MATERIAL SECURELY TO THE BOTTOM
i 3
°
\ \ \ \ \ \ )
OF POND WITH 12" BENT WIRE PINS.
0
I
\
\ \ \
\
7.
CUT BACK TALL AND EASILY BROKEN LEAVES AND STEMS AT THE TIME OF
\ \
TRANSPLANTING.
\
\
\
\ \
\ \\
8.
NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD
I
\ \
\ 6�
NOT BE EXPOSED TO DIRECT SUN ANY MORE THAN NECESSARY UNTIL THEY
\ \
�71l45\ \
ARE PLACED IN THEIR PERMANENT POSITIONS.
\
\ FT. )
FIDE: 587.0 \ )
9.
INSERT DRY FERTILIZER TABLETS OR SPIKES NEAR THE PLANTS AT THE TIME
\ )) )
) ) )
OF TRANSPLANTING.
E
10.
FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"x2"
OPENINGS. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL
o
/ / / /
WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE
M
co 00
/ / /
FABRIC TO THE GROUND WITH 10-12" PINS. FENCING TO REMAIN IN PLACE FOR
°
//
11.
A PERIOD OF ONE YEAR POST INSTALLATION OF PLANT MATERIAL.
STAKE PLANTING ZONES PRIOR TO INSTALLATION AND VERIFY AREAS ON PLAN.
12. PLANTS ARE TO BE INSTALLED IN A RANDOM ARRANGEMENT WITHIN THEIR
GROUPS ZONES. INDIVIDUAL SPECIES MAY BE PLANTED TOGETHER IN GROUPS
OF 3 TO 5. PLANTS MAY ALSO BE PLANTED INDIVIDUALLY.
13. PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO
INSTALLATION. PLANTS SHALL NOT BE COMPLETELY SUBMERGED WHEN
°
/ /
PLANTED.
)
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community infrastructure consultants
GENERAL BMP CONSTRUCTION SEQUENCE NOTES
1. AFTER SITE HAS BEEN STABILIZED AND SEDIMENT BASIN IS READY TO BE CONVERTED TO WET
POND, DE -WATER BASIN, REMOVE ANY ACCUMULATED SEDIMENT AND LEGALLY DISPOSE OF
MATERIAL. MATERIAL MAY BE DISPOSED OF ON -SITE IN AREAS NOT REQUIRING STRUCTURAL
FILL.
2. EXCAVATE FOREBAY AND MAIN BAY OF BASIN. FINAL GRADE BASIN AND CONSTRUCT LITTORAL
SHELF. VERIFY GRADES CONFORM TO THE ELEVATIONS AT THE BOTTOM AND TOP OF THE
LITTORAL SHELF, THE PERMANENT POOL ELEVATION, AND TOP OF EMBANKMENT AND VERIFY
ALL GRADED ELEVATIONS ARE AS SHOWN ON THESE PLANS.
3. PROVIDE TEMPORARY SEEDING AS NEEDED TO STABILIZE SLOPES.
4. SUBMIT PRELIMINARY TOPOGRAPHIC SURVEY OF BASIN TO ENGINEER OF RECORD PRIOR TO
INSTALLATION OF PLANTS ALONG LITTORAL SHELF OR INSTALLATION OF PERMANENT
STABILIZATION MEASURES/SEEDING. CONTRACTOR SHALL NOT PERFORM ANY WORK BEYOND
THIS PHASE UNTIL APPROVAL OF PRELIMINARY TOPOGRAPHIC SURVEY IS GRANTED BY
ENGINEER OF RECORD.
5. REMOVE ANY TEMPORARY BLOCKAGES OR MODIFICATIONS TO CONTROL STRUCTURES
REQUIRED FOR EROSION CONTROL AND VERIFY STRUCTURES CONFORM TO DETAILS.
6. SPREAD TOP SOIL AMENDED WITH ORGANIC FERTILIZER TO A DEPTH OF 2" OVER ENTIRE
LITTORAL SHELF AND TILL INTO THE TOP 6" OF THE LITTORAL SHELF. CONTRACTOR SHALL
BREAK UP AND TILL ALL CLODS GREATER THAN 3" IN LARGEST DIMENSION AND INTEGRATE
WITH SOIL. ANY ROCKS, GRAVEL, AND DEBRIS LARGER THAN 1" IN LARGEST DIMENSION SHALL
BE REMOVED FROM LITTORAL SHELF AND DISPOSED OF PRIOR TO INSTALLING PLANTINGS PER
THE LANDSCAPE SCHEDULE. RECOMPACT SHELF USING HAND TOOLS AND VERIFY A UNIFORM
SURFACE WITH SLOPE OF 10:1 IS PROVIDED.
7. INSTALL PLANT MATERIAL PER BMP PLANTING PLANS. DO NOT INSTALL PLANTINGS WHERE
INFLOWS FROM STORM PIPES WILL DISLODGE OR DAMAGE PLANTS. ANCHOR PLANTINGS TO
SHELF USING SOD STAPLES OR COMPARABLE METHOD OR DEVICE.
8. APPLY FERTILIZER PER SPECIFICATIONS.
9. PROVIDE TEMPORARY IRRIGATION FOR WET POND PLANTINGS FOR A PERIOD OF NO LESS THAN
30 DAYS OR UNTIL ESTABLISHMENT. IF INSTALLATION OCCURS DURING SUMMER MONTHS
ADDITIONAL IRRIGATION BEYOND 30 DAYS WILL BE NECESSARY TO ESTABLISH PLANTINGS.
10. INSTALL MEASURES NECESSARY TO PREVENT DESTRUCTION OF VEGETATION BY WILDLIFE
SUCH AS GEESE AND DEER. MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: ORANGE
CONSTRUCTION FENCING, ALLIGATOR DECOYS, INSTALLATION OF HUMANE DETERRENT
DEVICES SUCH AS GOOSE GUARDIAN OR AWAY WITH GEESE UNIT.
11. PROVIDE AS-BUILTS OF BASIN. AS-BUILTS SHALL BE DONE PRIOR TO THE RELEASE OF THE BMP
POND.
12. MAINTENANCE EASEMENT SHALL BE RECORDED PRIOR TO THE RELEASE OF THE BMP POND.
N.T.S.
Know what's below.
Call before you dig
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community infrastructure consultants
1211% ES
aHEET
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ww*0131828N:880
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PROJ. MGR.:
WGB
DESIGN BY:
CJH
DRAWN BY:
CJH
PROJ. DATE:
DEC. 2019
DRAWING NUMBER:
C9.9
WKD PROJ. NO.:
20160181.00. C L